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Permit B92-0385 - BOEING #21-04 - VENTS
••i Ch -- Q \ I I ,• EIKI6 A-.atImo-o4 Permit No: B92 -0385 Type: B -BUILD Category: ACOM Address: 3417 S 120 PL Location: Parcel #: 102304 -9069 Zoning: Ml M2 Type Const: V 1 HR Gas /Elec: Wetlands: Water: N/A Contractor License No.: BOEINC294ML Units: 000:; Buildings - : 00:1 Fire Protection: SPRINKLERED UBC Edition: 1991 obtain this buil:djgg per Signature:_ Print Name: j _1 BUILDING PERMIT CM TENANT BOEING COMPANY #21 -04 3417 SOUTH 120TH PLACE, SEATTLE ";;WA 9 OWNER BOEING COMPANY. Phone: P.O. BOX 3707, M/S 46-87, SEATTLE, WA 981242207 CONTRACTOR BOEING INC.. Phone: 9725 EAST MARGINAL WY S,; SEATTLE, WA"981242207.� CONTACT BENNETT TERRY Phone: P.O. BOX 3707., M/S 46 -87, SEATTLE, WA 981242207 CUT OUT PORTIONSOF ROOF FORSMOKED VENTS. Front: Le;ftt: ate: 206 206 206 SETBACKS Right: z (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Status: ISSUED Issued: 11/13/1992 Expires: 05/12/1993 Type of Occupancy: WAREHOUSE. Slopes: X Sewer: N/A 544 -2975 544 -2975 544 -2975 ************,**********************•*****.***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit. Description: Valuation: 12, 00:0:x:00 °•:Tota.l Permit Fee: 227;'25 ******* . * * * * * * * * * * * * ** * * * * * * * *'k * * * * ** Permit Center Authorized Signature ;Date I hereby :certify `that I have read and `. examined• this permit and know the same to be:;:t,rue ' correct. All provisions , and' ord'inances.!� governing this work will be complied With, Wh,ethersp,eoified herein or not. The granting ; Of this,permit, does not presume to" give authority `to violate : p or cancel the of any other state or local laws regulating construction or . the per:for ance of" „work. ,I..•am authorized to sign for and This ,permit shall become null and ' "vo1'd 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. PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init. AMOUNT OWING 0 3RD NOTIFICATION BY: (init.) . BUILDING ?ERMIT APPLICATION TRACKING PLAN CHECK NUMBER eft a03%5 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) F OOFt TOTA L SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. p'RTME <:> BUILDING - initial review sgr FIRE O PLANNING 0 PUBLIC WORKS O OTHER NO, BUILDING - final review (I PROJECT NAME SITE ADDRESS Tjcv:Ar6 1 01-1 A/4 REVIEW COMPLETED INIT INIT: — INIT: It �� 41- INIT4G -_. CONSULTANT: Date Sent - U11R ME Date Approved - FIRE PROTECTION: (xj Sprinklers (l Detectors ) N/A FIRE DEPT. LETTER DATED: t WO - INSPECTOR: 5 /2,.. ZONING: BAR/LAND USE CONDITIONS? ( )Yes ( No REFERENCE FILE NOS.: MINIMUM SETBACKS: N- S- E- UTILITY PERMITS REQUIRED? Yes No PUBLIC WORKS LETTER DATED: TYPE OF CONSTRUCTION: SUITE NO. UBC EDITION (year): TOTAL OCC. LOAD 0:7 ?•, SITE ADDRESS SUITE # 3417 SO. 120TH PL BLDG. 021 -04 VALUE OF CONSTRUCTION - $ 12,000.00 PROJECT NAMETTENANT BOEING DEFENSE AND SPACE ASSESSOR ACCOUNT # 10230'4-9068 TYPE OF Li New Building 0 Addition LX, Tenant Improvement (commercial) Li Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: CUT OUT PORTIONS OF ROOF FOR SMOKED VENTS BUILDING USE (office, warehouse, etc.) WAREHOUSE NATURE OF BUSINESS AIRPLANE MFG. WILL THERE BE A CHANGE IN USE? U No Li Yes IF YES, EXPLAIN: SQUARE FOOTAGE - Building: 114,840 Tenant Space: Area of Construction: 2,500 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? )® No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER IROFTNC MTT,TTARY ATRPT,ANFS PHONE (206) 544 - 2975 ADDRESS P.O. ROX 3707. M/S 46 87. SEATTLE, WA. - ZIP 98124 -2207 CONTRACTOR MTT.TTARY ATR LANE'S BOFTNC; PHONE ( 2.6) 544 -2975 ADDRESS • • :5. I u , . -: . i • 0 ZIP ;124 -2.207 WA. ST. CONTRACTOR'S LICENSE # BOEING -294ML EXP. DATE ARCHITECT :e ► u it w ; ' 40 PHONE 4 4 _ S 5 ADDRESS P.D. BOX 3707, 46 - MIS 87, SE WA. ZIP 981.24 -2207 HEREBY <:CER ; A:: :> ,..;: :<: :... .. ..:.:..... T H::.dER:�C�: : E �THLS:..: f? . � . <::<.: E'C ....., : :: .. .<:::. < . .::... ::..:N:..:::... ,.: Aw:: l . .I�.AT.It)N ; .:AC,V ; q:. ; KNO.W THESAM Q :�.E..:.:...,: T RUE'ANDCORRECT, °AND -AUTHORI TO At? ::C Fd.I >: ; S < :; ;. ,/< ?.: , : BUILDING OWNER OR AUTHORIZED AGENT SIGNATURE _ DATE io ��� /� PHONE (206) 544 - 2975 .1,=-: - PRINT NAME TERRY BENNETT ADDRESS P.O. BOX 3707, MIS 46 - 87, SEATTLE, WA. CITY /ZIP 98124 - 2207 CONTACT PERSON TERRY BENNETT PHONE (206) 544 -2975 CITY OF TUKWILA Department of Community Development - Building Division 6200 Southcenter Boulevard, Tukwila WA 98188 (206) 433 -149 PLAN CHECK NUMBER DATE APPLICATION ACCEPTED BEAVERS X 106, #. _127017 -02 f,o -a3- qa BUILDING PERMIT APPLICATION FEES (for sun use only) $, {! iii.'•:: j::::,:Y,r,2�`.'• ?:<i rY BUILDINEVREFIMIVEEpAii PLAN: CHECK:: > FEE ><:; >r:<<:: <::<:: ;i <<>:> BUILDINE3'`:SUR :FIARG DATE APPLICATION EXPIRES RCPT. # :.:DATE APPLICATION SUBMITTAL In order to ensure that your application Is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed Information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit- 9oordinator at 433 -1851 prior to submitting application. In all- ccocc, a•valuation amount should be entered byihe 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 architectlengineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition), No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 433 -1849. 04 Lit prof $ i•Y :.•W,.¢•;:ff:22Y:i+ •y3'{:•t'{'•F1*;r '{; §:::f•.�.�'.� }''L.,vi 0# f: r. i. : : : ev ,v:iii.. .i'r.': ' Y ::: }:..' � •..p$Y::;y: :.ii i; {{'•!{ +:: �i�. ...i. ; n . rR r. » .:. r. .; n.. •; f . . . . .. < COM .MERC : IAL 1 FNa T MPRO IV.EM.f •Yf> SfY : : f oq i •::.v; +iY.' fff �S: . :';.`✓•+ r'•i1 +%::+il. wt: ;:: :::• ..p ;.:Yn',.,4; {. }i .r3 .. lt•''<% {n, .•n. .::• Y. r:. v.i r .CE•:t: �:: n:.: y . .ryr.. ?r , ••;{ J.i {. 'fstif'g +•Y:.r.. •, $s <,•.Q,.•. ale 'u .l Roe o n . On . .......: i�?' r':'+ r.' •�'it'7;i:GC; >.4:5 <Siii.:5;•' «l il:7V ` ^ •• A 1TE AISA ;ELt ITE'DI ES -? ;:y ?; +:•slc x. :: y ff�gr,Y C b'ujding'permit:ppl oonsWc.K1' 'bite J attachment`: <s li al l npton Statepconso COMMERCIAL ?`•`'r•'r�ii ... ri: •': > " ;:, :;> •.:iii•:; :: .ComPtod l i appllcatforj:(' pi; i ff i ;:: •::Y ?f�:v fm ^$i�'fii':.,..:;..... .:..:.. ....:.::...:.. Asses w icaiti S tictu cal c ii l i d o s: So➢c'roport Topopraphicai survi Enorpy ns orgInoor or a}chitoct • ff ll l ognl doccriptior L_1 . .Wori . @ttim_ awhile, c t; ; w h Bch. I nd u d Situ plan Arch ltoctttral drawi.n Structuroi.drawlnfls c#tanlcii " vadotts ,. nt &awin �dscapo p Comptotod udlity,,pormitappiicatron cots;of;civil:d N OT E S Soo;uiilir porno subrriittal;`regurrdm©p ta; • RACK • NO ma and axrt WQ 3 on S tn cturiiJ:culcula..... stamptid, t, vnglnoor (rad< storago8' and ova ,.: ; ,, . . .... rr.+... r:. r.., n.... rvn F.SS•: f;:vifl:i<i4:i{ is nv: i:• R��Lri iii RESIDENTIAL 1 EW: SINGLE FAM /ADDIT1o __ Camplotod bultdln{I permit application ( ano for each structuro . ....... ... .:. .:... Logai. dosariptior Assossor Account: SUBMITTAL CHECKLIST t ss sod(gn��sh wt �tn..on t;fo:�,tlopr:;:andco Structural caloutanoris stamped by u Washington State Ikons novr may b r o q ufrod : JI sWctural workts to by dotty (2 so no submit separate utility pvrmii ryQTE N any u appllcahon arrc ?REF OOF' sIID NTIA.4 R M9QEL .,, ,.: . r } Y { . r.{ ? ai :11..:,..::::::::?:::, otoct t illldf ;mutetial•Soing.removed, a lad s:r ) uit i tidsu :. i? isv iSS;? ii? iCi: i <taP'riW:444yi.hw,•n'Tr.t r* J r*A A* A• k**rh k** ;It ** h ******** * * * ** * * * * * * * * * * * ** * * * *, * *:4k* ;1'Y O TU:KWIL A W4 ; TRANJMIf. r *; *h *: * * fink *fir **,* * ** * * * * * ** *AAA *•kkk•kk*r.k * * * *ak *A *k* * klr*•. A'A*h 'RA'NSU Pfitmt,; 01 - ., 920 : 0;1'177.' Amo4nt. - - .: 227,25 :10%23/92 -08.24 'Perm'it; Nn ».B92- 0385'; Type: B -BUILD : BUILDING PERMIT Parcel :No i':.',102304 -9'06 Site Ad.:dr 3417 :5 120 PL. Q%2 �1" .Payment Method. CASH ` Ntitatiarn..BOEING Iniil {91'; * tc#,v,4 *f4 * * * * * ** fir * *. k`* S**..***A** ** **. * * *' *•k ** * *A. * * * * * *•k ** ,Account :Cade • Des.6..i ptian P a' id; 000 /322.100 BUILDING NONRES 1.35.00. • 000'%345N'£J30 PLAN CHECK - NONRES 87 »75 000/386;84 STATE BUILDING SURCHARGE 4.50 Total.' (This. : Payment )z .227.25' GENERA •,:, GENERA GENERA TOTAL CASH CHANGE. 4574A000 0Ch23 135 ,.00 87.75 4.50 227.25 ,240.00 12.75. Tgta'I 'Ree�.< Tot tl A:] l . P ymeritro:: Balance.. Y Y« �1 L• « w w« r .i w w• w• w 2 227.25 «00 Address: 3417 S 120 PL Tenant: BOEING COMPANY #21 -04 Type: B -BUILD Parcel #: 102304 -9069 ** *4* * *** * * * *** * * *** * * *** ** *** *loft *•k** *** * *k * *** * ** * ** * *** * * ** **** *•k• ***k ** Permit Conditions: 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Bui.],.d,i.ng. D.,i,vl,sion. 2,. A11 permits, i nspect i o rect)Nd'sz,; nand approved �plans sha l l be maintained available`}ti'yat }t,.he''job site pr�`io'rw the start of any construction., available unti 3. When special µ ii i arch i tect . 04 Division o,'f ,.a o, nt ent of t ins ebt�ion, a "eiies ,pri f °�' pp i m , . P g` nc the first: 5uiidl'ng,, be ,-inspection. ti,C,opies of "`'a1, :1 special inspect;.l, ; o reporRts` shall su.b,m,it4t.ed to the Bui l thg ,;, z s�t� ,...� r �, D i v a s i.t ri i n a timely Y manner. 1 Reports, shall corita i'n y addres prof eoi�; name,, permit nuiti,b,,et And type'• of , inspection bei ?n'g' perf i t. r` t: 4. The ' shall s finai signed r ep o ;r` r t sta •ir whet�Yher the work`°�r�aqui "`ring special inspection was,, to he best of, i,nsp'e .tore know'edg`e,, •in_ conformance with approved plans and:..speci.. 110A ionsandO tt%e .:applicabl Work mari.st)1 p pro�v i t o ns.., ,.of ''th ' UR ti g f ,. f J . 5. Al l'�,g :tructu"ral� concr *ete.s be spec i (S;ec 306 .(a) ' UBG:)'. }3 ,� _.. s 6. All 'st r t Gtura1�. weld sha' i l b ; e `• •,,d an , e',by.iW.A.B:0: certified t; wel'e � and special sp.e,G °t.ed (Se x 30,6 ('a 5 ,UBC) . r y R� %r v1 C } r;, 4 � � r3 7. Any a posed %ins�,ulations backing ater3e1) :Ahal.-l' °a Flame S rea.�` Ra�t`irr` of 25 or less and materia ,, nt - p �, � .� ,.. , � ,1....s}�a 1 i� b eat i de:.. t i f i ca �i�n sfiQw.ing. the fire perforn�anoe�f'rat''l.pg °i >tfT`ereof .. 7 }'•' ` 8 All co:rt;str,u'ct`ion a 'to be done in copformancet w.l th approved : plans , ,,, requirements of the U i Bu11ding,.ftCode (1991 ,_Fs Ed i i of ;' as �iby the Wash i St4 :te i l d ingCode, h amended �. » .• nl r P,f Uniform t ,chani�t ,L. cod's, (1991. Edition) ,. and St`at;e 4R Energy Ca 'x(19' ; Second' Edition) . � ro 9. Validity d .. P t 6 The i sSdAnce: ofa' permit or..'appro,V: ,f' of plans, sped filoations and computations,,. shall not be/CPri 9 These documents are to be` ;ail i;nspe',Ction ap; p`` roval p is gra e d,. f , X r.. eeti'on "�ais °n;re` 0Are "d e own ,; ngineG)^' shaill notify the' Tuk`wirl,o Building CITY OF TUKWILA Permit No: B92-0385 Status: ISSUED Applied: 10/23/1992 Issued: 11/13/1992 strued to be'`;�`pmit for, o'r danx0 .7.n Sou- <i rlo. al of, an v;;ia:fation of any of the prroV4i sJ,pns of : th "l s 0,4 or of any ordinance of the ; u: s1 :,i,:Gtion.° pr 'e to give authority or violate °'or ": :.4i ,ce-1, •; he:.apro- v' =i°soi,or)s. "of this code shall be valid. 4 ' 10. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to Any requirements for special inspection. 0 Fire Department Review Control #B92 -0385 Dear Sir: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor November 13, 1992 Re: Boeing Company Building #21 -04 - 3417 South 120th Place The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The proposed smokevent spacing and ratio, as well as, the draft curtain size and location comply with the requirements of Uniform Fire Code Table 81.107A (1991). 2. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 25 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13- 4 -1.1, 4- 4.1.7.1.1, 4- 4.1.7.5, 4- 4.1.7.6.1) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) 3. "NO SMOKING" areas shall be designated in warehouses, stores, industrial plants, institutions, schools, places of assembly or where combustible materials are stored or City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor handled, when conditions are such as to make smoking a hazard. Please post the following area(s) with no smoking signs with lettering, size, and location to be clearly visible from adjacent areas (UFC 13.101): (Rack storage area) 4. In double row racks with heights of storage up to and including 25', an average nominal 6" transverse flue space between loads "or at rack uprights shall be maintained. (NFPA 231C 4 -3.1) In double row racks with heights of storage up to and including 25', an average nominal 6" longitudinal flue space shall be provided between the racks. 5. This review limited to speculative tenant space only special fire permits may be necessary depending on detailed description of intended use r • 'z YPe O occ G l I, r' ' CZ t 41... 54117 -S. 12-6 , Special Instructions: Pthi+SE .5 J ' Date Wanted: 3 - /0 — 93 a . p.m. Requester: Phone No.: 3 Approved per applicable codes. CO ENTS: ' -- '-INSPECTION RECORD Retain a copy with permit AY � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P roject: y 2- ype o ns wn• set __. ; . Address:. clel 7 Su / Date Called: ( Date Wanted,— - S am. Special Instructions: 3 : 491) )4°IA ,, Requester: Phone . .: i CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit (206) 431 -3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. re ect: A lea ype of n spection: Address: 39/7 t So . /215'42 Date Called: a — -.9 Special Instructions: Date Wanted: 2 ---/©.-- 3 am. .m. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (Approved per applicable codes. �} INSPECTION RECORD Retain a copy with permit PERM' PERMCI' . (206) 431 -3670 (� Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: 1•,� 2...¢o' 777o r e",-,f ,- Address, Date Cale ii++�� Sp al Instructions: f , Date Wanted: 2. '10- l3 p.m. Requester: Phone No.: Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Cl Corrections required prior to approval. 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectiori, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l ` n Y c .3eA5 PERMfT N0. (206) 431 -3670 CITY OF TUKWIILA BUILDING DIVISION 6300 Southcentefalvd., #100, Tukwila, WA 98188 g Approved per applicable codes. COMMENTS: I Inspector :. jINSPECTION RECORD • Retain a copy with permit ' i&9L e" PERM T NO. (206) 431 -3670 ❑ Corrections required prior to approval. Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • : ..:.. a,.. ■, 2 /—Q`j' ypeo nsp �J• n: A l`� � d Address: Date Calle�i3: nstructions: / r , Mee . 514_4`u' •. Date Wanted l �� � am . Requester: Phone No.: CITY OF TUKWIILA BUILDING DIVISION 6300 Southcentefalvd., #100, Tukwila, WA 98188 g Approved per applicable codes. COMMENTS: I Inspector :. jINSPECTION RECORD • Retain a copy with permit ' i&9L e" PERM T NO. (206) 431 -3670 ❑ Corrections required prior to approval. Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • : ..:.. a,.. ■, • ro ect: • r �' 1 ` 4 ? O'-( Ype o ns.: ton: 4. � ••ress: 5 I&&0 Pt ', .• Sp:•al Instruct ons: ate anted: , T c1� `"1 am, Requester: -e.U•e_ ........ Phone No,: 30 _ D5 1 t INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. M Corrections required prior to approval. COMMENTS: porn,— es if L.Alle Inspector: (206) 431 -3670 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. apt -r4 ,-- 41%; ; AN " 1'..... • , 15A9FRrinfirf.;, „ dliiffAVe " City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 Project Name ..LeCe /- (.3L Address 5q/7 /2 6 7 ,y• Retain current inspection schedule Needs shift inspection • Approved without correction notice Y Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: /■/ Halon: N Monitor: /) / Pre-Fire: Permits: TURWILA FIRE DEPARTMENT FINAL APPROVAL FORM Gary L. VanDusen, Mayor Control No. Permit No. Suite # Fa r/ Professional Service Industries, Inc. March 5, 1993 Mr. Duane Griffin CITY OF TUKWILA BUILDING DEPT 6300 Southcenter Blvd. Tukwila, WA 98188 Reference: Permit #B92 -0385 Buildin Upgr and Rack Installation Boeing Bu ing 21 -04 PSI Project #712- 30025 -1003 Gentlemen: This is to advise you that special inspections are complete for the referenced project. The following special inspections were required: 1) Reinforced concrete 2) Anchor bolts in concrete Special inspections were performed for the above activities and copies of reports have been sent to you. All work inspected conformed to approved plans, specifications, UBC and related codes and /or verbal or written instructions from the Engineer of Record. DEN /tls cc: CLEMENTS & JUAREZ David E. Nielson, P.E. Department Manager PROFESSIONAL SERVICE INDUSTRIES, INC. 7400 Third Avenue South • Seattle, WA 98108 • Phone: 206/762 -4664 • Fax: 206/763-2936 RECEIVED R 8 1S93 CITY OF TUKWILA Id: ACTP125 Activity Table Processing Permit No: B92 -0385 Status: PENDING • F1 =Help, ESC =Exit current screen. Keyword: UACT User: 1677 11/10/92 BUILDING PERMIT Tenant: BOEING COMPANY #21 -04 Address: 3417 S 120 PL Type: B -BUILD Vers: 9101 Screen: 01 Base Information Parcel No: 102304 -9069 Owner: BOEING COMPANY Validated By: SLB Plan Ck Approved: / / Status: PENDING Applied: 10/23/1992 Issued: / / Active /Inactive: A Completed: / / To Expire: / / C of 0 Issued: / / Bus Lic #: Nature of Work: CUT OUT PORTIONS OF ROOF FOR SMOKED VENTS. Location: Category: ACOM (N= NEW /A= ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND) Zoning: M1 M2 CM Gas /Elec: Census Code: 437 # of Units: # of Bldgs: 1 Pub Own:N Streams: Slope: X Wetlands: Water:N /A Sewer:N /A Setbacks - North: .0 South: .0 East: .0 West: .0 Valuation: 12,000.00 Fire Protect:SPRINKLERED Type Const: V 1 HR Type Occ:0025 WAREHOUSE UBC Edition: 1991 Occupant Load:N /C Occupancy Grp:B -2 F7= Update, F2= Previous Line, ESC= Cancel Update CITY OF TUKWILA Id: ROUT130 Keyword: UACT User: 1677 11/10/92 Activity document routing maintenance. BUILDING PERMIT Permit No: B92 -0385 Route: 1 Current Route Line: 3 of 6 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG KEN Assigned 10/26/92 11/10/92 ../../.. Priority (0 /low..9 /high): 0 Regular hours ,(HH.MM):,_ Overtime Hours(HH.MM) : Comments ]:'[ SCOPE "OF 'WORK TO DO PARTIAL WALL DEMOS, INSTALL DRAFTS STOP 2[AND SMOKE VENT. NO' FURTHER : BUILDING CONCERNS. 3[ 4[FIRE - PLEASE REVIEW AND COMMENT, 5[ 6[ 7[ 8[ 9 [ 10[ aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa BE&d ENGINEERS STRUCTURAL CALCULATIONS FOR BUILDING 21 -04 RAW MATERIAL STORAGE BOEING DEFENSE AND SPACE GROUP TUKWILA, WASHINGTON OCTOBER 12, 1992 Prepared By: BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Document Number: 326- DCA -9- 92045 - 92094 - CALC -S -1 Figured by: Checked by: Approved by: I EXPIRES 12/11 / G1n5 3 PROJECT E (--1> l t -b4- `1-4-n tey JOB NO FIG. BY CHECKED BY Ad" DATE 2 - 1 4 3 0 t<' q T. SHEETL OF __ C- � E4 ,1 c2w1- Con1care -7 u co P F ,D I A F+•! ► -►a c -i G1 l.UU t�t � E.11 r-1 S A►J b Coin r--1 .!S ` ✓� yJFJ 1�- ( ��'�/ z)czt- �o� F l)e L0 y es No e,e) U Y".La t t Lj e K4 • (4 St oG N ul u'rr l or.l M I mc RAF LNJ. L.rra �1 = 25 PiF BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: I t o Fog- ANrau(st . u 12pc-V DL ' Mail Stop: PROJECT ( 21 -o"f NV— Sr.-114(1F_ JOB NO FIG. BY `J NI-E5 CHECKED BY DATE 71:4 ` Z SHEETI OF__ C - tIL acis I lU - c) 5'C'>Q -Uc- UYL - 1c. 1 Q - RAIL ..ItJ - 6 4-x 14- . 1)F tab I DF. -ti. 1 LN E Lbw = 29J V IA`s D 0 1ti1b !Z —21u Ior›F U1,1.0E41. Iv -jpsoN 14 5 Fi a tJ ciE12.._ 6p►ttu Nic 45 s=7 enstimestatimpstaise 24� -3 -- (v 3 /4 , " 23 '' - 0 BE&C ENGINEERS 11eAc;r1O 1. (a € O U /rr 2 3 ,. 1A� • 33( j ib 6" -'r til 1 - k-84i* N NCB �Z Al.-Lo )Alb . = 4 3 Ib } 3311 lb P.O. Box 3707 Seattle, Washington 98124.2207 - tou,. z. (s) -7A7 Wp1. ° 1 0 cs ° $� 2 5 0 o 1 ts,NST r9 t`. S l�tc.14 YZ fY = 3 I1 (3) r 10'1. ?psi A 4rt 3"1 (Z> f t = 1 151 = 101 p5r } ( 011 C1c. LpF EG1`t01■) e OpeIRTI E.S C4 DF Nio I .De4JE.> (415.5 51: 1020t F'b ( Soo 5 - 9 E l CF ( - .9g BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT 5 21-04 STo a 06/ r JOB NO. 6 12-0 0 0 - ' FIG. BY (H CHECKED BY * DATE 7 /Z 1 Q 7- SHEET xx OF_ Pv■12- 1-1Q : ar,1T 2E50 1 C9) 2 ` Iq, lo-2,r2 Fr 19 (a4-z C1�1 = 1o4 Z. r, 7 6 'JE.4 Deet)iL- t-E- To f6e. 4 ..RLp IV rc... r-1- kvitE.t� ., 20 So ,c. aw s . :S P Cz N' v i t` t.A `rr P� E 2t1." LS- To t U FY 11o7e BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT F7L-P1i Zl - DI' MTV . " e- JOB NO. C i 2 -.°94" FIG. BY CHECKED BY DATE 0 .-1 ` 1 9 SHEET± OF (Z�A G7 1orJ 04-ELK ► 5 C 1 rz..t g �► 1p'- -'E. �pA .e 55 1 — { V E. L.oA D p . VSO LaAQ = I Z- • Nol2-1 SDI~1 T kL. Rz = IQ a'IC -1)/Z r 1 o tJ A 2c z 5 = 1012. M>7 1b 2400 1.0 i t 13"I . I(05 64•51412-- = \51 2 ►Is psi 4, ICO5 •Dv- 2 - 4 W k-- 41.4 :10010 Wpt.: 12 -(14 27 0: 211 1 �x HOtI J T 09 1)78 = 155, Fr- lb Ies, dd 1t15CIT) Ctoi /15> ._ M 5r=4.1 41L i4.Oea.Vpi -CE PROJECT D FIG. BY \- HT Ci E.Y.) STik.Y1 eve-pea. (Co T t•-.3 k4 (Fr-11 No • V1TL STC) CHECKED BY 1 . ' b IFT - 0" H Re/U-110N\ E5) 389, 811 (4 ) (2. 57 DOft r . (31;0 5 2 ) 0 :- (0 C 2 A) r 16$141p3ri'lk Cfri 1 18, sr (esea) Iseolo FT-lb BE&C ENGINEERS JOB NO. e i ZO da)-4/L DATE %?;C: 9 2. Co•i ,DF/pr – 21-P, 14 220,012. 1E38 F T" 02 P.O. Box 3707 Seattle, Washington 98124•2207 Mail Stop: 151'Pel lb SHEETA.2. OF_ PROJECT Bt-PC1 2- MTh ''"rowl-Ar-rr FIG, BY ' - - 14-1 CHECKED BY Ulsri tJal 0.0fra. (C BE&C ENGINEERS 41 = 111 •MMIMIMIIIIMMI■•••1•1110.=1111011, Mail Stop: JOB NO 1 2.4:D e+ 0 DATE 34) *ho - ? SHEETkk x-r Ir' l'tz-o ( (owl fa Cltdi N/ ) = 21.2..CP 1 1 1,11t = zit Do F.1 co -= 1;600,00o • VR) (It) ry 4 .5‘t.. Mr Z 1 5 6 1 0 LP 1 Iiir7(2)(2.1Z+63) ILOS p$1, Ofr— 't Cpi ole— < 2400 psi. 014- P.O. Box 3707 Seattle, Washington 98124-2207 sommosoa• mum Nis •■ PROJECT � —a& 2J - c4 - FIG. BY t•1 C. 'M© .. srAolt_ Mfla ulJefem 1.) FeW cyuct -i tEiu -! 14 + VID .i. 11r I. LP ex71 ,cl s pui v-utJs alit , Gt xt-w rifQ )-( 13 7 o l q t 2 G , . A - C e 7 E . . r C . . , O , I N f - b t2Cr"cr f U t2l.t N S o¢.. IT1,6 t.(- t Jr ) Vifi fkr... efi'..:►MI Lotq Ds ' = (050/1- 4- = I o zP io ( r > ÷ no 2 CHECKED BY BE &C ENGINEERS JOB NO /21 DATE I O 4t461 �Z.. P.O. Sox 3707 Seattle, Washington 98124.2207 Mail Stop: 2 ;LIFT a- to "I z otb /r7 ('hi Co < 0 3CAi3co (,5) I 19 ps% ' .109 p :' N-1 eriK @ d FtL*v 15t4oex p -- Z'iD ' SHEET OF- 0,4 7 St* - 1 sc.tF Ca. Ea- Atuan....klakfl- gc70 P P12-A t IJ ' l PROJECT 5.-tea Z► -c4- JOB NO 1'7--0 G I e-t' FIG. BY CHECKED BY . 1/ DATE 11()A-0C997.. SHEE `' OF_ R ac , (= 4 -1-4 f- Coti�T7 MOMc-f.-Yr � �C v' Co( �1 ' coZP) " -9 ( ic02 )y 2„, FT-1b A i )1•V.9 i\ - - 4 41 BE &C ENGINEERS ••I4 - s = \O2. - = Lit 4i A = zitcpcis Cin -tr ex SEC - i t.J 2opra-a- ES 4(p► 31 2 32,3'IS 1 ex, i 0 r--1 'Te. = (01 5 a 4-1 + +Cal 51( .415) y Z.'. I Y4 + yi5(ros ) X123 l � -��,b� = i 5?, t "� 1�► `� P,O. Sox 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT FIG. BY M Rco P•41 L -INS CHECKED BY 4 BE &C ENGINEERS • J P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: JOB NO 9-2_041... DATE a 2 SHEE U 4 hc IC7 Dr- n OC - r +-) L. C.6.= 112F psi 44a:rz.r..1 �t •/U'J E I VHWe qccf- FR- +tr-t,nJ C9 PROJECT 5 Z1- 6d- FIG. BY l rAS Mail Stop: �j�� JOB NO `lZOq 4 - CHECKED BY :74 • DATE 10!�UG � !Z SHEEAIS Cc NIJzC.TIO1Q OF pu LJr.1 T94 Vz C Ex t5 @ 2) -0" oG ("1 Ma x zz., o4 BE &C ENGINEERS C K -Ts F>rL RA LL. fibre kYr T as-RE- Z TL) To Nr 1 4140 --- C bSr2J TI UE. otJ��( 1JEv:1 t - E U.- WILL. 1 e. Tr1. i t,y -,F evaz o To 4-1..1(0. Fi rM Minx Fo . c at...1 130 7 — Xt = 2.1.1a. 4- e- -I 5' 4- 4' t t ' (Dt 4. 3. 1' q 1 4- I 0 ` 4-10- K 14^4 - 14•5,"725 if■I I4 51 -f Ie1-311 5 (9 518 12. It4 y. ); 14r)15 P.O. Box 3707 Seattle, Washington 98124-2207 =z$ PROJECT P-A.x)(..1 2.1 o4- RcoF Fr2-4-r-Hoc.9 FIG. BY .11 CHECKED BY Co N ecr t (Cris-Yr P.( • • • +7 Fy u $f (/) Ex, I t 611.i C9 51-.1ESI (Z. 1)-1 . 3 1 /1.." tAFFIE)E . LY bLE. 5 • 12.10 1 k 9% lb ( 2 - `i 11) 4-Q CoS („ftbiri 4. 41004 E. IA" Ect:r e i'-d` cx. BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: JOB NO 9zoil- - OWL" DATE 1AC4C99Z. SHEE1AL. OF lb 93 Tbat-1 ( 2 ' 59 /4..5) = SO 11 a • 'f ft-14-"I !N67 PROJECT J 2 .1 — " FIG. BY CHECKED BY CpTo 42.1 11 0/FT ZL0 ) BE&C ENGINEERS 6/6--1/4( t5 ` 11 :)/F 1 -- /tAJL/ = po 6%'73 . 4 FT •C • z�s • `{ I Z> 13 1 Cz ) Vs- JOB NO —4242_0 /1 DATE /.hlue 1 Z to ff�,�:.�.. 1�Z 4-0, c a- +.ic :► P,O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: • o Ic... Z, ZX b F- N1 �. SHEET ! 'OF TO" 7 *G 8'0 Length (Clear Opening) Length (Clear Opening) U.LN -40,0 11 450 U LP-489G 4 • 1FF± :wP7z• v ' (} EPA(3 S6S3'LS �:. , , •� 792 - - ` <<:T20 ici. -r t1- tPAG�132'.f U LPAG "J • - ,� ;, }: 1}LPAG�6t 44 : 84 • • U -LPAG 4'0 5'0' 5'0" 10'0' 6'0 6'O 8'0' 9 10'0' 6'0' 7'0" 8'0' 9'0' 10'T Model No 049.6072 U -LP- 608 t U -LP -601 U-LP-60120 U- LPA -6072 U- LPA -608 U-LPA-609 U- LPA -60 U - LPA - 60 1 2 0 Model No U-LP U -LP -5 U -LP -54 t U- LPAG -6 U•LPAG-6 U•LPAG -6096 U•LPAG -60 U- LPAG -60 Ibs Big 300 360 420 to Smoky - Galvanized Steel 460 U-LP-6672 530 350 405 450 495 550 647 U -LP -668 Big Smoky - Aluminum U.LPA -6672 U- LPA -668 Ibs ea 500 570 380 435 487 Model No U -LPA -5 U- LPA -5460 U- LPA -5472 Mode` U-LP U•LP -728+ U -LPA- U -LPA - U-LPA -6696 U LPA ' Y fy(E - I 4. { U r. N i Vic ,.,,¢ , � :_ �., - Li -LPA- Big Smoky - Aluminum Cover and Galvanized Curb 455 414 U -LPAG -6672 55 483 U- LPAG -6684 531 U -LPAG 6696 , 590 Y' ,_ =.655 ' ' - U -LPA& _ - U- LPAfl-66t0 596 p 11Cr66 12Q":;:L r ;- >.-7312'.'•' =. - U U-LPAG- U•LPAG kJ-IPA-469U 336 U l P 353 U t.e U l PAG 4896 4'6" Wide Units (Clear Opening Dimension) - Low - Profile Style Only Galvanized Steel Its ea 30 5'0", 5'6" and 6'0" Wide Units (Clear Opening Dimension) - Low - Profile Style Only 5'6 Width 5'0' Width Model No i , ,. . U-LPAG-001'p� fir•- •,i.-s, 77'4. f ,.... . 4;�1• ' � ctal order for alt sizes and styles. '14 -gauge curb frame and counteritashing availa on spe t special a l siz 1 gauge cover available with UL Label for these 3 sizes on y - 0 Sizes with 2 torsion springs per teal ® Sizes with 3 torsion springs per leaf U SC -4696 4 0 Operating Mechanisms Concealed Torsion Soong r,1-1 Model Lock Bon La:crres 1 Curb Slot d I ADS ao -.m:ed m cos:r r 90 Clear inq use clear hatch o virtual bstructed, wit' hold-op— arm at one cor• torsion spring mounted ot in the cover. Smgle-Leat M 2. MMr-3 rSe•. - r•.cr,.' d on Co^mos•• Co V e`Y•'t Its K a s .. Inc sp Ip and pr; teat ar and o W fa alto b oth -pr .. steel• est are .its are t meet s . g electric Wlthoit Stripe m release a tog.— ecurity a ''•- required, ty� ided with to to ' bars in aquaq, patterns. ' • . Torso'.. Sonngs s. Vents for 510 5'6 and 6'0 Joist Spans cover slope when specified.) hes. G.1 .anlzed Steel: .C;er ard cover liner ;out .n: frame cove: 0.063, •ga,;ge galvanized 'cc Steel Curb and Irame 16.gauge gal - ,er and cover liner cover backing 22- r stool rt:oar;i on exterior of '•'rigid foam - fd.J :a'6 "wide 15'. 5'6" and Omensions. Cover Installations 'e•Mte Design Cover 12- Low•Proflie Style (U.LP) (Alt sizes furnished with curb included.) Hold•Opon Arm 2• BuyLine 4333 A14 Sloped Cover Style ((PSC) (Furnished with frame designed to fit on installed curb.) U-SC Units To obtain correct fil on tool curb. note that angie — contoured bottom flanges are furnished on sides only — no bottom flanges on ends. 3 cx* {2� I�-v�t ►�J C�-� PROJECT 7 —' !o4 - FIG, BY � .--1 15 CHECKED BY BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: JOB NO. 12.09 4- 1344--- DATE 10/lhel 9 Z SHEETA.a. OF— t"tz,F �('� -i4'W1 I r. PROJECT FIG. BY `.. 8E &C ENGINEERS G ► CHECKED BY SHo\L1t Ca- Am) (c - r 1�o T`ip r�t AKv,t r Ai.) ~ La .0 LA. ib /r - -, (s Pl-fb 4, , JOB NO. e -�' . A4' ,�� v DATE I 614 -1.t cti q L 5 TR •L2x 5 /►t, e7 .7; , t9 ,ti tb 1S0 (I1- = 1 1 G/, Ot , et.►" -i Firs T ,LI,rr 7C4 k 1 1 10 I6 :4 124.7 tit5E f 7-062 ofsL Fb use vk z a(: I Z (01 6 -IL .be FL.rt c. '1 I U ►J " Imo ) 60-0014,1 P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: SHEETS OF__ C ) . [ ' itti- wtIa --1 PROJECT N -•1 7-- — C s + p JOB NO. `� 7 094 FIG. BY iu-1 P CHECKED BY ! ` - ' F K DATE i O el It- SHEET ' OF b124/ t r■.) ( c r 1 z 2olce "r .s1 rJ ' I 1 T) L 27- T y /ft 14-Q A, t; t ks �. BE &C ENGINEERS 2 t 5 3/r k r 1 'zcgi s) /.. s ° ►( , r, ,s9L. Ito 1.61 0 1t:.o 1 si (, zS Ks•: dam' US E @ P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: .P.44-04 PROJECT a-0C-9 21 FIG. BY C-ut UiLh41i s cri-1,\T 1 La Ve soic hiterk . 14t t‘'tg-Axr 5 psP(9 1 )(70 i )(I 5 -) 'rz 1%o pr 4 T4.4 2 /He • 7% C3 JOB NO C iarDVA CHECKED BY " 1"-- DATE / SHE& OF— BE&C ENGINEERS HIA4. Lp pick D • To LicY.1 12;O (4;` 21,Caoa P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: BE &C ENGINEERS Q,_,Mail Stop: PROJECT � 7-1 - O 4 JOB NO. FIG. BY 1?a CHECKED BY ,'yf'-" tL IL-C Gu ■..X ► r' J P.O. Box 3707 Seattle, Washington 98124.2207 SHE6J OF_ LA>r1 13c fl- ) -- W I 1)0-/ _ 1)17 F->tc1 rJ Loan rtx p Tr. P /e) 93 Lira -6 x 3 `I Lon.1c DATE If,J4tY_7G' ?< F . 31 1.1^liNi i 2'1 • Cortugated Section Properties' WI. t S. l I. S- (- Gauge I pbsfsa.) 1 lin;1'h•) omen.) I (10 11.1 (tnYtt.) 30 60 .0198 .0049 .0187 .0049 29 74 .0242 .0061 .0228 .0061 26 90 ,.0293 .0074 .0276 .0074 24 111 .0357 , .0091 .0337 .0091 22 139 .0441 .0114 .0417 0114 Narrow Rib Sec ton Properties I, I W S- 1. S- I. Gau9e posJSQ.) (ini'h.) 1 (nYh.) Pratt) 1111/11 ) 24 143 .1139 .0847 .1047 .1207 22 179 .1592 1134 .1317 1518 20 215 .2102 1436 .1588 .1822 18 287 .3275 .2073 .2111 .2429 �`�✓ r`"- r( Narrow Rib ffillillliilll1111111111111111111 TS 1_4• -1 - 11 ) Narrow Rib(wall) I ar --II -'�• R•Narrow Rib (roof and wall) 2 Corrugated TS + --I 2 Corrugated • cipwrs ate cmcuwic0 to 1986 AISI5Decetcottonstot t 'Ir oes.on o' cola Immea stee. Be sun. to =tact rout PSC fewesrniatwr wnen cn'noa'inp C1o'ues aaa 0l00uCs DOW."' • 119ts %MCC assun'011011 tsea t'l 1.1)Ye ca¢u. ions 0. L03a lane% also awwere on Iroutsst Acoustical Systems PP UA With ASC Pacific perforated steel acoustical panels, you can easily design an economical, aura :••'ve • .,;; n . acoustical system for a varlet of , ?t` public assembly and industrial •i:.."1 n; applications. • 7 c - 1.-Vt . Any ASC Pacific profile can be ; - >;t ' +,; perforated either on the highs or tile -hns lows, or over the entire surface. - Perforated panels backed by fie- •'�,4 glass insulation are very effective at ; <? reducing ambient noise 'eve and _ solving other design criteria. ?anels . '= can be installed vertically, hc:izon • i :e.,i 1 ' or diagonally for design flexibility. cc -� F 4-4 IJC.1 PROJECT 27(..0(.9 - O t t' FIG. BY 4 t" s f CHECKED BY �vl o Ic _ Guvta' �9 I iJ S,vipy2,7 �Mo�L Cart - I.JetC .114- (..va.- 0— t,t.01l4.-rrk3 e ,( ii'/FT C = )_Z Y . 77 // LZ* 7-F 3//‘.., ! )C 4:1 s'-o. 01 . = 2, 4 CO / 5Fb BE &C ENGINEERS .f 15Il' /Fr NI F J pur2-LA r•I V'' IR, 2' Y To S uppcu 0-t CA*111 rJ 6? N = 2ti' 3" ,- -- .ri AL HA M1oMFvt.JT - 'LC.fr24- ,2S)% (5$5 Fr-. lb T 2.Y 4i-1( f o ST 1 2 b 14S C1 = 4-o 4 • ee d� Z IO MIA"- DATE /OAtiei L SHEETTOF JOB NO 1 zoq et= 2.4,z5Clico >Cl2-) +3C9,z5 .4 1 1B414 Ciz. 91%151. - 1c5 z5�y Tt• Ten-wi CO ► A P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: Sd 4I X841 PROJECT lB.-L_t7C� FIG. BY �`^^'� 4+2; PsL 4. s4z Flo = Fl Cop x-14 -6 ( CHECKED BY BE&C ENGINEERS JOB NO. g DATE 664-716 IJ ? ft9?tu1. s..+`-/ D A- = &3 P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: 0 4 {ro A 9 SHEET 2&OF— She PROJECT r1Gl t , r7 p' •Z /- FIG, BY ) C .1/ CHECKED BY G(J G 6<1•4e/ 5rea = Rl7 rr K „ .. 5x , r o = Ce, C z., r C uBc W/7Gre C = 1, .Z 1151 M6ltiod 2 C = 9 P✓ Roof IGH7r /s �4 = /7( s f o wi bld P, "essu"e Orr 0v4'4// ,5 /4frC, P� ec I eo � ✓ee? � G ,52 1 ,2s 6Z Ybe)6i .506,0) 1 25;)sF amd 0. )0 7 0) Pved Gl/ ;col Pie ssurc (c)u /'a'o/) -e) Goal/ ,o u ( E /c..,-, e., $ p _ (1,2 yl,6)(1-7 s Yl.o) = 32.6e Esc 33 , l;-v1 Seisrr,�'c. Uli e 1- ad Leal, BE &C ENGINEERS JOB NO 9,Z D ?q P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: el DATE 8-27- pZ SHEET OF • OF Eua7l on / / -/) /13 Nor; zdt-7/al 7 0- D,,S : /, 4 ula ecl .5/fa y 54 C = k /441/I Y a/c Sevc•e. ,She/ e PROJECT • I i / ' I JOB NO. 97 09 FIG. BY CHECKED BY PIA." DATE 2, 7 -92. SHEET L OF_ G ra✓/TU 4OQis A.sswyrie ≤ 4/ o c GSs / b� S / OS ' Rv O� 54,0w 104 = 2 S S c XI? Pl -5'64 Pone S L o4i C4»7 61► , a BE &C ENGINEERS z0 SF) /_.3,)4r /?55 i me SLru d'u rG l v ee c / - r - e7 es? I f/e4I /i. 54a ea Pe I1 A/5 G ?c 4 /5 Sha - 7;14 / M /c _I,- -iv /' = - /0 ,200 P. t J c i r . 3, 33 F./ %y •y /3,3. (5,33 Pt Yi4,33ft)(27 9 - . 2 P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: / PROJECT v0 �' /I G+ rt 2 /' UV FIG. BY t) ( 9 T4al n al CHECKED BY 10• DATE Z - 9Z SHEETI OF_ /0-"tee ..1_ BE &C ENGINEERS V; h / r-o dG es ! G i n a/ is a r» e $ JOB NO. 92 04' 4 / 7b ,5 �r v/ / ✓; h.. Bur'/ &/i hie / - 1/46 FS, .33 J Budd ;7 51hlc 5/e/ 5 5,33 'f ( X53/)(1) - )) 2 00 l4 ,55arn e Iy Mod ! -vaI Goes 1; `5Q To 8 o Sean-, lis5crrric C' /. &2s e Can,,ec /i'ov, 4.-/s /is h rl oic ball) 'fl /f — " e s - "T": H P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: C ,5hei/eir PROJECT Bud FIG. BY J C 41 CO R v e; t e-r111)6e 2 - o BE&C ENGINEERS JOB NO 92(794' CHECKED BY 144 DATE 0' - 27 - 9Z SHEET._ OF— ( 6/3 5,360 = 12)629-79 i6 P. 6/3 b )( 63 ft) /5 2 52I 96 6 = /2, 6 29. 79 46 2,5Z5.96 4 6/3 C /ess 104 ti() K ece .5 t i e) P F7a rn F.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: Shelftr PROJECT JyI 1 FIG. BY ( ) Cl �= “0 0 u �z 3120 R = (600 )(7, 63 4 / /il, 0 M0-777en1 @ 4 0) = (300 '9(7 a3 c4-.) 2,3 '/9 1 i3 /Llem 600 // it Al- 0 CHECKED BY BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: JOB NO. 92 0Q 1/1/ DATE p -z8-9. IV r e-rd 2, 34'9 64 336 6 ,4x is 1 300 c✓i iI .A.//r/ � Rai ��i �. R f if‘ ,P SHEE1�. . OF— .she Ilet PROJECT FIG. BY Check 2)- (2d J G P -/ CHECKED BY BE &C ENGINEERS Frii(C CS 4- / Slpro /' ?< Re A' 6 7 U +7S �r. ? Roos- gea -n JOB NO 9 ZO yy /2 DATE 0 - Zfs -72 See i9f/acheol " 5 7 - 449 tah 455umc i 6c%/ass Roof P na/ SDa-e7.5 Arc),/ 7 $v 7 $ /OxLJ x Y4( GrJe)477 = 2z, 4Z ' / z 17L d e Ror) pie/ - (533ff)/ (y Ft) 13.33 /,cf Dl. d m yx 6 .' Cpv$5 If = ( 'l, 667ftX )6.5:6Z 36, V5 11' Lao' / VG 1 /(a. on T i L . 0 2, 7 2 Z t/3,3_3 %,L 3 5, 75 '� . ,snow Guar. = 6.13*X/1)(45%) = 6 6 Us e 70 ' 04 1l1 o,, e. f 6-/.6 %)(J4 / L), = 735 ',L .9noi) = (7o ' 4) 0i Cf) L /z _ l 14/3 t Cdi ✓?o' � O-re vrr = Z 3 19 i b Wo✓'S Case L. I c- h;v7s7"io i. PL / y Sraki M * Al /�.tX, � 736 ib 1G� 4 Z, 3�/ 9 .. ._ 7 ` O13 : ,<i /z . . (v -) _ 3 6 5..5 / U 1 1 3 , 8' 7 K 14 P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: SHEET 6 OF STAAD PLANE FRAME ANALYSIS UNIT POUND FEET PAGE LENGTH 80.0 JOINT COOR• 1.0 0.0 ,0 7.42 .0 0.0 4 7.0 7.42 5 14.0 0.0 6 14.0 7.42 MEM INC 1 1 2 2 2 4 3 3 4 4 4.6 5 5 6 MEM PROP 1 3 5 TA ST TUB40403 2 4 TA ST TUB60404 CONSTANTS E STEEL ALL POI STEEL ALL DEN STEEL ALL SUP 1 3 5 PINNED LOADING 1 HORIZ 600 LB LOAD JOI LOAD 2 FX 600.0 PER ANAL PRI SUP REA MEM FORCE ALL FINISH jhce /- B lZ' C ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** C / * * S T A A D- III * ShecT 58 * REVISION 15.0b (VERSION 15 LEVEL 0) * * PROPRIETARY PROGRAM OF * * RESEARCH ENGINEERS INC. * * DATE= AUG 28 1992 * * TIME= 10:36:30 * * * ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1. STAAD PLANE FRAME ANALYSIS 2. UNIT POUND FEET 3. PAGE LENGTH 80.0 4. JOINT COOR 5. 1 0.0 0.0 6. 2 0.0 7.42 7. 3 7.0 0.0 8. 4 7.07.42 9. 5 14.0 0.0 10. 6 14.0 7.42 11. MEM INC 12. 1 1 4 14. 3 3 4 15. 4 4 6 16. 5 5 6 17. MEM PROP 18. 1 3 5 TA ST TUB4O403 19. 2 4.TA ST TUB60404 20. CONSTANTS 21. E STEEL ALL 22. POI STEEL ALL 23. DEN STEEL ALL 24. SUP 25. 1.3 5 PINNED 26. LOADING 1 HORIZ 600 LB LOAD 27. JOI LOAD 28. 2 FX 600.0 29. PER ANAL PROBLEM S T A T I S T I C S PAGE NO. 1 NUMBER OF JOINTS /MEMBER +ELEMENTS /SUPPORTS = 6/ 5/ 3 ORIGINAL /FINAL BAND -WIDTH = 2/ 2 TOTAL PRIMARY LOAD CASES = 1 TOTAL DEGREES OF FREEDOM = 12 SIZE OF STIFFNESS MATRIX = 84 DOUBLE PREC. WORDS TOTAL REQUIRED DISK SPACE = 0.01 MEGA - BYTES ++ PROCESSING 'ELEMENT STIFFNESS MATRIX. ++ PROCESSING GLOBAL STIFFNESS MATRIX. ++ PROCESSING TRIANGULAR FACTORIZATION. ++ CALCULATING JOINT DISPLACEMENTS. ++ CALCULATING ELEMENT FORCES. 30. PRI SUP REA 10:36:33 10:36:33 10:36:33 10:36 :34 10:36 :34 FRAME ANALYSIS SUPPORT REACTIONS —UNIT POUN FEET ir' INT LOAD FORCE —X FORCE —Y 1 1 — 189.19. — 318.20 3 1 — 221.88 0.39 5 1 — 188.94 317.80 * * *.c * * * * * * * *** 31. PRI MEM FORCE ALL STRUCTURE TYPE = PLANE PAGE NO. 2 FORCE —Z MOM —X MOM —Y MOM Z 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 END OF LATEST ANALYSIS RESULT * * * * * * * * * * * * ** $hee / ? FRAME ANALYSIS -- PAGE NO. 3 SheC / &/O MEMBER END FORCES STRUCTURE TYPE = PLANE • ALL UNITS ARE POUN FEET MEMB LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION MOM -Y MOM -Z 1 1 1 -318.20 189.19 0.00 0.00 0.00 0.00 2 318.20 - 189.19 0.00 0.00 0.00 1403.77 2 410.81 - 318.20 0.00 0.00 0.00 - 1403.77 4 -410.81 318.20 0.00 0.00 0.00 - 823.60 3 0.39 221.88 0.00, 0.00 0.00 0.00 4 -0.39 - 221.88 0.00 0.00 0.00 1646.33 1 4 188.89 - 317.80 0.00 0.00 0.00 - 822.73 6 -188.89 317.80 0.00 0.00 0.00 - 1401.90. 1 5 317.80 188.94 0.00 0.00 0.00 0.00 6 - 317.80 - 188.94 0.00 0.00 0.00 1401.90 * * * * * * * * * * * * ** END OF LATEST ANALYSIS RESULT * * * * *,* * * * * * * ** 32. FINISH * * * * * * * * * * * * * ** END OF STAAD -III * * * * * * * * * * * * * ** * * * * ** DATE= AUG 28,1992 TIME= 10:36:35 * * * * ** *************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * FOR QUESTIONS. ON STAAD - III /ISDS CONTACT: * RESEARCH ENGINEERS, INC AT 714 974 -2500 * TELEX: 4994385 FAX: 714 974 -4771 * **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** She / C-" BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124-2207 Mail Stop: PROJECT e'uddirt Q 1- Ott FIG. BY +� 7`,.5 /O X u /y b x Ax; a / f 'c e Gc4 60'0 t /J 600 � 59 z' .� Check_ Rear Roo( Beam TS 6x V e = 2, 76' E a/ /e7 , AC/ / 0,4 G ,L- n r CG (33 ''X')(7, z (4)( X? Y,/ z y99,92 Pi- 6,00 4 (6,1917 K'n /C, in3 = 9/,05 CHECKED BY , .3 Dye. To G4J41 4 1.8.4* JOB NO DATE S - 15,9 ,` n 3 = X93 ;4 `! 4 0Z K ,`,, Z' 9 7p 94 3- SHEEl" L OF.__ 7,3G;,i S = 5.g7 %4 = ZIP 9 in A - X159: . /562 / 1,4 T I �� 0-01 lei r� = 1 iGf C g ✓B-p►�i 577-WD) 3 e/ et PROJECT FIG. BY PL. A16 e,t-il ° 615 1470(7PY /z. life S ( Q0 4$ /�✓( r /duo L (je.tiFo� /6 Sow Goad na-,1 ,7d = ( 11 / 6 , 17{ -') z z = 2 66 Gt ),,' 5/ Case. Cor-,b; i S,'o, -, ;s .DL ¢ G!J„ew/ .5:4a / /Z. /$ ' ` , Nati 4 6 1 * 206 4 % =13/ 4 2d, 7? 20.77 'e. ?4/7, 3 ro 2 �y , 0 z /4.1 I(// z. • 8ui'/ h-q J / - 04' I C D " CHECKED BY Axial Load ice),-? Gr/i Y1(/ = 4/1/ S'ls'e s s es Che L Roo( S;ek 3e' BE&C ENGINEERS 3 O 1#914 DATE ' Z$"- 92 Weld nehneiii _ /Z 3o 6 ,435u ne 6'de J3 Nave Grp; al 1-1) D L = /6 I/ (/)(5 e) = 36 '/ z 17t no-,' = (36 :$)('i')7& '. 4 5noga e,1 64 i yy 5 1 )( 5 ) / 200 ''c P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: JOB NO f 7x19 1 / Ti Goxq X 1/4( Galelyti' = /5,6Z V/. /G AL SHEE.LZ OF__ 3h — PROJECT & IV / el 2 1 d � JOB NO QZO 9 7 FIG. BY J r %•! CHECKED BY DATE �5 ' 4- /Z, 630 ' * i Z We_ 12 go? i3 153, 7/ K I'k 153 -I 4 4,7 6 /Y, .� ri z ' a, & 6 � o, "" (e/6 %n z-)( 4 33,E J A— 4 7 1 0.3 8 ' „ Z 6/3 /446 9%n L 35/ S, e Ye y smdd /I riQ7C(i C heGk.. 7 Gal. Q �� . A✓eg = T 6,59 3.30 in "5 /^ = 1,5+" ) Ax ; 4l or / K. G&J, / e7 = /Z 630 .D, L , ( 4- �o.-,/- Rvvr 5e1—) = 735 Snow lluh a .,, ieuaf a) / /y, 6 /5 %)(EL) ( ' % )( ` ) 355 ,u Pend //x (- 9FXL z 60...„6/ 4 x;A l = / 6 /3 /1, BE &C ENGINEERS x ti x 3 46 C0 /u,,-,/15 N 9v P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: SHEET OF She/ e' PROJECT eU 1 G� �n(! l - D �I FIG. BY J C D Worst Case Loa) C— dinakor, CHECKED BY 355 I l 6 /3 ' 'MaX 217 _ 735 � t /Z 44 4- / / /3 1393 1)> = /67,2 / r7 z. zi yZ z /67. Zy n/3, 30 Tr 73 'l x X `'O6 2, Z / V4434 1e, z'" 01 5/ ' % /,/ 2- /67.21/ ' - ,`„A - 34,9/ %h V BE&C ENGINEERS we- 770 $/'hcskva 0.66 (l, 33 ) . 4 /0, ' 4,7 k -- o ►�s e/►iaS,'vk-el us Z (e, t) )(q4/; 13 12 03 JOB NO. 9209 6/ /4 14-.-.' DATE 0 -2 9? SHEETI'OF DL )4- 4 5.7 . w D, .?o �� z ,SU. 6 o K' A . ya36 ;el T = 51,56' 1,7 4/ 5 = 1 7'0 7 / /, /r7 a, 66 (e6 711 Z x / 33 ) P.O. Box 3707 Seattle, Washington 98124.2207 Mai) Stop: PROJECT gti r t Z/- r2' JOB NO FIG. BY J ( -D CHECKED BY 1 144 " ---. DATE L y = 1/1,55 . X % c„, lZ (/.13) = iZ, 3/ z Cr') ' 0. s..6 (5.'Je y) 0.5/ ,. %t f (o, F 9/ � 2 / 1 2,3) `� o- ` 1/4"$ IZ�3/ 613 Z3 XI /r) 12,31 G in z- 8/ BE&C ENGINEERS lZ (or, ovv , )) (I- :33) 2�(/Z7,63) 06 F t �6 (v, 60)6/6 . X.,) V, N `.`� O . e s - % v k , Use :5 '/o / /s. Cent ill P ei e ea T'I U Welds mee y _ nspec.ka-r-t P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: SHEET OF _ .5h PROJECT RV / a J FIG. BY G� /l'.; GJ /'r71 Pre sseerc o Sh rJ 1) z)(Isz)( 17 24/5 z stsr z Max. WI'rlG! (/I2 /r'leT U /e,r,r7 (Z 5 f 1A /N . ) MAX, -- 77 9 /41 49), 0-y7 C e /V 'egle�G1"j 5�r�(� P d Lad J th - 2 5 z 6 '' � AG /4 004 t3as e. Design 1.c C5 CHECKED BY u� BE &C ENGINEERS JOB NO 9 9 42 ` - DATE 8 - 3I - 9Z P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: 3004/ �� u go? 6 Nov,' 2 2 /3 /S 27oivr? SHEEia. OF Sh PROJECT FIG. BY �y 134ie l� 5 „,/;n /7v / ��r,/ re If, F 3/4 300 — oo =6,0/ D�s� 1. (a. 7,5 , ` ,1) Z(5=7 )/'6 i9e,d; : i 57/e ss 075 0. '/69' in ' - rse % kk/I k 50// yy J j COO /)//004 hie (w/ 05 c 414)-01 - az/ CHECKED BY EE &C ENGINEERS JOB NO (AP -f i 0 1 1 4? ;e, i2, e2 /., v 73 (36 l%„ > ,C; P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: DATE C? 3/ - 9 Z SHEET, 7 _ 3 Ali ; g",n ✓ol 5444/ A 3; /Z5 id She./ PROJECT FIG. BY aaea JGD CHECKED BY BE &C ENGINEERS JOB NO DATE P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: ei, pi/ 8'-3/- 92 /a ssa 300D C u Ili tv-rc� 4 gs/ . a, e, �3 6a /> %O'/ ,/,60/7 G 3,/z5 Oi /e, Us � Bas e / %/ x J- ,,.k ea / . (Z) 3 ��/ �( X " �ary�JC�• 50/7 SHEET. ,.,SL OF_ Shed e-e PROJECT '&77; z)- JOB NO. FIG. BY J CD CHECKED BY "fr` DATE - 3/- 9 2 SHEEP ' OF — 0 y xw,,. &/i Ern,k71, S / ea," l ohs cc 7 , Re �!• BE&C ENGINEERS P.O. Box 3707 Seattle, Washington 98124 -2207 Mail Stop: /.ear✓ J� 4im �9s Re d o e / BE &C ENGINEERS P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: PROJECT 21` bt–' FIG. BY 4H e I A-4 V o pri / pwasOli b W 4- (3 1) CHECKED BY DATE I2)2,2kc 14 -1b 1 + - ( 1-1 ) 1 /( 0 1 , JOB NO (Apt -I F7 I. I : Il' tL 1 r, 1 000 4041 Dl Lit ,fir , rL b *- (5.77* f L SHEET 0...01 I — 0 X 0 -t4 PROJECT BL1 74 M fl— S ' 01 �} !7 r JOB NO. 12446' FIG. BY CHECKED BY DATE II- F _ cl Z- SHEET P2. OF_ Mpo( Ay.l,rt- a- z.l') 16 /-1 4 K qt--1 FT = 50041 b r1 A)( r-{L. I N.) (P) L -E.5 50 v2 4 ( 9MrL (p' fr1 is BE &C ENGINEERS 1% C,9-7,i 4 =- ;) - ,Z, ►j'ib Ib (22) - Obi 00Z OV.. P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: FLAN104-ir.)( V'(l 2� \ - ( t),6 ? L 4/2_ icNr7) (v)(4)0(0) ( � P.O. Box 3707 Seattle, Washington 98124.2207 ,� L Mail Stop: PROJECT E L Z•\ - + r`±rL S' ►�' - - E JOB NO 1X1'1 T CHECKED BY 444 -' DATE « t l t. SHEETb� OF_ FIG. BY 1 b ��a a .p s l (Co p,i?. ') - ir � Qlb I' l /.f�/f r Cam' L P f c›12..? 10 CI'C1 > 75' /r, d ^ I : Z •g-`› Cd'st -K &: Grd igScc log - i% C4)(t2)(q) • 401(0 s , 2. (coo) Ia. �-1P V 12 ( 7T,'s 21,O'it0 (tlh7) BE&C ENGINEERS &t—J l ' '- ' �3 C� - 0 7 BE&C ENGINEERS PROJECT JOB NO FIG. BY CHECKED BY DATE SHEET_ OF_ P.O. Box 3707 Seattle, Washington 98124.2207 Mail Stop: BE &C ENGINEERS Prepared By: Architectural: Structural: Mechanical: Electrical: Civil: Mat'I. Handling: Spec. Coord.: Approved By: Design Principal: Proj. Engineer: BE &C ENGINEERS INC. 14675 Interurban Avenue South Seattle, Washington 98168 TECHNICAL SPECIFICATIONS For RAW MATERIAL STORAGE BUILDING 21-04 DEVELOPMENTAL CENTER RENTON, WASHINGTON SPECIFICATION NUMBER: DCA -9- 92045 -TS -01 DATE: OCTOBER 12, 1992 C, 12- te Al. BE &C RAW MATERIAL STORAGE ENGINEERS BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 NUMBER TITLE TABLE OF CONTENTS DIV. 1 GENERAL REQUIREMENTS 01010 SUMMARY OF WORK 01045 CUTTING AND PATCHING 01060 REGULATORY REQUIREMENTS 01075 DEFINITIONS AND INTENT 01090 REFERENCED STANDARDS 01 120 ALTERATION PROJECT PROCEDURES 01300 SUBMITTALS 01400 QUALITY CONTROL. 01600 MATERIAL AND EQUIPMENT 01630 PRODUCT OPTIONS AND SUBSTITUTIONS 01720 PROJECT RECORD DOCUMENTS 01730 OPERATING AND MAINTENANCE DATA 01740 WARRANTIES AND BONDS DIV. 2 SITEWORK 02070 SELECTIVE DEMOUTION 3 02200 EARTHWORK 3 02510 ASPHALT PAVEMENT 3 02665 FIRE WATER DISTRIBUTION 5 DCA•0•02045.01 8/27/02 TABLE OF CONTENTS 12 OCTOBER 1992 PAGES 4 2 2 3 2 2 4 10 3 3 3 3 4 2 BE &C RAW MATERIAL STORAGE ENGINEERS BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 DIV. 3 CONCRETE 03100 CONCRETE FORMWORK 03200 CONCRETE REINFORCEMENT 03300 CAST -IN -PLACE CONCRETE DIV. 4 MASONRY (NOT USED) DIV.5 METALS 05120 STRUCTURAL STEEL 05500 METAL FABRICATIONS DCA•9. 92045.01 8127192 TABLE OF CONTENTS 12 OCTOBER 1992 2 1 3 7 3 DIV. 6 WOOD AND PLASTIC 06151 CARPENTRY 3 DIV. 7 THERMAL AND MOISTURE PROTECTION 07210 BUILDING INSULATION 1 07270 FIRESTOPPING 4 07412 MANUFACTURED WALL PANELS 3 07560 ROOF REPAIRS 4 07726 SMOKE VENT HATCHES 3 07800 SKYLIGHTS 2 07910 CAULKING AND SEALING 2 DIV. 8 DOORS AND WINDOWS 08308 FLEXIBLE STRIP DOOR 1 08710 FINISH HARDWARE q B E &C RAW MATERIAL STORAGE ENGINEERS BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 DIV. 11 - 14 (NOT USED) DIV. 15 MECHANICAL 15010 BASIC MECHANICAL REQUIREMENTS 15050 BASIC MATERIALS AND METHODS 15060 GENERAL PIPING REQUIREMENTS 15069 FUEL GAS PIPING 15110 VALVES 15140 PIPE SUPPORTS AND ANCHORS; SLEEVES 15145 SEISMIC BRACING AND RESTRAINTS 15190 MECHANICAL IDENTIFICATION 15330 WET -PIPE SPRINKLER SYSTEM 15375 WET STANDPIPE SYSTEM 15835 TERMINAL HEATING UNITS DCA•9•92045.01 8/27192 TABLE OF CONTENTS 12 OCTOBER 1992 DIV. 9 FINISHES 09678 RESILIENT BASE 2 09900 PAINTING 8 DIV. 10 SPECIALTIES 10523 PORTABLE FIRE EXTINGUISHERS 2 10526 FIRE EXTINGUISHERS AND HOSE CABINETS 1 10 615 DEMOUNTABLE PARTITIONS 2 10 616 PARTITIONS 1 6 4 12 3 4 5 5 3 7 6 2 BE &C ENGINEERS DCA•9•92045.01 8127/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 DIV. 16 ELECTRICAL 16010 BASIC ELECTRICAL REQUIREMENTS 5 16111 CONDUIT 5 16112 SURFACE RACEWAYS 1 16120 WIRE AND CABLE .3 16130 BOXES 3 16141 WIRING DEVICES 3 16180 EQUIPMENT WIRING SYSTEMS 2 16190 SUPPORTING DEVICES 3 16195 ELECTRICAL IDENTIFICATION (Plus attached 6 Panel Schedules) 2 END OF TABLE OF CONTENTS TABLE OF CONTENTS 12 OCTOBER 1992 BE &C RAW MATERIAL STORAGE SECTION 01010 ENGINEERS BUILDING 21 -04 SUMMARY OF WORK SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 PART 1 GENERAL 1.01 WORK INCLUDES A. General construction of tenant improvement to an existing storage facility. 1. Removal/demolition to include removal of— a Existing storage racks b. Storage shelves c. Shop fencing d. Crane foundations e. Mechanical equipment and components f. Electrical equipment and components 2 . Improvements to include: a Exterior sheds (3) on slab b. Bollards c. Floor striping d. Shelving e. Demountable partitions and door hardware f. Additional roof framing g. Additional fire sprinkler protection h. Fire extinguishers i . Hose and hose cabinets j . Smoke curtains and vents k. Relocate mechanical equipment and components I . Relocate and add electrical equipment and components m. - Additional lighting and power n. Additional fire sprinkler main and associated components. DCA•9•92045.01:A 10/12/92 010 -1 BE&C ENGINEERS 1.02 OWNER AND LOCATION RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 A. The Owner Is: Boeing Defense and Space Group P.O. Box 3707 Seattle, Washington 98124 -2207 (206) 655 -2121 B . The Project is located at: East Marginal Way Corporate Park Building 21 -04 (Warehouse "B ") 3417 South 120th Place Tukwila, Washington 98168 END OF SECTION DCA•9•92046.01 A. 01 010.2 10/12/92 SECTION 01010 SUMMARY OF WORK 12 OCTOBER 1992 BE &C ENGINEERS PART 1 GENERAL 1 .01 A. OCA•9. 92045.01 :A 10/12/92 SECTION INCLUDES Cutting, fitting, and patching required to complete the Project, several parts fit together. B. Uncovering portions of nonconforming, ill -timed installations correction. C. Removing defective installations and work not conforming to Contract Documents. D. Providing routine penetrations of nonstructural surfaces for electrical installations. PART 2 - PRODUCTS 2.01 MATERIALS A. Comply with specifications and standards for affected products. PART 3 - EXECUTION 3.01 INSPECTION RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 01045 -1 SECTION 01045 CUTTING AND PATCHING 12 OCTOBER 1992 and to make its to provide for requirements of mechanical and 1.02 RELATED SECTIONS Division 15 - Mechanical Work Division 16 - Electrical Work Individual specification sections: Cutting and patching incidental to work of those sections. 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. 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. BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 01045 CUTTING AND PATCHING 12 OCTOBER 1992 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. 00A•9•f2046.01;A 10/12/42 END OF SECTION 01045 -2 BE &C ENGINEERS 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. 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 Gas Permits and Inspections 2. Dept. of Public Works King County Administration Building Seattle Roads Division Solid Waste Division Surface Water Management Division 3. Airport - Boeing Field Seattle Airport Engineer (206) 587 -2732 (206) 587 -2727 (206) 344 -7490 (206) 344 -3840 (206) 344 -3874 (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 Shorelands and Wetlands Development (206) 433 -1847 Fire Marshall (206) 575 -4404 Street Use Permits (206) 433 -1850 Storm Sewer (other than Boeing Field) (206) 433 -1850 DCA•9•92046.01;A 10/12/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 01 060 - 1 SECTION 01060 REGULATORY REQUIREMEN)'S 12 OCTOBER 1992 BE &C ENGINEERS DCA09.92046.01:A 10/12192 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 01060 - 2 SECTION 01060 REGULATORY REQUIREMENTS 12 OCTOBER 1992 D. Washington State 1. Dept. of Labor and Industries (DOLT) Electrical Permits and Inspections 19435 W Valley Highway - Bldg. S -108 Kent E. Other as applicable. Workplace Safety Inspections 300 W Harrison - Room 301 Seattle (206) 872 -6363 (206) 281 -5740 1.03 CODES AND REGULATIONS A. General: Codes and regulations apply as adopted and amended by Regulatory Authorities. Codes and regulations applicable to project 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. Uniform Fire Code (UFC). 10. National Fire Protection Agency (NFPA): a. NAPA 13 - Standard for the Installation of Sprinkler Systems b. NFPA 24 - Standard for Private Fire Mains and their Appurtenances. c. NFPA 231 C - Standard for Rack Storage of Materials. d. NFPA 54 - National Gas Fuel Code 11. Other as applicable. BE &C RAW MATERIAL STORAGE SECTION 01060 ENGINEERS BUILDING 21 -04 REGULATORY REQUIREMENTS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 1.04 PUBLIC UTILITIES A. Water B. Sewer D. Electric PART 2 - PRODUCTS (NOT USED) Solid Waste Disposal - see King County. Washington Natural Gas Co. 815 Mercer St. Seattle (206) 464-1999 . Telephone US West Communications Seattle (206) 346 -8500 Underground Utility Locating Service 1-800-424-5555 H. Other as applicable. PART 3 - EXECUTION (NOT USED) DCA•9.92046.01:A 10 /12 /02 Seattle Water Department 821 Second Avenue Seattle Engineering Seattle Sewer Utility Seattle Municipal Building Seattle Site sewer permits and inspection Seattle City Light 1015 Third Avenue Seattle (206) 625 -3000 Gas END OF SECTION 01060 - 3 (206) 625 -4125 (206) 625 -2317 BE &C ENGINEERS DCA•9•02045.01:A 10112/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 01075-1 SECTION 01075 DEFINITIONS AND INTENT 12 OCTOBER 1992 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. BE &C ENGINEERS DCA•9•92045.01:A 10/12/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 END OF SECTION 01075 -2 SECTION 01075 DEFINITIONS AND INTENT 12 OCTOBER 1992 Dimension notations on Drawings 5 Drawing dimensions and measurements: 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. BE &C RAW MATERIAL STORAGE SECTION 01090 ENGINEERS BUILDING 21 -04 REFERENCED STANDARDS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 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. 1.02 QUALITY ASSURANCE A. Copies on site: Provide one copy of the following references on site for use by everyone involved with Project. 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 .02 QUALITY ASSURANCE A. Copies on site: Provide one copy of the following references on site for use by everyone involved with Project. 1. General reference a. Uniform Building Code (UBC) b. UBC Standards c. Uniform Fire Code (UFC) d. Uniform Plumbing Code (UPC) e. WISHA Regulations DCA•9•92046.01:A 10/12/92 01090 -1 BE &C ENGINEERS f. Washington Handicapped Accessibility Standards g. Americans with Disabilities Act Accessibility Guidelines (ADAAG). h. ASTM Standards in Building Codes; 29th Edition I. Local building code amendments and additions. 2. Cited references by individual sections in Divisions 2 through 16. B. Other references: Factory Mutual Engineering Association(FM) Industrial Risk insurers (IRI) National Fire Protection Association (NFPA) Underwriter's Laboratory (UL) 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. PART 3 - EXECUTION (NOT USED) DCA•04112045.01:A 10/12/02 .. " RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 END OF SECTION 01090.2 SECTION 01090 REFERENCED STANDARDS 12 OCTOBER 1992 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 PART 1 GENERAL 1.01 SECTION INCLUDES SECTION 01120 ALTERATION PROJECT PROCEDURES 12 OCTOBER 1992 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 1.0 3 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. DCA - 9.92046.01 :A 10/12/92 01120 -1 BE &C SECTION 01120 ENGINEERS RAW MATERIAL STORAGE ALTERATION PROJECT BUILDING 21 -04 PROCEDURES SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 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. 3.0 2 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. DCA•O42045.O1:A 10112/02 01120-2 BE &C ENGINEERS SECTION 01120 RAW MATERIAL STORAGE ALTERATION PROJECT BUILDING 21 -04 PROCEDURES SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 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. 3.0 3 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. OCA•9•92045.01:A 10112/92 01120-3 BE &C ENGINEERS 3.06 CLEANING DCA•0•02045.01:A 10/12/02 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 01120 ALTERATION PROJECT PROCEDURES 12 OCTOBER 1992 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. A 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. At completion of alteration work in each area, provide final cleaning and return space to condition suitable for use by Owner. END OF SECTION 01120-4 BE&C RAW MATERIAL STORAGE ENGINEERS BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 DCA•9•92045.01:A 10/12/92 01300 -1 SECTION 01300 SUBMITTALS 12 OCTOBER 1992 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 15330 - Wet -Pipe Sprinkler System: Additional approvals. Section 15375 - Wet Standpipe System: Additional approvals. 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. BE &C RAW MATERIAL STORAGE ENGINEERS BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 01300 SUBMITTALS 12 OCTOBER 1992 2. When additional review and approval beyond the Engineer is required, allow 10 working days for each reviewing agency. 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 resubmittals 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. 00A•4•42045•01:A 01300.2 10/12/92 BE &C ENGINEERS DCA•9•92045.01:A 10/12/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 01300-3 SECTION 01300 SUBMITTALS 12 OCTOBER 1992 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. 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. 1.0 8 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. 1.09 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. BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 01300 SUBMITTALS 12 OCTOBER 1992 B. Indicate that material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. Certificates may be recent or previous test results on material or product, as acceptable to Construction Manager. 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. 1.14 SUBMITTALS CHECKLIST A The attached checklist is provided as a convenience for summarizing required submittals. Not all listed submittals may be applicable to this Project. Listed submittals may not be complete. Submit items required in each Specification Section whether included in Checklist or not. DCA•9•92045.01:A 10/12/92 .. 01 BE &C RAW MATERIAL STORAGE ENGINEERS BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SUBMITTALS CHECKLIST (A) SPEC SEC SC SC SC SC SC OCA•0•92045.01 :A 10/12/92 (B) ITEM PERMITS SUBCONTRACTOR LISTING INSURANCE REMITS LABOR AND PERSONNEL WORKERS' PASSES OSHA HAZARD COMMUNICATION STD Submittals required by various specification sections include but are not limited to: (C) (D) Shop Mat • List 01300 - 5 Submittals (E) Prod Data APPR (F) (G) (H) (J) Sam' Cert O&M Other SECTION 01300 SUBMITTALS 12 OCTOBER 1992 A K) (L) BE &C RAW MATERIAL STORAGE SECTION 01300 ENGINEERS BUILDING 21 -04 SUBMITTALS SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 SUBMITTALS CHECKLIST (A) (B) SPEC ITEM SEC GC AUTH. REPRESENTATIVE GC BONDS; PERFORMANCE AND PAYMENT GC CONTRACTORS INSURANCE CONSTRUCTION SCHEDULE GC PROGRESS GC AS -BUILT DRAWINGS GC MAINTENANCE INFORMATIO GC CONTRACTOR'S PLANT, EQUIPMENT AND FACILITIES GC SAFELY SAFETY PROGRAM PLANS GC ACCIDENT REPORTS GC PROTECTION OF PROPERTY SECURITY GC PROTECTION OF PROPERTY; FIRE PREVENTION GC FINAL INSPECTION AND ACCEPTANCE DCA- 9.92045.o1:A 10/12/92 Subrnittals required by various specification sections include, but are not limited to: (C) Shop Dwo (D) Mat List 01300-6 Submittals APPR (E) (F) Prod Samp Data (G) Cert * (H) O &M Recd. (J) Other * * * K) ( ) BE &C RAW MATERIAL STORAGE SECTION 01300 ENGINEERS BUILDING 21 -04 SUBMITTALS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 SUBMITTALS CHECKLIST (A) SPEC SEC GC GC DCA- 0.02045.01:A 10112/02 (B) ITEM MEASUREMENT OF AND PAYMENT FOR WORK; CONTRACTOR'S PRICE BREAKDOWN FINAL INVOICE, ESTIMATE Submittals required by various specification sections include but are not limited to: Shop ) Dwg Mat List 01300-7 Submittals APPR (E) (F) (G) Prod Samp Cert Data O &M Read. (J) (K) Other * (L) BE &C RAW MATERIAL STORAGE SECTION 01300 ENGINEERS BUILDING 21 -04 SUBMITTALS SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 SUBMITTALS CHECKLIST Submittals required by various specification sections include but are not limited to: Submittals APPR (A) SPEC SIC 01045 01300 01400 01630 01720 01730 01740 02070 02510 02665 03100 03200 03300 05120 05500 06151 07210 07270 DCA•0•02045.01:A 10/12/02 (B) ITEM CUTTING AND PATCHING SUBMITTALS QUALITY CONTROL PRODUCT OPTIONS AND SUBSTITUTIONS PROJECT RECORD DOCUMENTS OPERATION AND MAINTENANCE DATA WARRANTIES AND BONDS SELECTIVE DEMOLITION ASPHALT PAVEMENT FIRE WATER DISTRIBUTION CONCRETE FORMWORK CONCRETE REINFORCEMENT CAST -IN -PLACE CONCRETE STRUCTURAL STEEL METAL FABRICATIONS CARPENTRY BUILDING INSULATION FIRESTOPPING (C) Shop * a * 01300 -8 (D) (E) (F) Mat Prod Sarnp List Data * * * * (G) Cert * * * (H) O &M (J) Other * * * * * (K) (L) BE &C ENGINEERS SUBMITTALS CHECKLIST Submittals required by various specification sections include, but are not limited to: (A) SPEC SiE 07412 07560 07726 07800 07910 08308 08710 09678 09900 10523 10526 10615 10616 15010 15050 15060 0 CA•9.92046.01:A 10/12/02 METHODS (B) ITEM MANUFACTURED WALL PANELS ROOF REPAIRS SMOKE VENT HATCHES SKYUGHTS CAULKING AND SEALING FLEXIBLE STRIP DOOR FINISH HARDWARE RESILIENT BASE PAINTING PORTABLE FIRE EXTINGUISHERS FIRE EXTINGUISHER & HOSE CABINETS DEMOUNTABLE PARTITIONS PARTITIONS BASIC MECHANICAL REQUIREMENTS BASIC MATERIALS AND GENERAL PIPING REQUIREMENTS RAW MATERIAL STORAGE SECTION 01300 BUILDING 21 -04 SUBMITTALS SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 (C) Shop Dwq (D) Mat List 01300 - 9 Submittals (E) (F) (G) Prod Samp Cart Data APPR w R • (H) O &M Recd. • (J) Other i K) (L) BE &C RAW MATERIAL STORAGE SECTION 01300 ENGINEERS BUILDING 21 -04 SUBMITTALS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 SUBMITTALS CHECKLIST (A) SPEC 15069 15110 15140 15145 15190 15330 15375 15835 16010 16112 16120 16141 16190 16195 (B) ITEM DCA•9•92045.01:A 10/12/92 FUEL GAS PIPING VALVES MECHANICAL IDENTIFICATION PIPE SUPPORTS AND ANCHORS; SLEEVES SEISMIC BRACING AND RESTRAINT WET -PIPE SPRINKLER SYSTEM WET STANDPIPE SYSTEM TERMINAL HEATING UNITS BASIC ELECTRICAL REQUIREMENTS SURFACE RACEWAYS WIRE AND CABLE WIRING DEVICES SUPPORTING DEVICES ELECTRICAL IDENTIFICATION Submittals required by various specification sections include but are not limited to: (C) hop a R 01300 -10 Submittals APPR (0) (F) (3) Mat Prod Sam. Cart List Data r END OF SECTION A (K) (L) BE &C RAW MATERIAL STORAGE SECTION 01400 ENGINEERS BUILDING 21-04 QUALITY CONTROL SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 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 LIMITATIONS OF AUTHORITY OF 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. 3. Perform duties of Contractor. 4. Stop the work. OCA•0•02046.01:A 10/12/92 01400 -1 BE &C RAW MATERIAL STORAGE ENGINEERS BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 1.07 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 QUALITY 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 RESPONSIBIUTIES A Deliver to laboratory at designated location, adequate samples of materials proposed to 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 to 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 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. DCA•0•02045.01:A 10/12/02 01400-2 SECTION 01400 QUALITY CONTROL 12 OCTOBER 1992 BE &C RAW MATERIAL STORAGE SECTION 01400 ENGINEERS BUILDING 21 -04 QUALITY CONTROL SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 3.0 5 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. DCA4- 92045.01:A 10(12/02 Section Title DIVISION 2 - SITEWORK 0 2 2 0 0 EARTHWORK DIVISION 3 - CONCRETE 0 3 3 0 0 CAST -IN -PLACE CONCRETE DIVISION 5 - METALS 0 512 0 STRUCTURAL STEEL 0 END OF SECTION Source QC Field QC BE &C ENGINEERS PART 1 1.01 A GENERAL SECTION INCLUDES Transporting, handing, storing, and protecting products, materials, and equipment, and incorporating them into the work. 1. Unless otherwise specified or shown, materials and equipment are required to be new. Comply with make, type, size, and quality specified, or as specifically approved in writing by the Construction Manager. 2. Manufactured and fabricated products: a Design, fabricate, and assemble in accordance with applicable reference standards and specified requirements. b. Manufacture like parts of duplicate units to standard sizes and gages and to be interchangeable. 1) Two or more items of the same kind are required to be identical and fabricated by same manufacturer. c. Adhere to indicated equipment capacities, sizes, and dimensions unless variations are specifically approved in writing. 3. Do not use materials and equipment for other than designed or specified purposes and uses. B. Long - lead -time items: 1. Provide copies of purchase orders to the Construction Manager as soon as you receive Notice to Proceed. Forward copies of acknowledgement, production, and shipping schedules as you receive them. 1.02 RELATED SECTIONS Section 01075 - Definitions and Intent Section 01300 - Submittals Section 01630 - Product Options and Substitutions 1.03 MANUFACTURER'S INSTRUCTIONS A Until project is complete, keep one complete set of installation and maintenance Instructions for .materials and equipment at job site. DCA•0•02046.01:A 10/12/02 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 01600 - 1 SECTION 01600 MATERIAL AND EQUIPMENT 12 OCTOBER 1992 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 01600 MATERIAL AND EQUIPMENT 12 OCTOBER 1992 B. Install products in accordance with manufacturer's recommendations, directions, and specified requirements. 1. If job conditions or specified requirements conflict with manufacturer's instructions, consult the Construction Manager for further instructions. 2. Do not proceed with work without clear instructions. 3. Do not omit preparatory steps or installation procedure. 1.04 TRANSPORTATION AND HANDLJNG A. Arrange deliveries of products in accordance with Progress Schedule. Coordinate to avoid conflict with work and site conditions. 1. Deliver products in undamaged condition, in manufacturer's original containers or packaging, and with identifying labels intact and legible. 2. Inspect shipments immediately on delivery. a Ensure compliance with requirements of Contract Documents and approved submittals. b. Ensure that products are protected and undamaged. B. Provide required personnel and equipment needed to handle and store products. Prevent damage to products. 1.05 STORAGE AND PROTECTION A Consult with the Construction Manager to determine acceptable storage locations. 1. Store and protect products in accordance with manufacturer's instructions and with seals and labels intact and legible. DCA•9•92046.01:A 10/12/92 2. Exterior storage of fabricated products: Place on sloped supports, above ground. Prevent damage from the elements. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to avoid condensation. 3. Store loose granular materials on solid flat surfaces in a well- drained area. Prevent mixing with foreign matter. 4. Store material subject to temperature and humidity change in weather - tight, climate- controlled enclosures. B. Provide comparable offsite storage and protection when site does not permit onsite storage or protection. 01600 -2 BE &C ENGINEERS DOA•9.92045.O 1:A 10/12/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 01600 -3 SECTION 01600 MATERIAL AND EQUIPMENT 12 OCTOBER 1992 C. Arrange storage to provide easy access for periodic inspection. Ensure products are - 1. Maintained under specified conditions. 2. Kept free from damage or deterioration. D. Protect products after installation until acceptance by Owner. 1. Protect against traffic damage, subsequent construction operations, and similar conditions. Provide substantial coverings such as boarding, building paper, and polyethylene sheeting. 2. Maintain protection until Owner's acceptance. Remove coverings when no longer needed. 3. Repair damage to original condition or install new material. 1.06 SUBMITTALS A Prepare and submit list of materials to be used in the Project. See Section 01300, and individual specification sections. 1. Submit list of color and finish selections for Owner's review and acceptance through the Construction Manager. . Obtain acceptance before ordering. Materials entered into the work without acceptance require removal and installation of approved material. Furnish specified and other accepted materials at no additional cost to Owner. BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21-04 SPEC. NO. DCA -9- 92045 -TS -01 PART 1 GENERAL 1.01 SECTION INCLUDES A. Contractor's options in selection of products. 1.02 SUBMITTALS 1.03 OPTIONS 1.04 CONTRACTOR REPRESENTATIONS: DCA- 9•92048 -01:A 01630-1 10/12/92 SECTION 01630 PRODUCT OPTIONS AND SUBSTITUTIONS 12 OCTOBER 1992 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. 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. O 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. A. I have personally investigated proposed product and, in my opinion, it is equal 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. BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 E. My cost impact figures are complete and include related costs under the Contract, but exclude costs under separate contracts. See attached form. 1.05 LIMITATIONS ON SUBSTITUTIONS SECTION 01630 PRODUCT OPTIONS AND SUBSTITUTIONS 12 OCTOBER 1992 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 responsibiility 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 certain 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. DCA•9•92046.017A 10/12/92 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. 01630 -2 BE&C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 01630 PRODUCT OPTIONS AND SUBSTITUTIONS 12 OCTOBER 1992 SUBSTITUTION REQUEST FORM SPECIFIED ITEM: Section Paragraph 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. Specified Item 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 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 specified warranty requirements. E. Maintenance and service parts will be locally available for the proposed substitution. F. Savings will be passed along to Owner. (Attach statement showing accounting of changes to the Contract sum.) 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 DCA•9•92O4 .01:A 101/2/92 01630 -3 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 OCA•9•92045•O1:A 10/12/92 01720 -1 SECTION 01720 PROJECT RECORD DOCUMENTS 12 OCTOBER 1992 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 .0 2 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. Do not use record documents for construction purposes. C. Keep documents and samples available for inspection by Construction Manager. 1.04 MARKING DEVICES A Provide felt -tip marking pens for recording information in color code. Indicate color code on first sheet. BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 01720 PROJECT RECORD DOCUMENTS 12 OCTOBER 1992 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. Shop Drawings: Maintain and legibly annotate to record changes made after review. SUBMITTALS At Contract Closeout and before Construction Manager. Include- 1. One black or blue -line print Drawing. 2. One set revised specifications. final payment, deliver record documents to of each required Project Record (As- Built) DCA•0•02046.01:A 10/12/02 01720 -2 BE &C ENGINEERS 0CA■0•92046,01' :A :10112102`." RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 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 0 SECTION 01720 PROJECT RECORD DOCUMENTS 12 OCTOBER 1992 BE&C ENGINEERS OCA- 0.02045.01:A 10/12/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 01730 -1 SECTION 01730 OPERATING AND MAINTENANCE DATA 12 OCTOBER 1992 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. For additional requirements see respective architectural, mechanical, and electrical specification sections. D. 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. 7. Provide flyleaf for product and major component parts of equipment followed by typed descriptions. Provide indexed tabs. BE &C ENGINEERS DCA•9•92046.01:A 10/12/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 "OPERATING AND MAINTENANCE INSTRUCTIONS" 8. Cover: Identify each volume with typed or printed title: SECTION 01730 OPERATING AND MAINTENANCE DATA 12 OCTOBER 1992 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. C Drawings: 1. Supplement product data with drawings required to clearly Illustrate – a Control and flow diagrams. b. Relations of component parts of equipment systems. 01730 -2 BE &C ENGINEERS DCA•9•a2045•01:A 10/12/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 01730 OPERATING AND MAINTENANCE DATA 12 OCTOBER 1992 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 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. 01730 -3 1.06 MANUAL SUBMITTALS OCA•9•92046.01:A 10/12/92 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 01730 OPERATING AND MAINTENANCE DATA 12 OCTOBER 1992 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. 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. 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 one copy 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. END OF SECTION 01730-4 BE &C ENGINEERS DCA- 9•92045.01:A 10/12/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 01740 -1 SECTION 01740 WARRANTIES AND BONDS 12 OCTOBER 1992 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 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 sheets to fit into binders. 2. Binders: Commercial quality, three -ring, cover. - for three -ring binder. Fold larger with durable and cleanable plastic • BE &C ENGINEERS 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. OCA•9•92045.O1:A 10/12/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 END OF SECTION 01740 -2 SECTION 01740 WARRANTIES AND BONDS 12 OCTOBER 1992 BE &C ENGINEERS PART 1 GENERAL 1.01 SECTION INCLUDES A Demolition work required for the completion of the work, including - 1. Removal of portions of existing building. 2. Removal, storage and handling of indicated items for reuse. 3. Rubbish handling and disposal. 1.02 RELATED SECTIONS Section 02200 - Earthwork: Excavating, Backfiliing, and Compacting 1.03 EXISTING CONDITIONS A. Drawings of existing conditions are for 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 Construction Manager's written permission. F. Keep active utilities intact and in continuous operation. 1.04 SUBMITTALS A. Submit demolition and removal procedures and schedule for approval. 1.05 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 Boeing Environmental Projects, Corporate Safety, Health and Environmental Affairs (SHEA), through Construction Manager. OCA- 9•92046.01:0 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 02070 - 1 SECTION 02070 SELECTIVE DEMOUTION 12 OCTOBER 1992 BE &C RAW MATERIAL STORAGE SECTION 02070 ENGINEERS BUILDING 21 -04 SELECTIVE DEMOLITION SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 1.0 6 ' SALVAGE PART 2 - PRODUCTS MA.9.92046.01:0 10 /9 /92 None used. PART 3 - EXECUTION 3.01 PREPARATION A. General: Salvage Items remain the property of Owner until determination by Construction Manager. Construction Manager will categorize salvaged materials in three groups as indicated on Drawings: 1. Items to be reused on the present Project. a Provide required storage provisions for materials approved for reuse. 2. Items to remain the property of Owner. a Deliver items to area on site designated by Construction Manager. 3. Items that become property of the Contractor. a Promptly remove material that becomes your property by removing it from Owner's premises. Obtain property pass before removal of anything but rubble and debris from site. 1.07 COORDINATION A Coordinate with Construction Manager 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 Construction Manager. A Before starting demolition, and in the presence of the Construction Manager, make a complete inspection of conditions of adjacent property, including visible defects close to or adjoining spaces to be altered. 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. Sawcut pavement and concrete to provide finished edge for new work. 02070 -2 BE &C RAW MATERIAL STORAGE ENGINEERS BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 02070 SELECTIVE DEMOUTION 12 OCTOBER 1992 3.02 EXECUTION A. Demolish indicated paving and appurtenances. B. Stop work and notify Construction Manager 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 Boeing SHEA. E. Do not burn or bury materials on site. F. Remove foundation walls and footings to a minimum of 2 feet below finished grade within area of construction. G Remove concrete slabs on grade as indicated. H. Keep work sprinkled to minimize dust. Provide hoses and connections to water main or hydrant for this purpose. I. Backfill excavated areas, open pits, and holes caused as a result of demolition as specified in Earthwork section. J. Rough grade and compact areas affected by demolition to maintain site grades and contours. K. Remove demolished materials from site as work progresses. Leave site in clean condition. 3.03 PROTECTION A. At completion of demolition, examine with Construction Manager 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. Allow no debris to accumulate. Remove debris at your expense. B. Coordinate with Construction Manager for method of debris removal from site. 00A•0•02045.01:0 10/9/02 END OF SECTION 02070 -3 BE &C ENGINEERS RAW MATERIAL STORAGE SECTION 02200 BUILDING 21 -04 EARTHWORK SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 PART 1 GENERAL 1.01 SECTION INCLUDES A. Excavate for below grade structures. B. Backfill below grade structures. C. Structural fill. 1.0 2 RELATED SECTIONS Section 02510 - Asphalt Pavement: Including base course. 1.0 3 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 — 1991 Standard Specifications for Road, Bridge, and Municipal Construction 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. O Crushed stone ballast: WSDOT 9- 03.9(1). D. Reclaimed spoils may be used where approved by Geotechnical Engineer. DCA•0•92045.01 :A 10 /nro2 02200-1 BE&C RAW MATERIAL STORAGE SECTION 02200 ENGINEERS BUILDING 21 -04 EARTHWORK SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 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 and maintain discharge points established on water pollution /erosion control plan. 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. DCA•0•02045.01:A 10/0/02 02200 -2 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 02200 EARTHWORK 12 OCTOBER 1992 3. Subgrade work: Complete, obtain approval. 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. Fill: Place in 10 inch loose lifts, compact each lift. D. Compaction: Percent of maximum density determined according to ASTM D 1557- 1. Outside building lines, under concrete slabs and pavements: 95% 3.0 6 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. DCA•9•92045.o1:A 10/9/92 END OF SECTION 02200.3 BE &C ENGINEERS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Patch and repair existing asphalt pavement damaged or removed due to work of this project. 1.02 RELATED SECTIONS Section 02200 Earthwork: Filling and grading of subgrade. 1.03 REFERENCED STANDARDS A. Washington State Department of Transportation: WSDOT— WSDOT 1991 Standard Specifications and Plans for Road, Bridge, and Municipal Construction 1.04 SUBMITTALS A. Certificates: 1. Soil sterilization: a Certify required Washington State DOA registration. b. Certify that materials were applied in accordance with specification. 2. Paving: Mixing plant - Certify that paving material delivered to the site conforms to specifications. 1.05 QUALITY ASSURANCE A. Mixing plant: Member of APAW, or approved by Construction Manager. B. Installer qualifications: Established in the business of commercial asphalt paving. Installation supervisor: Minimum 5 years field experience in the type of paving shown and specified. 1.0 6 SITE CONDITIONS A. Environmental requirements: Do no work when temperature is below 35 °F, when raining, when subgrade is frozen, or when water or mud is present on subgrade. PART 2 - PRODUCTS 2.01 MATERIALS A Soil sterilizer: WSDOT 5- 04.3(5) D. DCA•9•92046.01:C 10/0/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 02510 -1 SECTION 02510 ASPHALT PAVEMENT 12 OCTOBER 1992 BE &C ENGINEERS DCA. 9•02046.01:0 10/0/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 02510.2 SECTION 02510 ASPHALT PAVEMENT 12 OCTOBER 1992 B. Granular base: WSDOT 9- 03.9(3) top course. C. Tack coat: CRS -2 WSDOT 9- 02.1(6). D. Asphalt: WSDOT 9- 02.1(4). E. Aggregates: WSDOT 9 -03.4. 2.0 2 PAVING MIX A. Comply with WSDOT 9.03.8(6), Class B. PART 3 - EXECUTION 3.01 PREPARATION A Examine area to be paved to determine that subgrade installations are complete, that filling and rough grading is complete, and that subgrade is acceptable to commence paving. Commencement of work, constitutes acceptance of existing work. B. Correct deficiencies before starting work: WSDOT 5- 04.3(5)A. C. Soil sterilization: WSDOT 8- 02.3(2)A. 3.02 PAVEMENT SECTION THICKNESS A See Drawings. 3.03 PAVEMENT CONSTRUCTION A Granular base: Compaction to 95% maximum density determined according to ASTM D 1557. B. Asphalt paving: 1. Pavers WSDOT 5- 04.3(3) 2. Rollers WSDOT 5- 04.3(4) 3. Spreading & Finishing WSDOT 5- 04.3(9) 4. Compaction WSDOT 5- 04.3(10) 5. Surface Smoothness WSDOT 5- 04.3(13) 6. Joints WSDOT 5- 04.3(11) BE&C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 02510 ASPHAL -T PAVEMENT 12 OCTOBER 1992 3.04 JOINING NEW TO EXISTING PAVEMENT A. Cut edge of existing pavement to neat, straight lines with 6 inches minimum radius corners and vertical edges. B. Hand tamp granular base along joint, make smooth, level, fully compacted surface to receive asphalt pavement. O Tack coat edge of existing asphalt pavement. D. Place mix and roll to conform to existing pavement surface. E. Paint joint with 4 inch stripe of tack coat centered on joint. Cover immediately with dry sand. 3.05 FIELD QUALITY CONTROL A. Notify Construction Manager 24 hours in advance of- 1. Starting work of this section. 2. Placing asphalt pavement. 3. Desired test date. END OF .SECTION BE &C ENGINEERS DCA•0•02046.01:C 10/0/02 AWWA C104 -85 AWWA C105 -88 AWWA C110 -87 AWWA C111 -90 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 02665 FIRE WATER DISTRIBUTION 12 OCTOBER 1992 PART 1 GENERAL 1.01 SECTION INCLUDES A. Extend fire mains. B. New post indicator valve (PIV). C. New Fire Department Connection (FDC). D. Trenching, bedding, thrust blocking and backfilling for pipes specified in this section. E. Check valve. 1.02 RELATED SECTIONS Section 02200 - Earthwork: Excavation, Filling, and Grading of Site Section 15330 - Wet -Pipe Sprinkler System Section 15375 - Wet Standpipe System Section 15410 - Plumbing Piping 1.03 OWNER FURNISHED WORK A Owner will provide tamper indicator switches (ADT) to be installed by Contractor on post indicator valves. 1.04 REFERENCED STANDARDS A American Society for Testing and Materials: ASTM— ASTM C 94 -90 Standard Specification for Ready -Mixed Concrete B. American Water Works Association: AWWA— ANStandard for Cement - Mortar Lining for Ductile Iron Pipe and Fittings for Water. ANStandard for Polyethylene Encasement for Gray and Ductile Cast -Iron Piping for Water and Other Liquids ANStandard for Ductile -iron and Gray -Iron Fittings, 3 through 48 In. for Water and Other Liquids. ANStandard for Rubber Gasket Joints for Ductile -Iron Pressure Pipe and Fittings 02665-1 BE &C RAW MATERIAL STORAGE SECTION 02665 ENGINEERS BUILDING 21 -04 FIRE WATER DISTRIBUTION SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 AWWA C151 -86 ANStandard for Ductile Iron Pipe, Centrifugally Cast -In- Metal Molds or Sand Lined Molds, for Water and Other Liquids AWWA C500 -86 ANStandard for Gate Valves for Water and Sewerage Systems AWWA C502 -85 ANStandard for Dry- Barrel Fire Hydrants AWWA C600 -87 ANStandard for Installation for Ductile -Iron Water Mains and Their Appurtenances. C. Factory Mutual: FM— FM Data Sheet 3 -10, Fire Service Mains D. National Fire Protection Association: NFPA— NFPA 24 -87 Standard for the Installation of Private Fire Mains and Their Appurtenances E. Washington State Department of Transportation: WSDOT— WSDOT 1991 Standard Specifications for Road, Bridge and Municipal Construction 1.05 SUBMITTALS A. Submittal requirements for Fire Main system, in ADDITION to Section 01300: 1. Submittals are subject to reviews and approval by— a. Boeing Fire Protection Engineering. b. Factory Mutual (FM). c. Industrial Risk Insurers (IRI). 2. Copies required: Submit 5 additional copies of Fire Main System product data. 3. Review time: Allow additionall5 days. 4. Boeing Fire Protection Engineer will make all submittals to FM and IRI 5. Coordinate submittals for Section 02665 with the submittals for following sections so that all Fire Protection systems may be submitted to FM and IRI at one time: 02665 F-Ire Water Distribution 15330 Wet Pipe Sprinkler System DCA•9•92046.01:C 10/9/92 02665-2 BE &C ENGINEERS B. Product data for— PART 2 - PRODUCTS 2.01 FIRE MAiN SYSTEM OCA- 0•92046.01:C 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 to specification Chapter 8 -9 -1. and Flushing 02665 - 3 1. Pipe. 2. Valves - post indicator and check. 3. Accessory materials. C. Screen analysis showing conformance D. Certificates: According to NFPA 24, completed Hydrostatic Test Reports Protection Engineering. A Valves and specialty fittings: UL listed and FM approved. B. Pipe, 4 inches and larger: Ductile iron, AWWA AWWA C 104, Class 52. C. Ductile iron pipe fittings: AWWA C 110, Cement restrained flexible couplings. D. Valves: AWWA C 500. 1. Check Post indicator valves: Nonrise stem. SECTION 02665 FIRE WATER DISTRIBUTION 12 OCTOBER 1992 for fill materials. Provide 3 extra copies of Certificate for Boeing Fire Notices: 1. Notifications for tests per 3.04 b. 2. Existing water distribution shut -off: Notify Construction Manager 15 days in advance. 1.0 6 REGULATORY REQUIREMENTS A Permits: Obtain and pay for required permits. C 151; cement mortar lined, Mortar Lined, AWWA C 104; 1. Install Owner - furnished indicator switches for supervisory system where shown. F. New fire department connection (FDC). UL/FM rated. Potter Roemer 5715 (single clapper). BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 02665 FIRE WATER DISTRIBUTION 12 OCTOBER 1992 2.02 ACCESSORY MATERIALS A. Encasement: Polyethylene, AWWA C 105. B. Concrete: ASTM C 94, Option A, f'c - 3000 psi, 4 -inch slump. 2.03 FILL MATERIAL A. Foundation (initial backfill): WSDOT Section 7-10.2 and 9- 03.17, (Class A). B. Bedding: WSDOT Section 7 -10.2 and 9- 03.15. C. Backfill: WSDOT Section 7 -10.2 and 9- 03.19. D. Optional material: Controlled density fill may be substituted for fill materials as approved by Construction Manager. PART 3 - EXECUTION 3.01 GENERAL A. Comply with requirements of serving utility. B. Comply with requirements of Department of Health. C. Fire mains and related equipment: Comply with NFPA 24. D. Minimum depth of bury: 4' -6 ". E. Existing water distribution shut -off: Schedules system shut -offs with Construction Manager. Limit shut -off time to 8 hours in any one day. F. Tapping fire mains; Use mechanical fittings. Live and hot tapping NOT PERMITTED. 3.02 EXCAVATION, BEDDING, AND BACKFILL A. Conform to WSDOT Section 7 -10. B. Excavated material: Remove excavated material from site and dispose legally. 3.03 PIPE INSTALLATION A. Conform to AWWA C 600, Sec. 3.3. B. Joint assembly:- AWWA C 600 Sec. 3.4. C. Valves: Conform to AWWA C 600, Sec. 3.6 DCA4.92046.01 :C 1019192 02665-4 DCA•9•92045.01:C 10/9/92 BE&C RAW MATERIAL STORAGE SECTION 02665 ENGINEERS BUILDING 21 -04 FIRE WATER DISTRIBUTION SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 D. Encasement: Install according to AWWA C 105, Sec. 5.4. E. Thrust blocking: As shown on Drawings. 3.04 TAMPER INDICATOR SWITCHES A. Install OWNER furnished (ADT) tamper indicator switches where shown. B. Comply with NFPA 26, and instructions supplied with switches. 3.05 FIELD QUALITY CONTROL A. Perform tests according to NFPA 24 and additional requirements of the Authority Having Jurisdiction. Test BEFORE joints are buried. 1. Flush piping: NFPA 24, Chapter 8.8. a. Rate: Not less than hydraulic demand of calculated sprinkler system. b. Minimum velocity: Not less than 10 feet per second. 2. Hydrostatic test: NFPA 24, Chapter 8.9. a Minimum pressure: 200 psi or 50 psi in excess of maximum static pressure when maximum static pressure exceeds 150 psi. b. Minimum duration: 2 hours. B. Notifications: 1. Authority Having Jurisdiction: According to permit requirements. 2. Owner: Notify Construction Manager 8 working days in advance of proposed Acceptance Tests. C. Attendance /witness to tests: 1. Authority having jurisdiction: According to permit requirements. 2. Owner: a Construction Manager b. Boeing Fire Protection Operations 3.06 DISINFECTION A Upon completion of Installation, disinfect. mains according to requirements of authority having jurisdiction. END OF SECTION 02665-5 BE &C ENGINEERS PART 3 - EXECUTION 3.01 DESIGN, INSTALLATION A. ACI 301, Chapter 4.2. 3.02 TOLERANCES A. ACI 301, Chapter 4.3. 3.0 3 PREPARATION A. ACI 301, Chapter 4.4. DCA•9.92045.01 :8 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 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 1.0 3 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. 03100 -1 SECTION 03100 CONCRETE FORMWORK 12 OCTOBER 1992 BE &C ENGINEERS • DCA.11•92045.01:6 10/0/Q2 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 END OF SECTION 03100 -2 SECTION 03100 CONCRETE FORMWORK 12 OCTOBER 1992 3.0 4 FORM REMOVAL A. Notify Construction Manager prior to removing formwork. B. Do not remove forms and shoring or bracing until concrete has sufficient strength to support its own weight and construction and design loads that may be imposed on i t. Remove formwork progressively so no unbalanced loads are imposed on structure. Do not damage concrete surfaces during form removal. . D. Form removal: Unless otherwise directed, remove according to the following: 1. Shed slab at 24 hours. BE &C ENGINEERS PART 1 GENERAL 1.01 SECTION INCLUDES A. Reinforcement for cast -in -place concrete. 1.0 2 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. 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. OCA•9•02045.01:8 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA-9-92045-TS-01 END OF SECTION 03200 -1 SECTION 03200 CONCRETE REINFORCEMENT 12 OCTOBER 1992 BE &C RAW MATERIAL STORAGE SECTION 03300 ENGINEERS BUILDING 21 -04 CAST -IN -PLACE CONCRETE SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 PART 1 GENERAL 1.01 SECTION INCLUDES A Cast -in -place concrete for exterior slab on -grade for shed. 1.0 2 RELATED SECTIONS Section 03100 - Concrete Formwork Section 03200 - Concrete Reinforcement 1.0 3 REFERENCED STANDARDS A American Concrete Institute (ACI)- - ACI 301 -84 (R87) Spec...Structural Concrete for Buildings. 1.04 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. DCA - 9.92045.01:8 10 /9 /02 2. Portland cement: ASTM C 150, Type I -II 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 Steilacomm aggregate. 03300 -1 BE&C RAW MATERIAL STORAGE SECTION 03300 ENGINEERS BUILDING 21 -04 CAST-IN-PLACE CONCRETE SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 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) Fiyash is not allowed. 6. Sealer and curing compound: 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. 2.02 ACCESSORIES A. Anchor bolts for attached items: See Section 05120. 2.03 READY -MIX CONCRETE A. Provide concrete design mixed in accordance with ASTM C 94 alternate 3, as modified in these specifications. B. Quality of concrete: 1. Compressive strength: f'c = 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. 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. - DCA•0•02045.01:8 1019102 03300-2 BE &C ENGINEERS DOA I ;S 1019152 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 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. Broom finish shed slab. 3.04 CURING A Cure per ACI 301, Chapter 12. 3.05 DEFECTIVE WORK SECTION 03300 CAST -IN -PLACE CONCRETE 12 OCTOBER 1992 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. 3.06 FIELD OUALlTY CONTROL A. Tests: ACI 301, Chapter 16. END OF SECTION 03300 =3 BE &C RAW MATERIAL STORAGE ENGINEERS BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 05120 STRUCTURAL STEEL 12 OCTOBER 1992 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Furnish and erect structural steel. 1.02 RELATED SECTIONS Section 03300 - Cast -In -Place Concrete: Placing anchor bolts. Section 05500 - Metal Fabrications: Bearing Plates, Ledgers, and Lintels Section 09900 - Painting 1.03 REFERENCED STANDARDS AISC American Institute of Steel Construction ASTM American Society for Testing and Materials ASTM A 36 -87 Specification for Structural Steel ASTM A 500 -84 Specification for Cold- Formed Welded and Seamless Carbon Steel Structural Tubing Rounds and Shapes ASTM A 501 -84 Specification for Hot - Formed Welded and Seamless Carbon Steel Structural Tubing ASTM A 563-84 Specification for Carbon and Alloy Steel Nuts ASTM F 436 -84 Specification for Hardened Steel Washers ASTM F 444 -83 Specification for Washers, Steel, Plain (Flat), Unhardened for General Use AWS American Welding Society AWS D1.1 Structural Welding Code SSPC Steel Structures Painting Council SSPC Steel Structures Painting Manual, 2 Volumes D0A•9•92046.01:8 1019 /92 Worksite copies: Provide one copy of AISC Manual of Steel Construction at all time that work is in progress at fabrication plant. 05120.1 BE &C RAW MATERIAL STORAGE SECTION 05120 ENGINEERS BUILDING 21 -04 STRUCTURAL STEEL SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 1.04 SUBMITTALS A. Shop Drawings: include complete details and schedules for fabrication and shop - assembly of members, furnished details, schedules, procedures and diagrams. Show erection sequence. 1. Submit prior to fabrication. 2. Show dimensions, connections with adjoining materials, and construction. 3. Show finishing, AWS weld symbols (size, length, type), details, anchoring, bolting, and fabrication. Show required erection accessories. 4. Verify dimensions and correlate with adjoining construction and materials. 5. Indicate size, type, and grade of members. Show details of cuts, connections, camber, holes, splices and other pertinent data. B. Setting Drawings, templates, placement plans, and directions: As required for satisfactory placing, connections, and anchorages. C. Coordinate submittals to elevations and locations for base plates and anchor bolts receiving structural steel. Relate to final elevations and locations of major members. Indicate discrepancies between actual installations and Contract documents. D. Testing reports in accordance with Section 01400 and the following: 1. Mill and shop certifications of materials and fabrication procedures: Furnish test reports verifying compliance with specified requirements. Include certified mill reports confirming chemical and physical property requirements. 2. Inspection reports concerning fabrication and erection of structural steel. E. Welders' certificates: Submit certificates that welders employed have met AWS verification within the previous 12 months. 1.05 QUALITY ASSURANCE A. Fabricator, installer qualifications: 1. To be a Specialist as defined in Section 01075 and to comply with the following: DOA4.92045.01:8 10/9/92 a Wave' plant facilities and personnel sufficient to fabricate and erect indicated structural metal framing. 05120 -2 BE &C RAW MATERIAL STORAGE SECTION 05120 ENGINEERS BUILDING 21 -04 STRUCTURAL STEEL SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 b. Have minimum of 5 years of experience. c. Show, upon request, framing jobs similar in size to this Contract. 2. Welding: Performed by certified welders. 3. Modify referenced AISC Code of Standard Practice (Section 4, subparagraph 4.2.1). Delete the following: "This approval constitutes the Owner's Acceptance of all responsibility for the design adequacy of any connections designed by the fabricator as a part of his preparation of these Shop Drawings." B. Requirements of regulatory agencies current as of Contract Document date: 1. See referenced codes, ordinances, and the like. Source quality control 1. Conduct mill tests to ensure compliance with specifications. Include inspection of shop welding, bolting, and fabrication. 2. Verify also in accordance with AISC specifications. 1.06 DEUVERY, STORAGE, AND HANDUNG A. Mark and match -mark materials for expeditious field assembly and erection and to minimize field handling. B. Deliver materials isolated from one another to prevent marring and other damage. C. Store metals above ground on platforms or skids; above snow or mud. Arrange for convenient access for inspecting and identifying. D. Protect from moisture and corrosion until erected. E Prevent distortion or other damage. F. Include templates and instructions for proper setting of anchor bolts. PART 2 - PRODUCTS 2.01 MATERIALS A. Structural steel: ASTM A 36. B. Steel pipe: ASTM A 53 or A 501, Type E or S, Grade B, black, standard weight unless otherwise shown. DCA•9•92045.01 :9 10/9/92 05120.3 BE &C RAW MATERIAL STORAGE SECTION 05120 ENGINEERS BUILDING 21 -04 STRUCTURAL STEEL SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 C. Structural tubing: ASTM A 500, Grade B; or ASTM A 501. D. Bolts: 2. Anchor bolts, use either ASTM A 307 bolts or ASTM A 36 rods with threaded ends. Provide two heavy hex nuts, ASTM A 563, for each anchor bolt. E. Primer: Fabricator's standard VOC compliant, lead and chromate free. 2.02 FABRICATION A. In accordance with AISC specifications and accepted Shop Drawings. Identify steel at mill showing grade and yield point. Identify pieces with erection mark corresponding to erection Drawings. 1. Cutting: Do no flame cutting by hand unless approved by Engineer. if approved, smooth handcuts by chipping, planing, or grinding. Cut and fit to required tolerances. No sharp kinks or bends allowed. Fillet re- entrant cuts and corners to a radius of not less than 1/2 inch. OCA•9•92046.01:8 10/9/92 1. Unfinished bolts: ASTM A 307 Nuts: ASTM A 563 Washers: ASTM F 436 2. Holes for securing other work to structural steel framing, and for passage of other work through steel framing members: As shown on final Shop Drawings. Provide threaded nuts welded to framing, and other specialty items receiving other work. a Cut, drill, or punch holes perpendicular to metal surfaces. Do not flame -cut holes or enlarge holes by burning. Drill holes in bearing plates. b. Holes for typical framing connections: 1/16 inch larger than nominal bolt diameter except as otherwise shown on the Drawings. 3. Straightened material: Examine straightened material prior to fabrication for signs of distress or other defects. No distressed or otherwise defective material is acceptable. 4 . Connections: As detailed. a High - strength bolted construction: AISC Specifications for Structural Joints in accordance with ASTM A 325. 05120-4 BE &C RAW MATERIAL STORAGE ENGINEERS BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 DCA•9•92046.01:8 10/9/92 6. Base and bearing plates: Drill and fabricate to accurate sizes as drawn. Include fasteners and accessories required for Installation. a. Saw cut or mill column ends bearing upon base and cap plates and beam ends with end plates to true surfaces and correct bevels. b. Mill to true surfaces column base- plate - bearing surfaces, except surfaces to be grouted against, on plates 2 inches or more in thickness. c. Column caps and base plates and beam end plates are to have full contact when assembled. f. Sequence welding to minimize distortion and shrinkage. B. Fabrication tolerances: Unless otherwise noted, fabricate structural members to referenced AISC Specifications for allowable tolerances. 2.03 SURFACE PREPARATION AND PRIMING A. Use SSPC -SP3 (Power Tool) Cleaning. Remove loose rust, heavy mill scale, oil, dirt, and other foreign substances. B. Immediately after above surface preparation, apply specified primer to certain steel surfaces as called for below. Follow manufacturer's instructions. Use painting methods resulting in full coverage of joints, corners, edges, and exposed surfaces. Provide uniform dry-film thickness not less than 2.5 to 3.5 mils (dft). 1. Coat exterior structural steel work and interior structural steel work except as noted below: SECTION 05120 STRUCTURAL STEEL 12 OCTOBER 1992 b. Do not prime surfaces to be embedded in concrete or mortar except for the initial 2- inches of embedment. c. Do not prime surfaces to be welded, including shear studs. Perform field priming AFTER erection. d. Do NOT prime high- strength bolting with friction -type connections. Perform field priming AFTER erection. C. After shop - fabrication, inspection, and acceptance, and BEFORE SHIPPING, clean surfaces of oil, grease, scale, dirt, and other foreign matter present in sufficient quantities to impair bond, in accordance with requirements of referenced SSPC document: SP1, Solvent Cleaning. MAINTAIN unpiimed steel installed on the job in condition conforming to SSPC -SP3 requirements. 05120.5 BE &C ENGINEERS DCA•0•02046.01:S 10/0/02 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 05120.6 SECTION 05120 STRUCTURAL STEEL 12 OCTOBER 1992 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. Setting base plates: Clean concrete bearing surfaces of bond- reducing materials and roughen to improve surface bond. Clean the bottom surface of base plates. 3.03 ERECTION A. Surveys: Check lines and elevations of concrete bearing surfaces. Confirm locations of anchor bolts and similar devices before steel erection proceeds. Report discrepancies immediately to Construction Manager. Do not proceed with erection until corrections have been made, or until compensating adjustments to the structural steel work have been agreed upon with Construction Manager, Engineer, and Structural Engineer. B. Install or erect the work in accordance with References and accepted Shop Drawings. 1. Conform with configurations and connections indicated on reviewed and accepted Shop and Erection Drawings. 2. Include devices necessary or required for complete installations. 3. Temporary shoring and bracing: Provide members with connections of sufficient strength to bear imposed loads. Remove temporary members and connections when permanent members are in place and final connections have been made. Provide temporary guy lines to achieve proper alignment of structures as erection proceeds. 4. Column base plates: Use wedges and shims for aligning structure. Tighten anchor bolts after supported members have been positioned and plumbed. Do not remove wedges or shims. Ensure that grout is solidly packed without voids between bearing surfaces and base plates. 5. Accurately position and assemble structural framing to lines and members of framing system prior to permanent fastening. a Clean bearing surfaces. Clean permanently contacting surfaces before assembly. b. No splices allowed. BE &C RAW MATERIAL STORAGE SECTION 05120 ENGINEERS BUILDING 21 -04 STRUCTURAL STEEL SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 DCA•9•92046.01:8 10 /Oro2 c. Perform necessary adjustments to compensate elevation and alignment discrepancies. 1 ) Level and plumb individual members within specified AISC tolerances or more stringent tolerance specified in this section. 2 3 4 5 ) 3.04 FIELD QUALITY CONTROL Establish required leveling and plumbing measurements on mean operating temperature of structure. Make allowances for the difference between temperature at time of erection and mean temperature of structure when completed and in service. Comply with AISC specifications for bearing, adequacy of temporary connections, and alignment. Do not enlarge holes in members by burning or by use of drift pins. Ream holes that must be enlarged to admit bolts. Gas cutting: Do not use gas cutting torches in field for correcting fabrication errors in primary structural framing. Cutting will be permitted only on secondary members not under stress, as acceptable to Construction Manager, Engineer, and Structural Engineer. When gas cutting is permitted, finish gas -cut sections equal to a sheared appearance. 6) Furnish and install filler and shim plates to provide alignment of members where required. d. Tighten and leave erection bolts in place after welding unless noted otherwise on the Drawings. 7. Touch -up painting for prime painted steel: Immediately after erection, clean field welds, bolted connections, and areas where shop primer paint is abraded. Apply primer to exposed areas using same material as used for shop painting. Provide specified minimum dry film millage thickness. A. Testing agency will inspect and indicate if work Is in conformance with specifications. This inspection will include products, erection, welding, grouting, and similar construction. Testing agency will verify that the work has been performed in accordance with AISC Specifications. B. Correct deficiencies in structural steel work that inspections and laboratory test reports have indicated do not comply with specifications. END OF SECTION 05120.7 BE &C RAW MATERIAL STORAGE SECTION 05500 ENGINEERS BUILDING 21 -04 METAL FABRICATIONS SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 PART 1 GENERAL 1.01 SECTION INCLUDES A. 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 53 -87 Welded and Seamless Steel Pipe ASTM A 283 -87 Low and intermediate tensile strength carbon steel plates, shapes, and bars. ASTM A 500 -84 Cold- formed welded and seamless carbon steel structural tubing and rounds and shapes. ASTM A 501 -84 Hot - formed welded and seamless carbon steel structural tubing. B. AWS American Welding Society: AWS D1.1 Structural welding code. C. FS Federal Specifications: FS FF -B -588 Bolt, toggle; and expansion sleeve, screw FS FF -S -325 Shield, expansion; nail, expansion; and nail, drive screw (devices, anchoring, masonry) FS QQ -C -40 Caulking: Lead wool and lead pig PART 2 - PRODUCTS 2.01 MATERIALS A. Steel: 1. Structural shapes: ASTM A 36 00A•9.92046.01 :8 10/9/92 05500-1 BE &C RAW MATERIAL STORAGE SECTION 05500 ENGINEERS BUILDING 21 -04 METAL FABRICATIONS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 2. Miscellaneous: ASTM A 283 3. Pipe: ASTM A 53 4. Structural tubing: ASTM A 500, grade B; or ASTM A 501 B. Fasteners: 1. Finish: Match finish of item. 2. Washers: Provide under heads and nuts bearing on wood or other compressible material. 3. Toggle bolts: Fed. Spec. FF -B -588. 4. Expansion shields: Fed Spec. FF -S -325, Type I, Group III, Self- drilling. F. Calking lead: Fed. Spec. QQ -C -40. G Priming paint: 1 . For iron & steel: Fabricator's standard VOC compliant, lead and chromate free. 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. Joints exposed to weather: Form to exclude water. 5. Butt Joints: Mill square and smooth. 6. Corners: Cope and weld. DCA- 0.92045.01:8 10/0/02 05500 -2 BE &C ENGINEERS PART 3 - EXECUTION 3.01 INSTALLATION DCA.9.92046.01:$ 1019192 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 05500 METAL FABRICATIONS 12 OCTOBER 1992 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. Galvanized finish: Hot dip per ASTM A 123. Prime paint: Apply one coat primer to prepared surface according to manufacturer's printed instructions. D. Finish schedule: Other locations: 1. Interior: Prime paint 2. Exterior: Galvanize and prime paint A. General: Coordinate with connecting work. Provide anchors, fasteners, and Inserts for work to be installed as specified in other sections. END OF SECTION 05500.3 BE &C ENGINEERS PART 1 GENERAL 1.01 SECTION INCLUDES A. Rough carpentry: 1. Wood blocking and nailers 2. Plywood decking 3. Plywood sheathing B. Wood fire retardant treatment 1.02 REFERENCED STANDARDS A. American Lumber Standards Committee: ALS— PS 20 -70 The American Softwood Lumber Standard. B. American Plywood Association /U.S. Department of Commerce, National Bureau of Standards: APA/NBS— APA/NBS PS 1 -83: U.S. Product Standard for Construction and Industrial Plywood C. American Society for Testing and Materials: ASTM— ASTM A 307 -89 Specification for Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength D. American Wood Preservers Association: AWPA— AWPA C2 Lumber, Timbers, Bridge Ties and Mine Ties, Pre- Pressure Treatment AWPA C20 Structural Lumber - Fire - Retardant Pressure Treatment AWPA M4 Care of Pressure - Treated Wood Products E Western Wood Products Association: WWPA— WWPA Standard Grading Rules for Western Lumber 1.03 DEUVERY, STORAGE, AND HANDUNG A. Storage and handing: Deliver materials to site at specified moisture content. Store materials off the ground, keep covered. Maintain moisture content below specified maximums. B. Treated lumber: Comply with AWPA M4. DCA- 942046.O1:A 10 /0 /O2 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 06151 - 1 SECTION 06151 CARPENTRY 12 OCTOBER 1992 BE &C ENGINEERS DCA•0•02045.01 :A 10 /DIP2 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. ,DCA-9-92045-TS-01 06151 - 2 SECTION 06151 CARPENTRY 12 OCTOBER 1992 PART 2 - PRODUCTS 2.01 LUMBER MATERIALS, GENERAL A Lumber grades: Specified by WWPA Rules. Equivalent grades by rules of other agency may be substituted providing agency is certified by the American Lumber Standards Committee. B. Moisture content: DRY per WWPA Rules, Section 4.00. C. Evidence of grade: Every piece of lumber and plywood shall bear grademark of grading agency showing grade, and moisture content where applicable. D. Evidence of fire retardant treatment - mill label on each piece. 2.02 LUMBER A Blocking: WWPA #2 STRUCTURAL LIGHT FRAMING or JOISTS AND PLANKS. B. Framing: As shown on Drawings. 2.03 PLYWOOD A. Sheathing /decking: As shown on Drawings. 2.04 LUMBER TREATMENT A Fire retardant treatment - 1. Lumber: AWPA C -20. 2. Plywood: AWPA C -27. B. Fire retardant requirement: Flame spread 25 or less. 2.05 FASTENINGS A. Bolts: ASTM A 307, with standard washers; hot dipped galvanized. B. Nails, general: FF L -N -105, box, except common where shown. Hot- dipped galvanized. C. Nails interior trim: Casing or finishing, hot - dipped galvanized. D. Screws, for fastening to metal framing: Coated drywall screws. E. Framing anchors: Galvanized sheet steel, of standard manufacture to support imposed load; include special nails. BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING . 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 06151 CARPENTRY 12 OCTOBER 1992 PART 3 - EXECUTION 3.01 PLYWOOD SHEATHING A. Apply with face grain across supports, end joints staggered. Fasten as follows: 1. Deck: 6 inches on center along edges and 10 inches on center along intermediate supports in accordance with UBC Chapter. 25. 3 , 02 ROOF CURBS AND NAILERS A. Install as shown and detailed. CCA•4•92048.01:A 10/9/92 END OF SECTION 06151 -3 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 PART 1 GENERAL 1.01 SECTION INCLUDES A Thermal insulation accessories. 1.02 SUBMITTALS A. Product data: Submit manufacturer's published data. SECTION 07210 BUILDING INSULATION 12 OCTOBER 1992 PART 2 - PRODUCTS 2.01 MATERIALS A. Owens- Corning Fiberglas, Tel. (206) 562 -4700, Seattle, WA. B. Accessory materials: 1. Sealing tape: Width/type as recommended by Owens - Corning Fiberglas. PART 3 - EXECUTION 3.01 INSTALLATION A. General: Provide sealing tape to existing batt Insulation as Instructed by Construction Manager. Provide quantities as indicated on Drawings. 3.02 CLEANUP A. Remove excess material and debris resulting from work of this section from site. Leave work areas clean. DOA•0•02044.01:A 10/0/02 END OF SECTION 07210-1 BE &C ENGINEERS DCA•9•92046.01 :A 10/0192 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 07270.1 SECTION 07270 FIRESTOPPING 12 OCTOBER 1992 PART 1 - GENERAL 1.01 SECTION INCLUDES A Provide firestopping and smokeseals at penetrations of fire -rated walls. 1.02 RELATED SECTIONS Section 07910 - Caulking and Sealing Division 15 and 16 Sections: Mechanical and Electrical Work. 1.04 FIRESTOPPING SYSTEM A. Firestopping system specified is proprietary with 3M Brand Fire Protection Products. Systems of other manufacturer's may be substituted upon approval providing code compliance is met. B. Systems consistency throughout the building is required. That is; use the same firestopping system and device on every occurrence of a given type of penetration throughout the building. 1.05 QUALITY ASSURANCE A Applicator qualifications: Trained and approved by firestopping manufacturer. 1.06 DELIVERY, STORAGE AND HANDLING A Deliver materials in original unopened packaged fully identified with manufacturer's name, trade name and UL label. Store materials off the ground and protected from environmental conditions as required by manufacturer. 1.07 PROJECT CONDITIONS A. Conform to manufacturer's printed instructions for installation and when applicable, curing In accordance with temperature and humidity. Conform to ventilation and safety requirements. PART 2 - PRODUCTS 2.01 MANUFACTURERS A 3M Brand Fire Protection Products, Tel. (206) 889 -4033, or approved. BE &C RAW MATERIAL STORAGE ENGINEERS BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 2.02 MATERIALS A. General: 1. Conform to both flame and temperature ratings as tested by nationally accepted test agencies per ASTM E -814 (UL 1479) firetests. Conduct the fire test with a minimum positive pressure differential of 0.03 inches of water column. 2. Provide a flame and temperature rating of at least 1 hour but not less than the fire resistance rating of assembly being penetrated, as tested per ASTM E 814. 3. Conform to applicable governing codes. 4. Freestopping materials to be asbestos -free. 5. Materials suited for the firestopping of penetrations made by glass, steel, plastic, and insulated pipe. B. 3M Brand System materials: 1. 3M Brand Fire Barrier CP 25 N/S No -Sag Caulk. 2. 3M Brand Fire Barrier CP 25 S/L Self- Leveling Caulk. 3. 3M Brand Fire Barrier FS -195 Wrap /Strip. 4. 3M Brand Fire Barrier CS -195 Composite Sheet. 5. 3M Brand Fire Barrier Penetration Sealing Systems PSS7900 Series. 6. 3M Brand Fire Barrier Moldable Putty. 7. Products compatible with the above materials as certified by 3M. C. Damming materials: Ceramic fiber or mineral wool (safing). 1. Noncombustible matching material used in assembly test to establish required fire resistance rating. D. Pillows: Use where required to maintain protection of penetrations in existing structure until permanent installations are in place. PART 3 - PART 3 3.01 PREPARATION A Inspect and verify that the surface and condition of the substrates have no defects or errors that would Interfere with the installation of the firestopping materials. DO NOT proceed with work until unsatisfactory conditions have been corrected. DCA- 9•92045.01:A 10/9/92 07270-2 SECTION 07270 FIRESTOPPING 12 OCTOBER 1992 BE&C RAW MATERIAL STORAGE SECTION 07270 ENGINEERS BUILDING 21 -04 FIRESTOPPING SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 B. Clean surfaces and substrates of dirt, oil, loose materials and other foreign materials which may affect the proper bond or installation of the firestops in accordance with manufacturer's approved instructions. C. Provide primers as required which conform to manufacturer's recommendations for various substrates and conditions. D. Do not apply firestops to surfaces previously painted or treated with a sealer, curing compound, water repellant or other coatings unless tests have been performed to ensure compatibility of materials. Remove coatings as necessary to comply with manufacturer's instructions. E Mask where necessary to protect adjoining surfaces. Remove excess material and stains on surfaces. 3.02 INSTALLATION A. Install in strict accordance with manufacturer's printed instructions to provide a flame and temperature rating of at least 1 hour but not less than the fire resistance rating of the assembly being penetrated. B. Provide anchoring devices, back -up materials, clips, sleeves, supports and other materials used in the qualifying fire test. C. Install firestops with sufficient pressure to properly fill and seal openings to ensure an effective smokeseal. D. Tool or trowel exposed surfaces. Remove excess firestop material promptly as work progresses and upon completion. 3.03 FIELD QUAUTY CONTROL A Notify the Construction Manager if the firestopping systems specified cannot meet the requirements of the specification. B. Examine firestops to ensure proper installation and full compliance with this specification. C. Provide access to areas of work until Inspection by the applicable Code authorities. D. Correct unacceptable firestops and provide additional inspection to verify compliance with this specification at no additional cost. 3.04 CLEANING A. Work visible upon completion: clean adjacent surfaces in accordance with manufacturer's printed instructions. B. Remove temporary dams after initial cure of firestops, if visible in the finished work. DCA•9•92045.01 :A 10/9/92 07270 -3 BE &C ENGINEERS DQ 1010192 t .. RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 07270 FIRESTOPPING 12 OCTOBER 1992 Correct staining and discoloring on adjacent surfaces. Remove debris and excess materials entirely from site and leave work neat and tidy. END OF SECTION 07270-4 BE &C ENGINEERS OCA•0•92045.01:A 10/0/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 07412 - 1 SECTION 07412 MANUFACTURED WALL PANELS 12 OCTOBER 1992 PART 1 - GENERAL 1.01 SECTION INCLUDES A Preformed steel panels complete with accessories, fasteners, and sealants. 1.0 2 REFERENCED STANDARDS A. American Society for Testing and Materials ASTM A 446 Specification for Sheet Steel, Zinc - Coated (Galvanized) by the Hot -Dip Process, Structural (Physical) Quality 1.03 SUBMITTALS A Submit the following as specified in Section 01300: 1. Product data: Submit manufacturer's definitive brochures. 2. Shop Drawings: Showing profile and gage; location and type of fasteners; location, type of sealant, and other details required for a weathertight installation. 3. Samples: Submit color sample for acceptance by Construction Manager. After acceptance, provide a material sample panel approximately 12 x 24 inches with accepted color. 1.04 QUALITY ASSURANCE A Installer qualifications: Certified by manufacturer. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS AND PRODUCTS A ASC Pacific, Inc. 2 -1/2 inch corrugated, Tel. (206) 383 -4955. 2.02 MATERIALS A Panel design: Factory- fabricated units of roll - formed. B. The G -60 galvanized steel 30 -gage. ASTM A 446 steel. C. Use the manufacturer's standard extruded aluminum trim anodized or painted in specified color accepted by the Construction Manager. Nonstandard trim is formed from sheet stock and finished to match panels. BE &C SECTION 07412 ENGINEERS RAW MATERIAL STORAGE MANUFACTURED BUILDING 21 -04 WALL PANELS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 D. Sealants and gaskets: Manufacturer's standard type suitable for use with installation of metal panel system; nonstaining; nonskinning, nonshrinking, and nonsagging; ultraviolet and ozone resistant for exterior applications; color to match panels. E. Fasteners: Manufacturer's standard type; galvanized; finish to match panel finish when exposed. F. Touch -up paint: As recommended by a panel manufacturer. C Galvanic protection: Products recommended by a panel manufacturer. H. Fabrication of component profiles on site is not permitted. 2.03 FINISH A Multilayered protective coating system with epoxy base coat and nominal 1.0 -mil finish coat of polyvinylidene fluoride (PVF2) enamel to match Preservative Paint Co. Color, 9 -101 Beige. B. Factory primed for field painting. 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 ERECTION AND INSTALLATION A. Install the work in accordance with manufacturer's instructions. 1. Permanently fasten panel to structural supports: Align level and plumb, within specified tolerances. 2. Locate panel joints over supports. B. Tolerances: DOA-9-92045-01:A 10/0/02 1. Maximum offset from true alignment between adjacent members butting or in line: 1/16 inch. 2. Maximum 'variation from plane or location Indicated on Drawings: 1/8 inch. 07412.2 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21-04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 07412 MANUFACTURED WALL PANELS 12 OCTOBER 1992 Leave premises clean and free from residue of work of this section. BE &C ENGINEERS 1.05 SUBMITTALS DCA•0•02046.01:A 1019/02 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 07560 ROOF - REPAIRS 12 OCTOBER 1992 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Removal, new roofing, and roofing flashing installations as required by new penetrations and construction. B. Galvanized sheet metal flashings. 1.02 RELATED SECTIONS Section 02070 - Selective Demolition Section 06151 - Carpentry Section 07726 - Smoke Vent Hatches Division 15 - Mechanical Division 16 - Electrical 1.03 REFERENCED STANDARDS A. National Roofing Contractors Association: NRCA— NRCA Roofing and Waterproofing Manual 1.04 SYSTEM DESCRIPTION A Existing roof is low slope built -up asphalt, over plywood deck. Class "B" rated roof repairs to match existing and to maintain Class "B" rated roof. Factory Mutual wind uplift rating 1 -90 and fire resistance. Class 1. A Manufacturer's definitive brochures for matching waterproof installation work of this section. B. Shop Drawings showing flashings, cut -in details, penetrations, and any other repair condition. C. Submit written proof of installer's required qualifications. 07560-1 BE &C RAW MATERIAL STORAGE SECTION 07560 ENGINEERS BUILDING 21 -04 ROOF -REPAIRS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 1.0 6 QUALITY ASSURANCE A. Installer qualifications: 1. A Specialist as defined in Section 01075. Under this section the installer is also required to— a Be approved by Construction Manager and certified by roofing manufacturer. b. Have had minimum 5 years of continuous, full -time experience. c. Show similar installations that the installer has completed and are at least 5 years old and in satisfactory condition. 1.07 PRE - INSTALLATION CONFERENCE A. Schedule and hold a job meeting for coordinating related work, materials, and techniques. Request the presence of the Construction Manager, manufacturer's representative, installer, and affected trades. Establish sequencing schedule. 1.0 8 DEUVERY, STORAGE, AND HANDUNG A Deliver materials in original packages bearing manufacturer's labels to show exact compliance with existing system. B. Protect and prepare materials as required by manufacturer or supplier. C. Until installed, store materials off ground, completely protected from weather. Store roll goods on end. 1.0 9 PROJECT SITE CONDITIONS A Environmental conditions: Apply no roofing when deck temperature Is less than 40 °F (7.2 °C). Apply no roofing when moisture in any form is present on the roof. 1.10 WARRANTY A Warranty: Provide a written warranty that guarantees work of this section to be waterproof and weathertight against ordinary wear and usage for 5 years from date of Owner's acceptance. The warranty is to be signed by the manufacturer and the installing company. DCA•0•02045.O1:A 1010 /02 1. This is an extension of the normal guarantee called for in General Conditions. 07560-2 BE &C RAW MATERIAL STORAGE SECTION 07560 ENGINEERS BUILDING 21 -04 ROOF- REPAIRS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS AND ROOFING SYSTEM A. Manville, Spec. No. 4GIS, Type IV felts, smooth surface, fibrated Topgard Type B emulsion coating. B. Owens - Corning, Spec. No. 41 -IS, Type IV felts, smooth surfaced with approved emulsion coating. O Substitutions under provisions of Sections 01630. 2.02 ROOFING FLASHINGS AND ACCESSORIES A. Manufacturer's standard materials to suit existing roofing conditions. 1. Follow manufacturer's standard roof flashing specifications, use a minimum of two plies for built -up fleshings. 2. Follow NRCA Construction Details. 3. Pre -fab roof jacks portals plus retrofit roof jack Model RF13. 2.03 MISCELLANEOUS A Provide materials, accessory items, and methods required for watertight installation of roofing. 1. Cant strips and wood blocking: Use manufacturer's standard composition type, or as otherwise approved. If wood cants or wood blocking are used, they are required to be fire retardant treated. 2. Fasteners: Use manufacturer's standard approved fasteners. 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 Comply with governing fire regulations for use and type of roofing equipment. Obtain approval of equipment and methods before beginning work. Prevent structural overloading. CCA•9•92045.01:A 10/9192 07560-3 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 3.03 NOTICE OF INTENTION TO START WORK SECTION 07560 ROOF REPAIRS 12 OCTOBER 1992 A. Notify Engineer through Construction Manager at least 2 working days before starting work. 3.04 INSTALLATION A. Install in accordance with manufacturer's directions. B. Clean and repair existing roofing surface to 12 inches minimum beyond new curb perimeters. Remove blisters, buckles, wrinkles, and similar deterioration. Leave surfaces clean and free of debris and dirt. Apply primer. 1. Built -up flashing a Extend base flashing 4 inches onto roof and 8 Inches above roof onto curb. b. Extend second ply of flashing 4 inches beyond first ply onto roof. Mechanically fasten top edge of flashing to curb at 8 inch centers. c. Coat flashing surface ply with asphalt roof cement. 3.05 FIELD QUALITY CONTROL A. Engineer reserves the right to require exploratory cutouts in the new finished work for inspection and testing. 1. Make requested cutouts in the presence of the Construction Manager. B. Verify conformance with specifications and details. 3.06 CLEANING A. Leave premises clean and free from residue of work of this section. DCA•O•92046.01:A 1019/92 END OF SECTION 07560.4 BE &C ENGINEERS DCA•9•92045.01 :A 10/0192 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 07726-1 SECTION 07726 SMOKE VENT HATCHES 12 OCTOBER 1992 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Prefabricated, fire - rated, fusible link actuated hatch with integral support curb and counterfiashing. 1.02 RELATED SECTIONS Section 07560 - Roof Repairs 1.03 REFERENCES SSPC PDCA 1.04 SUBMITTALS Steel Structures Painting Council: Volume 1, Good Painting Practice, and Volume 2, Systems and Specifications Painting and Decorating Contractors of America: Architectural Specifications Manual, Published Specification Services A Product data: Submit manufacturer's definitive brochures, specifications and installation directions. B. Certificates: Submit certification of FM approval and UL listing. 1.05 DELIVERY, STORAGE, AND HANDLING A Deliver products in original protective packaging. B. Verify undamaged condition at time of delivery to site. C Store under cover and prevent damage. 1.06 WARRANTY A In accordance with Section 01740 and the following: 1. Guarantee hatches against defects in material and workmanship for 5 years from date of Owner's acceptance of the Work. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A Provide Bilco Company or Milcor smoke vent hatches. Bilco is specified for type, quality, and construction required. B. Substitutions under provisions of Section 01630. BE &C ENGINEERS DCA•9.92045.01:A 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 07.726-2 SECTION 07726 SMOKE VENT HATCHES 12 OCTOBER 1992 2.02 MATERIALS A. Insulated and gasketed hatches: Bilco Type DSH 6096, 5 x 8 feet. 1. The cover and curb are 14 -gage galvanized steel of welded construction. 2. Insulate the cover with 1 -inch glass fiber; protect with a 22 -gage galvanized steel cover liner. 3. The curb is 12 inches high on the hinge side with a 5- degree pitch to the fixed center channel. The curb is formed with a 3 -1/2 -inch flange with holes for securing to the roof deck. The curb has an integral metal cap flashing of 14 -gage galvanized steel and is insulated with 1 -inch fiber board. 4. Hardware : Zinc plated and chromatic sealed. 5. Prepare surfaces and apply manufacturer's standard red oxide prime coat. 6. Assemble vent with a Thermolatch positive hold - release mechanism, heavy pintle hinges, compression spring operators, thermoplastic rubber- gasket, heavy -duty shock absorbers, and pull handles for inside and outside operation. 7. The smoke vent is to open automatically when heat separates the 286 °F fusible link and be labeled FM approved or UL listed. 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. 1. Carefully coordinate with roofing installation. 2. Verify opening size, dimensions, and tolerances. 3. Carefully coordinate location of sprinklers and hatches. Ensure they are no closer than 8 inches. 3.02 PREPARATION A. Protect surrounding areas and surfaces to prevent damage during work of this section. 3.03 INSTALLATION A Install the work in accordance with manufacturer's instructions. 1. Touch up manufacturer's prime as required. BE &C ENGINEERS 3.04 ADJUSTING AND CLEANING A Adjust hardware to operate easily. B. Leave premises clean and free of residue of work of this section. END OF SECTION 07726.3 DCA•9•92045.01 :A 10/9192 RAW MATERIAL STORAGE BUILDING 21-04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 07726 SMOKE VENT HATCHES 12 OCTOBER 1992 BE &C ENGINEERS PART 1 GENERAL 1.01. SECTION INCLUDES A. Custom skylights. 1.0 2 RELATED SECTIONS Section 05500 - Metal Fabrications Section 07560 - Roof Repairs 1.03 SUBMITTALS A. Product data: Describing components. B. Shop Drawings: Showing details of installation and coordination with connecting work. C. Samples: 1. Finish on 6 -inch length of typical extrusion. 2. Glazing: 12 x 12 -Inch of material and color to be installed. 1.04 QUAUTY ASSURANCE A. Manufacturer qualifications: Listed by ICBO. B. Installer qualification: Manufacturer of skylight or company trained and approved by manufacturer. 1.05. DEUVERY, STORAGE AND HANDLING A. Store skylight panels on the long edge, several inches above the ground, blocked and . under cover to prevent warping. PART 2 - PRODUCTS 2.01 MANUFACTURER A. Kalwall 2.02 FACING A. Exterior: White acrylic. B. Interior: White acrylic DOA•9•92046.01 :A 10/0/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 07800-1 SECTION 07800 SKYUGHTS 12 OCTOBER 1992 BE &C ENGINEERS C. Flammability - Interior face sheet flamespread rating: No greater than 20 and smoke development no greater than 200 when tested in accordance with ASTM E 84. Burn extent by ASTM D 635 to be no greater than 1 inch. I.C.B.O. listed #PFC 1705 2.03 PANEL CONSTRUCTION A Thickness: 2 -3/4 inches with a "U" factor of .24, light transmission of 17 %, and shading coefficient of .18. B. Exposed aluminum finish: Architectural corrosion resistant finish equal to ANSI /AAMA 605.2 -85. Color to be selected from manufacturer's standards. PART 3 - EXECUTION 3.01 EXAMINATION A Inspect curbs. Verify that work is satisfactory to receive skylight. Correct deficiencies before proceeding. 3.02 PREPARATION A Prepare openings Including isolating dissimilar materials from aluminum system which may cause damage by electrolysis. 3.03 ERECTION A Erect according to approved Shop Drawings and manufacturer's instruction. 3.04 CLEANING A Immediately before final inspection clean and polish metal parts of skylight frame. Wash and polish glazing. 00A•9•92045.01:A 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 END OF SECTION 07800-2 SECTION 07800 SKYUGHTS 12 OCTOBER 1992 BE &C ENGINEERS PART 1 - GENERAL 1.01 SECTION INCLUDES A. Caulking and sealing not elsewhere specified. 1.02 RELATED SECTIONS Section 07270 - Firestopping Section 07726 - Smoke Vent Hatches 1.03 REFERENCED STANDARDS A. American Society for Testing and Materials: ASTM— ASTM C 920 -87: Standard Specification for Elastomeric Joint Sealants ASTM C834 -76 (R86): Standard Specification for Latex Sealing Compounds 1.04 SUBMITTALS A. Product data: Provide manufacturer's literature showing conformance of all materials to specification. B. Samples: Full range of colors for each product. C. Installation instructions: Provide for sealants, Include manufacturer's recommendations for surface preparation and priming. 1.05 STORAGE AND PROTECTION A. Deliver materials in sealed containers with manufacturer's labels thereon. Store inside building. Protect from damage until used. 1.06 ENVIRONMENTAL REQUIREMENTS A. Interior: Building enclosed and heated to 50 °F or higher. B. Exterior: Temperature between 40 °F and 80 °F, no moisture present. PART 2 - PRODUCTS 2.01 MATERIALS A. Sealant: Polyurethane, ASTM C920 a Type S (single component) DCA•9•92046.01:A 10/0/02 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 07910.1 SECTION 07910 CAULKING AND SEAUNG 12 OCTOBER 1992 3.02 APPLICATION BE &C RAW MATERIAL STORAGE SECTION 07910 ENGINEERS BUILDING 21 -04 CAULKING AND SEALING SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 b. Grade NS (non -sag) c. Class 25 ( +/- 25% joint movement) D. Use suitable to application. C. Colors: Standard factory mixed, match adjacent surfaces as closely as practicable, as accepted. D. Primer: As recommended by sealant manufacturer for conditions of use. E. Backer rod: Compressible polyurethane or polyethylene foam rod compatible with sealant. F. Bond breaker: Polyethylene tape. PART 3 - EXECUTION 3.01 PREPARATION A. Verify that joint dimensions meet depth and width criteria. Make necessary adjustments before applying any materials. B. Condition of joint: Slot clear of all extraneous material. Surfaces dry and free of dust, oil, or other material that might impair adhesion. A. General: Apply all materials in strict accord with manufacturer's printed instructions. B. Sealing: Prime surfaces as required by manufacturer's instructions. Use backer rod 25% larger than joint width. Install uniformly to required depth for sealant. Fill slot completely with sealant. Tool surface smooth, uniform, slightly concave. Expel all air bubbles. 3.03 CLEAN UP A. Remove droppings and smears from finished work. Restore surfaces as necessary. B. Protect traffic joints until cured. DCA.9- 92046.01:A 10/9/92 END OF SECTION 07910.2 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 08308 FLEXIBLE STRIP DOOR 12 OCTOBER 1992 PART 1 - GENERAL 1.01 SECTION INCLUDES A Flexible strip door. 1.0 2 RELATED SECTIONS Section 05500 - Metal Fabrications 1.03 SUBMITTALS A Product data: Submit manufacturer's literature showing conformance with specifications. B. Shop Drawings details: Indicate installation, clearances and attachment to building. C. Installation instructions: Submit manufacturer's product installation instructions. PART 2 - PRODUCTS 2.01 MANUFACTURERS A Flexion, Inc., Tel. (206) 823 -2479, or approved. B. Substitution permitted: Comply with Section 01630. 2.0 2 PRODUCTS A Strip door: 1. PVC clear strips 16 x .160 Inch with 50% overlap suspended hook. 2. Mounting: Internal bi- parting sliding trolley extending 6 feet opening. PART 3 - EXECUTION 3.01 INSTALLATION END OF SECTION on full width "J" on each side of A. Verify surfaces are ready to receive work of this section Do not install until unsatisfactory conditions are corrected. 3.03 ERECTION, INSTALLATION, APPLICATION A Install according to manufacturer's instructions and approved Shop Drawings. OCA•9•92045.01:A 10 /9 /02 08308 -1 BE&C RAW MATERIAL STORAGE SECTION 08710 ENGINEERS BUILDING 21 -04 FINISH HARDWARE SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 OCA•0•92045.01:A 10/9/92 PART 1 GENERAL 1.01 SECTION INCLUDES A. Finish hardware for existing doors. 1.02 RELATED SECTIONS Section 10616 - Partitions 1.03 REFERENCED STANDARDS ANSI A115 Specifications for Door and Frame Preparation ANSI A117 Specifications for Making Buildings and Facilities Accessible to, and Usable by the Physically Handicapped ANSI A156 Standards for Mortise Locks and Latches NFPA 80 Fire Doors and Windows SDI 107 Steel Door Institute Hardware on Steel Doors (Reinforcement Application). SDI 109 Hardware for Standard Steel Doors and Frames UL Underwriters Laboratories, Inc. - Fire Exit Hardware for "A" through "E" Labeled Fire Doors 1.04 SUBMITTALS A Submit six copies of detailed schedule. 1. Review and acceptance by the Construction Manager do not relieve the Contractor of his exclusive responsibility to fulfill the requirements as shown and specified. 2. Incorporate corrections and changes in the first submittal and return two copies of the revised schedule to the Construction Manager. 3. Acceptance of schedule does not relieve Contractor of responsibility for errors or omissions. B. Format of schedule: List hardware for like door openings separately and in format similar to this section. C. Templates: Supply hardware templates to fabricators of factory - prepared doors, frames, and other work. Furnish within 10 days after receipt of final accepted schedule. Review the associated Shop Drawings to confirm that adequate provisions are being made for proper hardware Installations. 08710 -1 BE&C ENGINEERS D. Special tools: Provide two sets of special tools required for maintenance and installation. Furnish closer key valves, lock wrenches, and the like. Deliver to Construction Manager at completion of work. E. Keying schedule: After receipt of approved finish hardware schedule, prepare a keying schedule. Verify schedule with Construction Manager. Ensure that locksets and keying are functionally correct and in accordance with requirements. Submit copies to the Construction Manager with required corrections made. F. Operation and maintenance data: Submit required sets of catalogs and maintenance manuals for locksets and closers to be incorporated into Project Maintenance Manual, Section 01730. 1.05 DEUVERY, STORAGE, AND HANDUNG A Inventory hardware jointly with representatives of the hardware supplier until you are both satisfied that the count is correct. B. Leave hardware in original factory cartons and mark each hardware item with description and installation location in accordance with approved hardware schedule. Deliver packaged hardware items to shop or project site for installation to avoid delay of project. C. Store hardware in a protected location under lock and key. D. Handle carefully to protect finishes. PART 2 - PRODUCTS 2.01 FINISHES A. Finishes: US 26D, Chrome - plated Dull Steel. Finish closers to match. Thresholds, door sweeps, and weatherstrips: Natural mill- finish aluminum. 2.0 2 MATERIALS AND ASSEMBUES A Furnish fasteners for installation with each hardware item. 1. Provide flat -head Phillips screws, except as otherwise indicated. Finish exposed screws to match the hardware finish. B. Provide concealed fasteners for hardware units exposed when door is closed, except where no standard manufactured units of the type specified are available with concealed fasteners. DCA- 9.92045.01:A 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 08710 - 2 SECTION 08710 FINISH HARDWARE 12 OCTOBER 1992 1. Do not use through -bolts for installation where the bolt head or the nut on the opposite face is exposed, except where it is impossible to reinforce the work. BE &C RAW MATERIAL STORAGE ENGINEERS BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 2.03 KEYS AND KEYING A System: Supply cylinders Yale "0" Bitted 6 pin, in sections as required by Boeing Lock and Key Service. 2.04 LOCATIONS A. Install finish hardware Items in accordance with Section 06200 and locations listed. Confirm mounting heights for items other than listed before preparing doors and frames and installing hardware. Measurements are from finish floor except top butt. Where the following vary from Section 06200 or other requirements, confirm which governs before installation: 1. Butts: Top 11 -3/4 inches center of butt to top of door. Intermediate equal distance between top and bottom butt. 2. Deadlock: Mount 60 inches to center of strike. 3. Door closers: Follow manufacturer's instructions. 2.0 5 HARDWARE GROUPS Refer to door schedule concerning the following hardware groups: STANDARD HARDWARE GROUPS GROUP 1 - Remove existing panic bar, escutcheon plate, and /or exterior latch /lock/pull. Add: 1 ea Exit Device Von Duprin 99L x 992L -R 26D GROUP 2 - Not Used DCA.9.92046•01:A 1019192 2. Use machine screws or concealed fasteners of another standard type to avoid the use of through bolts. 3. Provide fasteners compatible with both the unit fastened and the substrate and those that will not cause corrosion or deterioration of hardware, base material, or fastener. a Furnish hardware items complete with necessary fastening accessories, including machine screws and tamp -ins for attaching hardware to concrete or masonry surfaces. GROUP3 1 -1/2 Pr Hinges By Partition Manufacturer 1 Latchset Yale PBE 8707FL 26D 08710 -3 SECTION 08710 FINISH HARDWARE 12 OCTOBER 1992 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 08710 FINISH HARDWARE 12 OCTOBER 1992 GROUP 4 - Remove existing knob and escutcheon plate. Add: 1 ea Exit Device Von Duprin 9875L x 992L -M x26D PART 3 - EXECIJT1CN 3.01 INSTALLATION A. Install under the direction of the supplier and in accordance with the manufacturer's instructions and the requirements of NFPA 80. .Use templates provided by hardware manufacturers. Conform to ANSI A117.1 for handicapped requirements. END OF SECTION BE&C RAW MATERIAL STORAGE SECTION 09678 ENGINEERS BUILDING 21 -04 RESILIENT BASE SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Resilient base at demountable partitions. 1.03 REFERENCED STANDARDS A Federal Specifications: FS— FS SS -W -40 Wall Base, Rubber, and Vinyl Plastic Int. Amend. 1 1.04 SUBMITTALS A. Product data: Show conformance with specification. B. Samples: Manufacturer's Identifying label on each; with brand name, color, pattern number, and thickness 1. Resilient base: 6 -inch section, each color. C. Instructions for substrate preparation and installation each substrate. 1.05 DELIVERY AND STORAGE A Deliver materials in unopened, factory labeled containers. Store in spaces where they are to be used 48 hours before installation. 1.06 SITE CONDITIONS A Environmental requirements: 1. Building permanently enclosed, heated and dry before base application. 2. Maintain temperature of 65 °F continuously from 48 hours before installation until 48 hours after installation is complete. PART 2 - PRODUCTS 2.01 MATERIALS A Resilient base: FS SS -W ..40; Type I, rubber; 0.125 -inch thickness; Style. B, cove. Match height of existing base. B. Adhesive: As recommended by base manufacturer for the particular conditions involved. DCA•9•92046.01 :A 10/9/92 09678 -1 C BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 09678 RESILIENT BASE 12 OCTOBER 1992 PART 3 - EXECUTION 3.01 PREPARATION A. Defer installation until other work that might damage base Is completed. B. Prepare surfaces to ensure perfect adhesion and to correct imperfections that would otherwise show through the finished base. C. Follow accepted manufacturer's directions for each material and related substrate. 3.02 APPUCATION A. Apply materials according to manufacturer's printed Instructions for conditions involved. 3.03 CLEAN -UP A. Perform clean -up in each room upon completion of work in that room. B. Remove debris from room. C. Clean floor surface of foreign materials leaving unblemished surface throughout. 3.04 PROTECTION A. Protect resilient base from damage, whatever cause, until acceptance. DCA•9.92045•01:A 10/9/92 END OF SECTION 09678-2 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 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. Substrates adversely affecting finish work, except minimal work normally performed by this trade. 1.03 RELATED SECTIONS Section 05500 - Metal Fabrications B. For painting of mechanical work, see Division 15. C. For painting of electrical work, see Division 16. 1.04 REFERENCED STANDARDS OCA•9•92046.01:A 10/9/92 SECTION 09900 PAINTING 12 OCTOBER 1992 POCA 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. 09900 -1 BE &C RAW MATERIAL STORAGE ENGINEERS BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 09900 PAINTING 12 OCTOBER 1992 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. 1.06 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 HANDLING A. Deliver in unopened containers, bearing manufacturer's original labels. 1. Do not open until accepted by Construction Manager. B. Store and mix materials outside building. 1. Ambient temperature 45° F minimum. C. Prevent fire hazards and spontaneous combustion. 1. 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. DCA•9•92046.01:A 10/9/92 09900 -2 BE &C RAW MATERIAL STORAGE SECTION 09900 ENGINEERS BUILDING 21 -04 PAINTING SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 2.02 SHEEN 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 manufacturer. 3. Illumination: Verify required lighting level minimum 15 foot - candles per square foot, unless more stringent levels are required by manufacturer. 4. Weather: Do no exterior work on unprotected surfaces when- 1.0 9 WARRANTY DCA•9.92046.01:A 10/0/02 a. It is raining. b. Moisture from any source is present or expected before finishes can dry and attain proper cure. A. Warrant work of this section satisfactory for 2 years from date of Early Possession, Substantial Completion, or Final Acceptance, whichever occurs first. PART 2 - PRODUCTS 2.01 MATERIAL A Preservative Paint Co. B. 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 authorities. 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. 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 09900 -3 BE &C RAW MATERIAL STORAGE ENGINEERS BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 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 3.02 MATERIALS NOT FINISHED DCA•0•02045.01 :A 10/0/02 SECTION 09900 PAINTING 12 OCTOBER 1992 A. Verify installation conditions as satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. 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 %. A The following receive no finish except as indicated: 1. Exposed finished metals as listed: 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. 09900-4 BE &C ENGINEERS DCA•0•02045.01:A 10/0/02 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 09900-5 SECTION 09900 PAINTING 12 OCTOBER 1992 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. 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. 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. 3.04 PREPARATION OF EXISTING PAINTED SURFACES A. Follow paint manufacturer's directions. 3.0 5 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. BE&C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 09900 PAINTING 12 OCTOBER 1992 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. 3.06 APPLICATION A. Perform the work in accordance with Quality Assurance provisions, References, specifications, 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. G Paint lettering indicated on Drawings with system specified for striping. D C/1.9.02045.01:A 10/0/02 09900.6 =S'iRATE SURFACE SYSTEM LUSTER PRIMER MESH 2ND FINISH COAT Wood Latex Eggshell One coat 5 -99 exterior oil primer One coat 64 Series Color shield 3000 Concrete Walls Vinyl Acrylic Flat One Coat 36.199 Chlor Cote Primer One Coat 65 Series Color Shield 3000 Ferrous Metal Structure Water Reducible Alkyd Gloss One Coat 75 -100 Envira -Prime One Coat 7a -500 Envira-Namel Galvanized Steel Bollards Water Reducible Alkyd Gloss ' 28-62 All Metal Gard One Coat 75 -500 Envira - Namel BE &C ENGINEERS 3.0 7 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 EXTERIOR PAINTING A Preservative paints: DCA- 9.92045.01:A 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 09900 PAINTING 12 OCTOBER 1992 09900-7 SUBSTRATE SURFACE SYSTEM LUEEB E IM ER E1tm 2ND FINISH rQAT Gypsum Board Walls Latex Enamel Eggshell One Coat 95 -100 Pre -Cote Primer Sealer One Coat 68 Series Styro Cote Enamel Ferrous Metal Bollards, Structure, Doors, Trim Latex Enamel Eggshell One Coat 28 -6262 All Metal Gard Rust Inhibitive Primer One Coat 68 Series Styro Cote Wood Columns Latex Enamel Eggshell One Coat 20 -97 Enamel Undercoat Primer One Coat 68 Series Styro Cote Concrete Floor Striping Epoxy Gloss N/A One Coat 88 Series Pre -Poxy Epoxy Polyamide One Coat 88 Series Pre -Poxy Epoxy Polyamide BE &C ENGINEERS DCA•0.92045.0t :A 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 09900 - 8 SECTION 09900 PAINTING 12 OCTOBER 1992 3.0 9 INTERIOR PAINTING AND FINISHING SCHEDULE A Deeptone painting may require additional coatings to achieve proper coverage. B. Preservative paints: C. 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. 3.10 REPLACEMENT OF HARDWARE AND MISCELLANEOUS ITEMS A Reinstall items previously removed. 3.1 1 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 BE &C SECTION 10523 ENGINEERS RAW MATERIAL STORAGE PORTABLE FIRE BUILDING 21 -04 EXTINGUISHERS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 PART 1 GENERAL 1.01 SECTION INCLUDES A. Portable fire extinguisher units. 1.02 REFERENCED STANDARDS FM Factory Mutual NFPA National Fire Protection Association No. 10 UL Underwriters Laboratory Standards UL 299 Dry Chemical Fire Extinguishers 1.03 SUBMITTALS A Shop Drawings to locate each fire extinguisher. B. Product data: Submit manufacturer's definitive brochures, specifications, and installation instructions. Include six extra copies for review by Boeing Fire Protection Engineering. Q Certificate: Submit certification that installed extinguisher complies with applicable regulatory agency requirements, References, and specifications. D. Submit maintenance data for full servicing. 1.04 QUALITY ASSURANCE A UL listed units with type, rating, and classification of extinguisher indicated. PART 2 - PRODUCTS 2.01 GENERAL A Multipurpose Dry Chemical, FM listed 10 -pound rated 4A :60BC conforming to UL299. 2.02 ACCEPTABLE MANUFACTURERS AND PRODUCTS A Multipurpose Dry Chemical, Potter Roemer 3010, J. L. Industries, Cosmic 10E, Amerex Model 456. D. Substitutions under provisions of Section 01630. DCA•0•02048•01:A 10/0/02 10523-1 BE &C ENGINEERS 2. Furnish portable fire extinguishers by only one manufacturer. 3. Furnish mounting brackets. D. Fill and service extinguishers in accordance with governing authorities. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify installation conditions satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. 3.02 INSTALLATION A. Install to suit code requirements. Locate where indicated or directed for wall hung installations. 3.03 CLEANING A. Leave premises clean and free from residue of the work of this section. DCA- 9.92046.01:A 10/0/02 SECTION 10523 RAW MATERIAL STORAGE PORTABLE FIRE BUILDING 21 -04 EXTINGUISHERS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 Enameled steel container with pressure - indicating gage. standard red. END OF SECTION 10523.2 Color: Manufacturer's 1. Furnish only new fire extinguishers approved and labeled by Underwriters Laboratories in compliance with UL Standard 299. BE &C ENGINEERS 2.02 FACTORY FINISH DCA•0•02045.01:A 10/0/02 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 PART 1 - GENERAL 1.01 SECTION INCLUDES A Cabinets for fire hose units. 1.02 RELATED SECTIONS Section 15375 - Wet Standpipe System 1.03 SUBMITTALS A Product data: Manufacturer's definitive brochures and specifications. B. Shop Drawings: Show cabinet locations and installation details. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURER AND PRODUCTS B. Fire hose units: Surface mounted cabinet: Potter - Roemer. 1100F -HF (flush door, horizontal fold hose). A White polyester. Furnish fire hose and combination cabinets with red lettering. PART 3 - EXECUTION 3.01 EXAMINATION A. Verify installation conditions are satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. 3.02 INSTALLATION A Install the work in accordance with manufacturer's instructions. B. Confirm correct mounting height. C. Confirm "knock -out" location. 3.03 ADJUSTING AND CLEANING A Adjust hardware as required. B. Leave premises clean and free from residue of work of this section. END OF SECTION 10526 - 1 SECTION 10526 FiRE HOSE CABINETS 12 OCTOBER 1992 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 10615 DEMOUNTABLE PARTITIONS 12 OCTOBER 1992 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Demountable partitions. B. Remounting of existing panels. 1.02 SUBMITTALS A. Product data describing partition system. B. Shop Drawings: Show layout, details of installation, and abutments to connecting work. 1.03 QUALITY ASSURANCE A. Installer qualifications: Manufacturer trained and approved. Submit certification of training and approval by manufacturer. PART 2 - PRODUCTS 2.01 MANUFACTURER A USG Interiors, Inc. Tel. (415) 792 -4400 - Fremont, CA 2.02 MATERIALS A Demountable partition system: USG Interiors, Donn High Performance Wall System. B. Provide components for complete installation including- 1. Studs: 25 gage as shown with matching track and spacers. 2. Panels: 5/8 gypsum, predecorated with vinyl wall covering. Remounting existing panels. 3. Outside corners: Square. 4. Trim finish: Metal Color: As selected by Construction Manager DCA•9•92046.01 :A 10/9192 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 PART 3 EXECUTION 3.01 ERECTION A. Erect partitions according to accepted Shop Drawings and instructions. DCA•9•92046.01:A 10 /9 /Q2 END OF SECTION SECTION 10615 DEMOUNTABLE PARTITIONS 12 OCTOBER 1992 BE &C RAW MATERIAL STORAGE SECTION 10616 ENGINEERS BUILDING 21 -04 PARTITIONS SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Partitions (7' -0" high, open base structurally self- supporting panels). 1.02 SUBMITTALS A. Product data describing partition system. B. Shop Drawings: Show layout, details of installation, and abutments to connecting work. C. Samples: Surface finish and colors, manufacturer's full range. D.. Certificates: Manufacturer's certification of installer as trained and approved. 1.03 QUALITY ASSURANCE A. Installer qualifications: Manufacturer trained and approved. Submit certification of training and approval by manufacturer. PART 2 - PRODUCTS 2.01 SUPPLIER A. Howard Bowker Tel. (206) 228 -3801 B. Substitutions under provisions of Section 01630. 2.02 MATERIALS A. Partition system: O'Brien Quick Change #175. 1. 7 -foot high, open base, structurally self supporting panels. B. Provide components for complete installation including panels, frames, doors, door Jambs, and hinges. C. Panel: Vinyl covering. Color: Adobe. D. Anodized aluminum frame. PART 3 - EXECUTION 3.01 ERECTION A. Erect partitions according to manufacturers instructions. B. See Section 08710 - Finish Hardware for additional door hardware. DCA•0•02046.01:A 10/0/02 END OF SECTION BE &C SECTION 15010 ENGINEERS RAW MATERIAL STORAGE BASICMECHANICAL BUILDING 21 -04 REQUIREMENTS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 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. 1.05 SUBMITTALS A Refer to- 1. Section 01300 - Submittals. 2. Section 01730 - Operating and Maintenance. B. Materials and manufacturers' listing: Submit complete listings. OCA•0•02046.01:E 10/9/92 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 15010 BASIC.MECHANICAL REQUIREMENTS 12 OCTOBER 1992 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. 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. 1.07 QUALITY ASSURANCE A. Fabricator, manufacturer, installer qualifications: 1. A Specialist with a minimum 3 years of experience. DCA4•92045.O1:E 10/9/92 BE&C ENGINEERS DCA•9•92046.01:2 10/0/02 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 15010 BASIC - MECHANICAL REQUIREMENTS 12 OCTOBER 1992 B. Requirements of regulatory agencies current as of Contract Document date: See referenced codes and standards. C. Preinstallation conference: Establish time, attendees, and agenda for coordinating materials and techniques. Confirm sequence for related, sensitive, and complex items. 1.0 8 DEUVERY, STORAGE AND HANDUNG A. At completion of the work, carefully remove, identify, and deliver tags, bagged spare parts, and instructions to the Construction Manager. Obtain a receipt. 1.0 9 PROJECT SITE CONDITIONS A. Examine site and construction; become familiar with existing conditions affecting the work. B. Verify locations of overhead or burled 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 SCHEDUUNG 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. BE&C SECTION 15010 ENGINEERS RAW MATERIAL STORAGE BASIC MECHANICAL BUILDING 21 -04 REQUIREMENTS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 C. Provide products of one type by a single manufacturer. 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 Ptotection: 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. 1.• DCA - 9.92046.01 :E 10/9192 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 ducts and equipment closed during construction. BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 5. Install equipment requiring periodic servicing or repairs so it is readily accessible. Otherwise, obtain Construction Manager's approval of location. 6. Paint: Section 09900 - Painting. Closely supervise painting work to ensure conformance with specification. B. Operation of equipment and systems 1. Contractor is responsible until the systems are accepted by Owner. 3.04 CI-ECKOUT 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. 3. Verifying proper direction of movement or rotation. 4. Verifying operation is smooth and free of undue noise and vibration. 5. Synchronizing (as applicable) with other related equipment. B. Consult Construction Manager as to proper functioning of the item being checked. Repair damages to equipment 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. D0A- 9•92045.01:E 10/9/92 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 Con expense. C. Perform tests specified under various specification sections. SECTION 15010 BASIC - MECHANICAL REQUIREMENTS 12 OCTOBER 1992 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 3.06 FINAL ADJUSTMENTS AND TESTING SECTION 15010 BASIC MECHANICAL REQUIREMENTS 12 OCTOBER 1992 A HVAC systems 1. Conduct at completion of work. Work to be performed by a firm designated by the Contractor and approved by the Construction Manager. Perform related work as described. 2. Contractor's responsibilities: a Operate heating systems as directed. b. Furnish ladders and other equipment so readings may be taken as required. c. Provide access to controls, valves, and other items as needed to complete the work. B. Piping systems: Refer to Section 15060 - General Piping Requirements. 3.07 TRAINING A See Requirements in Section 01730. B. Train Owner's maintenance personnel in the operation and servicing of equipment, Including but not limited to the Fire protection system. C. Limit training periods to what is specified by individual specification sections. D. Coordinate training period between Contractor and the Construction Manager. 3.08 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. DCA•9•92045.01:E 10/9/92 END OF SECTION • ,.. BE &C SECTION 15050 ENGINEERS RAW MATERIAL STORAGE BASIC MATERIALS BUILDING 21 -04 AND METHODS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 PART 1 - GENERAL 1.01 SECTION INCLUDES A Motors and motor controls provided as part of mechanical equipment, mounting accessories, concrete anchors, formed steel channels, and miscellaneous other basic materials. 1.02 RELATED SECTIONS Section 15010 - Basic Mechanical Requirements Division 16 - Electrical: Motor control centers and other motor control requirements. 1.03 SUBMITTALS A Product data: 1. Motors 2. Formed steel channels 3. Concrete anchors 1.04 REFERENCED STANDARDS NEMA MG1 Motors and Generators AISC American Institute of Steel Construction, Inc. ASTM A 53 Specification for Pipe, Steel, Black and Hot - Dipped, Zinc - Coated Welded and Seamless PART 2 - PRODUCTS 2.01 MOTORS A. Furnish motors as follows unless specified or noted otherwise: 1. Design and construction: Electric motors and enclosures conforming to requirements of NEMA Standard MG 1. 2. Nameplates: Provide motors with a readily visible nameplate containing information required in NEMA MG -1. List nominal efficiency of high - efficiency motors. DOA•9•92045•01:M 15050-1 10/9/92 BE &C SECTION 15050 ENGINEERS RAW MATERIAL STORAGE BASIC- MATERIALS BUILDING 21 -04 AND METHODS SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 12. Noise control: Comply with NEMA MG1- 12.49. 13. Balance in accordance with NEMA MG1- 12.05. 2.02 MOTOR CONTROL EQUIPMENT A General: Reuse existing where applicable motor control equipment is specified in Division 16. 2.03 CONTROL WIRING - See Division 16 2.04 FERROUS METAL WORK EXPOSED TO THE WEATHER - ALSO IN WET TRENCHES A Cast iron, stainless steel, or hot -dip galvanized. DCA•9•92045.01:M 1010/92 4. Motor characteristics: a. Additional labelling: Use 5/8 -inch minimum size letters. Provide the following: Supply voltage; power source /circuit. 3. Approved manufacturers: General Electric, Westinghouse, Allis- Chalmers, Century, U.S. Motors, and Reliance. a. One -half hp and smaller: Single -phase capacitor- start, induction -run type: 115 -volt or 115 /230 -volt nameplate rating with integral thermal overload protection. b. Three - quarter hp: Single or three -phase as shown on the Drawings. c. One hp and larger: Three - phase, single- speed, induction type with nameplate rating 208- 230/460 -volt suitable for operation at 480 volts. 5. Service factor: Not less than NEMA standard. 6. Construction of motor frames: Open drip- proof. 7. Motor torque characteristics must allow the connected load to be accelerated to full load speed and then operate continuously at full load without damaging the motor. 8. Insulation: NEMA Class B 9. Bearings: Ball or roller bearings. 10. Conduit or terminal boxes: Rotatable in 90- degree increments. 11. Totally enclosed motors: Where specified, furnish with drain - breather elements. 15050.2 BE &C ENGINEERS 2.05 FORMED STEEL CHANNELS 2.06 STEEL FRAMING 2.07 CONCRETE ANCHORS 00A•9•92045.01:M 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 A Formed steel channels for pipe supports, duct 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. 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. A Cox Construction Co. Molly Parabolt, McCullough Kwik -Bolt, or approved. PART 3 - EXECUTION 3.01 MOTORS A Install motor in conformance with manufacturer's recommendation and properly aligned with the driven device. 3.02 CONTROL WIRING A Install In conformance to the current National Electrical Code. 3.03 CONCRETE ANCHORS A Use concrete anchors as follows: 15050.3 SECTION 15050 BASIC - MATERIALS AND METHODS 12 OCTOBER 1992 1. Where necessary to hang piping or equipment from existing concrete slabs or walls. 2. For fastening attachments less than 400 pounds to new concrete. In general, provide imbeds of structural steel or formed steel channels for attachment to new concrete. BE &C ENGINEERS D0A•9•42045.01:M 1019/92 RAW MATERIAL STORAGE BUILDING 21 =04 SPEC. NO. DCA -9- 92045 -TS -01 END OF SECTION 15050-4 .: SECTION 15050 BASIC - MATERIALS AND METHODS 12 OCTOBER 1992 B. Install anchors in accordance with manufacturer's Instructions. Do not exceed rated load. Use a minimum of two bolts to attach each item. BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 DCA•9.92046.01:M 10/0/92 15060-1 SECTION 15060 GENERAL PIPING REQUIREMENTS 12 OCTOBER 1992 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 A 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 CDA 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. BE &C SECTION 15060 ENGINEERS RAW MATERIAL STORAGE GENERAL PIPING BUILDING 21 -04 REQUIREMENTS SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 5. Escutcheon plates. 6. Solder. C. Record Drawings: 1. Accurately show changes in piping size, location, or materials. 2. Submit as specified. D. Certified reports: 1. Weld repairs, complete with evaluations. 2. Inspections performed. 3. Hydrostatic and pneumatic tests data and results. 4. Reports required by Pressure Piping Code. E. Welder qualifications: According to Pressure Piping Code before starting work, submit - 1. Name of welder. 2. Qualification date. 3. Identification mark assigned. 4. Test results. 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. 0CA.9.92045.01:M 10/9/92 15060 -2 BE &C SECTION 15060 ENGINEERS RAW MATERIAL STORAGE GENERAL PIPING BUILDING 21 -04 REQUIREMENTS SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 B. For 2 -1/2 inches and larger, use dielectric flanges 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 butt weld reducing tee fittings. When the secondary pipe size is less than or equal to one -half the primary pipe size, Waldolets may be used. 2.06 PIPE SUPPORTS A See Section 15140 - Piping Supports and Anchors; Sleeves. 2.07 PIPE PAINTING AND MARKING A See Section 15190 - Mechanical Identification. 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. Remove strainer baskets and screens, clean thoroughly, and replace. DCA•9•92046.01:M 10/9/92 15060.3 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 3.03 TEMPORARY PIPING SECTION 15060 GENERAL PIPING REQUIREMENTS 12 OCTOBER 1992 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. B. Cleaning field - fabricated piping: 1. Remove welding Icicles and beads, cuttings and burrs. Grind accessible internal weld surfaces smooth. 2. Rap piping and remove foreign materials Inside and outside. 3.06 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. O 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. 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. DCA•0•02046.01:M 10/0/02 15060.4 BE &C ENGINEERS OCA•9•92045.01 :M 10/9/92 SECTION 15060 RAW MATERIAL STORAGE GENERAL PIPING BUILDING 21 -04 REQUIREMENTS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 15060 -5 E. Use fittings only for changes in directions on rigid pipe and hard drawn tubing. Do not use bushings, close nipples, or street ells. F. Provide a union or flanges at each piping connection to equipment or instrumentation on the downstream side of each stop valve to facilitate installation and removal. G Allow sufficient clearance for access to valves and equipment. H. Connect piping to equipment only after the equipment has been securely anchored, levelled, and aligned in place. I. Install piping so that no load 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. J. Do not cut any structural member unless shown on the Drawings or approved by the Construction Manager. K. Install pipe without springing or forcing. L. 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. BE &C ENGINEERS SECTION 15060 RAW MATERIAL STORAGE GENERAL PIPING BUILDING 21 -04 REQUIREMENTS SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 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. D. Welded: Weld black steel pipe 2 -1/2 -inch size and larger and Weldolets and Threadolets. Use branch outlet fittings for improved flow where attached to the run, designed to withstand full pipe bursting strength. Use full lengths of pipe to minimize field welds. Welding to be in accordance with ANSI 831.1, Section 9. 1. Employ only welders holding one of the following certificates, dated within the preceding 12 months: a Certificate of the National Certified Pipe Welding Bureau. b. Certificate from a recognized testing laboratory indicating satisfactory welding test results in accordance with the American Petroleum Institute "Standard for Field Welding of Pipe Lines" or ASME Boiler and Unfired Pressure Vessel Code, Section 9, "Welding Qualifications ". If in the opinion of the Construction Manager the work of a welder creates a reasonable doubt as to his skill, additional tests may be ordered by the Construction Manager at the Contractor's expense. 2. Beveling: Field or shop bevel by mechanical means or by flame cutting. Where beveling is done by flame cutting, thoroughly clean surfaces of scale and oxidation just before welding. Bevel to conform to recognized standards. 3. Alignment: Use split backing rings for field joints on pipes above 2 inches to ensure proper alignment, complete weld penetration and prevention of weld spatter reaching the interior of the pipe. 4. Welding: Where the pipe temperature falls to 32° F or lower, heat pipe to approximately 100° F for a distance of 1 foot each side of the weld before welding. Finish welding before the pipe cools to 32° F. 5. Socket welds: Use socket welds on piping 2 inches and smaller. Cut and ream pipe ends to provide straight end surface free of burrs. 6. Defects: Replace defective welds and reinspect at no additional cost to Owner. Repairing defective welds by adding weld material over the defect or by peening will not be permitted. 7. Electrodes: Store electrodes in a dry heated area; Keep free of moisture and dampness during fabrication operations. Discard electrodes that have lost part of their coating. OCA•9•92046.01:M 10/9/92 15060 -6 BE &C ENGINEERS 00A- 0.02046.01:M 10/0/02 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 15060 -7 SECTION 15060 GENERAL PIPING REQUIREMENTS 12 OCTOBER 1992 E. Flanged: 1. Install flanges with faces straight, true and parallel to mating surfaces. 2. Position flanges for bolt holes to straddle horizontal and vertical center lines. 3. Make up flanges to secure uniform pressure on gasket without overstressing bolts. 4. Use flat -face 150 -lb steel flanges and full -faced gasket where necessary to mate with 125 -lb cast -iron flanges. 5. When a flanged joint has been made up and subsequently loosened, install a new gasket prior to remaking joint. 6. On piping systems operating at 500 °F or lower, apply antiseize thread lubricant to bolt threads. F. Grooved: 1. Cut grooves clean and sharp without burrs and check marks. 2. Roll grooves in light wall pipe. Use Vic -Easy or similar groove rolling tool. 3. Ream pipe ends thoroughly. 4. Use grooved joints only in accessible locations. G Bell and spigot joints: 1. Tightly pack joint with jute placed in annular spaces to depth at least 1.5 inches, measured from bottom of bell. 2. Allow at least 1 Inch for lead. 3. Do not permit packing to enter bore of finished joint. 4. Clean joint after packing. 5. Fill remaining space with one pouring of lead. 6. After lead has cooled, caulk Joint tightly by use of hammer and caulking Iron. BE &C ENGINEERS 3.10 FLASHING AND SEALING DCA•9•92046.01:M 10/0/02 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 15060 GENERAL PIPING REQUIREMENTS 12 OCTOBER 1992 H. No hub joints: 1. Place gasket on end of one pipe and retaining clamp on end of adjoining pipe. 2. Firmly seat pipe ends against integrally molded shoulder Inside neoprene gasket. 3. Slide retaining clamp into position over gasket and tighten evenly to 4 foot - pounds of torque. 4. Firmly stabilize connections at water closets, trap arms and horizontal branches by use of strapping and blocking. I. Push -on joints: 1. Clean hub and insert gasket. 2. Apply gasket lubricant to spigot and inside of gasket. 3. Drive spigot into gasketed hub with pulling tool or suitable device. J. Bent piping: May be used only if shown on Drawings or approved in advance. 3.0 9 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. 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. 3.11 DIELECTRIC FITTINGS A. Install at the following: 1. At each joint between dissimilar metals. 2. Where cathodically protected steel lines enter the building. 15060 -8 BE &C ENGINEERS DCA•042045.01:M 10/0/02 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 15060-9 SECTION 15060 GENERAL PIPING REQUIREMENTS 12 OCTOBER 1992 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. O Remove or valve -off from the system gages and other apparatus that may be damaged by the test pressure including: 1. Rotating machinery, such as pumps. 2. Pressure relieving devices, such as rupture discs and pressure relief valves. 3. Pressure regulators where exceeding inlet pressure rating. 4. Locally mounted pressure indicating gages, where the test pressure would exceed their scale range. 5. 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. BE &C SECTION 15060 ENGINEERS RAW MATERIAL STORAGE GENERAL PIPING BUILDING 21 -04 REQUIREMENTS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 6. For vapor or gas piping that is specified to be hydrostatically tested, provide the addtional, temporary support required to support the weight of the test liquid. E. Testing buried piping: 1. Conduct final acceptance tests on buried piping that is to be pressure tested after the trench has been completely backfilled. The contractor may, if field conditions permit, as determined by the Engineer, partially backfill the trench and leave the joints open for inspection and conduct an initial service leak test. The final acceptance test not to be conducted until all backfilling has been completed. 2. Where any section of pipe is provided with concrete reaction blocking, do not make the pressure test until at least five days have elapsed after the concrete thrust blocking is installed. If high -early cement is used for the concrete thrust blocking, the time may be cut to two days. 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. Testing with air or gaseous nitrogen (where specified): 1. Test with clean dry air or clean dry gaseous nitrogen. (Nitrogen is required on gas piping.) 2. Test at pressures specified in the Individual sections. 3. Gradually increase test pressure in the system to not more than one -half of the final test pressure, after which increase the pressure in steps of approximately one -tenth of the test pressure until the required test pressure has been reached. DCA•0•02046.01:M 10/9/92 4. Maintain the pneumatic test pressure continuously for a sufficient length of time to conduct the examination of all joints for leakage, or a minimum of two hours. 5. Examine joints for leakage using soap bubble or equivalent method. 15060 -10 BE &C ENGINEERS DCA.9.02046.01:M 10/9/92 SECTION 15060 RAW MATERIAL STORAGE GENERAL PIPING BUILDING 21 -04 REQUIREMENTS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 J. Test records: 6. If pressure gage shows discernible decrease in pressure over the period of the test, maintain pressure for an additional 4 -hour period. If pressure continues to fall, retest the joints. H. Rectify defects that develop during testing and retest the piping systems until they show no defect or weakness and are tight. 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 welded 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. 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 Signature and date by witness. h. Certification by Contractor and approval by the Construction Manager. 15060-11 BE &C ENGINEERS DCA•0•92045.0l :M 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA-9-92045-TS-01 SECTION 15060 GENERAL PIPING REQUIREMENTS 12 OCTOBER 1992 K. Cleaning and flushing piping: 1. After piping has been tested, blow out or flush lines. a. Thoroughly blow out gas, fuel oil and chemical lines with air until dry. b. 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. L. Cleanup: 1. At completion of work, clean exposed piping thoroughly. END OF SECTION 15060.12 BE&C ENGINEERS PART 1 - GENERAL 1.01 SECTION INCLUDES RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 A Piping for natural gas from existing piping shown on the Drawings, to gas -fired equipment within the building. B. Miscellaneous piping for vents, instrument connections, and temporary services. Make the same as for connecting service if not specified otherwise. C. Services covered under this section: OCA•9•92046.01 ;M 10/9/92 Design Design Pressure Temperature Symbol Service (psi) ( °F) 15069-1 SECTION 15069 FUEL GAS PIPING 12 OCTOBER 1992 G Natural gas 2 0 10 0 1.0 2 RELATED SECTIONS Section 15010 - Basic Mechanical Requirements Section 15060 - General Piping Requirements: Codes, standards, joints, general Installation, cleaning and testing. Section 15070 - Fuel Gas Piping Specialties Section 15140 - Pipe Supports and Anchors; Sleeves 1.0 3 REFERENCED STANDARDS ANSI /ASME Section 9 Welding and Brazing Qualifications NFPA 54 National Fuel Gas Code Uniform Mechanical Code 1.04 SUBMITTALS A Product Data a. Pipe b. Fittings c. Wrench for gas main valve B. Test results BE &C ENGINEERS DCA•0•92046.01:M 10 /a /02 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 15069 -2 SECTION 15069 FUEL GAS PIPING 12 OCTOBER 1992 C. Existing pressure regulator data as follows: Static Used on Inlet Measured Unit Heater Unit Heater Manufacturer Model Serial No. pressure Outlet Press. Label Reamnt, D. Pressure regulator installation instructions. 1.05 DELIVERY, STORAGE AND HANDLING - Section 15010 PART 2 - PRODUCTS 2.01 FUEL GAS A. Pipe material: Black steel, ASTM A 53, Grade B, electric resistance welded. Weight, ends, and dimensions: Conform to ANSI B36.10. Schedule 40, plain ends B. Fittings: 2 inches and smaller: 150 - pounds, ASTM A 47 black malleable iron banded, screwed ends, ANSI B16.3. C. Unions: 2 Inches and smaller: 150 - pounds, ASTM A 47 black malleable iron, brass to iron seat, ANSI B2.1. D. Thread Lubricant: Teflon tape or Crane thread lubricant, or approved. E. Flanges: 2 inches and smaller: 125 - pounds, ASTM A 126 black malleable iron threaded, flat face, ANSI B16.1. F. Gaskets: Ring type for raised face and full face for flat faced flanges. Gaskets factory cut and punched, and 1/16 inch thick asbestos free, compressed nitrile bonded fiber, Richard Klinger, Inc., Klingersil C -4400, or approved. Metal or aluminum "0" rings and spiral wound metal gaskets. Bolting: Carbon steel hex -head machine bolts, ASTM A 307, Grade B with hex nuts, ASTM A 354, Grade BC. H. Valves: Reuse existing where possible. 2 inches and smaller: 125 pounds cast iron body, eccentric plug valve, bronze plug UL listed for gas service. I. Pressure Regulators Reuse existing. Obtain manufacturer's installation instructions. ONIMINIV BE &C RAW MATERIAL STORAGE ENGINEERS BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 2.02 PIPE SUPPORTS AND ANCHORS; SLEEVES: Section 15140 PART 3 - EXECUTION 3.01 GENERAL PIPING REQUIREMENTS A Comply with NFPA 54 and Uniform Mechanical Code. B. Refer to Section 15060. 3.0 2 VALVES A Refer to Section 15110. B. Valves not allowed in air plenums. 3.0 3 PRESSURE REGULATORS A Install in accordance with manufacturer's instructions. B. Pipe regulator vents to outside of building where applicable. C. Verify discharge pressure matches unit heater labeled requirements. Verify correct operation. D. Submit required data. 3.04 PIPE SUPPORTS AND ANCHORS SLEEVES: Section 15140. 3.0 5 SLOPE AND DRAINAGE A Slope horizontal piping a minimum of 1/4 inch in 15 feet upwards to the riser and downwards from riser to the equipment. 3.06 TESTING A Test with clean dry gaseous nitrogen In accordance with Section 15060. 3.07 CLEANING: Section 15060. END OF SECTION DCA.942045.01 :M 10/0/02 15069-3 SECTION 15069 FUEL -GAS PIPING 12 OCTOBER 1992 PART 1 - GENERAL 1.01 SECTION INCLUDES DCA- 9.92046.01:M 10 /O /G2 BE &C RAW MATERIAL STORAGE SECTION 15110 ENGINEERS BUILDING 21 -04 VALVES SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 A Valves for general utility, plumbing, and hydronic services. Where specific services have different requirements, the valves will be specified under those sections. 1. Gate valves 2. Globe or angle valves 3. Ball valves 4. Drain valves 5. Check valves 6. Plug valves 1.0 2 RELATED SECTIONS Section 15069 - Natural Gas Piping: Natural gas valves. Section 15330 - Wet Pipe Sprinkler Systems: Valves for fire protection service 1.0 3 REFERENCED STANDARDS MSS Manufacturers Standardization Society of the Valve and Fitting Industry MSS SP -80 Bronze Gate, Globe, Angle, and Check Valves. 1.04 SUBMITTALS A. Submit product data on valves furnished in accordance with Section 15010. 1.05 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. 15110-1 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 15110 VALVES 12 OCTOBER 1992 2.02 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. Use flanged ends for pipe 2 -1/2 inches and larger. C. Copper pipe: Use solder ends or screwed ends with solder adapters for pipe size 2 inches and smaller. 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 GATE VALVES A For 2 inches and smaller: 1. Conform to MSS SP -80. 2. Steel pipe: 150 -lb bronze body and trim, inside screw, rising stem, solid wedge disc, union bonnet. Powell Figure 2714, Nibco Fig. T -134, or approved. 3. Copper pipe: 125 -lb bronze body and trim, rising stem, inside screw, solid wedge disc, screwed bonnet, solder joint ends. Powell Figure 1821, Nibco Fig. F -111, or approved. B. For 2 -1/2 inches and larger: 1. Steel pipe: 125 -lb iron body, flanged ends, bronze trim, outside screw, rising stem, solid wedge disc, bolted bonnet, renewable seat rings: Powell Figure 1793, Nibco Fig. F- 617 -0, or approved. C. Furnish valves that can be repacked under pressure when fully opened. 2.05 GLOBE OR ANGLE VALVES A For 2 inches and smaller: 1. Conform to MSS SP -80. DCA -9. 92048.01 :M 10/9/92 2. Steel pipe: 150 -lb bronze body and trim, rising stem, renewable composition disc for steam service, union bonnet, threaded ends. Globe: Powell Figure 150, Nibco T- 235 -Y, or approved. Angle: Powell Figure 151, Nibco Fig. T- 335 -Y, or approved. 15110 -2 BE &C RAW MATERIAL STORAGE ENGINEERS BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 B. For 2 -1/2 inches and larger: 1. Steel pipe: 125 -lb iron body, bronze trim, outside screw, rising stem, bolted bonnet, flanged ends, composition disc. Globe: Powell Figure 301, Nibco F- 718 -B, or approved. C. Furnish valves that can be repacked under pressure when fully opened. 2.0 6 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. 2.07 CHECK VALVES A. Check valves to be swing -type unless shown otherwise on the Drawings. B. For 2 inches and smaller: C. For 2 -1/2 inches and larger: 2.0 8 PLUG VALVES A. For 2 inches and smaller: 200 -lb semisteel body, lubricated plug -type, screwed gland, wrench - operated, steel trim, teflon- coated semisteel plug, threaded ends. Powell Figure 2202, or approved. 2.09 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. DCA- 9.92046.01:M 10/9/92 1. Swing check a Steel pipe: 125 -lb bronze body, disc and trim, screwed -in cap, screwed ends. Powell Figure 578, Nibco T- 413 -B, or approved. b. Copper pipe: 125 -lb bronze body, disc and trim, screwed -in cap, solder joint ends. Powell Figure 1825, Nibco S- 413 -W, or approved. 15110 -3 SECTION 15110 VALVES 12 OCTOBER 1992 1. Swing check a Steel pipe: Cast -iron body, bronze disc and trim, bolted cap, flanged ends. Powell Figure 559, Nibco Fig. F- 918 -B, or approved. BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 2.10 VALVE OPERATORS A Provide suitable handwheels for gate, globe,and angle valves. B. Provide 90- degree lever operator for ball and plug valves. 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 gate valves or ball valves for shutoff and isolating service, to isolate equipment, part of systems, or vertical risers. Type of valve is shown on Drawings. C Install globe or angle valves for throttling service and for bypass of control device, meter, or other equipment. Provide drain valves at main shutoff valves and low points of piping and apparatus. QCA4.92045.01:M 10/0 /sat END OF SECTION 15110.4.. SECTION 15110 VALVES 12 OCTOBER 1992 BE &C ENGINEERS 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 RELATED SECTIONS Section 15050 - Basic Materials and Methods: Miscellaneous support steel. Section 15145 - Seismic Bracing & Restraints Section 15330 - Wet Pipe Sprinkler System: Hangers and Supports 1.03 REFERENCED STANDARDS ANSI /ASME B31.1 Power Piping 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 1.04 SUBMITTALS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 15140 PIPE SUPPORTS AND ANCHORS; SLEEVES 12 OCTOBER 1992 A. Submit Shop Drawings and product data in accordance with Section 15010. 1. Indicate hanger and support framing and attachment methods. 2. Indicate seismic restraint locations and details. 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 most 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. C. Hangers for pipe sizes 1/2 to 1 -1/2 inch: Malleable iron or carbon steel, adjustable swivel, split ring, Figure 104. DCA•94204b.01:M 10 /O /02 15140 -1 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 15140 PIPE SUPPORTS AND ANCHORS; SLEEVES 12 OCTOBER 1992 D. Hangers for pipe sizes 2 to 4 inches and cold pipe size 6 inches and over: Carbon steel, adjustable, clevis, Figure 260. E. Hangers for hot pipe sizes 6 inches and over: Adjustable steel yoke, cast -iron roll, Figure 181. F. Multiple or trapeze hangers: Steel channels with welded spacers and hanger rods; cast -iron roll and stand for hot pipe sizes 6 inches and over, Figure 271. G Wall support for pipe sizes to 3 inches: One hole clamp, Figure 126, or formed steel channel with steel pipe strap. H. Wall support for pipe sizes 4 inches and over: Welded steel bracket, Figures 194, 195, 196, and carbon steel adjustable clevis, Figure 260. Adjustable steel yoke and cast -iron roll, Figure 181, for hot pipe sizes 6 inches and over. I. Vertical support: Steel riser clamp, Figure 261. J. Floor support for pipe sizes to 4 inches and all cold pipe sizes: Cast -Iron adjustable pipe saddle, Figure 264, locknut nipple, floor flange, and concrete pier or steel support. K. Copper pipe support: Carbon steel ring, adjustable, copper plated, Figure CT -269. L. Copper pipe riser support: Carbon steel riser clamp, copper plated, Figure CT -121. M. 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. N. Shield for insulated piping 2 -1/2 inches and larger: Fabricated protective saddles, same depth as insulation, Figures 160, 161, 162, 163, 164, 165. Q Shields for insulated cold water piping 2 -1/2 inches and larger: Hard block nonconducting saddles In 90- degree segments, 12 inches minimum length, block thickness same as insulation thickness. 2.02 HANGER RODS A Steel hanger rods: Threaded both ends, threaded one end, or continuous threaded. 2.03 BEAM ATTACHMENTS A Make attachments to structural members with steel and malleable iron manufactured beam attachments. Loads imposed on attachments are not to exceed the maximum recommended by the manufacturer. DCA•9•92045.01 :M 10/0/02 15140.2 BE&C SECTION 15140 ENGINEERS RAW MATERIAL STORAGE PIPE SUPPORTS AND BUILDING 21 -04 ANCHORS; SLEEVES SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 2.04 FORMED STEEL CHANNELS, STEEL FRAMING A. See Section 15050 - Basic Materials and Methods. 2.0 5 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. C. Fire - stopping: See Section 07270. 2.06 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. 2.07 HANGERS AND SUPPORTS FOR SPECIALTY ITEMS A. Provide hangers and supports same as specified for piping for specialty items requiring support separate from the piping system. PART 3 - EXECUTION 3.01 INSERTS A Where Inserts are omitted, drill through concrete slab from below and provide through -bolt with recessed square steel plate and nut recessed into and grouted flush with slab. 3.02 PIPE HANGERS AND SUPPORTS A. Support Spacing 1. Support horizontal piping as follows: CCA•9•92045.01:M 10/9/92 PIPE SIZE 1/2 -inch STEEL PIPE COPPER PIPE MAX. HANGER MAX HANGER HANGER ROD SPACING SPACING DIAMETER 6 feet 15140-3 5 feet 3/8 -Inch BE &C SECTION 15140 ENGINEERS RAW MATERIAL STORAGE PIPE SUPPORTS AND BUILDING 21 -04 ANCHORS; SLEEVES SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 DCA•0•02046.01:M 10/9/92 (Cont'd) PIPE SIZE 3/4- to 1-1/4-inch 7 feet 1 -1/2 -inch 2 -inch 2 -1/2 -inch 3 -inch 4 -inch 5 -inch 6 -inch 8 -inch 10 -Inch STEEL PIPE COPPER PIPE MAX. HANGER MAX. HANGER HANGER ROD SPACING SPACING DIAMETER 9 feet 10 feet 11 feet 12 feet 14 feet 16 feet 17 feet 19 feet 22 feet 2. Increased spans may be used for vapor service in accordance with MSS SP -69 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. D. Where several pipes can be installed in parallel and at same elevation, provide multiple or trapeze hangers. Support riser piping independently of connected horizontal piping. 3.03 SEISMIC RESTRAINTS A Provide where shown on Drawings to restrict lateral movement of pipe. B. If piping is routed in a manner different from design drawings, provide seismic restraints as follows: 1. Design to withstand force in tension or compression equal to one -half the weight of water - filled piping. Base weight on one -half the distance to adjacent supports on either side of restraint point. 15140 - 4 6 feet 8 feet 8 feet 9 feet 10 feet 12 feet 13 feet 14 feet 3/8 -inch 3/8 -inch 3/8 -inch 1/2 -Inch 1/2 -inch 5/8 -inch 5/8 -inch 3/4 -inch 7/8 -inch 7/8 -inch BE &C ENGINEERS 3.05 SLEEVES QCA•9•92045.01:M 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 Install escutcheons at finished surfaces. END OF SECTION 15140 - 5 SECTION 15140 PIPE SUPPORTS AND ANCHORS; SLEEVES 12 OCTOBER 1992 2. Unless otherwise shown or specified, do not provide for piping 3 -Inch nominal diameter and smaller. 3. Provide for straight runs 100 feet or more in length. Locate within 50 feet of changes of direction and no more than 50 feet apart. 4. Attach restraint directly to the pipe or to a supporting element that clamps directly to the pipe. 3.04 FLASHING A Provide flexible flashing and metal counterfiashing where piping and ductwork penetrate weatherproofed or waterproofed walls, floors, and roofs. 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. Where ductwork penetrates a fire -rated floor, ceiling, or wall, close off space between duct and adjacent work with fire- stopping insulation and caulk seal air tight. Provide close - fitting metal collar or escutcheon covers at both sides of penetration. BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Seismic bracing for piping systems. B. Equipment earthquake restraints. 1.0 2 RELATED SECTIONS 1.03 REFERENCED STANDARDS SECTION 15145 SEISMIC BRACING AND RESTRAINTS 12 OCTOBER 1992 Coordinate related work specified in other parts of the Contract Documents, including but not limited to all sections in this document referring to piping and other mechanical equipment. ASPE American society of Plumbing Engineers ATC Applied Technology Council "Tentative Provisions for the Development of Seismic Regulations for Buildings: NAVFAC Department of the Navy "Seismic Design for Buildings" Ch. 113 PPIC Plumbing and Piping industry Council SMACNA Guidelines for Seismic Restraints of Mechanical Systems UBC Uniform Building Code 1.04 SUBMITTALS A. Submit Shop Drawings and product data in accordance with Section 15010. 1. Indicate type of brace framing and attachment methods. 2. If piping is routed different from design drawings, design bracing to withstand force In tension or compression equal to one -half the weight of water- fiiied piping. Base weight on one -half the distance to adjacent supports on either side of restraint point. PART 2 - PRODUCTS 2.01 BRACING, RESTRAINTS AND ATTACHMENTS A Bracing and restraints: Schedule 40, ASTM A53 pipe or steel channels and steel framing as specified in Section 15050 - Basic Materials and Methods. 3. Seismic beam attachments. B. Beam attachments: As specified on Drawings, or as approved. 0CA•9•92045.01:M 10/9/92 BE &C SECTION 15145 ENGINEERS RAW MATERIAL STORAGE SEISMIC BRACING BUILDING 21 -04 AND RESTRAINTS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 PART 3 - EXECUTION 3.01 SEISMIC REQUIREMENTS A. Piping: 1. Provide seismic bracing for fuel gas piping sizes 3/4 inch and larger; brace transversely at 20 feet oc maximum and 40 feet oc longitudinally maximum. OCA•Q.Q2045.01:M 0 2. Provide flexible joints where pipes pass through building seismic or expansion Joints, or where rigidly supported pipes connect to equipment with vibration isolators. 3. At vertical pipe risers, wherever possible, support the weight of the riser at a point or points above the center of gravity of the riser. Provide lateral guides at the top and bottom of the riser, and at intermediate points not to exceed 30 feet oc. 4. Fire protection systems are to follow the standards set forth in NFPA 13. B. Equipment: Install hanger rods, bracing member and brackets to withstand 0.5g lateral and vertical loads on suspended equipment hung without vibration Isolation. 3.0 2 I NSTALLATION A. Piping: 1. Transverse bracing for one pipe section may also act as longitudinal bracing for the pipe section connected perpendicular to it, if the bracing is installed within 24 inches of the elbow or tee and similar size. 2. Do not use branch lines to brace main lines. 3. Provide large enough pipe sleeves through walls or floors to allow for anticipated differential movements. 4. Do not fasten one rigid piping system to two dissimilar parts of a building that may respond in a different mode during an earthquake; for example, a wall and a roof. (Rigid and rigidly attached piping systems are assumed rigid if the maximum period of vibration is 0.05 second.) 5. Install piping that does not require seismic bracing a minimum 6 inches from existing ceiling hanger and brace wires. DCA•0.92045.01:M 10/9/92 NOTE; SIZE & STRENGTH IS DEPENDANT UPON SEISMIC FORCES CALCULATED WITH PIPE OR EQUIPMENT BEING SUPPORTED. i ii I I I I G ( "c*:(,4P}' ~ 'f IMO CM CM AIRCRAFT CABLE (SEE NOTE) TRU TUR CABLE ATTACHMENT CL IP WIRE ROPE `- ANCHOR THIMBLE BOLTS (SEE NOTE) U -BOLTS / CROSBY CLIPS STRUCTURE CABLE ATTACHMENT 40 CM Inn oge HANGER ROD WIRE ROPE THIMBLE WIRE ATTACHMENT CLIP EQUIPMENT EQUIPMENT CABLE ATTACHMENT BE&C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 15145 SEISMIC BRACING AND RESTRAINTS 12 OCTOBER 1992 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SAME, AS OPPOSITE SID 00A4.92045.01:M':... ,.:, ' .' ' 1 1019192 PIPE BRACING DETAIL SYM. ABOUT fi SECTION 15145 SEISMIC BRACING AND RESTRAINTS 12 OCTOBER 1992 BE &C ENGINEERS DCA•0•02046.01 :M 10/0/02 III UPWARD LIMIT STOP ROD BRACING AS REQUIRE • MASON TYPE CX CABLE BRACKET U -BOLT CABLE CLAMPS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 (2) CABLE ASSEMBLIES REQUIRED PER LOCATION CABLE RESTRAINT DETAIL EXTRA LENGTH CLEVIS BOLT WITH PIPE SLEEVE --D MAXIMUM RESTAINT SPACING CABLE LAYOUT FOR'PIPING SPECIFICATION SC END OF SECTION SECTION 15145 SEISMIC BRACING AND RESTRAINTS 12 OCTOBER 1992 ±1-• - I b BE&C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 15190 MECHANICAL IDENTIFICATION 12 OCTOBER 1992 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Piping B. Valves C. Mechanical equipment 1.0 2 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. Brady Company, Safety Sign Company, Seton Name Plate Corp., or approved. 2.0 2 MATERIALS A. Color: Unless specified otherwise, conform with ANSI /ASME A13.1. B. Plastic nameplates: Laminated three -layer plastic with engraved white letters on black background. O Plastic tags: Laminated three -layer plastic with engraved white letters on black background. Tag size minimum 1 -1/2 Inch square. D. Metal tags: Brass with stamped letters; tag size minimum 1 -1/2 Inch diameter with smooth edges. E. Stencils: With clean -cut symbols and letters of following size: Outside diameter of Length Size of Insulation or pipe color field letters Lin inches) (in inches) in inches) 3/4 to 1-1/4 8 1 / 2 1 -1/2 to 2 8 3/4 2-1/2 to 6 1 2 1 -1 / 4 8 to 10 24 2 -1/2 Over 10 32 3 -1/2 Equipment 2 -1 / 2 DCA•9•92045.01:M 10/9/92 15190 -1 BE &C ENGINEERS 2.03 PIPE IDENTIFICATION MARKERS 0CA•9•92046.011A 10/0/02 L SERVICE, RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 15190 -2 SECTION 15190 MECHANICAL IDENTIFICATION 12 OCTOBER 1992 G Natural Gas Natural Gas Yellow S Fire Protection Sprinkler Sprinkler -Fire Red F. Stencil paint: In accordance with Section 09900, semigloss enamel. 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. H. Plastic tape pipe markers: Flexible, vinyl film tape with pressure - sensitive adhesive backing and printed markings. A. Provide markers sized same as for stencils with white letters, and in accordance with the following: MARKER BACKGROUND MARKER WORDJN =CB PART 3 - EXECUTION 3.01 PREPARATION A. Degrease and clean surfaces to receive adhesive for Identification materials. B. Prepare surfaces in accordance with Section 09900 for stencil painting. 3.02 INSTALLATION A. Locate identification markers to be visible from floor elevation or platforms. B. Plastic nameplates: Install with corrosion- resistant mechanical fasteners, or adhesive. O Plastic or metal tags: Install with corrosion - resistant chain. D. Stencil painting: Apply in accordance with Section 09900. E. Plastic pipe markers: Install in accordance with manufacturer's instructions. F. Plastic tape pipe markers: Install completely around pipe in accordance with manufacturer's Instructions. c BE&C ENGINEERS 3.03 IDENTIFICATION REQUIREMENTS A Equipment: identify unit heaters with metal tags. Label equipment same as identified on the Drawings including identification numbers, make and model numbers. B . Valves: Identify valves with mark number used on the Drawings. Valves without a mark number do not require identification. Use metal or plastic tags. C. Piping: Identify piping, concealed or exposed, with plastic pipe markers, plastic tape pipe markers, or stenciled painting. Use tags on small diameter piping. 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. DCA•11•92046.01:M 10/0/22 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 END OF SECTION 151.90 -3 SECTION 15190 MECHANICAL IDENTIFICATION 12 OCTOBER 1992 BE &C ENGINEERS PART 1 GENERAL 1.01 SECTION INCLUDES A. Provide engineering, labor, materials, equipment and services for the design, installation, and test of an automatic, supervised, wet -pipe sprinkler fire protection system. . 1.02 RELATED SECTIONS 1.03 REFERENCED STANDARDS A. Factory Mutual Engineering Association: FM FM Approval Guide - Latest Edition Factory Mutual Loss Prevention Data Sheets: 2 - 8 Earthquake Protection for Sprinkler Systems 2-8 N Installation of Sprinkler Systems B. Industrial Risk Insurers: IRI— IM.12 Water Based Extinguishing Systems C. National Fire Protection Association: NFPA— D. Underwriters Laboratory: UL— UL Fire Protection Equipment Directory - Latest Edition. 00A•9•92040.01:M 10/0/02 Section 02665 - Section 07270 - Section 15010 - Section 15190 - Section 15375 - NFPA 13 NFPA 24 NFPA 2310 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 Fire Water Distribution Firestopping Basic Mechanical Requirements Mechanical Identification Wet Standpipe System 15330 -1 SECTION 15330 WET -PIPE SPRINKLER SYSTEM 12 OCTOBER 1992 Standards for Installation of Sprinkler Systems - 1991 Edition Installation of Private Fire Service Mains and Appurtenances Standard for Rack Storage of Materials BE &C ENGINEERS SECTION 15330 RAW MATERIAL STORAGE WET -PIPE SPRINKLER BUILDING 21 -04 SYSTEM SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 1.04 SYSTEM DESCRIPTION A. Provide three (3) wet pipe sprinkler systems to protect new storage racks per NFPA #231 -C, Boeing Fire Protection, F.M. and I.R.I. requirements. B. Provide two (2) levels racks sprinklers hydraulically calculated at 30 psi end head pressure. C. Existing roof sprinklers to be hydraulically calculated to verify .32/3000 S.F. D. New rack systems to be hydraulically balanced with the roof systems at point of connection. E. Existing sprinkler piping demolition as noted on Contract Drawings. 1.05 SUBMITTALS A. Shop Drawings: Submit 10 copies of layout Drawings of complete sprinkler system. Indicate relationship of other items, walls, including lighting fixtures, beams, draft curtains, ducts, smoke vents, equipment such as heating, ventilation , and air conditioning units, and other required items. Comply with applicable reference codes, standards and regulations. Show deviations from Contract Drawings necessary to comply with applicable codes and regulations. 1. Scale of plans: 1/8 inch - 1 foot (or larger). 2. Use 24 x 36 -inch (D Size) drawing forms with the Boeing Facilities Department standard border. 2. Show all piping and sprinklers; no "typical" representations permitted. 3. Include complete system details and sections to define and clarify the design. Furnish material list describing proposed materials by manufacturers' names and catalog numbers. Show support locations and seismic bracing. 4. Submit 10 copies of Drawings, equipment product data sheets, hydraulic calculations, etc. for review by Boeing Fire Protection Engineering and subsequent review by insurance underwriters, Factory Mutual and Industrial Risk insurers. B. Product data: Submit for all fire protection systems, materials, equipment, valves, piping specialties, controls, sprinkler heads and support specialties, etc. C. Submit project record documents. Submit reproducible, erasable, double -matte mylars. Mylars same size as Contract Drawings (blank sheets will be furnished by the Construction Manager upon request). If Drawings are computer- generated on a system compatible with Owner's, provide a tape or disc of the Record Drawings in addition to the mylars. Coordinate with the Construction Manager. DCA•9•92045.01:M 10/0/02 15330 -2 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 15330 WET -PIPE SPRINKLER SYSTEM 12 OCTOBER 1992 D. Contractors Material and Test Certificate: In accordance with NFPA 13, Chapter 8. 1.0 6 QUALITY ASSURANCE A Installer qualification: Specialist firm is required to design and install sprinkler system under a valid state sprinkler contractor's license. Engineer reserves the right to reject proposed installer if unable to show evidence of qualifications. B. Comply with sprinkler installation standards cited in NFPA Pamphlet No. 13, reference codes, standards and regulations. C. Approvals: System will require approval by Factory Mutual Engineering Division, Industrial Risk Insurers and Boeing Fire Protection Engineering. Obtain approval from listed organizations on submittals through Construction Manager. (Boeing Fire Protection Engineering will submit drawings, etc., to the underwriters for their review and approval). Do not fabricate piping or commence work on the fire protection system until approvals are obtained. 1.07 DELIVERY, STORAGE, AND HANDLING: Section 15010 PART 2 - PRODUCTS 2.01 MATERIALS A System components UL listed and FM approved. 2.02 PIPE, FITTINGS, AND VALVES (above ground) A Pipe: Schedule 40 black steel, ASTM A 53 or A795 welded or seamless, or ASTM A 135 electric resistance welded, with cut- or roll- grooved ends for couplings. Victaulic, or approved. (Light weight black steel, ASTM A 795 welded or seamless, with roll - grooved ends only. Use only for 3 -inch and larger size. Do not use for risers.) B. Fittings: 2 -1/2 inch and smaller: Class 125 cast -iron, threaded, ANSI B16.4. 3 inch thru 10- inch: Roll- groove or cut - groove fittings, full flow, malleable Iron, ASTM A 47 or ductile iron, ASTM A536. DCA•9.92045.01:M 10/0/92 15330 -3 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 C. Couplings: Flexible type: Malleable iron, ASTM A 47, or ductile iron, ASTM A536 housing clamps. Victaulic Style 77 or 75, or approved. Rigid type: Malleable iron, ASTM A 47, or ductile iron, ASTM A 536 housing clamps. Victaulic Style 07 or 005, or approved. D. Couplings Gaskets: Victaulic Grade E of EPDM material ASTM 2000, 230 °F, or approved. E. Joints: Couplings for grooved pipe ends. Threaded at threaded valves, flanged to flanged equipment and valves. F. Thread Lubricant: Teflon tape or pipe dope. G Coupling Bolting: Victaulic carbon steel track -head machine bolts and hex nuts, ASTM A 183, or approved. H. Valves: 175 psi nonshock cold -water service. Threaded to 2 inches, flanged 2 -1/2 inches and larger. I. Manufacturers 1. Pipe: Bethlehem Steel Co., Republic Steel Co., U.S. Steel Co., or approved. 2. Fittings: 2 -1/2 inches and smaller - Crane Co., ITT Grinnell Co., Stockham Valves and Fittings, or approved. 3 inches and larger- Victaulic, or approved. 3. Flanges: Victaulic, or approved. 4. Coupling gaskets: Victaulic, or approved. 5. Valves: Victaulic, Crane Co. Stockham, Powell, or approved. 2.03 PIPE SUPPORTS A. Metal pipe supports, sway braces, hangers, clamps, and other pipe- support accessories in accordance with NFPA 13. 2.04 SPRINKLER HEADS A. Rack sprinklers to be 165 degree 1/2 -inch orifice intermediate level sprinklers. OCA•9•92045.01:M 10/0/92 15330 -4 SECTION 15330 WET -PIPE SPRINKLER SYSTEM 12 OCTOBER 1992 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 B. Where overhead sprinklers are modified, use upright type, bronze heads rated at 286 °F unless otherwise noted, or required by NFPA 13. C. Wire guards to be provided for all in -rack sprinklers. D. Provide diagrammatic sprinkler head symbol sticker at location of each in -rack sprinkler. 2.05 ALARM CHECK VALVE A Install an alarm check valve in the riser. SECTION 15330 WET -PIPE SPRINKLER SYSTEM 12 OCTOBER 1992 B. Provide standard trim with water motor gong, retard chamber, gages, and valve alarm test trim. C. Pipe main 2 -inch drain outside building. Funnel drains not acceptable. Design discharge to prevent damage to landscaping or flooding of building access. 2.06 ALARM MONITORING SYSTEM A Provide taps on riser, above alarm check valve, for addition of excess pressure pump furnished and installed by ADT. B. Provide N.R.S. gate valves and wall post indicators at each new rack system riser. C. Provide tamper switch(s) on system control valves. D. Final ADT monitoring connection to excess pressure pump(s) and tamper switches to be provided by Owner. PART 3 - INSTALLATION 3.01 PIPE SUPPORTS AND ANCHORS; SLEEVES: Section 15140 and NFPA 13 3.02 EXAMINATION A Verify installation conditions satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. B. Verify rack system pipe sizes before installation. 3.03 INSTALLATION A. Install the work in accordance NFPA 13, Contract Documents, accepted Shop Drawings, and_manufacturer's instructions. 1. Sleeves: Provide where pipes pass through walls, floors, and ceilings. DCA4.02046.01:M 1 5330 -5 10 /9192 BE&C SECTION 15330 ENGINEERS RAW MATERIAL STORAGE WET-PIPE SPRINKLER BUILDING 21 -04 SYSTEM SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 2. Flexible connections: Provide flexible connections at locations recommended or required by NFPA 13. 3. Earthquake protection: Provide earthquake sway bracing and other precautions in accordance with NFPA 13, and FM Loss Prevention Data Sheet 2 -8. 4. Sprinkler heads: Install sprinkler heads in accordance with NFPA 13 and the Contract Drawings. Provide head guards in mechanical rooms or other areas where heads are subject to damage. 5. Ensure sprinkler piping penetrations of the fire walls or floor are sealed tightly with , see Section 07270. Fire rated walls, ceilings, and floors are identified on the Architectural Drawings. 6. Do not cover or enclose work until it has been inspected and approved by Boeing Fire Protection Engineering. Uncover work covered or enclosed before inspection and approval. After it has been inspected and approved, make repairs and replacements at no additional cost. (Notify Boeing Fire Protection Engineering 7 days prior to inspection). 7. 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. 8. Allow sufficient clearance for access to valves, equipment, and walkways. 9. Do not cut any structural member unless shown on the Drawings or approved by the Construction Manager. 10. Install pipe without springing or forcing. 11. Unless otherwise detailed, allow 6 -inch minimum clearance between pipe and nearest construction, piping, conduit, or equipment. 12. Inspector test valve: Provide at the highest hydraulically most remote part of the system in relation to the riser assembly. Locate conveniently accessible 5 feet above the floor. Discharge water from valves outside building at a safe location which will not damage landscaping or building. B. Identification: Section 15190 and the following requirements specific to wet pipe sprinkler systems: 1. Identify piping in accordance with ANSI A13.1 and ANSI Z53.1. 2. Identify risers, valves, system trim, etc. with tags as to function. 3. Identify risers by valve number. 4. Coordinate system numbering with the Boeing Fire Department. DCA- 9.92045.01:M 1019/92 15330 -6 BE &C SECTION 15330 ENGINEERS RAW MATERIAL STORAGE WET -RIPE SPRINKLER BUILDING 21 -04 SYSTEM SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 3.04 FIELD QUALITY CONTROL A Perform acceptance tests according to NFPA 13 Chapter 8 and additional requirements of the Authority Having Jurisdiction. 1. Flush piping: NFPA Chapter 8 -2.1. 2. Hydrostatic: NFPA Chapter 8 -2.2. B. Notifications: 1. Authority Having Jurisdiction: According to permit requirements. 2. Owner: Notify Construction Manager 8 calendar days in advance of proposed acceptance tests. 3. Construction Manager will notify Boeing Fire Department 7 calendar days prior to test. 4. Notify Boeing Fire Protection Engineering 7 calendar days prior to final sprinkler system acceptance. C. Attendance /witness to tests/ final walk- through: 1. Authority having jurisdiction: According to permit requirements. 2. Owner: a Construction Manager. b. Boeing Fire Department. c. Boeing Fire Protection Engineering. D. Certification: DCA.0•02045.01 :M 1019192 1 . Fill out Contractor's Material and Test Certificate as outlined in NFPA 13 and submit 3 copies to Boeing Fire Protection Engineering through Construction Manager. 2. Submit a signed and dated Contractor's Material and Test Certificate covering materials and tests, as stipulated in NFPA 13. END OF SECTION 15330 -7 BE &C ENGINEERS SECTION 15375 RAW MATERIAL STORAGE WET STANDPIPE BUILDING 21 -04 SYSTEM SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 PART 1 GENERAL 1.01 SECTION INCLUDES A Provide engineering, labor, materials, equipment and services for the design, installation, and test of a wet standpipe fire protection system independent of building sprinkler systems. 1.02 RELATED SECTIONS Section 02665 - Fire Water Distribution Section 07270 - Firestopping Section 10525 - Fire Hose Cabinets Section 15010 - Basic Mechanical Requirements Section 15190 - Mechanical Identification Section 15330 - Wet -Pipe Sprinkler System 1.03 REFERENCED STANDARDS A National Fire Protection Association: NFPA — NFPA 14 Standards for Installation of Standpipe and Hose Systems - 1990 Edition NFPA 24 installation of Private Fire Service Mains and Appurtenances B. Factory Mutual engineering Association: FM— FM Approval Guide - Latest Edition Factory Mutual Loss Prevention Data Sheets: 4 - 4 Standpipe and Hose C. Underwriters Laboratory: UL— UL Fire Protection Equipment Directory - Latest Edition 1.04 SYSTEM DESCRIPTION A. Wet standpipe system designed in accordance with NFPA 14, for Class II service. 1. Independent of ceiling sprinkler system with independent shut -off post indicating valve. 2. Relocate two (2) fire hose racks. Add five (5) fire hose racks as indicated on Contract Drawings. DCA•0•02046.01:M 10/0/02 15375-1 BE &C ENGINEERS DCA•9•920415•01:M 10/9/92 SECTION 15375 RAW MATERIAL STORAGE WET STANDPIPE BUILDING 21 -04 SYSTEM SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 IMP 1.05 SUBMITTALS A Shop Drawings: Submit 10 copies of layout Drawings of complete standpipe system. Indicate relationship of beams, draft curtains, ducts, smoke vents, equipment, air conditioning units, and other required items. Show deviations from Contract Drawings necessary to comply with applicable codes and regulations. 1. Scale of plans: 1/8 inch = 1 foot (or larger). 2. Use 24 x 36 -inch (0 size) drawing forms with the Boeing Facilities Department standard border provided by Construction Manager upon request. 3. Show all piping; no "typical" representations permitted. 4. Include complete system details and sections to define and clarify the design. Furnish material list describing proposed materials by manufacturers' names and catalog numbers. Show support locations and seismic bracing. 5. Submit 10 copies of drawings, equipment product data sheets, hydraulic calculations, etc. for review by Boeing Fire Protection Engineering and subsequent review by insurance underwriters, Factory Mutual and Industrial Risk Insurers. B. Product data: Submit for all fire protection systems, materials, equipment, valves, piping specialties, controls, support specialties, etc. C. Submit project documents. Submit reproducible, erasable, double -matte mylars. Mylars same size as Contract Drawings (blank sheets will be furnished by the Construction Manager upon request). If Drawings are computer- generated on a system compatible with Owner's, provide a tape or floppy disc of Record Drawings in addition to the mylar Drawings. Coordinate with Construction Manager. D. Certificate: Submit proof of valid sprinkler contractor's license. 1.06 QUALITY ASSURANCE A Installer qualification: Specialist firm is required to design and install standpipe system under a valid state sprinkler contractor's license. Engineer reserves the right to reject proposed installer if unable to show evidence of qualifications. B. Comply with standpipe installation standards cited in NFPA Pamphlet No. 14, and other applicable codes, standards and regulations. C. Approvals: System will require approval by Factory Mutual Engineering Division, Industrial Risk Insurers and Boeing Fire Protection Engineering. Obtain approval from listed organizations on submittals through Construction Manager. (Boeing Fire Protection Engineering will submit drawings, etc. to the underwriters for their review and approval). Do not fabricate piping or commence work on the fire protection system until approvals are obtained. 15375.2 BE &C ENGINEERS 1.07 DELIVERY, STORAGE, AND HANDLING: Section 15010 PART 2 - PRODUCTS 2.01 A 2.02 A MATERIALS System components: UL listed and FM approved. PIPE, FITTINGS, AND VALVES (above ground) Pipe: B. Fittings: 2 -1/2" and smaller: 3 thru 10 inch: C. Couplings Flexible type: D. E F. G H. DCA•0.02045.01:M 10/9/92 Rigid type: Couplings gaskets: Joints: Thread lubricant: Coupling bolting: Valves (except valve) RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 15375 WET STANDPIPE SYSTEM 12 OCTOBER 1992 Schedule 40 black steel, ASTM A 53 or A795 welded and seamless, or ASTM A 135 electric resistance welded, with cut- or roll- grooved ends for couplings. Victaulic, or approved. [Light weight (as defined in NFPA 14, paragraph 7 -3.2) black steel, ASTM A795 or ASTM A 53, welded or seamless, with roll - grooved ends only. Use only for 3 inch and larger size. Do not use for risers.] Class 150 malleable iron, threaded, ANSI B16.3. Roll- or cut - grooved fittings, full flow, malleable iron, ASTM A47 or ductile iron, ASTM A536. Victaulic, or approved. Malleable iron, ASTM A47, or ductile iron, ASTM A536 housing clamps. Victaulic Style 77 or 75, or approved. Malleable Iron, ASTM A47, or ductile iron, ASTM A536 housing clamps. Victaulic Style 07 or 005, or approved. Victaulic Grade E of EPDM material ASTM 2000, 230 °F, or approved. Couplings for grooved pipe ends. Threaded at threaded valves, flanged to flanged equipment and valves. Teflon tape or pipe dope. Victaulic carbon steel track -head machine bolts and hex nuts, ASTM A 183, or approved. 175 psi nonshock cold -water service. Threaded to hose 2 inches, flanged 2 -1/2 inches and larger. 15375 -3 BE &C ENGINEERS D0A•9•92045.01:M 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 15375-4 SECTION 15375 WET STANDPIPE SYSTEM 12 OCTOBER 1992 I. Hose valves: 175 psi nonshock cold water service. Threaded 1 -1/2 inches with cap and chain. J. Manufacturers 2. Fittings: 2 -1/2 inches and smaller - Crane Co., ITT Grinnell Co., Stockham Valves and Fittings, or approved. 3 inches and larger - Victaulic, or approved. 3. Flanges: Victaulic, or approved. 4. Coupling gaskets: Victaulic, or approved. 5. Valves: Victaulic, Crane Co., Stockham, Powell, or approved. 2.03 PIPE SUPPORTS A. Metal pipe supports, sway braces, hangers, clamps, and other pipe- support accessories in accordance with NFPA 14. 2.04 FIRE HOSE 2.05 NOZZLES 1. Pipe: [Bethlehem Steel Co.,] [Republic Steel Co.,] [U.S. Steel Co.] [or approved.] A Provide 1 -1/2 inch size x 100 feet long fire hoses installed in a lay down folded position in each cabinet supplied under Section 10525. B. Manufacturer: Angus "Red Chief". A. Adjustable from narrow fog (30 °) to full fog (90 °), brass, approved for Class A, B and C fires. B. Manufacturer: Badger- Powhatan, Elkhart Brass, Potte - Roemer. 2.06 PRESSURE RESTRICTING DEVICES A Where the flowing pressure at any hose valve exceeds 100 psig, install an approved device at the hose valve outlet to reduce the pressure below 100 psig with required flow at the outlet. BE &C SECTION 15375 ENGINEERS RAW MATERIAL STORAGE WET STANDPIPE BUILDING 21 -04 SYSTEM SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 PART 3 - INSTALLATION 3.01 PIPE SUPPORTS AND ANCHORS; SLEEVES: NFPA 14 3.02 EXAMINATION A. Verify installation conditions satisfactory to receive work of this section. Do not install until unsatisfactory conditions are corrected. 3.03 INSTALLATION A. Install the work in accordance NFPA 14, Drawings, and manufacturer's instructions. 1. Sleeves: Provide where pipes pass through walls, floors, and ceilings. OCA.9.92045.01;M 10 /o /D2 2. Flexible connections: Provide flexible connections at locations recommended or required by NFPA 13. 3. Earthquake protection: Provide earthquake sway bracing and other precautions in accordance with NFPA 13. 4. Ensure piping penetrations of the fire walls or floor are sealed tightly with firestopping (see Section 07270). Fire rated walls, ceilings, and floors are identified on the Architectural Drawings. 3.04 FIELD QUAUTY CONTROL A. Perform acceptance tests according to NFPA 14 Chapter 8 -1 and additional requirements of the Authority Having Jurisdiction. 1. Tests and Inspection: NFPA 14 Chapter 8. B. Notifications: 1. Authority Having Jurisdiction: According to permit requirements. 2. Owner: Notify Construction Manager 8 calendar days in advance of proposed Acceptance Tests. 3. Construction Manager will notify Boeing Fire Department 7 calendar days prior to test. 4. Notify Boeing Fire Protection Engineering 7 calendar days prior to final wet standpipe system acceptance. Attendance /witness to tests /final walk - through: 1. Authority Having Jurisdiction: According to permit requirements. 15375-5 BE&C ENGINEERS 2. Owner: a Construction Manager. b. Boeing Fire Department. c. Boeing Fire Protection Engineering. . Certification: 1. Fill out Contractor's Material and Test Certificate as outlined in NFPA 13 and submit 3 copies to Boeing Fire Protection Engineering through Construction Manager. 2. Submit a signed and dated Contractor's Material and Test Certificate covering materials and tests, as stipulated in NFPA 13. END OF SECTION DCA •9•92044.01:M 1019192 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 15375 WET STANDPIPE SYSTEM 12 OCTOBER 1992 =CA4- 92046.01:M 10/9/92 BE &C RAW MATERIAL STORAGE SECTION 15835 ENGINEERS BUILDING 21 -04 TERMINAL HEATING UNITS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 PART 1 - GENERAL 1.01 SECTION INCLUDES A. Gas -fired unit heaters 1.02 RELATED SECTIONS Section 15050 - Basic Material and Methods: For electric motors and support steel. Section 15145 - Seismic Bracing and Restraint 1.03 REFERENCED STANDARDS A GA American Gas Association NFPA 70 National Electrical Code UL Underwriters Laboratories 1.04 QUALITY ASSURANCE A. Provide components by same manufacturer throughout for each product specified. 1.05 SUBMITTALS A. Manufacturer's installation instructions for- 1 . Unit heaters 2. Type B vents 3. Flue damper 1.06 REGULATORY REQUIREMENTS A. Conform to applicable ANSI /NFPA 70 code for internal wiring of factory wired equipment. 1.07 DELIVERY, STORAGE, AND HANDLING - Section 15010 PART 2 - PRODUCTS 2.01 GAS -FIRED UNIT HEATERS A. General: Reuse existing equipment. B. Controls: Reuse existing. Repair components if required, shall match existing. 15835.1 BE &C ENGINEERS DCA•9•92045.01:M 10/nro2 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 C. Type B vents: Reuse existing where possible except as noted on Drawings. New vent components shall match existing manufacturer and type of vent. D. Flue damper (One only): Reuse existing. PART 3 - EXECUTION 3.01 INSTALLATION A. General: Install units level, oriented as shown on the Drawings, and in accordance with manufacturer's instructions. B. Unit heaters: Hang unit heaters on supports as shown on the Drawings. Connect to support connections furnished on the heater. Level and align. Install piping, wiring, Type B vents, damper, and controls as shown on the Drawings and in accordance with manufacturer's written instructions. C. Seismically brace units as specified in Section 15145. 3.02 STARTUP AND TEST A Operate units and controls to verify proper performance. B. Verify proper operation of gas pilot and safety shutdown devices of each unit heater. C. Repair and retest unit heaters If control system malfunctions. 3.03 CLEANING A Clean casings to new condition. Vacuum coils. END OF SECTION SECTION 15835 TERMINAL HEATING UNITS 12 OCTOBER 1992 BE &C ENGINEERS PART 1 GENERAL 1.01 SECTION INCLUDES SECTION 16010 RAW MATERIAL STORAGE BASIC _ELECTRICAL BUILDING 21 -04 REQUIREMENTS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 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/IEEE 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. DCA•9.92045.01 :E 10/9/02 16010 -1 BE &C ENGINEERS E. "CO" means conduit only or empty conduit with nylon pull cord. F. "CKT" means circuit. G "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. 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. C. 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. D. Manufacturers and materials listings: Submit complete listings. E. 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. F. Installer's documented experience: Submit qualifications and list five comparable installations, if requested by Construction Manager. O Submit project record documents as specified in Section 01720. Incorporate details prepared for Shop Drawings. H. Submit operating and maintenance data as specified in Section 01730. i . 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. ACA- 0.02046.O1:E 10/0/02 SECTION 16010 RAW MATERIAL STORAGE BASIC. ELECTRICAL BUILDING 21 -04 REQUIREMENTS SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 16010 -2 i BE &C SECTION 16010 ENGINEERS RAW MATERIAL STORAGE BASIC_ ELECTRICAL BUILDING 21 -04 REQUIREMENTS SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 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 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 . Contact Construction Manager for storage location in building. 2. Take whatever steps necessary to prevent scratching or other defacement. E. Handling: Use care; prevent damage to products and finishes. 1.1 0 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 SCHEDUUNG 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. DCA•9.92045.01:E 10/9/92 16010 -3 BE &C SECTION 16010 ENGINEERS RAW MATERIAL STORAGE BASIC_ ELECTRICAL BUILDING 21 -04 REQUIREMENTS SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 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. 0CA•942045.01:E 10/0/02 16010-4 3.0 3 INSTALLATION DCA•0•02045.01 :E 10/0/02 BE &C SECTION 16010 ENGINEERS RAW MATERIAL STORAGE BASIC- ELECTRICAL BUILDING 21 -04 REQUIREMENTS SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 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. O Be familiar with the location of other trade's equipment. Eliminate conflicts between electrical installations and their work. Locate switches on the strike side of doors where possible. 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 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. 4. Medium - voltage conduits: Provide according to Section 16111. 3.0 5 PROTECTION A Properly protect equipment during and after electrical hookup, painting, and final testing. END OF SECTION 16010 - BE &C RAW MATERIAL STORAGE ENGINEERS BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 16111 CONDUIT 12 OCTOBER 1992 PART 1 GENERAL 1.01 SECTION INCLUDES A Conduit, electrical metallic tubing, wireway, and surface metal raceway. 1.02 REFERENCED STANDARDS UL 1 Flexible Metal Electrical Conduit UL 5 Surface Metal Electrical Raceways and Fittings UL 6 Rigid Metal Electrical Conduit UL 360 Liquid -Tight Flexible Steel Conduit, Electrical UL 514B Fittings for Conduit and Outlet Boxes UL 797 Electrical Metallic Tubing (EMT) UL 870 Electrical Wireways, Auxiliary Gutters, and Associated Fittings PART 2 - PRODUCTS 2.01 RIGID METAL CONDUIT AND FITTINGS A Ferrous metal conduit: 1. UL 6, hot -dip galvanized. 2. Fittings and conduit bodies: UL 514B, galvanized. . Non- ferrous metal conduit: 1. UL 6, aluminum. 2. Fittings and conduit bodies: UL 514B, copper -free aluminum. 2.02 INTERMEDIATE METAL CONDUIT (IMC) AND FITTINGS A Ferrous metal: UL 1242, galvanized. B. Fittings and conduit bodies: UL 514B, galvanized. DCA•992046.01;E 10/9/62 BE &C ENGINEERS DC/14- 92045.O1:E 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 16111 - 2 SECTION 16111 CONDUIT 12 OCTOBER 1992 2.03 ELECTRICAL METALLIC TUBING (EMT) AND FITTINGS A Ferrous metal: UL 797, galvanized. B. Fittings: UL 514B, galvanized steel, compression ring type. Set screw and drive - on type are not acceptable. 2.04 FLEXIBLE METAL CONDUIT AND FITTINGS A Ferrous metal: UL 1, galvanized. B. Fittings: UL 514B, galvanized steel, UL listed for grounding as available. C. Aluminum: UL 360 with compatible fittings. 2.05 LIQUID -TIGHT FLEXIBLE METAL CONDUIT AND FITTINGS A Ferrous metal galvanized with PVC weatherproof cover: UL 360. B. Fittings: UL 514B, galvanized steel, UL listed for grounding as available. 2.0 6 WIREWAY AND AUXILIARY GUTTER A UL 870. Lay -in type, without knockouts, with hinged cover. B. Size: As shown, 4 x 4 inch minimum. C. Finish: Rust - inhibiting primer coat with manufacturer's standard enamel finish. 2.07 EXPANSION FITTINGS A Malleable iron, hot dip galvanized allowing 4 inches (± 2) inches conduit movement. OZ/Gedney type AX series or approved. B. Bonding jumper. 2.0 8 SEALING FITTINGS A Wall sealing fittings: OZ/Gedney FSK series. At each wall sealing fitting provide an OZ/Gedney or Crouse Hinds EYS series conduit seal fitting. 1. Raceway stubups and stubouts: OZ/Gedney CSB series conduit seals together with the wall sealing fittings. BE &C RAW MATERIAL STORAGE SECTION 16111 ENGINEERS BUILDING 21 -04 CONDUIT SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 DCA•9-92045 -01:E 10/9/92 PART 3 - EXECUTION 3.01 CONDUIT SIZING, ARRANGEMENT, AND SUPPORT A Unless otherwise shown, size conduit for conductor type installed. Minimum size 1/2 inch. B. Install conduit to maintain headroom and present a neat appearance in unfinished spaces. C. Install conduit concealed in finished spaces. D. Route conduit parallel and perpendicular to building planes. E. Maintain minimum 6 -inch clearance between conduit and piping. Maintain 12- inch clearance between conduit and heat sources such as flues, steam pipes, and heating appliances. F. Brace conduit or conduit supports to prevent distortion of alignment by wire - pulling operations. G Where conduit is run in parallel, group on formed channel (Unistrut) supports as specified in Section 16190 with space for 25% additional conduit (one conduit of the largest size in the run or one, 1 -inch conduit minimum, whichever is larger). H. Do not fasten with wire or perforated pipe straps. Remove temporary conduit support used during construction before conductors are pulled. 3.02 CONDUIT INSTALLATION A Cut conduit square using a saw or pipecutter; deburr cut ends. B. Bring conduit to the shoulder of fittings and couplings and tighten securely. C. Use threaded conduit hubs for fastening conduit to cast boxes, and for fastening conduit to sheet metal boxes in damp or wet locations. D. Do not use conduit bodies to make sharp changes in direction, unless approved. E Use hydraulic one -shot conduit bender or factory elbows for bends in 2 inch conduit and larger. F. Provide insulated bushings at every conduit termination, for conduits larger than 1 inch. Grounding type where required by NEC. G Use suitable conduit caps to protect installed conduit against entrance of dirt and moisture. 16111-3 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 16111 CONDUIT 12 OCTOBER 1992 H. Distance between supports 1. Threaded rigid metal raceways: 10 -foot centers maximum, within 18 inches of each outlet and junction box and at every bend. 2. Electrical metallic tubing: 10 -foot centers maximum, within 18 inches of each outlet, junction box and coupling, and at every bend. 3. Auxiliary gutter and wireway: 5 -foot centers maximum, or in accordance with manufacturer's instruction, whichever is less. Provide No. 10 steel wire or 1/4 -inch poly rope pull string in empty conduit, except sleeves and nipples. J. Where conduit penetrates fire -rated walls and floors, seal opening around conduit with UL listed foamod silicone elastomer compound. K. Route conduit through roof openings for piping and ductwork where possible; otherwise, route through roof jack. L. Sealing of Raceway Penetrations: 1. Exterior wall surfaces above grade: Use seal acceptable to Construction Manager. See Section 07900 - Joint Sealants. For concrete construction above ground level, cast raceway in wall or core drill wall and hard pack with a mixture of equal parts of sand and cement. 2. Roofs: Provide mopped, lead, roof Jack where raceway penetrates roof membrane. 3. Fire rated construction: Seal penetrations to maintain fire rating of construction penetrated. Use Dow Corning Silicone RTV foam as recommended by manufacturer, or use other approved method acceptable to the Construction Manager. M. Sealing of Raceways: 1. Seal Interior of raceways that pass through building roof or through outside walls of the building, above or below grade. Seal on the end inside the building. Use raceway sealing fittings manufactured for the purpose sealed with non - hardening, compound -type mastic, specially designed for such service. Pack around the wires in the raceways. DCA•9•92045.01:E 10/9/92 18111.4 BE &C RAW MATERIAL STORAGE SECTION 16111 ENGINEERS BUILDING 21 -04 CONDUIT SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 3.03 CONDUIT SCHEDULE A. Rigid steel conduit: 1. Exposed outdoor locations with watertight connections. 5. Where raceway 2 inches or larger is required. 6. Wet interior locations with watertight connections. 7. Exposed interior locations subject to damage. Conduit runs below 4 -feet above floor, minimum. 8. May be used as a substitute for EMT, see below. B. Electrical metallic tubing: 1. Branch circuits from panelboards, motor control centers, plug -in -bus branch circuits. 2. Dry interior locations. 3. In permanent and ceiling high de- mountable partitions, for non - plenum rated cable, and as shown for telephone branch cable, communication cable, and for Class 2 and Class 3 circuits. C. Flexible steel conduit: 1. For connecting lay -in ceiling light fixtures. 2. For connecting motors, transformers and other equipment subject to vibration. a. Install with 90- degree loop, minimum D. Liquid -tight flexible steel conduit. 1. For pump motors and equipment subject to vibration in damp or wet locations or areas subject to being washed down, or machinery where cutting oil is used. a Install with 90- degree drip loop, minimum. E. Auxiliary gutters and wireway: Where shown, or as required in unfinished spaces. Elsewhere as approved by the Construction Manager. DCA.9 92046.01:E 10/9/92 END OF SECTION 16111 -5 BE&C ENGINEERS PART 1 - GENERAL DCA•942046-01:E 10/9/92 RAW MATERIAL STORAGE BUILDING 21-04 SPEC. NO. DCA-9-92045-TS-01 1.01 SECTION INCLUDES A. Auxiliary gutters (wireways). 1.02 REFERENCED STANDARDS FS-W-C-582 - Conduit, Raceway, Metal, and Fitting; Surface. 1.03 SUBMITTALS A. Submit product data under provisions of Section 16010 including product data for surface metal raceways, muitioutlet assemblies, auxiliary gutters, and accessories. PART 2 - PRODUCTS 2.01 AUXIUARY GUTTERS A. General purpose lay-in type wireway, without knockouts. B. Size: 6 x 6-inch minimum, length as indicated on Drawings. C. Cover: Hinged or screw attached cover. D. Finish: Rust-inhibiting primer coat with gray enamel. finish. PART 3- EXECUTION 3.01 INSTALLATION - AUXIUARY GUTTER A. In accordance with manufacturer's instructions. END OF SECTION SECTION 16112 SURFACE RACEWAYS 12 OCTOBER 1992 BE &C RAW MATERIAL STORAGE SECTION 16120 ENGINEERS BUILDING 21-04 WIRE AND CABLE SPEC. NO. DCA- 9- 92045 -TS -01 12 OCTOBER 1992 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 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 6 AWG and smaller: Copper conductor, 600 volt insulation, THHN, THWN, 6 and 8 AWG, stranded conductor; smaller than 8 AWG, solid conductor. E. Control circuits: Copper, stranded conductor 600 -volt insulation, THHN, THWN, MTW. 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, UL listed, when installed in conduit. DCA- 9.92046.01:M 10/0/02 16120 -1 BE &C ENGINEERS 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, when Installed In conduit. C. Plenum cable for Class 1, Class 2 and 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. C. 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. 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. 3.03 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. DCA- 9.92045.01:M 1019/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 1612o -2 SECTION 16120 WIRE AND CABLE 12 OCTOBER 1992 BE &C ENGINEERS OCA•9•92045.01:M 10/0/9x RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 END OF SECTION 16120.3 SECTION 16120 WIRE AND CABLE 12 OCTOBER 1992 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. 3.04 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. 3.05 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. BE &C ENGINEERS PART 1 GENERAL 1.01 SECTION INCLUDES A. Wall and ceiling outlet boxes B. Floor boxes O Pull and junction boxes 1.02 RELATED SECTIONS Section 16141 - Wiring Devices: Service fittings and fire -rated poke- through fittings for floor boxes. 1.03 REFERENCED STANDARDS ANSI/NEMA OS 1 Sheet -Steel Outlet Boxes, Device Boxes, Covers and Box Supports NEMA 250 Enclosures for Electrical Equipment (1000 V maximum) PART 2 - PRODUCTS 2.01 OUTLET BOXES A. Sheet metal outlet boxes: ANSI /NEMA OS 1; galvanized steel, with 1/2 inch male fixture studs where required. B. Cast boxes: Cast feralloy, deep type, gasketed cover, threaded hubs. 2.02 PULL AND JUNCTION BOXES A. Sheet metal boxes: ANSI /NEMA OS 1; galvanized steel. B. Sheet metal boxes larger than 12 inches in any dimension: Hinged enclosure in accordance with Section 16160. Q Cast metal boxes for outdoor and wet location installations: NEMA 250; Type 4 and Type 6, flat- flanged, surface - mounted junction box, UL- listed as raintight. Galvanized cast -iron box and cover with ground flange, neoprene gasket, and stainless steel cover screws. DCA - 0.02046.017E 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 16130-1 SECTION 16130 BOXES- 12 OCTOBER 1992 HE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 PART 3 - EXECUTION 3.01 COORDINATION OF BOX LOCATIONS 00A- 0•92046.01:E 10/0/92 16130 -2 SECTION 16130 BOXES - 12 OCTOBER 1992 A. Provide electrical boxes as shown on Drawings, and as required for splices, taps, wire pulling, equipment connections, and code compliance. B. Electrical box locations shown on Contract Drawings are approximate unless dimensioned. Verify location of floor boxes and outlets in offices and work areas before roughing in. O Locate and install boxes to allow access. Where installation is inaccessible, coordinate locations and sizes of required access doors with Section 08305. D. Locate and install to maintain headroom and to present a neat appearance. 3.02 OUTLET BOX INSTALLATION A Do not Install boxes back -to -back in walls. Provide minimum 16 inch separation, except provide minimum one stud separation in acoustic -rated walls. B. Locate boxes in masonry walls to require cutting of masonry unit corner only. Coordinate masonry cutting to achieve neat openings for boxes. C. Provide knockout closures for unused openings. D. Support boxes independently of conduit, except for cast boxes that are connected to two rigid metal conduits, both supported within 12 inches of box. E Use multiple -gang boxes where two or more devices are mounted together; do not use sectional boxes. Provide barriers to separate wiring of different voltage systems. F. Install boxes in walls without damaging wall insulation. G Coordinate mounting heights and locations of outlets mounted above counters, benches, and backsplashes. H Position outlets to locate luminaires as shown on reflected ceiling plans. I. In inaccessible ceiling areas, position outlets and junction boxes within 6 inches of recessed luminaire, to be accessible through luminaire ceiling opening. J. Provide recessed outlet boxes in finished areas; secure boxes to interior wall and partition studs, positioning accurately to allow for surface finish thickness. Use stamped steel Stud bridges for flush outlets in hollow stud wall and adjustable steel channel fasteners for flush ceiling outlet boxes. BE &C ENGINEERS DCA4•02045.01;E 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 END OF SECTION 16130.3 SECTION 16130 BOGS- 12 OCTOBER 1992 K. Align wall- mounted outlet boxes for switches, thermostats, and similar devices. BE &C ENGINEERS PART 1 GENERAL 1.01 SECTION INCLUDES A Wall switches B. Receptacles C. Device plates and box covers 1.0 2 REFERENCED STANDARDS FS W -C -596 Electrical Power Connector, Plug, Receptacle, and Cable Outlet. FS W -S -896 Switch, Toggle. NEMA WD 1 General- Purpose Wiring Devices. NEMA WD 5 Specific- Purpose Wiring Devices. 1.03 SUBMITTALS A Submit product data under provisions of Section 16010 showing configurations, finishes, dimensions, and manufacturer's instructions. PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS - WALL SWITCHES. A Hubbell. B. Bryant. C. Crouse- Hinds. D. Leviton. E. Pass Seymour /Sierra. F. Substitutions: Under provisions of Section 16010. 2.02 WALL SWITCHES A Wall switches for lighting circuits: NEMA WD 1, AC specification grade, quiet type, snap switch with toggle handle, rated 20 amperes and 277 volts AC. Handle: Plastic, set vertically; style and color as indicated on the Drawings or as directed by the Construction Manager. Terminals: Screw /clamp type, with side and back access. Poles: Single pole, double pole, 3 -way, 4 -way, or locking type as indicated on Drawings. DCA•9•92048.01:E 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 16141 -1 SECTION 16141 WIRING DEVICES 12 OCTOBER 1992 BE &C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 16141 WIRING DEVICES 12 OCTOBER 1992 2.03 ACCEPTABLE MANUFACTURERS - RECEPTACLES A Hubbell B. Bryant C. Substitutions: Under provisions of Section 16010. 2.04 RECEPTACLES A. Convenience and straight -blade receptacles: NEMA WD 1. B. Locking -blade receptacles: NEMA WD 5 C. Convenience receptacle configuration: NEMA WD 1; Type 5 -15 R, ivory plastic face. D. Specific -use receptacle configuration: NEMA WD 1 or WD 5; type as indicated on Drawings, gray plastic face. E. GFIC receptacles: Duplex convenience receptacle with Integral ground fault current interrupter. F. Weatherproof receptacles: Corrosion- resistant, yellow melamine, NEMA WD 5. G For 208 -volt and 480 -volt receptacles: As specified on the Drawings. 2.05 ACCEPTABLE MANUFACTURERS -WALL PLATES A. Sierra Electric B. Bell Manufacturing G Substitutions: Under provisions of Section 16010. 2.06 WALL PLATES A. Decorative cover plate: Ivory, smooth plastic, or smooth stainless steel, as indicated on drawings. Stainless steel device plates: #302 satin stainless steel with a minimum thickness of 0.040 inch, and 2 -3/4 Inches in width for receptacles and switches. B. Weatherproof cover plate: Gasketed cast metal with hinged gasketed device covers. C. Attachment screws: Color to match respective device plate. D. Emergency power: Stainless steel with engraved identification tags having 1/4- inch -high letters reading EMERGENCY on a single line at the top of the plate, and reading POWER on a single line at the bottom of the plate. DCA•9•92045.01 :E 10/9/92 16141 -2 C BE&C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 16141 WIRING DEVICES 12 OCTOBER 1992 E. Signal equipment: Bushed or blank plates of the same type and finish as other device plates In the same area. F. Surface mounted boxes: Sized to fit the box without extending over the sides. Crouse -Hinds #DS23G or approved. PART 3 - EXECUTION 3.01 INSTALLATION A Install wall switches 48 inches above floor, OFF position down. B. Install convenience receptacles 18 inches above floor, grounding pole on bottom. O Install specific -use receptacles at heights shown on Contract Drawings. D. Corridor convenience receptacles: Hospital Grade. E Install decorative plates on switch, receptacle, and blank outlets In finished areas, using jumbo size plates for outlets installed in masonry walls. F. Install galvanized steel plates on outlet boxes and junction boxes in unfinished areas, above accessible ceilings, and on surface - mounted outlets. DCA•0•92046.01:E 10/9/92 Install devices and wall plates flush and level. END OF SECTION 16141.3 BE &C ENGINEERS PART 2 - PRODUCTS DCA.9•92045.01:E 10/9/92 (NOT USED) 3.03 INSTALLATION RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 16180 EQUIPMENT WIRING SYSTEMS 12 OCTOBER 1992 PART 3 - EXECUTION 3.01 INSPECTION A. Verify that equipment is ready for electrical connection and energization. 3.02 PREPARATION 16180-1 PART 1 GENERAL 1.01 SECTION INCLUDES A. Electrical connections to equipment specified under other sections or furnished by Owner. 1.02 RELATED SECTIONS Section 16010 - Basic Electrical Requirements: Owner - furnished equipment. Section 16111 - Conduit Section 16120 - Wire and Cable Section 16130 - Boxes 1.03 REFERENCED STANDARDS FS W -C -596 Electrical Power Connector, Plug, Receptacle, and Cable Outlet NEMA WD 1 General Purpose Wiring Devices NEMA WD 5 Specific Purpose Wiring Devices A. Review equipment submittals prior to Installation and electrical rough -in. Verify location, size, and type of connections. Coordinate details of equipment connections with supplier and installer. A. Use wire and cable with insulation suitable for temperatures encountered in heat - producing equipment. B. Make conduit connections to equipment using flexible conduit. Use liquidtight flexible conduit in damp or wet locations. C BE &C ENGINEERS 00A•9•02046.01 :E 10/4/p2 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 SECTION 16180 EQUIPMENT WIRING SYSTEMS 12 OCTOBER 1992 Install prefinished cord set where connection with attachment plug is indicated or specified, or use attachment plug with suitable strain - relief clamps. D. Provide suitable strain- relief clamps for cord connections to outlet boxes and equipment connection boxes. Make wiring connections in control panel or in wiring compartment of prewired equipment in accordance with manufacturer's instructions. Provide interconnecting wiring where indicated. F. Install disconnect switches, controllers, control stations, and control devices such as limit switches and temperature switches as indicated. Connect with conduit and wiring as indicated. END OF SECTION 16180 -2 BE&C ENGINEERS PART 1 GENERAL 1.01 SECTION INCLUDES A Conduit and equipment supports B. Fastening hardware 1.0 3 QUAIJTY ASSURANCE A. Provide support systems adequate for weight of equipment and conduit, including the wiring they carry. B. Provide support systems conforming to seismic requirements of Uniform Building Code (UBC) Zone 3. 1.04 SUBMITTALS A. Product data B. Fabricated item descriptions, Drawings. PART 2- PRODUCTS 2.01 MATERIAL A. Support channel: Galvanized or painted steel, approved for seismic applications. B. Beam clamps: Galvanized or painted steel, used in pairs only. 1. Partial list of approved seismic beam clamps: B -Line B441-22 B -Line B441 -22A Superstrut U -501 Superstrut U -502 Unistrut P2785 Unistrut P2786 Submit others for review. DCA•9•92046.01:E 10/9/92 RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 SECTION 16190 SUPPORTING DEVICES 12 OCTOBER 1992 BE &C RAW MATERIAL STORAGE SECTION 16190 ENGINEERS BUILDING 21 -04 SUPPORTING DEVICES SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 2. Partial list of approved seismic beam clamps with safety rods: B -Line B751-J4 B -Line B751-J6 B -Line B751-J9 B -Line B751-J12 Superstrut U -569 Unistrut P2824 -6 Unistrut P2824 -9 Unistrut P2824 -12 Submit others for review. C. Hardware: Corrosion resistant. D. Miscellaneous support racks: Fabricate frames and trapeze structures for conduits and cables using minimum 12 -gage galvanized formed metal channel in combination with 3/8 inch hanger rods, brackets, swing connectors, clamps, clips, flanges and required appurtenances. Formed metal channel: 1 -1/2 by 1 -1/2 inch minimum with or without predrilled holes as required unless otherwise noted or approved. Use fittings designed for channel used. PART 3 - EXECUTION 3.01 PROJECT SITE CONDITIONS A. Verify size, shape, and location of concrete pads. 3.02 INSTALLATION A Fasten hanger rods, conduit clamps, and outlet and junction boxes to building structure using expansion anchors or beam clamps. Do not use spring steel clips and clamps. B. Use toggle bolts or hollow wall fasteners in hollow masonry, plaster, or gypsum board partitions and walls; expansion anchors or preset inserts in solid masonry walls; self - drilling anchors or expansion anchor on concrete surfaces. C. Do not fasten supports to piping, ductwork, mechanical equipment, or conduit. D. Do not use powder- actuated anchors. E. Do not drill structural steel members. F. Fabricate supports from structural steel or steel channel, rigidly welded or bolted to present a neat appearance. Use hexagon head bolts with spring lock washers under nuts. DCA- 9.92045.01:E 10/9/92 16190 -2 BE &C ENGINEERS OCA.9.02046.01 :E 1010(92' RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA -9- 92045 -TS -01 END OF SECTION 16190 = SECTION 16190 SUPPORTING DEVICES 12 OCTOBER 1992 G Install surface- mounted cabinets and panelboards with at least four anchors. Provide steel channel supports to stand cabinet 1 inch off wall. H. Bridge studs top and bottom with channels to support flush - mounted cabinets and panelboards in stud walls. i . Spacing: Maximum spacing 8 feet on center, and within 6 Inches of each fixture, switch, or other outlet. BE&C SECTION 16195 ENGINEERS RAW MATERIAL STORAGE ELECTRICAL BUILDING 21 -04 IDENTIFICATION SPEC. NO. DCA -9- 92045 -TS -01 12 OCTOBER 1992 PART 1 GENERAL 1.01 SECTION INCLUDES A. Nameplates and tape labels. B. Wire and cable markers. C. Conduit color coding. 1.0 2 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 - PRODUCTS 2.01 MATERIALS A Nameplates: Engraved three -layer laminated plastic, black letters on a white background. B. Tape labels: Embossed adhesive tape, with , 3/16 inch white letters on black background. C. Wire 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. DCA•9.92045.01 :E 10/9/92 16195-1 BE&C ENGINEERS RAW MATERIAL STORAGE BUILDING 21 -04 SPEC. NO. DCA- 9- 92045 -TS -01 B. Wire color coding: 1. Color code wiring as indicated below: SYSTEM CONDUCTORS 3.03 RECEPTACLE IDENTIFICATION 3.04 CONDUIT COLOR CODING SCHEDULE Attachments: Electrical Panel Schedules J4A, J4B, J4C, J8 (lighting), J8.5 -2, XJ8.1 (Emergency) DCA•0•020415•01 :E 1019192 END OF SECTION 16195-2 SECTION 16195 ELECTRICAL IDENTIFICATION 12 OCTOBER 1992 3.02 WIRE IDENTIFICATION A. Provide wire markers on each conductor in panelboard gutters, pull boxes, outlet and Junction boxes, and at Toad 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. 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 stripe. 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. A. Provide tape labels on receptacle cover plates. Indicate panel and . circuit breaker number feeding device. A. Coordinate color of paint with Section 09900 - Painting to identify conduit by system. CIRCUIT FRAMES & AMPS WIRE SIZE AMPERES LOAD DESCRIPTION 8 b c LOCATION la goge 3b . . << >: >,. - >y < 50 4.:: 7a : :• ;.: :: 9b TED #10 BATTERY CHARGER %?r K 1 110 3P #10 ::;: # •> t:F 13a 30 #10 :::'.:::...::::.::::: ::.:.::: • 15b _ TED X10 CHOP SAW A/2.5 170 3P #10 > <` % ? > 19a 30 #10 21b TED #10 TABLE SAW K/1 23o 3P #10 .... ..`•.'� 25a 30 X10 _ _,,, • , • 27b 290 ' " 31a : . 33b !; : ::f•.•_ 37a .... »:; 39b `'' 410 MM. 2a TED #10 BAND SAW ; t €: ;' A/5 4b 3P #10 .%. a >• >. >: 6o 30 #10 :: :.:I,•:; :: : :,:,. >.;: 8a SPACE -a• %E;x :,;::z; tOb TED #10 BATTERY CHARGER :>%'•: {:. B/4 '•s <s 12c 3P X10 V.1:• : ...:..;r , . w�.i.v� . . • .. ...... 14a 30 #10 16b TED #10 BATTERY CHARGER %`< : %: s.; K 1 18c 3P #10 < ><:' r °> : :: >:4: 20a 30 #10 :W:::::::::::::: 22b 240 ; ,:.::: >: #; >:`.::: 26a is % '• 28b ::::::::::::a 30c Ing r:1'..;::.4W 34b ;a > ::: < ' : : 36c { ;1;!. >•:...,,. . 38a `:f< >:' :..:E >':> %r :::, 40b "<: : :0, s :•s`fF•: ;'::. 42c SPACE WITH HARDWARE e:::::::::::: t :1r :: DEMAND kVA= CONNECTED kVA• 0 TOTAL 0 0 0 PANEL J4A TYPE G.E. "NHB" SURFACE or FLUSH SURFACE MAIN BKR. NONE RATING 277/480 3PH 4W 225AMP REF. DWG. NO(s) 1E61 REVISION(s) E ENGINEER T.OESTREICH ELECTRICAL PANEL SCHEDULE BLDG 21 -04 DATE LOCATION WAREHOUSE B FEEDERS 4 #3/0 TOP or BOTTOM FROM CITY LIGHT XFMR SHORT CKT. RIG., Isym REVISED CKT. DATE REVISED 10.12.92 JOB NO. 127017 CIRCUIT FRAMES & AMPS WIRE SIZE AMPERES LOCATION LOAD DESCRIPTION . C 1a TED 20 #8 WAREHOUSE LIGHTS 3b TED 20 #8 WAREHOUSE LIGHTS ..,. i•'•«. >::: A-E 1-4 5o TED 20 #8 WAREHOUSE LIGHTS <>: >z < ?' » :: :' <a : 'w:v A-E 1-4 7a TED 20 #8 WAREHOUSE LIGHTS : . E -H 1-4 9b TED 20 #8 WAREHOUSE LIGHTS :::; :: :: » E -H 1-4 110 TED 20 #8 WAREHOUSE LIGHTS .:::::::::::::0;:q -q ::> g E -H 1-4 13a TED 20 #8 WAREHOUSE LIGHTS : : :g `t 3: H-K 1-4 15b TED 20 #8 WAREHOUSE LIGHTS : ::::::::.":"::::**:: ` H-K 1-4 17o TED 20 #8 WAREHOUSE LIGHTS H-K 1-4 19a - : >% > ':::: 21b ' >: ?<! 2 25a - < > #: >>: € . 27b :f. <:. 290 ^` : ';' 35c ::;<•: >:;:• .f .4: 37a : •::.. : <.,: > <.<< 39b '' <: : : :1' %: i:::5::: 410 » :' •`•• 2a . { : {S.•SSS�i: > ; 6c :.;;:...,:. ;.. 8a TED 20 #8 WAREHOUSE LIGHTS :.. y • " " ""' '' C-F 4-6.5 10b TED 20 #8 WAREHOUSE LIGHTS :1/2:::; C-F 4.8.5 120 TED 20 #8 WAREHOUSE LIGHTS : : > r :. _ C-F 4.6.5 14a TED 20 #8 WAREHOUSE LIGHTS " Y F-J 4-6.5 16b TED 20 #8 WAREHOUSE LIGHTS •'` `: F-J 4-8.5 18c TED 20 #8 WAREHOUSE LIGHTS ; ?; >• ?s> _ F-J 4-6.5 20a i :g:: :i. : ii: }:;:Riy; {::: :: r : 22b : >: :: : * : ::: : < ' 24C :: : : :.: ;: ; t;; 26a :';» �;<;:;:r: 28b . _ : ; €: > €:: 30c : :: :', : :;:;Y.:;:' 32a 34b 36c '' r'': ::::::::::N.:::::: 38a '• iV: r;rr 40b ? ? 's:>> >'._? ;:':: ;`: 42c SPACE WITH HARDWARE .:} 'Y•'• `' : DEMAND kVA= CONNECTED kVA= 0 TOTAL 0 0 0 PANEL J4B TYPE G.E. "NHB" SURFACE or FLUSH SURFACE MAIN BKR. NONE RATING 277/480 3PH 4W REF. DWG. NO(s) REVISION(s) C 1E11 ENGINEER T.OESTREICH ELECTRICAL PANEL SCHEDULE BLDG 21 -04 DATE LOCATION WAREHOUSE B FEEDERS 4 #3/0 TOP or BOTTOM FROM PNL A (DOUBLE LUG) SHORT CKT. RTG., Isym REVISED CKT. DATE REVISED 10.12.92 JOB NO. 127017 CIRCUIT FRAMES &S VVIRE SIZE AMPERES b c LOCATION la THQB 20 #10 RECEPTAGLE CKT. DED •. .., £ '. %' H/1 3b THQB 20 REGEP TACLE CKT. DEO : >.;::::; , ;:< : :. 50 THQB 20 #10 RECEPTACLECKT. DED ?.• >< '•;< < ??:: > . ?> B/6.7,A/6 7a THQB 20 #10 RECEPTACLE CKT. DED .._., •,.• :: A -B/8 9b THQB 20 #10 RECEPTACLE CKT. DED .. A-3 /8 110 THQB 20 #10 RECEPTACLECKT. DED :.s. <: A -B 8 15b ;+ :... :: : 170 1::* ::.% :I 19a 21b :•�:r OEM 23o : : 25a .'t 27b 290 f: > { 31a > ^f: 33b .::: :.r 37a ': :: '' 39b < . :* : tr : 41c s # >; s > ' : :. .. 2a THOB 20 #10 SHED LIGHTS " %'•' " .`' >'' "' " WEST SIDE OF BLDG. 4b THOB 20 #10 FIRE RISER PUMP HEADS A/6 60 8a 10b 12c 14a 16b 180 ty;:, %: # ::::0.:0):::. 20a i. ... ::'..Y.00. 22b ,:.• . 240 ` > % } ? < >:# 26a : : , a>i .: 28b - : {z :;: 3 0c 2a 32a 36 36c 0 38a Y' >.?' :; T .Vii: M11.. +i 40b 42c SPACE WITH HARDWARE DEMAND kVA. CONNECTED kVA= 0 TOTAL 0 0 0 PANEL J4C TYPE G.E. "NLRB" SURFACE or FLUSH SURFACE MAIN BKR. 100A RATING 120/208V 3PH. 4W. REF. DWG. NO(s) REVISION(s) 1E61 C ENGINEER T. OESTREICH ELECTRICAL PANEL SCHEDULE BLDG 21 -04 DATE LOCATION WAREHOUSE B FEEDERS 4 #3 TOP or BOTTOM FROM PNL A VIA 30KVA XFMR SHORT CKT. RTG., Isym REVISED CKT. DATE REVISED 10.12.92 JOB NO. 127017 CIRCUIT FRAMES & AMPS WIRE SIZE LOAD DESCRIPTION AMPERES a b c LOCATION . i :� 3b : s:s:r ' ;f ## 5C %:i i'2"'•; v`: •r. •::.: 7a 9b r; [ . : : : : :iggE :; s > : 13a TED 20 #8 HIGHBAY LIGHTS 1'AV:1Vl:V' : >i: >,; >:..: > : < : N ; ;,,i A•K/7 -8 15b TED 20 #8 HIGHBAY LIGHTS < ?s%% A•K/7 -8 17o TED 20 #8 HIGHBAY LIGHTS .. > < ; : :. A-K/7.8 19a ..;... 21b ::: i : : { 230 25a TED 20 #8 HIGHBAY LIGHTS A•F 8.11 _ 27b TED 20 #8 HIGHBAY LIGHTS » > >''<> ::.?:::::::::::::::::: A- F/8.11 i' 29c TED 20 #8 HIGHBAY LIGHTS : : : ... ...'jj� . :; . . >;ii {: : A•F 8.11 31a TED 20 #8 HIGHBAY LIGHTS , 4: • '• : s . F- J/8.11 33b TED 20 #8 HIGHBAY LIGHTS `f: g - :; FJ/8.11 .:.<;:... • • >•: 350 TED 20 #8 HIGHBAY LIGHTS •`'' '" :tr ;'�:R•:.• .�::::` {; ) ?{: F,l /8'11 ::•: :::.. 37a MVP. , . < :.% cif: 39b r. , ?.,. :?.. 410 i 40: :: r :. 'MK:. i+ 2a i• ::::•$.:.:.<•: ;:: ?.: :.: 9: r ,<: 4b � : >i„ ; •;< :, 6o y : ;' ; is .:.:. ii:: 8a . `:f h;: ::,..:^i: 12c '::: :ggi ::::::::::M:. 14a - :::.;E:.;:.:::'0; + •:1:; .:. . ::::.. 16 . ..,.:::: i 1 : : . :::. rf >:.:: 20a :.: :C•.f' n >t 22b > s ; : 240 26a ; :• 28b - ; >::::: i:: i 30c :4 32a 34b .:. ::; :i:•. 36c . .::::: :.`'':'.i . :i; 38a M.:0, s <.; RM:: 42o SPACE WITH HARDWARE ? ?.no NW jfY; DEMAND kVAi CONNECTED kVA■ 0 TOTAL 0 0 0 PANEL J8 (LIGHTING) TYPE G.E. "NHB" SURFACE or FLUSH SURFACE MAIN BKR. 125A RATING ELECTRICAL PANEL SCHEDULE BLDG 21 -04 DATE LOCATION WAREHOUSE B FEEDERS 4 #3/0 TOP or BOTTOM FROM PNL J4A SHORT CKT. RTG., Isym 277/480V 3PH 4W 225A REF. DWG. NO(s) 1E12 REVISION(s) G ENGINEER T. OESTREICH REVISED CKT. DATE REVISED 10.12.92 JOB NO. 127017 CIRCUIT FRAMES & AMPS WIRE SIZE LOAD DESCRIPTION AMPERES a L'» LOCATION 3b '''f` 4 ?z? < > 50 :::.:4:::::z :> ' :,i: ?}:: 7a _ . '<: >: ::i 9b :ii: z'::' :; % > 11c >:<::: s# .....e.5 15b ,:... :,. 170 :} +; :::::.1.;;.::::::: !:i. }:rC:: is 230 < #:: > %•.`:E.c 25a `':`::: `» .. #'.::: 29c ::t: € >« '€ ........ 31a . ;t : , {s:: 350 ' > {: >s' .::•.:.4:V: 37a TEB 20 RECEPTACLE CKT. DED fsr "1:51.: s #.`y:s >:;: A 9.5.E.5 11 39b TEB 20 RECEPTACLE CKT'. `. # %1s'. 1: MEZZANINE 41c TEB 20 SPARE " •` % 'f::> <s<: :: 2a :: : :V.3 : <'r ? €s? c•:. 4b ? ?r ' :f ^ : > v ..... 8a fir:.•:; %:•: ,i :'.}S 120 > :< , ': :•4'.. 14a ::. : : : :: .::.::.:'..:0'..' 180 x ::: ::: > } }..,. 24c r:::c : ?;::tr . ;} } } }: ? }• : 26a { Y;; }• `: y ::}?:::>T rf 28b - } .t: T:i: : 4..Y: }' S,RFi} 30 0 tit:; ?; { j tti .'•f } ?::f. 32a .E3 .. "s. 34b : :: ..�:.. 36c : : :: :N'% ><?:s: 40b 42c SPACE WITH HARDWARE . .: <a<:` `' ,# DEMAND kVAa CONNECTED kVAa 0 TOTAL 0 0 0 PANEL J8.5 -2 TYPE G.E. "NAB" SURFACE or FLUSH SURFACE MAIN BKR. TQD 225A 3P RATING 120/208 3PH 5W 225A BUS REF. DWG. NO(s) 1E63 REVISION(s) A ENGINEER T.OESTREICH ELECTRICAL PANEL SCHEDULE BLDG 21 -04 DATE LOCATION WAREHOUSE B FEEDERS 21 /2 "C,5 #4/0 TOP or BOTTOM FROM J8.5 VIA 75KVA XFMR SHORT CKT. RTG., Isym REVISED CKT. DATE REVISED 10.12,92 JOB NO. 127017 CIRCUIT FRAMES & AMPS WIRE SIZE LOAD DESCRIPTION AMPERES LOCATION a b c 3b 0 ':1%:' 50 4::::::::::F. 7a TEB 15 #10 EXIT AND EMERGENCY LIGHTS 04> ::::.:.I' D/1,K/1- 3,A/2.5.3 9b TEB 15 #10 EXIT AND EMERGENCY LIGHTS ' `''" `' ' ":q' ` A /5-6,J 4.55.5.56 -7.5 110 TEB 15 #10 EXIT AND EMERGENCY LIGHTS >E '.v3 ::: : A 9 ,E 11,J /9.10 13a ::::: 15b . .... .> ?::? ? >:< : 170 # >::> »: is i {f ::; { { : 19a - :* : _ 21b 230 :. .. . . 25a C ``;%: s 29c ::<<:. ..... .....:... 37a r3<::: ::s:ai•:. 39b ; '•s `•< 410 r : , .:f •::. >:• 2a :;01:0 . 'r yy y >% 4b MEN 6c - >I:'• M::: V A•K 1.4 __ 8a TEB 15A #8 HIGHBAY FLUORESCENT FIXTURES 10b TEB 15A #8 HIGHBAY FLUORESCENT FIXTURES M. A-K /4-6 120 TEB 15A #8 HIGHBAY FLUORESCENT FIXTURES 1,1:mq:::;:: A -8 14a TEB 15A #8 HIGHBAY FLUORESCENT FIXTURES ' : / :::::11:K g: A•K 8-11 18o 20a : {: >. ....... 22b :: >: >::::a:is 240 L :11:10*}0: 26a ii :Mg : 28b . { "s: ? <: 30c MON , i:: 32a• 34b 36c »:: ..:...: .:.. b :: S}: %: .:•i'Fl•::•.i {O 38a . : f : :: ":•.:!:: ,.% {: : ::,`,• . A:. 40b i: :". . <{ ry � SPACE WITH HARDWARE "{`• Mai:', %Se DEMAND kVA' CONNECTED kVA- 0 TOTAL 0 0 0 PANEL XJ8.1 (EMERGENCY) TYPE G.E. "NHB" SURFACE or FLUSH SURFACE MAIN BKR. TED 100 A RATING 277/480V 3PH 4W 100 A BUS REVISION(s) A ELECTRICAL PANEL SCHEDULE BLDG 21-04 DATE LOCATION WAREHOUSE B REF. DWG. NO(s) 1E113 ENGINEER T.OESTREICH FEEDERS 4 #2/0 TOP or BOTTOM FROM 750 KVA CITY LIGHT XFMR SHORT CKT. RTG., Isym REVISED CKT. DATE REVISED 10.12.92 JOB NO. 127017 r° CREME FEDERAL WAY h.^,.••'..• /'. ^ REVr5KON BY VICINITY MAP EATTLE PUGET SOUND REGION TO TACOMA - BOE NG DEPEINSE 8c SPACE GROUP 8ULDNC 71 -04 W MATER AL S 1 0 A C E PROJECT BELLEVU KENT AUBURN } ALGONA X- 1 r f .0 ;'.7CA�1c*a 2n.n • . _ -. .f.�i1.:�'�.' . � A „ r++� +b,.c e.. .. .�. sit • PROJECT SITE: KING CO. PIERCE CO. REVISION LAST VAPCNAL WA" 8LJ C NG 2: -04 (WAHEHOSI 3zt 1 / SOLJ'H / 2CH FAC 1 1 K W LA, \ \C 98168 AR F A M A. P EAST MARGINAL WAY FROM SEATTLE: -- )T CORPORATE PARE; TACOMA AIRPORT ArkatEentriG FACILITIES DEPARTMENT FROM DOWNTOWN SEATTLE_ o EX!r 158 • POT;.. I NG A AI AP \ . •1 P -' - ' DEVELOP VI ENT CENTER AND EAST MARGINAL WAY CORPORATE PARK EXIT 157 • ■ 1 t 5 599 T UKW I LA 900 PROJECT SITE •1 • 158 FROM KENT & AUBURN NO SCAT. E: EXIT 1`7 900 LJ AUBURN, WA. 98002 O E3EL_LEVUE, WA. 98007 E= O EVER T T, WA. 98201 O KENT, WA. 98031 • PORTLAND, OR, 97220 O RENTON, WA. 98055 ▪ SEATTLE, WA. 98124 SOUTH 129th PLrCE ( r I a; 1- t\11,�- ,11- ) - PARK n L I ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE EAST N ARGI NAL WAY CORPORATE PA=CK AWN BY G, MILLER urn J. WALLACE G, MILLER` WAL ACE : W`. FIENCKEI_ F APPROVE D �M. SCHOLZ. PROJECT SITE ARCHITECTURAL MASTER COL FILE. CORY tan ph app a. ci t hat the P � a fissions an 1 un an d crn violat titans t aut horize the e. � � - t,tans code Of ardinanc Reoe'Pt 04 a 4kno ` te�`' a of 3PPrnved • tr actor s sv l� Date p No. I Vovl R 1.10 13 1912. i�_U PROJECT CHECKLIST BRIEF PROJECT NARRATIVE TENANT IMPROVEMENT Tr) E ;XISTrIG STORAGE FACILITY: DEMOLITION TO INCLUDE: REMOVAL OF EXISTING STORAGE RACKS STORAGE SwrL.VE:; SHOP FENCING, CRANE FOUNDATIONS,, MECHANICAL EQUIPMENT AND COMPONENTS, [L .LC TRICAL EQUIPMENT AND COMPONEN - TS. IMPROVEMENTS TO INCLUDE: IXTERIOE SHED`., ON SLAB, BtJL! ARD , FLOOR E R!PING, SHELVING, DEIMMOUNTAELE PARTITIONS, AND DOOR HARDWARE. ADDITIONAL FIRE PROTECTION CONSISTING OF: FIRE MAIN, FIRE EXTINGUISHERS, HOSE RACKS AND CARNETS, SMOKE CURTAINS AND VENTS RELOCATION OF MECHANICAL EOUIPMEN s AND COMPONENTS. RELOCATION OF ELECTRICAL EQUIPMENT AND COMPONENTS. ADDITIONAL LIGHTING AND POWER. ADDITIONAL_ WATER MAIN FOR PPE PROTECTION !� I HESE DRAWINGS CONFORM TO THE 1991 1J.B.C., • t. F. 0., !.J.P.0 , N E.C. AND THE A.D ?. AS IT RELATES TO . THE AREA OF TENANT IMPROVEMENT AS ADAPTED OR AMENDED BY LOCAL ORDINANCES AND C'OMPLIANCE. WITH CITY OF TUKWILA ZONING. MI COMPLETE BUILDING FLOOR PLAN ;,SHO }WING; EXITING SYSTEM, DOORS, CORRIDORS AND PASSAGEWAYS. • ENGINEERING CALCULATION • (iF APPLICABLE) Ii ROOMS LABELED PER OCCUPANCY PER U.B.C. TABLE 33 -A AREA OF CONSTRUCTION: 113,680 S.E. - BUILDING FOOTPRINT 113,680 S.F . -- FIRST FLOOR 7 448 S.F. - • SECOND FLOOR 121,128 S.F. -- TOTAL 108,328 S.F. - AREA OF TENANT IMPROVEMENT NUMBER OF PRINTS REQUIRED FOR PERMIT :PACKAGE: 0 1. GENERAL F'LRMFI (SHELL & CORE) G SETS OF ENERGY CALCULATIONS 2 SETS OF CIVIL DRAWINGS WITH 1JTILITIES 2 SETS SOILS REPORTS 2 SETS STRUCTURAL CALCULATIONS 2 SETS PROJECT CONSTRUCTION SPECIFICATIONS 2 SETS TOPOGRAPHICAL SURVEY 2 COPIES OF LEGAL DESCRIPTION 2 SETS OF WORKING DRAWINGS 2. TENANT INPROVEM[NTS, 2 COMPLETE SETS 7 ^ � . MECHANICAL, 1. COMPLL.TE SET'S 4. ELECTRICAL, 2 COMPLETE SETS 5. FIRE PRTE-CT!ON /'SPR!NK<LERS, 2 COMPLETE SETS COVER SHEET BUILDING 21-04 RECEIVED CITY 0 TI wWILA OCT 2 3 199Z D MC> NO, LAST REVISION St1EET 0 1 ENGINEERS S `}.48Ot.. DATE or 1 2 0 717, /DCA -- 9.- 9204.5 `9 209 4 21-- 04 -.GO 294A0 `'; — GMML10,05.92/16 �� °.. ... ..,r'... a.' f.. 06 6Z EEG 4Z 9Z SZ hZ ' £Z ZZ II IIIIIIII � IIIIIIiI!!! VIII! ii�illll! 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"':`' .:.... ^[.r,�,,,.. .. .. .., ,,r,...' �,._. .. �r._•:R. ;' :?j_rr} .Y - s, +, • •^3 ., 9-71 h 1 w•: '.v> \ 4`w1i t A a 0 FE0- • z i -- DIMEN 1ON SYM3DL LEGEND J BUILDING AND WALL SECTIONS DETAIL REFERENCE. TO DETAIL PLAN ROOM NUMBER DOOR NUMBER WALL TYPE. GRID /GRID BUBBLE AND CENTERLINE CONSTRUCTION ABOVE OR BELOW BEYOND OR BEHIND DIMENSION LINE FLAG NOTE FOR SPECIFIC CONSTRUCTION DIRECTION GENERAL NOTE FOR NON - SPECIFIC INFORMATION DOOR -- NEW DOOR - REMOVED /RELOCATED 2' -0 "x4'_0" SUSPENDED CEILING GRID GYPSUM WALLBOARD CEILING FIRE EXTINGUISHER HOSE RACK AND CABINET SMOKE_ VENT SUPPLY AIR DIFFUSER RETURN AIR GRILLE FIRE SPRINKLER HEAD HIGH INTENSITY DISCHARGE LIGHT FIXTURE FLOURESCENT FIXTURE (RECESSED, SURFACE) EXIT SIGN EMERGENCY LIGHT EARTH, DIRT STONE, GRAVEL, POROUS FILL BRICK, COMMON 1SEERMVit CERAMIC TILE C..`...L• _ CONCRETE: CAST -IN- PLACE, PRECAST U.VSEEZESa INSULATION: BATT, LOOSE, FILL BLANKET INSULATICN: RIGID ALUMINUM r'.. BRASS, F3RON7E, COPPER 17 _R:y- :.= METAL, STEEL, IRON C_ -- • PLASTER: SAND, CEMENT, GROUT PLAST ER: GYPSUM WALL BOARD 11 WOOD: FINISH MATERIAL SYM3OLS WOOD: ROUGH WOOD: INTERRUPTED BLOCKING PLYWOOD: SMALL SCALE c :r r} 1 ;i3T1 PLYWOOD: LARGE SCALE C‘ • . -j WALL TYPE: CONCRETE 1:2"zJLE0 WALL TYPE: CONCRETE. MASONRY UNIT (CMU) \ , , WALL TYPE: STEEL STUD WALL. TYPE: WOOD STUD WALL TYPE: EXISTING - WALL TYPE: REMOVAL = = WALL TYPE: PARTITION (5' -0" HIGH) WALL TYPE: GLASS • • T AB ADJ AFF AGG AL ALT ANCH API APPD APPROX ASTM [3TWN BLDG BLKG BO CB CC CEM CF CJ CL CLR COL COMP CONC CONN CONST CONT CONTR CTSK CY 0 DBL DEMOL DEP DIA DIAG DIM DL DN DS DWG EA EB EF EJ EL ELEV EQ EW EXG EXP EXT FAS FF FF FGR FH FIN END FOC FOE FOIC FO FT FIG FUT GA GALV GC GI GR GT HDNR HDWD HG HOR HS HT ID ID IF IN INCL JT JOINT K KO BETWEEN BUILDING BLOCKING BOTTOM HARDENER HARDWOOD HIGH GRAOE HORIZONTAL FILCH STRENGTH HEIGHT KIP(S) KNOCK OUT ANTAggEMIGT FACILITIES DEPARTMENT AND AT ANCHOR BOLT ADJACENT ABOVE FINISHED FLOOR AGGREGATE ALUMINUM ALTERNATE ANCHOR, ANCHORAGE AMERICAN PLYWOOD ASSOCIATION APPROVED APPROXIMATE AMERICAN SOCIETY OF TESTING MATERIALS CHANNEL CATCH BASIN CENTER TO CENTER CEMENT CUBIC FEET CONTROL JOINT CENTER LINE CL EAR(ANCE) COLUMN COMPRESS(ED) (ION) CONCRETE CONNECTION CONSTRUCTION CONTINUOUS, CONTINUE CONTRACT(OR) COUNTERSUNK CUBIC YARD(S) DIAMETER DOUBLE DEMOLISH, DEMOLITION DEPRESSED DIAMETER DIAGONAL DIMENSION DEAD LOAD DOWN DOWNSPOUT DRAWING EAST (COORDINATE) EACH EXPANSION BOLT EACH FACE EXPANSION JOINT ELEVATION ELEVATION EQUAL EACH WAY EXISTING EXPOSED EXTERIOR FASTEN(ER) FACTORY FINISH FINISHED FLOOR FINISH GRADE FIRE HYDRANT FINISH(ED) FOUNDATION FACE OF CONCRETE FACE OF FINISH FURNISHED BY OWNER/ INSTALLED BY CONTRACTOR FINISHED OPENING FOOT FOOTING FUTURE GAGE GALVANIZED GENERAL CONTRACTOR GALVANIZED IRON GRADE GROUT INSIDE DIAMETER INSIDE DIMENSION INSIDE FACE INCH INCLUDED(D) (ING) ABBREVIATIONS . LB LEN LF IL LWR MATE MATERIAL MAX MAXIMUM MB MACHINE BOLT MBR MEMBER MET METAL MFR MANUFACTURE(R) MIN MINIMUM MISC MISCELIANEOUS MT MOUNT(ED) (ING) N N' NIC NO. NOM NTS OA Oc OD OF OPG OPP PAR PCC PC F PERF PE :RIM PL PNL PREST PRr PSI" PSI PT PVC PWD REF REINF REQ REV RFI RO SO SQUARE SECT SOUTH (COORDINATE) SECT SE SHT SIM SG STD STL STR SYM SYS LENGTH LAG BOLT LENGTH LINEAL FEET LIVE LOAF) LOWER T &B TOP AND BOTTOM T &G TONGUE AND GROOVE TC TOP OF CURB ELEVATION TEMP "TEMPORARY THK THICK(NESS) 100 TOP OF CONCRETE TOL TOLERANCE TOS TOP OF STEEL TS STRUCTURAL TUBE TYP TYPICAL UBC UNIFORM BUILDING CODE UL UNDERWRITERS' LABEL UON UNLESS OTHERWISE NOTED UPR UPPER VB VERT w W W W/O WWF D AUBURN, WA. 98002 CJ BELLEVUE, WA. 98007 D EVERETT, WA. 98201 CJ KENT, WA. 98031 CJ PORTLAND, OR 97220 C� RENTON, WA. 98055 SEATTLE, WA. 98124. NORTH (COORDINATE) NEAR FACE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER(S) OUTSIDE DIAMETER OUTSIDE FACE OPENING OPPOSITE PARALLEL PRECAST CONCRETE POUNDS PER CUBIC FOOT PERFORAT E(D) PERIMETER PLATE PANEL PR EST RE: sS( E D) PREFORMED POUNDS PER SQUARE F001 POUNDS PER SQUARE INCH POINT POLYVINYL CHLORIDE PIPE PLYWOOD RADIUS (CURVATURE) RISER REFERENCE, REFER TO REINFORCE(D) (ING) REQUIRED) (ING) REVISION(S). REVISED RIGHT HAND ROUGH OPENING SECTION SQUARE FEET SHEET SIMILAR SQUARE STRUCTURAL TEE STANDARD STEEL STRUCTURAL SYMMETRY, SYM MET RiCAI. SYSTEM VAPOR BARRIER VERTICAL WEST (COORDINATE) WIDE FLANGE WIDTH, WIDE WITH WITHOUT WELDED WIRE FABRIC l ,- %h \. Vv.`.! /'.i; } .tip. .....+... .. a ... »...,..... u GENERAL \o 1. OBTAIN MECHANICAL & ELECTRICAL CONSTRUCTION PERMITS FROM CITY OF TUKWILA PRIOR TO COMMENCING CONSTRUCTION. 2, NOTIFY CONSTRUCTION MANAGER SHOULD EXISTING CONDITIONS REQUIRE DESIGN REVISIONS. 3. COORDINATE WORK W/ BOEING GENERAL CONSTRUCTION UHT THROUGH CONSTRUCTION MANAGER REGARDING STAGING AREAS & OTHER RELATED ACTIVITIES OCCURING IN THE 7-250 & 21-05 BUILDINGS. 4. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF DEBRIS CAUSED BY DEMOLITION AND SHALL STORE CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE CONSTRUCTION MANAGER. 5. CONTRACTOR IS TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE RESPONSIBLE FOR THE JOINING OF HIS WORK TO THE WORK OF OTHER TRADES. DISCREPANCIES ON DRAWINGS OR !N SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY. 6. WORK SHALL CONFORM WITH APPLICABLE CODES AND REGULATIONS. 7. CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION MANAGER FOR CONSTRUCTION AREA AND SECURITY REGULATIONS. 8. REPETITIVE. FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 9. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF MASONRY AND/OR CONCRETE WALLS, METAL. STUDS, AND TO THE CENTERLINE OF COLUMNS, UNLESS OTHERWISE NOTED. 10. DOOR OPENINGS ARE 6" FROM ADJACENT WALLS OR CENTERED IN ROOM, UNLESS DIMENSIONED OTHERWISE. 1 L PARTITIONS SHALL RUN FULL HEIGHT, F ROM FLOOR TO STRUCTURE ABOVE, UNLESS SHOWN OR NOTED OTHERWISE. 12. PLANS WHICH APPEAR AS BACKGROUNDS ON CIVIL, STRUCTURAL, PLUMBING, HVAC, ELECTRICAL DRAWINGS ETC., ARE FOR THE PURPOSE ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. 13. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF ARCHITECTURAL, STRUCTURAL, MECHANICAL & ELECTRICAL WORK. ARCHITECTURAL, STi1UC:TURAL, MECHANICAL & ELECTRICAL DRAWINGS SHALL BE REFERRED TO IN DETAIL FOR COORDINATION OF SPECIFIC REQUIREMENTS. 14. CONSTRUCTION MANAGER TO INDICATE STAGING AREAS WHERE CONTRACTOR MAY STORE SALVAGED MATERIALS TO BE REUSED IN LATER PARTS OF THIS PROJECT & WHERE MATERIALS TO BE STAGED BY BOEING ARE TO BE LOCATED. ACCEPTABILIT'a" THIS DESIGN AND/OR SPEC!EICATION IS APPROVE? APPROVED BY DEPT. DATE G MILLER H J. WALLACE . APPR VEU W. liENCKE�L APPR •:iE M. 5. +OLZ _LU.1 TITLE ARCHITECTURAL MASTER COL ADDRESS EAST MARGINAL WAY CORPORATE PARK 3417 SOUTH 120TH PLACE BUILDING 21 -04 (WAREHOUSE "B " ) TUKWILA, WASHINGTON 98168 1,720,100 SF (39.48 ACRES) CITY OF TUKWILA M -HP 1991 UBC (TUKWILA) 1991 UFC U ADDITIONS PER CITY OF TUKWILA 8 -2 OFFICE B - -2 STORAGE FOR COMBUSTIBLE GOODS (NO CHANGE IN OCCUPANCY) V -N SEPARATION (3 SIDES C 90 FEET) SEPARATION (I SIDE @ 20 FEET) 113,680 SF -• BUILDING FOOTPRINT 113,680 SF -- FIRST FLOOR 7,448 SF -- SECOND FLOOR 121 , 128 SF -- TOTAL BUILDING HEIGHT 27' - -9" (FLOOR TO PLATE) STORIES 2 OCCUPANT LOAD 108,200 SF @ 500 = 217 8,375 SF @ 100 = 84 1,850 SF @ 300 = 7 1,550 SF @ 300 = 6 1,013 SF @ 0 = 0 140 SF @ 15 = 10 TOTAL = 325 F I R E PROTECTIONS FULLY AUTOMATIC, WET PIPE THROUGHOUT (HYDRAULICALLY CALCULATED) 2 HOUR SEPARATION WALLS SITE AREA (TOTAL) LOCAL AUTHORITY LAND USE CODE CODE REFERENCES OCCUPANCY GROUP CONSTRUCTION TYPE LOCATION ON PROPERTY FLOOR AREA (ACTUAL) SEPARATIONS SEISMIC ZONE FIRE ZONE PARKING (TOTAL EXTERIOR WALL (NON - BEARING) INTERIOR WALLS (NON -- BEARING INTERIOR WALLS (BEARING) .. STRUCTURAL FRAME FLOORS STAIRS ENCLOSURES SHAFT ENCLOSURES ELEVATOR SHAFT CORRIDORS ROOF 3 3 SITE 1,018 (EXISTING) N /A 2 HOUR SEPARATION WALLS 2 HOUR SEPARATION WALLS TYPE V , I HOLIP N/A N/A N/A N/A N/A UNPROTECTED STORAGE RACKS UBC, UFC, UFC STANDARDS, NFPA HIGH PILES COMBUSTIBLE STORAGE CLASS V COMMODITIES RACK HEIGHT (18 FT) STORAGE HEIGHT OF MATERIALS (25 FT) SMOKE VENTS (90 FT MAXIMUM SPACING) SMOKE VENTS ( 1:40 RATIO) SMOKE VENTS 4 F T MINIMUM DIMENSION) SMOKE VENTS 16 SF MINIMUM AREA) SMOKE VENTS 45 FT MAXIMUM FROM WALL /CURTAINS) CURTAIN BOARDS (6 FT IN DEPTH FROM ROOF DECK) CURTAIN BOARDS (6,000 SQ FT MAXIMUM AREA PER CURTAIN AREA) FIRE EXTINGUISHERS (DRY CHEMICAL, 4-A) FIRE EXTINGUISHERS (75 FT MAXIMUM TRAVEL DISTANCE) HOSE RACKS (CAN REPLACE UP TO EVERY OTHER FIRE EXTINGUISHER) HOSE RACKS (I 1/2" HOSE) ACCESS DOOR (EVERY 100 LF OF B U I L D I N G ) AISLE WIDTH (8 FT MINIMUM) BE &C ENGINEERS SUarm.E LEGENDS, ABBREVIATIONS , S, DATE t.ASi R�l�!5!t?N GENERAL NOTES AND CODE SUMMARY SHEET BUILDING 21 -04 CODS SUNN'AR`( RECEIVED CITY fi= i! ! OCT 2 3 i992 D.0 (WAREHOUSE) OFF ICE) MECHANICAL) STORAGE) ACCESSORY) (CONFERENCE ) JOG NO. 12701 -9-- 92045 92094 DIA NO. 21 -04 -G1 294A001 N N iM/10,05.92/ 0:23 vO!t417 NO. - Awg (IIII 11 111111/1 to TH3 INCH 1 ['Nip 7 I I ; i I I I J I I I ! I ; I lly � L � F B I j I ' . L I L , I r pill' pig' f ( L ,,. � � 1 1 `: j1 I . tt,141i•LI 3 ' I 4 5 :. 7 :u _. { NOTE: If the microfilmed document is Less clear than this 9 sZ hZ r ce Zz tZ 0Z 61 I �1!1 i 111111111 llllnli11111i1U4�11d1I111J 111119 � 111III11I J 11 '^ r a notice, it is due to the quality of the coriginal document. et hl 91 51 in of Z1 11 (DL 1111111111!!1,1, 11111 111 )111111111111!IIIIIIIIII 111111111 II11111111111111111:111111 !1 III .'yCn' c Z t MY O 111111111 IIlIlII�III I�lIIII!lllIiIII�ll .+ +..+R. Y�5xa..' ',:�ar?1:K�in3•i�c%(F•R`+�/':,. ,... INDEX OF DRAWINGS INCLUDE. IN SET • SHEET NO. DRAWING TITLE REV DATE DATE DRAWING NO. _ GENERAL ELECTRICAL. 21-04-GO GO COVER SHEET ORIG 10.12.92 0 21-04-GI GI LGNDS, ABBREV, GNRL NOTES AND CODE SUMMARY ORIG 10.12.92 10.12.92 21-04-G2 G2 INDEX OF DRAWINGS ORIG 10.12.92 10.12.92 • 0 121-004-2001 21- G3 SITE PLAN AND LEGAL DESCRIPTICN ORIG 121-004-2001 21-04-G4 2- G4 FLOOR PLAN - COMPOSITE ORIG 10.12.92 c. I I-04-G5 13 REFLECTED CEILING PLAN - COMPOSITE ORIG 10.12.92 120/208V POWER 21-04-M3 0 121•004-2001 J2R 21-64-175M M ____ . ARCHITECTURAL 0 121-004-2001 L--33R IAIIR PARTIAL FLOOR PLAN - REMOVAL ORIG 10.12.92 21-04-IAl2R IAI2R PARTIAL FLOOR PLAN - REMOVAL ORIG 10.12.92 121-664-2003 21-04-1A13R IAI3R PARTIAL FLOOR PLAN - REMOVAL ORIG 10.12.92 E-72R 21-04-iA10 IA10 PARTIAL FLOOR PLAN ORIG 10,12.92 400 HERTZ & 28 VOLT D.C. POWER 21-04-IA11 IAII PARTIAL FLOOR PLAN ORIG 10.12.92 C 21-04-1Al2 IAl2 PARTIAL FLOOR PLAN ORIG 10.12.92 10.12.92 21-04-1A13 1A13 PARTIAL FLOOR PLAN ORIG 10.12.92 (die 21:04-IA280 1A280 PARTIAL REFLECTED CEILING PLAN ORIG 10.12.92 ____ _ 21-04-E1 21-04-IA281 IA281 PARTIAL REFLECTED CEILiNG PLAN ORIG 10.12.92 EA !E10 21-04--1A282 1A282 • PARTIAL REFLECTED CEILING PLAN ORIG 10.12.92 10,12.92 21-04-IA283 IA283 PARTIAL REFLECTED CEILING PLAN ORIG 10.12.92 21-04-1E!2 21-04--A160 A160 PARTiAL ROOF PLAN ORIG 10.12.92 21-04-1E13 21-04-1E60 21-04-A161 A161 PARTIAL ROOF PLAN ORIG 10.12.92 206Y/120 VOLT POWER 21-04-A162 A162 PARTIAL ROOF PLAN ()RIG 10.12.92 ORIG ORIG 21-04-A163 A163 PARTIAL ROOF PLAN ORIG 10.12.92 1E63 ?I-04--A200 A200 DETAILS & SECTIONS ORIG 10.12.92 208Y/120 VOLT POWER 21-04-A201 A201 DETAILS & SECTIONS ORIG 10.12.92 480/277 VOLT PQWER 21-04-A350 A350 DOOR SCHEDULES ORIG 10.12.92 480/277 VOLT PG/ER 21-04-A500 A500 SHED PLAN/DETAILS/SECTIONS ORIG 10.12.92 480/277 VOLT POWER ORIG 10.12.92 Ie I. 21-04--1E210 1E210 CMCS PLAN ORIG 10.12.92 21-04-1E2ii 1E211 CMCS PLAN ORIG 10.12.92 21-04-E500 [500 SHED LIGHTING DETAIL ORIG 10.12.92 I:1 ci 0 21-04-E501 2i-04-E510 E501 E510 DETAILS ORIG 10.12 92 PARTIAL SITE PLAN ORIG 10.12.92 2I-04-E520 E520 LIGHTING DETAILS ORIG 10.12.92 CIVIL/STRUCTURAL 21-04-0500 C500 FIRE WATER DETAILS ORIG 10.12.92 2I-04-S2 S2 STRUCTURAL GENERAL NOTES ORIG 10.12.92 I:) El a c CI la CI 21-04-SI60 sT60 PARTIAL ROOF FRAMING PLAN ORIG 10.12.92 21-704-S161 S161 PARTIAL ROOF FRAMING PLAN ORIG 10.12.92 21-04-SI62 S162 PARTIAL ROOF FRAMING PLAN ORIG 10.12.92 21-04---S163 S163 PARTIAL ROOF FRAMING PLAN ORIG 10.12.92 2I-04-S280 S280 SHED FOUNDATION PLAN AND SECTIONS ORIG 10.12.92 21-04-S500 S500 ROOF FRAMING DETAILS ORIG 10.12.92 2I44-S501 - 5501 SHED PLAN, ELEVATIONS, SECTIONS AND DETAILS ORIG 10.12.92 I .. __ ....bompoy_ mkomeenMuwinolwamsepa.•■■■•* w7.11...I.M....... INDEX OF DRAWINGS INCLUDE IN I SET 1 SHEET NO. .........____ DRAWING TITLE REV DATE DRAWING NO. ELECTRICAL. MECHANICAL e 121-004-2001 E-9DR GROUNDING 2104-1M13R 10,12.92 *To 121-004-2001 E-IOR LIGHTING ________ RFMI3R 10.12.92 UT:004-2001— 7 E-IIR LIGHTING IMII2R .2. 10192 2 10.12,92 • 0 121-004-2001 E-12R LIGHTING IM103R a 0 121-004-2001 E-13R ' LIGHTING G 10.12.92_ 121-004-2001 E 120/208V POWER 13 10.12.92 0 171-004-2001 E.• R 120/208V POWER 21-04-M3 10.12.92 0 121•004-2001 J2R 120/208V POWER M 10.12.92 0 121-004-2001 L--33R 120/208 VOLT POWER E 10.12.92 ci 0 121-004-2001 E--53R 277/480 VOLT POWER K 10.12.92 121-664-2003 E-53R 277/480 VOLT POWER A 10.12.92 * 121-004-2001 E-72R 400 HERTZ & 28 VOLT D.C. POWER A 10.12.92 • 121-004-2001 E-73R 400 HERTZ & 28 VOLT D.C. POWER J 10.12,92 121-004-2001 E--131R SECTIONS & DETAILS C 10.12.92 121-004-2001 Ic I io 1, t � E-134R DETAILS - CABLE TRAY B 10.12.92 121-004-2001 E-135R DETAILS 21-04-IM261 10.12.92 (die ;21-004-2001 E-136R INTERCOm/SOUND MASKING SYSTEMS C 10.12.92 ____ _ 21-04-E1 E1 LEGEND ORIG 10.12.92 2I-04-E4 21-04-1E10 • � I i f l ' t i I � �1G t EA !E10 ONE LINE DIAGRAM ORIG 10.7.62 LIGHTIN6 ORIG 10,12.92 21-04-1E1! 1E11 4; LIGHTING ORIG 10.12.92 21-04-1E!2 1E12 LIGHTING ORIG 10.12.92 I. Ii ii 21-04-1E13 21-04-1E60 1E13 LIGHTING ORIG • 10.12.92 1E60 206Y/120 VOLT POWER ORIG 10.12.92 21-04-1E6i 1E61 1E62 208y/I20 VOLT POWER 208Y/120 VOLT POWER ORIG ORIG 10.12.92 0 21-04-1E62 10.12.92 co 21-04-1E63 1E63 208Y/I20 VOLT POWER ORIG 10.12.92 21-04-2E63 2E63 208Y/120 VOLT POWER ORM 10,12.92 * 21-04-1E110 1E110 480/277 VOLT PQWER ORIG 10.12.92 1 21-04-1E111 1E111 480/277 VOLT PG/ER ORIG 10.12:92 • 21-04-1EH2 !EI12 480/277 VOLT POWER ORIG 10.12.92 Ie I. 21-04--1E210 1E210 CMCS PLAN ORIG 10.12.92 21-04-1E2ii 1E211 CMCS PLAN ORIG 10.12.92 21-04-E500 [500 SHED LIGHTING DETAIL ORIG 10.12.92 I:1 ci 0 21-04-E501 2i-04-E510 E501 E510 DETAILS ORIG 10.12 92 PARTIAL SITE PLAN ORIG 10.12.92 2I-04-E520 E520 LIGHTING DETAILS ORIG 10.12.92 INDEX OF DRAWINGS INCLUDE' IN SET DRAWING NO. SHEET NO. DRAWING TITLE REV DATE MECHANICAL 10,1275Z . 2104-1M13R IMI3R HVAC REMOVAL PLAN ORIG 0 21-04--RFMI3R RFMI3R ROOF HVAC REMOVAL PLAN ORIG 10.12.92 0 2i-04-1M112R IMII2R PIPING REMOVAL - FLOOR PLAN ORIG 10.12.92 0 _ 21-04-IMII3R IM103R PIPING REMOVAL -FLOOR PLAN OR1G ORIG 10.12.92 0 21 MI SCHEDULES 10. 12792 • 121-000-4101 MI SITE PLAN A 10.12.92 0 21-04-M3 M3 SITE PLAN ORIG 10.12.92 * 21-04-1M10 IMIO HVAC PLAN ORIG 10.12.92 0 21-04--IMII IMII H'/AC PLAN ORIG, 10.12.92 0 E 21-04--1M13 21-04-1M12 21-04-1M60 1M12 HVAC PLAN ORIG, 10.12.92 ORIGI IMI3 11460 HVAC PLAN HVAC NA1URAL GAS PIPING PLAN ORIG 10. 12.92 0 21-04-1M6I 1m61 HVAC NATURAL GAS PIPING PLAN ORIG 10.12.92 0 21-04-4462 1m62 HVAC NATURAL GAS PIPING PLAN ORIG 10.12.92 • 0 21-04-1M63 1M63 HVAC NATURAL GAS PIPING PLAN ORIG 10.12.92 21-04-IM260 1m260 PARTIAL FIRE PROTECTION PLAN ORIG 10.12.92 ORIG 10.12.92 0 21-04-IM261 1M261 PARTIAL F1RE PROTECTION PLAN 0 21-04- 1M262 1m262 PARTIAL FIRE PROTECTION PLAN ORIG 10.12.92 0 21-04-IM263 1M263 PARTIAL FIRE PROTECTION PLAN ORIG 10.12.92 ORIG 10.!2.92 e 21-04-M500 M500 MISCELLANEOUS DETAILS 0 21-04-M501 M501 DErAILS ORIG 10.12.92 • t 31 f,.■.5 , • • 4 r ow......................!•••••••■•••••■••■••••■•••■•■••••■•••••■•••••■■•••• Ow. ISSUE LEGEND NOT YET ISSUED PREVIOUSLY ISSUED, NOT IN THIS ISSUE IN THIS ISSUE PREVIOUS PROJECT, NOT '�r ISSUED FOR CURRENT PROJECT PREVIOUSLY PROJECT, NOT REQUIRED FOR CURRENT PROJECT ...■■■■■•••■••■••■■• STU ••■■■■••■■••••• REVISION 4 a P AC ii FACILITIES DEPARTMENT D AUBURN, WA. 98002 O BELLEVUE, WA. 98007 D EVERETT, WA. 98201 D KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 IN SEATTLE, WA. 98124 5 41,15. 5 M 0 • ,..."4 5 5., , • " ' •••• • • , „. ACCEPTABILITY THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED APP ROW D 81' DEPT. DATE , • ' • - • • • .,; Ittm G. MILLER J. WALLAC MILLER :. s,.- - '...-::':.....4,:' '..,.-...' : .. . ' ' . 1%.... ,‘ -' .,, ' ''' 4 2 ' .-..;!:- ..''''," ,t; ' ' ' .Z t , ' ` .kl . ,'.-..:.,; i.... Y.:: ;<,..,,::-,-4-- ., : '',C‘. 'r'''. 0 °1'?. . :.. ; '. ' ■ i ' 1 1 ' .i'7..- irf..... . .,, :v t ri!jiii . i . .1? .. f''::. : ''cl:." !!, ....::',4 !'''' 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MM 1 2/06:24 0 :9: 094 NO. 2 127017/DCA-9-92045 D ; C :_297072.1■1 _21 —04— / I - -Ng ; K S.1 +. .',..1 .K +x1G,.r,:e...r+.a s:.: ,.;:.u°L..:.n.�Y,ii- ._�:.t . «. rSR. ... ., .�s .Y,i,✓.:;•w..,.ti -' N89'16'15 "W 190.00' S 87' 30' 37" E BUILDING 21 -02 BUILDING 21 -03 100.11 014a :_... 726.40' S. 120TH PL. 0 OalseS omit 90'- TUT [Lill III I.UMW I_LI.L S 89' 16' 15" E 559.99'° rn en c �, SITE PLAN SCALE: 1 = 100' - -0 BUILDING 2.1 -01 N 88' 11' 23" V 474.0,2' 20' -0" r `' '3 i y•' r }(. �� .. „ �. ". +•. ..y .. :• ✓ _.� is i' r w >c M ,, :a �- LS r > 11I1I 11!1111 �I !I!IlIIIlI III! I t Fi'`Ir 1I I i! 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A. ._' .....f r ... _.� .......... ... ... _ - ..... ...L /...l:Z ... ..... �. �' .. ....'. ..... ' .!: +�'14 " a. .. . .. ..... lA'V � ' �S: •.- 5. O HM .i_ f. /,.. a .. .✓f... .� .. .t ......n ... .: a - rkt�Jf f S. 124TH ST. N 28' 00' 23" W 104.42' N16'59'11 "W 100.50' N 11' 16' 3.3" W 13.2.8' O AUBURN, WA. 98002 O BELLEVUE, WA. 98007 �.�'' 0 EVERETT, WA. 98201 FACILITIES DEPARTMENT 0 KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, .WA. 98055 MI SEATTLE, VGA. 98124. Y,L.CiY'� 1 5 , , 90 Rf,cisTr `. JAY S. t'Ai iACE '; he V A` i ��. ACCEPTABILITY I LLER ' � G r� THIS DESIGN AND /OR CHt,„E6" SPECIFICATION IS APPROVED �1_ , `VALLACE APPROVED BY DEPT. DATE G MILLER LEGAL DESCRIPTION LOTS 1 TO 16, VACATED BLOCK 3 AND LOTS 1 TO 8, VACATED BLOCK 4, IN THE PLAT OF RIVERTON, BEING A REPLAT OF RIVERSIDE INTERURBAN TRACTS, RECORDED IN VOLUME 13 OF PLATS, PAGE 36 IN KING COUNTY, WASHINGTON: TOGETHER WITH THE PORTIONS OF 34TH AVENUE SOUTH AND 123RD STREET WHICH ATTACHED TO SAID LOTS BY OPERATION OF LAW; ALSO THAT PORTION OF GOVERNMENT. LOT 15, SECTION 10, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1 (SR 599) WITH THE WESTERLY MARGIN OF EAST MARGINAL WAY IN THE NORTHWEST QUARTER OF SAID SECTION 10; THENCE SOUTH 16° 29' 05" EAST ALONG SAID WESTERLY MARGIN 534.84 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 78' 43' 27" WEST 415.05 FEET; THENCE NORTH 87 30' 37" WEST 726.40 FEET 10 THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE SOUTH 01° 48' 37" WEST ALONG SAID WEST LINE TO THE NORTH LINE OF THE AFORESAID PLAT OF RIVERTON; THENCE EASTERLY ALONG SAID NORTH LINE TO A LINE PARALLEL TO AND 820 FEET FROM THE WEST LINE OF SAID GOVERNMENT LOT 15; THENCE NORTHERLY ALONG SAID PARALLEL LINE 376.01 FEET TO THE NORTHWEST CORNER OF THE TRAVERSO PROPERTY AS DESCRIBED IN DEED RECORDED UNDER FILE NUMBER 5612479; THENCE EASTERLY ALONG THE NORTH LINE OF SAID TRAVERS° PROPERTY 474.74 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE NORTHERLY ALONG SAID WEST MARGIN TO THE POINT OF BEGINNING. W. IJ fPPR HE D M { SUBTITLE TITLE ri 10 12,92 ARCHITECTURAL MASTER COL LE FOR LEGEND SYMBOLS SEE SHEET G1 GENERAL NOTES: 1, FOR GENERAL NOTES SEE SHEET G 1. CONSTRUCTION NOTES: • KEY PLAN SCALE: NONE SITE PLAN AND LEGAL DESCRIPTION BUILDING 21 a4 CITY r is T! !KIM- G1 OCT 23 19 D.0 LAST REV SLON SHEET �� n,iedFL 1_1 al Ur I U��,v APPR ttoi "3 '1992 NS 1��J ► r_U DIVIStOi BE&C ENGINEERS DAR G3 JtliI3 NO. COMP NO. 127017/DCA -•9-- 92045 92094 DWG N4. 21-04-G3 294A003N . __._ � w.. wGMM/10.05,92/10:28_ ✓ w. 4. iu" d�( id .l�/w�Y�.�S>a�.Ni�.:i'- .NC$4•.4 N+ 1 • . 7 • ••-•- ••••.”•••• FOR EXTERIOR SHED AND SLAB DETAILS SEE 1 G4 A500 G4 S501 GAS280 FOR EXTERIOR SHED AND SLAB DETAILS SEE r G4 A500 G4 S501 G4 S280 NO WORK THIS AREA MATCH LINE MATCH LINE •••••=41.111441•MOIM • MATCH LINE 11E2 NM UTILITY SHED [To D STORAGE 4 AREA 1,4•111.0111■1■11...MINI 1 ST9 GE FEtto- 1 I 1 I i i ir FE 1 I LIVi ' F - 2 1 1- F1 1---1 'Hi HI 1 1 1 1 , e, ... ....,..4...„ .,...L. 4.1 . • i '. * - T 1 , Cill, N, I Ill i },H F'.0411 HI H 1 H.1 H 1 • 1, 04 VW& ! i t i •••• i,••• i •I .... I I r F.0 1 1 l I 1 -'''' l [ 14 I ' ' 'I' • '''''41 •-••147. "---- EIRE EXTINGUISHER - TYP 1 i - T I-- ' - L---- --- , 1 -/------ .....,, 7-1- i t 1 l-11 1.-44-,1 --11,--1 1,--i! ■ J , i I-0- -9t-• - f ° '''" . 1 t - f - ) ' .4 1 ' - MATCH LINE i--1 7.:,1" ---:- T hti - t - t,... roragelmrearomesorana smis 444 nommormegale was opal IM 41.1 Mar •11.01110.0••••• i 1,.. 1 A - f•-• i .-------- ! 1 - 1 ---- STORAGE RACK - PIT ;1 '1 1 I .. 1 " - I :: .„,„, 1......_ ...r.: „..., .--- 1...._ , N OWNER PROVIDED OWNER INSTAL LED .....,--- - , -......i... . 1 ; I I i Lij. L. ..._- , , , ...........„ - • • - 1 4 I.... . 1...,. _. ...........A ) '7_7 --. - 7 I - ___... - 1 ',... 7.7"." , I ..: .___ 1. , . t) ... 1 ,./. Ti, --- . - - 11...._‘,..,1„,„ .. 1,1 I 1 • I I I , ' . -- ......1. - .1i -...; _. _i - ._ - _ - _1L --..•. .... : li { ft• ----- i J-.--i---!--T-' . 1 ---- -- - 01 !I I: - , 1 • - 1 i -. - I 1 o f1 •1 --- - j• • • - i - - - - • -- li IFE01 - 1 1 1 I i 1 il I I ' i ll-i', LC! .. ... • • . - --. I ^- - '- -- -J 1 II II i i! 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CONSTRUCTION NOTES: KEY PLAN SCALE: NONE CITY (;:"F OCT 2 3 1992 ik?" 1°1 1 ) , 1,b l i.. 3 0 1.. 1 1 :-. 1 9 1 : 10 6 5 G4 BE&C ENGINEERS ATE ju'6.127 COMP 910Y4 [LC. DWG N°' 21-04--G4 294A004N GMM/10.08,92/15 I • . • • - *.A41•+t 0•••4` I. • ...I.:, • . -Ng • , •■•;". • b • ' ' • ';.. • • , • • . •■•••••••••■•,•••••••••••■••••■ • ••••••••••*•••••• ••,...•••••••••••••••••*• NO WORK THIS AREA MATCH LINE STORAGE AREA I • 1 0 1 •••••••••comuscsam.a. -- ons assomesm••••••wara. Ns In. MATCH LINE MATCH LINE STORAGE AREA 101F5 OFFICE AREA poiA73.— ••••••••••••••••••••••110 VIM OMI• ••••17 P.M. •NR.IN UTILITY SHED LIO1A10 STORAGE AREA 101F9 I ii 1.••••••••••00.0000.0• 00 • 00.••• • •••••••••••••••••• , • r I • • • • •,-.- 4-; - • . . • • • • .11 • ." • • 0 11 • • •••••••*•-•••••• / \ ( ) (B) ( C ) c D) c E,) (F) •(6) (H) ( o , — \,.. ... ,.. „....... ..._ , / \,..„.., .. ...._, 1 i I 1 1 „ .,,, • --,,, ..e9- , 7 » 1 1 Z. 1 . • i I l ,-) , --.) . 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SEE QUADRANT DRAWINGS FOR SCOPE OF WORK. CONSTRUCTION NOTES: KEY PLAN SCALE: NONE M ; I! A OCT 23 1392 BE&C ENGINEERS -- PRT - oL — roxiv — LAST REVISION SHEET 05 or --r— t/06 NO. COMP NO. 127017/DCA-9-92045 92094 COL 1-K/1-11 D.C. OWO 21-04-G5 ., — 294A605N — GMMT1 0.06.92/13:25 4 „_ • r.. • 24' -3” Mil O.l Sr 91Wi fi! asa 1.LMYl11S .6.. W a1.YN.O - -I -.- WY OM — -MYSwMAr ".. 4fra Wis00 01w'rsrl.. ' — ". .e.sw. 11 III lit 11 '111 11I Il ilt 111 u___,__.. AM la REVISION APPROVED (;ATE • .,n. -_- -- or - in lit 111 111 lit 111 111 111 ill 111 } REYISION ED) am Tt1 .. _..._ -iv .n 111 u i 11 111 A; 11 111 III 11 •w• XL M' SCALE:1 8 = 1 BY APPROVED (A1E MATCH LI ( E) T AriM P lei a F ACILITlES 2 4 ' 1 4�.' . _ ,> 1 110'...0' MATCH LINE FOR CONTINUATION ISEE SHT 1A1OR PARTIAL FLOOR PLAN - REMOVAL E -- FOR CONTINUATION 1SEE SHT 1A1 2R > .r,i{ A ,• Y i 24' _3 WIRY OW. .M..r. IIMIIIMINAMIWIPPOINIONTOO r.l'a1MH/1ii_s NOD Ill P!/r —.--- .rMi 1. M aI, O AUBURN, WA. 98002 O B E LLEVU E, WA. 98007 O EVERETT, WA. 96201 O KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 a SEATTLE, WA. 98124 24' .3 oasomseerwswas w sr .r.r___r_i_seasi rw 1 4 - -0 1 /, .rrl srwa.w.waolr.'a.l lll.a ,�.•d. >..r..W.,...1 — a.. .,b. ,MM ww f t ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED MINK BY - G. MILLER LRECKEr J. WALLAAE MILLER \.rs. 1.1.111ROMMIMMORSININft Or rN IMMIVIWIMMUMMOIWINWI W WM MWNIM MMW. I ..OII Ma W,HE,KK APPR 1,E;b M. SCHUI Z 10.12.92 20' 2 3/4" Air S TITLE - e.r- ./00...74..8.a..7, luso ,..•.,..�..... ARCHfl ECTURAL MASTER COL A-- K/4 - Ie THS INCH oc 6e Ele LZ 9 5Z 9Z ' EZ Z 1111111111III1111111illll ,IIIIII111111IIIIIII11111! 11111111 II611 . h . l111111i1l1 ) f IIijI�IIlfl�:h�l 1rJl . .1 1( 1'I 'I1 1EIIttvII1r1Iil1 ;11 if ! Ill 1, pH ( 3 4 5 6 7 NOTE: I! the Microfilmed document is less clear than this notice, it is due to the quality of the riginal document. lZ Oz Lt 91 St +7t Cl Z;. LL Ol, 6 1I IIllll�llll �1111111� 1i!11! llllllll �ll JlJ 11�! IIl� illllllilllli l�llil�ll ll�1111111I111111�11�11 i1lIIIIIIIIIIIIIIlI1iilll d1t1) jl�II 1 I 1� I jI lI111111111111111111 11 I 11 LADEINoERAWN • 1 ( K ) • I t � PARTIAL FLOOR PLAN - REMOVAL BUILDING 21 -04 3 .E END: FOR LEGEND SYMBOLS SEE SHEET G i . GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET G1. 2. BAND AND PALLETIZE ALL MATERIALS DETERMINED SALVAGEABLE. COORDINATE WITH CONSTRUCTION MANAGER FOR PLACEMENT OF PALLETS ON SITE FOR TRANSPORTATION OFF SITE BY OWNER. 3. REMOVE AND PALLETIZE APPROXIMATELY 30 "AMEREX HALON FIRE EXTINGUISHERS" AND ALL ASSOCIATED COMPONENTS FROM STORAGE AREAS. CONSTRUCTION NOTES: DISASSEMBLE AND PALLETIZE METAL STORAGE RACK (APPROXIMATELY 4'-O "x14'- 0 "x18'_.O ") AND ALL ASSOCIATED COMPONENTS (8 UNITS THIS DRAWING). PALLETIZE. LIKE COMPONENTS TOGETHER, DO NOT MIX DISSIMILAR ITEMS. REMOVE ALL MISCELLANEOUS ANCHOR BOLTS. `J CITti 1' , 1i1 A OCT 231992 D.C. 1A11R BE &C ENGINEERS SYMBOL - E LAST REVISION SHEET JOB NO. COMP NO. 127017/DCA-9-92045 92094 DWG i40. 21....04- iA11R 294A011 Z GSM/ 10.05.92/15 :48 i....'.:wu�rr < /..v..:.:.i. ,f�,�v iii =+ J. a...;i...uw_ � -+w J. w.. _.L... w .ai:.r.. - ..r'nvw..aty) �+.,.. wMa:.'. ,....+....:i'. ..'.ri • .wn'D .:i I.ar rslr. rli�.- s�- .'..w+kN,�]k{ -... 'f a ■••■r war■■•■ *ow* br■■••r. ftwon..**.- w■....*e.n-••■■■■■•■*••*.namo+w• 20' - 3" 24'-3" f 24: -3" REVISION ONSIMAINIVOMMIWINIOIM 44.4/ 0 EI3 OM Min VSANNOWINIAJONWM-11111•••• WM APPROVED 111116 OMNI SIIIIMNISIONEWIalhalrAna MO NM IIRMOORAIAMOCMCNIMICLIE .11[1. MO 1 1 REVISION Marl. .1 WO, 111.11•111MIMBOVINIM■e• 011,10.0 •••■■•••••••=1M4MMO th -4-- 111■114 0001.1110AMMIVIRIAddIPGIN 189'--9 1/4" MATCH LI E FOR CONTINUATION SHT IA115 - ••••■••••61IPMNIIIKIIINKO OM 411. ere 1 ti 1 111 111 111 111 111 111 111 11 111 111 .6=2 II I.. 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HENCKLI r1 VI 10 12 92 sue r!TL . 3'174*, co Cfi (0 • LEGEND: PARTIAL FLOOR PLAN - REMOVAL BUILDING 21 KEY PLAN SCALE: NONE • crr • 0 y (, - OCT 2 3 1992 ARCHITECTURAL MASTER COL A-J/6-B DC . FOR LEGEND SYMBOLS SEE SHEET G1 . GENERAL NOTES: 1. FOR GENERAL, NOTES SEE SHEET G 1 . 2. BAND AND PALLETIZE ALL MATERIALS DETERMINED SALVAGEABLE. COORDINATE WITH CONSTRUCTION MANAGER FOR PLACEMENT OF PALLETS ON SITE FOR TRANSPORTATION OFF SITE BY OWNER. CONSTRUCTION NOTES: DISASSEMBLE: AND PALLETIZE METAL STORAGE RACK (APPROXIMATELY 4'- 0" x 1 - 0" x18'-0" ) AND ALI. ASSOCIATED COMPONENTS (15 UNITS THIS DRAWING). PALLETIZE LIKE COMPONENTS TOGETHER, DO NOT MIX DISSIMILIAR ITEMS. REMOVE .ALL MISCELLANEOUS ANCHOR BOLTS. DISASSEMBLE AND PALLETIZE METAL SHOP FENCING (APPROXIMATELY 10 x60'-0" LINEAR FEET THIS DRAWING) AND ALL ASSOCIATED COMPONENTS. PALLETIZE LIKE COMPONENTS TOGETHER, DO NOT MIX DISSIMILIAR ITEMS. REMOVE ALL MISCELLANEOUS ANCHOR BOLTS. D:> DISASSEMBLE AND PALLETIZE METAL STAND-ALONE OVERHEAD CRANE AND ALL ASSOCIATED COMPONENTS INCLUDING GROUT AT FLOOR (6 UNITS THIS DRAWING). PALLETIZE LIKE COMPONENTS TOGETHER, DO NOT MIX DISSIMILIAR ITEMS. REMOVE ALL MISCELLANEOUS ANCHOR BOLTS. SHEET LAST REVISION 3E&C ENGINEERS 1Al2R .10t3 NO. 127017/MA DWG P40. 21-04-1Al2R 294A012Z GMM/10.05.92 15:49 0 SYM REYISiON 7:47 20 w OM s1112■,c +++ane — sr. r __ ... T.\\, ________f r 771 MOIL MS 0 0W 000, Idilla1•■ SIN r w tam weameraaroomarave 0W new w 0 •r ,r, „, 4 ' - PARTIAL FLOOR PLAN - REMOVAL FACILITIES DEPARTMENT MATCH LIIE ._ FOR CONTINUATION 1$Ef SHT 1 Al2R ,"w _.• 0 0 ,_ w/, ter► w — ..�0 1 3 -' 24' - -,5„ 180' -0 1/4” 'rt I f 11 11 11 , 11 11 11 11 11 11 11 1 11 11 u iF) -r — Lt_ 1\ ! I I I I - I I I I I 1 I 1 C: AUBURN, WA. 98002 O BELLEVUE, WA. 98007 ;.., .....,., 0 EVERETT, �I r , �i'1g:I; WA. 9820 �i t• ' : � r � -- 0 KENT, WA. 98031 ti ,'; v ,�v�: O PORTLAND, O,R. 97220 n.L OF t`..1511 t, =nN el 0 RENTON, WA. 98055 _ :��~� SEATTLE, WA. 98124 ;" ?f r) icy ! i • a . :!s .,.., w O "- . 0ms MI :0O aemn�aR>roem nrsFs I 1 ,1 1 �1 1,, Ih 1„ r, 1 ;1 1 `I ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVEi BY DEPT :... ,. :: �. ,, err.. .. _. -:... ....- . -... .... ... ,.� - v .... • .d v � ( ( 24' 3" 24 0 1/4" i - - 1f IVLI) W. HE..NCK L A M P . R SCHOLZ .� of,.1 AMP O. 4. r1 SUBTITLE wia:0~1.N0000w•1111 s RPM •vtYr>gw...+• ."y w )) RE OVAL 10 12 9L ARCHITECTURAL MASTER i e • ...= h' 1, ; '.,Yt �x.,'•r1J'r; �� :1� •t, . �� �`�'.G !k. II ci,. 111111111 f ��'I1 "�!`f i� . �f� �I fIf i` 1 !F !� (' �I�1 11f f . I : . i�(� � t i1 11' NOTE: if document is less clear than this notice, it is due to the quality of the original document. Oc 6Z se LZ 9Z 5Z 4 7 - e ' CZ 'LZ IZ 02 6L 81 Ll 9L 9L VI CI ZL II o f 6 8 11111 11111111111111111111111111111111I11111111111111111 I 1111, 11111[1111111 l+Ii1111111ll11111lI� 1111 11111 - 1111111111 !!!l 1111 1111111 111 1111111111111111111111111111111111 !11I!f 111 . . : ; : ��,. -� . : . .:l :. ! �.J. a' ' /.; •., :�'. - _. ., ...- v..r ... . . ,. _ :.. ......... ..: 1: ... ... >- ..ni�W .�iAv£ria 9 •I 10 9 !! £ L "w n lIl �llilillllllllllll! iliilliiltllllii�lllifl 11111111�i1ii11111�1!111 k+VM�yn/; - ..:K:,gy.Y,C� rt'4A)`+ I.f..i,'•�i.., M. Sl•+' E 'o`?+{a.l+� Viet[ 4. 7.. i• I��. R�MVMVY��l1k 1C! i+ Nf �� BUILDING 21 -04 COL A— J/9 -11 LEGEND: FOR LEGEND SYMBOLS SEE SHEET G1. GENERAL NOTES: 1 FOR GENERAL NOTES SEE SHEET G 1. 2. E3AND AND PALLETIZE ALL MATERIALS DETERMINE D SALVAGEABLE. COORDINATE WITH CONSTRUCTION MANAGER FOR PLACEMENT OF PALLETS ON SITEr'OR TRANSPORTATION OFF SITE BY OWNED. CONSTRUCTION NOTES: G! REMOVE AND PALLETIZE METAL STORAGE SHELF (APPROXIMATELY 3'--0 "x3' --0 "x10'• -0 ") AND ALL ASSOCIATED COMPONENTS (0 UNITS TH1`; DRAWING). PALLETIZE LIKE COMPONENTS TOGETHER, DO NOT MIX DISSIMILIAR ITEMS. REMOVE ALL MISCELLANEOUS ANCHOR BOLTS. REMOVE VANGUARD WALL AND ALL ASSOCIATED COMPONENTS (APPRGXIIv1ATELY 4" x24' -•0" x10' -O" ) (4 UNITS THIS DRAWING). REMOVE ALL MISCELLANEOUS ANCHOR BOLTS. RETAIN FOR REMOUNTING (SEE SHEET 1Al2). [D> PARTIAL FLOOR PLAN REMOVAL REMOVE AND PALLETIZE METAL SHOP FENCING (APPROXIMATELY 10' -0" x170'• -0" LINEAR FEET THIS DRAWING) AND ALL ASSOCIATED COMPONENTS. PALLETIZE LIKE COMPONENTS TOGETHER, DO NOT MIX DISSIMILIAR ITEMS. REMOVE ALL ti1ISCELLANEOU S ANCHOR BOLTS. REMOVE AND PALLETIZE METAL STAND -ALONE OVERHEAD CRANE AND ALL ASSOCIATED COMPONENTS INCLUDING GROUT AT FLOOR (APPROXIMATELY 2' -0" x2' -0" x2" ) (8 UNITS THIS DRAWING). PALLETIZE LIKE COMPONENTS TOGETHER, DO NOT MIX DISSIMILIAR ITEMS. REMOVE ALL MISCELLANEOUS ANCHOR BOLTS. REMOVE METAL BOLLARD AND BASE PLATE (4" DIAME TERx4' -0" CONCRETE FILLED) ( UNITS THIS DRAWING). REMOVE ALL MISCELLANEOUS ANCHOR BOLTS. REMOVE METAL STUD, GYPSUM WALLBOARD, GLASS AND WOOD WAINSCOT WALL AND ALL ASSOCIATED COMPONENTS (4" x300' - 0" x27' -0" ). REMOVE ALL MISCELLANEOUS ANCHOR BOLTS. REMOVE METAL - FABRIC CURTAIN AND ALL ASSOCIATED COMPONENTS (1 UNIT THIS DRAWING) (APPROXIMATELY 2" x80' -0" x 0" ). 13 REMOVE GROUT AT FLOOR AND (APPROXIMATELY 2'- 0 "x2'- 0 "x2 ") (16 UNITS THIS DRAWING) ALL ASSOCIATED COMPONENTS. REMOVE ALL MISCELLANEOUS ANCHOR DOLTS. REMOVE AND PALLETIZE ROLL -UP COILING DOOR AND ALL ASSOCIATED COMPONENTS. (APPROXIMATELY 12' -0" x12'- 0" ) 1 UNITS THIS DRAWING). PATCH WALL OPENING (5 PLACES) (APPROXIMATELY 2' -0" S.F.) GROUT FULL DEPTH, PAINT EXTERIOR SURFACE To MATCH EXISTING. SEE MECHANICAL FOR REMOVAL. PATCH AND PAINT WALL TO MATCH EXISTING (5/8" TYPE 'x' WITH BLOCKING) (APPROXIMATELY 3' -O" S.F. PATCH AND 40' -0" S.F. PAINT). SEE MECHANICAL FOR REMOVAL_ CA` iKf I 1Al2R 1A1OR 1A11R KEY PLAN SCALE: NONE ljTv c . +; ‘r ,q1 A OCT 23192 D.C. - I \ LAST REVISION SHEET Boa No. 12.7017 DCA -92045 DWG NO. 21 -04 -1 Al 3R BE&tC ENGINEERS SYIA of DATE 294A013Z — GMM/10.05.92/15:52 SYM l!`;/". �" + �5{$ xia, s. R, .g,�:n;f1fiF',(uv- ri'.+11V%'ti+'+r �5R[!i ✓til�kdi'1�;3. tie: Cr. �?+' r` �`> d.'(, srir� :�;�'i'r.'�:+:5drft%:s.:_•: J J aw.......... r 1 1 W 1 row 1... _n__ vas .O ........asaa wm.li1 ...M ism .1.n..�f.mii.. t,. s?rista:>'^'.+ �2 `t ✓��r.�''s:n�i�c�::'i,� &da -!', . +..viaf.'...:s : k6.± �#'..... d:...d�:,..._:�C../ -L.'. 24'- 3" �. r T V J :r. 24 - -S' - .M II..YYt.Fn011/10111Y10q _r a _ .c.o.mv.wa.ww...e Pin ..w. BY APPROVED DATE PARTIAL FLOOR PLAN ..Y Y. EoNTINUAT MATCH LINE w FOR ON STORAGE AREA i 101F2 AterafriE FACILITIES DEPARTMENT 1 ‘\, r .. • 24'-. 3" !M 1..111111.1gIAeOf..OM..M O. •A SHT 1A11 1A1O A200 TYP 4 O AUBURN, WA. 98002 O BELLEVUE, WA. 98007 O EVERETT, WA. 98201 O KENT, WA. 98031 O PORTLAND, OR 97220 0 RENTON, WA. 98055 ▪ SEATTLE, WA. 98124 3 " r s . ., ._ fit. . -. ✓ -.I _ ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY G. Mi�ER BMW -r J. WALLACE :J TILE SUBTITLE 1: _WAL CE .f_.c . W._KKK EL 4r �' ARCHITECTURAL MASTER M. GPiOLZ___. 10.12.92 ✓ :/""• . l V;;; � r 1 1 1 1 1 1 111 1 �fIlII, 111� 111�1IliIIli111�II1i111�LIIiIIi , FI 0 Id THSINCH 1 2 3 0€ 6Z ee GZ 9Z GZ 4 7Z £Z ZZ LZ 02 6L 81 L 91 GI ail E L zL I u 01, 6 11 111111il1!ILIII!IIIII IIII Ii1IIIIIIIIII111IIIIIJIIiI1tJillilllll 40 L li1)11 !1lli111lil1Illlb 11diju lliilllillillitIIii11111I1 l411116111111 IT111ll11lilLllllllllllllllll Vii„ L L A. 1 II 1I 1 (i1 {1 ( I 1 . � II 1 1 1 1, 1(i1� I t 1!! 11111111111111 ` III I l O i � 9 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the luriginal document. 11 W1111111111111111 I 1 1111,11 9 t 10 11 W OER"" 12 1 c Z ww t 1111 ii 11111 11 1 Ii1111111 11111111i111111111lllll llli111111 E FE PARTIAL FLOOR PLAN BUILDING 21O4 COL A- -K/1 -3 LEGEND: FOR LEGEND SYMBOLS SEE SHEET G1. _GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET GI. 2. STORAGE RACKS ARE OWNER PROVIDED - OWNER INSTALLED UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES: 1. PROVIDE AND INSTALL SEALING TAPE TO EXISTING VINYL FACED BATT INSULATION AT PERIMETER OF BUILDING. PROVIDE 1,000 LINEAR FEET OF SEALING TAPE THIS DRAWING. INSTALL AT LOCATONS DIRECTED BY PROJECT MANAGER. 111> PAINT, PER THE SPECIFICATIONS: 4" WIDE SAFETY YELLOW STRIPE (TRANSPORTATION AISLE). 3. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHER 10 POUND RATED 4A:6OBC (9 THIS DRAWING). FIRE EXTINGUISHERS SHOWN DIRECTLY ADJACENT TO HOSE RACK CABINETS SHALL BE MOUNTED ! %SIDE THE HOSE RACK CABINET. FOR MOUNTING SEE DETAIL 1A10 A201 i PROVIDE AND INSTALL.. BOLLARD (38 THIS DRAWING). SEE DETAIL 1A10 A2O0 [T) PROVIDE AND INSTALL BI PARTING STRIP DOOR (CLEAR WIDTH OF DOOR OPENING) SUPPORTED OVER EXISTING UPWARD ACTING SECTIONAL DOOR AND FRAME BY 4" "C" CHANNEL (INTERNAL MOUNT). TWO SUPPORTS ON EACH SIDE OF DOOR FRAME AND AT A HEIGHT NOT TO OBSTRUCT DOOR OPERATION. SLIDING TROLLEY TO EXTEND 6' -O" TO L:ACH SIDE OF DOOR OPENING. STRIPS TO BE CLEAR. 16" WIDE x .160" THICK WITH 50% OVERLAP AND SUSPENDED ON FULL WIDTH "j" HOOKS. (2 THIS DRAWING) (VERIFY WIDTH REQUIRED). SUPPLIER: PRIME SERVICE AND SUPPLY JOHN PUTT (206)823 -2479 KEY PLAN SCALE: NONE CITY C ;' ".„ .A OCT 2 3 1992 CITY o u D pP� MN 1319 '32 °i4-V Ik:� lVv - + 91f ` LAST REVISION SHEET 1A10 BE&C ENGINEERS SYmNt i I DATE JOB NO COMP NO, 127017/DCA --9 -92045 92094 rwc NO. 21- 04 1A1O 294A0101 GMM/ 10.0 .92 /OO6:36 __, 11 [ i 1 1 LI i J IL 1 L L - 11 ` I,, -arx 5 - E 20' -3" 24'•--3" WO OM 10441111q s* ss - yossss ls.... .#� T"- r �� nO 61,001• 0/10. r /OM MY REVISION C_a j 12'- 10" L , . s.� FE 1 l ek1 i A200 TYP E 1 - in I tz, fl MP- IMO IMNIOSINOMIIIIPOITIMMINKA APPROVED I ' • 24, 3" r REVISION 24 '3" NM ta osPN( .0.1 0 — — BY APPROVED PARTIAL FLOOR PLAN r 9t,, 11,1i 21 0 _ U„ MATCH LIE - FOR CONTINUATION ISEE SHT 1A10 gue“..6 also STORAGE AREA I11 01F2j STORAGE AREA 101 F5 e. 4 FACILITIES DEPARTMENT I, -t- , i • ■1 l_ _ ._ _ - -- -- —.._ �_! - tit �r .wM• p- Ih11.. _ Aw. m •,T. Wi :1�•..IC� .. . ... .,. _ .... . gale •f1.11O1ifeaMEMiniO , ..: m �. .... - . p... , YF,..r0441100110•i.l..-..i. -. .,... MATCH LII E - FOR CONTINUATION iSEE SHT 1Al2 — 00 161 01 0t alloinOYp/_ o601a — maw 0I _ M I -- 0 .— r - a to .e w• I pslowns WOO OM 7 1 __ 1 J r 73 AUBURN, WA. 98002 0 B E L_LEVU E, WA. 98007 O EVERETT, WA. 98201 O KENT,' WA. 98031 O PORTLAND, OR 97220 0 RENTON, WA. 98055 El SEATTLE, W.A. 98124 24' IT A I � D 7 ,, 6:'9 . fi GS111;ED •• kfi'N'CHITECI TAr S. WALLACE of 'wAsi- wiciou H ) ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED — APPROVED BY PC)El T. 24'...1 1/4" APP V D - . c HQz __ ( lam^ CK 20' - 2 ,S /4" • veR, vow i SUHTPTLI C)0 sz ae 12 9z sz 472 ' sz 4z iz U I Z 6 91 LI 91 GI 4 71. CI El 11 OT ,._ 6 1 ii1111IIIIIII111IIIIII11111111IIIJIIIII 1 ilii . I1111111111! 1 111111)11diinW )IiIJ uii.111ilitiI1 i it tIIIII I lilf it IIIIIIIIII i11ffi1 1ii,j itillllllt ijlill �I II I , I ,:.. ,... Il. .,. I : 11 1 ( 11 t .IIIIIII till I = II II : . 1 . 1 I ., lilt! . 3 4 5 C ' NOTE: If tho m icrofilmed document is less clear than this notice, it is due to the quality of the priginal document. s r " 111!II111111lllil 1lLIIIIIIIII!11111illillllliiil I�' �If I�iI III ,jIIIIII(�Ili 9 10 11 44)E II ORMAHY 12 ----- ---- -- PARTIAL FLOOR PLAN BUILDING 21 -04 1 Q.1 2 ARCHITECTURAL MASTER COL A-K/4-6 LEGEND: FOR LEGEND SYMBOLS SEE SHEET G1. GENERAL NOTES: 1. FOR GENERAL, NOTES SEE SHEET G I 2. STORAGE RACKS ARE OWNER PROVIDED - OWNER INSTALLED UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES: 1. PROVIDE AND INSTALL SEALING TAPE TO EXISTING VINYL FACED BAFT INSULATION AT PERIMETER OF BUILDING. PROVIDE 1,000 LINEAR FEET OF SEALING TAPE THIS DRAWING. INSTALL AT LOCATONS DIRECTED BY PROJECT MANAGER. =_> PAINT, PER THE SPE CIFICATONS, THE EXISTING GYPSUM WALLBOARD WALL AND COLUMNS COMPLETE (APPROXIMATELY 6,000 SQUARE FEET EACH SIDE). Crlrf''Ir)r 4TONS THE EXISTING I T G 3 PAINT, PER It-1F_ ;3r[��lrR4- \IV,vJ, inc �nlaiv WOOD COLUMNS TO A HEIGHT OF 12' -0" A.F.F., (SAFETY YELLOW) (APPROXIMATELY 50 SQUARE FEET PER COLUMN). �> PAINT, PER THE SPECIFICATIONS, 4" WIDE SAFETY YELLOW ;TRIPE (TRANSPORTATION AISLE). 1 PAINT, PER THE, SPECIFICATIONS, "DO NOT BLOCK WALKWAY", 8" HIGH YELLOW LLI I ERiNG, 1" STROKE WIDTH. ORIENTATE AS DIRECTED BY PROJECT MANAGER. C. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHER 10 POUND RATED 4A.:6OBC (9 THIS DRAWING). FIRE EXTINGUISHERS SHOWN DIRECTLY ADJACENT TO HOSE RACK CABINETS SHALL BE MOUNTED INSIDE THE HOSE RACK CABINET. FOR MOUNTING SEE DETAIL 1 A 11 A201 �>- PROVIDE AND INSTALL BOLLARD (68 THIS DRAWING). SEE DETAILS Al KEY PLAN SCALE: NONE 1A11 IA11 A20I ern` 'U A OCT 2 31.992 K 1 1 LAST REVISION SHEET 1A11 LE&C ENGINEERS Sv i & PAl£ OF J06 NO. COMP NO. V � 127017/DCA --9- 92.045 92094 D Dwc, No. 21- 04 --1A11 2944111 GM M/10.06.92/13:35_ 1 ___.,___ I _IL i I 1 ` I,, -arx 5 - E 20' -3" 24'•--3" WO OM 10441111q s* ss - yossss ls.... .#� T"- r �� nO 61,001• 0/10. r /OM MY REVISION C_a j 12'- 10" L , . s.� FE 1 l ek1 i A200 TYP E 1 - in I tz, fl MP- IMO IMNIOSINOMIIIIPOITIMMINKA APPROVED I ' • 24, 3" r REVISION 24 '3" NM ta osPN( .0.1 0 — — BY APPROVED PARTIAL FLOOR PLAN r 9t,, 11,1i 21 0 _ U„ MATCH LIE - FOR CONTINUATION ISEE SHT 1A10 gue“..6 also STORAGE AREA I11 01F2j STORAGE AREA 101 F5 e. 4 FACILITIES DEPARTMENT I, -t- , i • ■1 l_ _ ._ _ - -- -- —.._ �_! - tit �r .wM• p- Ih11.. _ Aw. m •,T. Wi :1�•..IC� .. . ... .,. _ .... . gale •f1.11O1ifeaMEMiniO , ..: m �. .... - . p... , YF,..r0441100110•i.l..-..i. -. .,... MATCH LII E - FOR CONTINUATION iSEE SHT 1Al2 — 00 161 01 0t alloinOYp/_ o601a — maw 0I _ M I -- 0 .— r - a to .e w• I pslowns WOO OM 7 1 __ 1 J r 73 AUBURN, WA. 98002 0 B E L_LEVU E, WA. 98007 O EVERETT, WA. 98201 O KENT,' WA. 98031 O PORTLAND, OR 97220 0 RENTON, WA. 98055 El SEATTLE, W.A. 98124 24' IT A I � D 7 ,, 6:'9 . fi GS111;ED •• kfi'N'CHITECI TAr S. WALLACE of 'wAsi- wiciou H ) ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED — APPROVED BY PC)El T. 24'...1 1/4" APP V D - . c HQz __ ( lam^ CK 20' - 2 ,S /4" • veR, vow i SUHTPTLI C)0 sz ae 12 9z sz 472 ' sz 4z iz U I Z 6 91 LI 91 GI 4 71. CI El 11 OT ,._ 6 1 ii1111IIIIIII111IIIIII11111111IIIJIIIII 1 ilii . I1111111111! 1 111111)11diinW )IiIJ uii.111ilitiI1 i it tIIIII I lilf it IIIIIIIIII i11ffi1 1ii,j itillllllt ijlill �I II I , I ,:.. ,... Il. .,. I : 11 1 ( 11 t .IIIIIII till I = II II : . 1 . 1 I ., lilt! . 3 4 5 C ' NOTE: If tho m icrofilmed document is less clear than this notice, it is due to the quality of the priginal document. s r " 111!II111111lllil 1lLIIIIIIIII!11111illillllliiil I�' �If I�iI III ,jIIIIII(�Ili 9 10 11 44)E II ORMAHY 12 ----- ---- -- PARTIAL FLOOR PLAN BUILDING 21 -04 1 Q.1 2 ARCHITECTURAL MASTER COL A-K/4-6 LEGEND: FOR LEGEND SYMBOLS SEE SHEET G1. GENERAL NOTES: 1. FOR GENERAL, NOTES SEE SHEET G I 2. STORAGE RACKS ARE OWNER PROVIDED - OWNER INSTALLED UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES: 1. PROVIDE AND INSTALL SEALING TAPE TO EXISTING VINYL FACED BAFT INSULATION AT PERIMETER OF BUILDING. PROVIDE 1,000 LINEAR FEET OF SEALING TAPE THIS DRAWING. INSTALL AT LOCATONS DIRECTED BY PROJECT MANAGER. =_> PAINT, PER THE SPE CIFICATONS, THE EXISTING GYPSUM WALLBOARD WALL AND COLUMNS COMPLETE (APPROXIMATELY 6,000 SQUARE FEET EACH SIDE). Crlrf''Ir)r 4TONS THE EXISTING I T G 3 PAINT, PER It-1F_ ;3r[��lrR4- \IV,vJ, inc �nlaiv WOOD COLUMNS TO A HEIGHT OF 12' -0" A.F.F., (SAFETY YELLOW) (APPROXIMATELY 50 SQUARE FEET PER COLUMN). �> PAINT, PER THE SPECIFICATIONS, 4" WIDE SAFETY YELLOW ;TRIPE (TRANSPORTATION AISLE). 1 PAINT, PER THE, SPECIFICATIONS, "DO NOT BLOCK WALKWAY", 8" HIGH YELLOW LLI I ERiNG, 1" STROKE WIDTH. ORIENTATE AS DIRECTED BY PROJECT MANAGER. C. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHER 10 POUND RATED 4A.:6OBC (9 THIS DRAWING). FIRE EXTINGUISHERS SHOWN DIRECTLY ADJACENT TO HOSE RACK CABINETS SHALL BE MOUNTED INSIDE THE HOSE RACK CABINET. FOR MOUNTING SEE DETAIL 1 A 11 A201 �>- PROVIDE AND INSTALL BOLLARD (68 THIS DRAWING). SEE DETAILS Al KEY PLAN SCALE: NONE 1A11 IA11 A20I ern` 'U A OCT 2 31.992 K 1 1 LAST REVISION SHEET 1A11 LE&C ENGINEERS Sv i & PAl£ OF J06 NO. COMP NO. V � 127017/DCA --9- 92.045 92094 D Dwc, No. 21- 04 --1A11 2944111 GM M/10.06.92/13:35_ 1 1 I IL F 1 ` I,, -arx 5 - E 20' -3" 24'•--3" WO OM 10441111q s* ss - yossss ls.... .#� T"- r �� nO 61,001• 0/10. r /OM MY REVISION C_a j 12'- 10" L , . s.� FE 1 l ek1 i A200 TYP E 1 - in I tz, fl MP- IMO IMNIOSINOMIIIIPOITIMMINKA APPROVED I ' • 24, 3" r REVISION 24 '3" NM ta osPN( .0.1 0 — — BY APPROVED PARTIAL FLOOR PLAN r 9t,, 11,1i 21 0 _ U„ MATCH LIE - FOR CONTINUATION ISEE SHT 1A10 gue“..6 also STORAGE AREA I11 01F2j STORAGE AREA 101 F5 e. 4 FACILITIES DEPARTMENT I, -t- , i • ■1 l_ _ ._ _ - -- -- —.._ �_! - tit �r .wM• p- Ih11.. _ Aw. m •,T. Wi :1�•..IC� .. . ... .,. _ .... . gale •f1.11O1ifeaMEMiniO , ..: m �. .... - . p... , YF,..r0441100110•i.l..-..i. -. .,... MATCH LII E - FOR CONTINUATION iSEE SHT 1Al2 — 00 161 01 0t alloinOYp/_ o601a — maw 0I _ M I -- 0 .— r - a to .e w• I pslowns WOO OM 7 1 __ 1 J r 73 AUBURN, WA. 98002 0 B E L_LEVU E, WA. 98007 O EVERETT, WA. 98201 O KENT,' WA. 98031 O PORTLAND, OR 97220 0 RENTON, WA. 98055 El SEATTLE, W.A. 98124 24' IT A I � D 7 ,, 6:'9 . fi GS111;ED •• kfi'N'CHITECI TAr S. WALLACE of 'wAsi- wiciou H ) ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED — APPROVED BY PC)El T. 24'...1 1/4" APP V D - . c HQz __ ( lam^ CK 20' - 2 ,S /4" • veR, vow i SUHTPTLI C)0 sz ae 12 9z sz 472 ' sz 4z iz U I Z 6 91 LI 91 GI 4 71. CI El 11 OT ,._ 6 1 ii1111IIIIIII111IIIIII11111111IIIJIIIII 1 ilii . I1111111111! 1 111111)11diinW )IiIJ uii.111ilitiI1 i it tIIIII I lilf it IIIIIIIIII i11ffi1 1ii,j itillllllt ijlill �I II I , I ,:.. ,... Il. .,. I : 11 1 ( 11 t .IIIIIII till I = II II : . 1 . 1 I ., lilt! . 3 4 5 C ' NOTE: If tho m icrofilmed document is less clear than this notice, it is due to the quality of the priginal document. s r " 111!II111111lllil 1lLIIIIIIIII!11111illillllliiil I�' �If I�iI III ,jIIIIII(�Ili 9 10 11 44)E II ORMAHY 12 ----- ---- -- PARTIAL FLOOR PLAN BUILDING 21 -04 1 Q.1 2 ARCHITECTURAL MASTER COL A-K/4-6 LEGEND: FOR LEGEND SYMBOLS SEE SHEET G1. GENERAL NOTES: 1. FOR GENERAL, NOTES SEE SHEET G I 2. STORAGE RACKS ARE OWNER PROVIDED - OWNER INSTALLED UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES: 1. PROVIDE AND INSTALL SEALING TAPE TO EXISTING VINYL FACED BAFT INSULATION AT PERIMETER OF BUILDING. PROVIDE 1,000 LINEAR FEET OF SEALING TAPE THIS DRAWING. INSTALL AT LOCATONS DIRECTED BY PROJECT MANAGER. =_> PAINT, PER THE SPE CIFICATONS, THE EXISTING GYPSUM WALLBOARD WALL AND COLUMNS COMPLETE (APPROXIMATELY 6,000 SQUARE FEET EACH SIDE). Crlrf''Ir)r 4TONS THE EXISTING I T G 3 PAINT, PER It-1F_ ;3r[��lrR4- \IV,vJ, inc �nlaiv WOOD COLUMNS TO A HEIGHT OF 12' -0" A.F.F., (SAFETY YELLOW) (APPROXIMATELY 50 SQUARE FEET PER COLUMN). �> PAINT, PER THE SPECIFICATIONS, 4" WIDE SAFETY YELLOW ;TRIPE (TRANSPORTATION AISLE). 1 PAINT, PER THE, SPECIFICATIONS, "DO NOT BLOCK WALKWAY", 8" HIGH YELLOW LLI I ERiNG, 1" STROKE WIDTH. ORIENTATE AS DIRECTED BY PROJECT MANAGER. C. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHER 10 POUND RATED 4A.:6OBC (9 THIS DRAWING). FIRE EXTINGUISHERS SHOWN DIRECTLY ADJACENT TO HOSE RACK CABINETS SHALL BE MOUNTED INSIDE THE HOSE RACK CABINET. FOR MOUNTING SEE DETAIL 1 A 11 A201 �>- PROVIDE AND INSTALL BOLLARD (68 THIS DRAWING). SEE DETAILS Al KEY PLAN SCALE: NONE 1A11 IA11 A20I ern` 'U A OCT 2 31.992 K 1 1 LAST REVISION SHEET 1A11 LE&C ENGINEERS Sv i & PAl£ OF J06 NO. COMP NO. V � 127017/DCA --9- 92.045 92094 D Dwc, No. 21- 04 --1A11 2944111 GM M/10.06.92/13:35_ 1 I I E --- I �l ` I,, -arx 5 - E 20' -3" 24'•--3" WO OM 10441111q s* ss - yossss ls.... .#� T"- r �� nO 61,001• 0/10. r /OM MY REVISION C_a j 12'- 10" L , . s.� FE 1 l ek1 i A200 TYP E 1 - in I tz, fl MP- IMO IMNIOSINOMIIIIPOITIMMINKA APPROVED I ' • 24, 3" r REVISION 24 '3" NM ta osPN( .0.1 0 — — BY APPROVED PARTIAL FLOOR PLAN r 9t,, 11,1i 21 0 _ U„ MATCH LIE - FOR CONTINUATION ISEE SHT 1A10 gue“..6 also STORAGE AREA I11 01F2j STORAGE AREA 101 F5 e. 4 FACILITIES DEPARTMENT I, -t- , i • ■1 l_ _ ._ _ - -- -- —.._ �_! - tit �r .wM• p- Ih11.. _ Aw. m •,T. Wi :1�•..IC� .. . ... .,. _ .... . gale •f1.11O1ifeaMEMiniO , ..: m �. .... - . p... , YF,..r0441100110•i.l..-..i. -. .,... MATCH LII E - FOR CONTINUATION iSEE SHT 1Al2 — 00 161 01 0t alloinOYp/_ o601a — maw 0I _ M I -- 0 .— r - a to .e w• I pslowns WOO OM 7 1 __ 1 J r 73 AUBURN, WA. 98002 0 B E L_LEVU E, WA. 98007 O EVERETT, WA. 98201 O KENT,' WA. 98031 O PORTLAND, OR 97220 0 RENTON, WA. 98055 El SEATTLE, W.A. 98124 24' IT A I � D 7 ,, 6:'9 . fi GS111;ED •• kfi'N'CHITECI TAr S. WALLACE of 'wAsi- wiciou H ) ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED — APPROVED BY PC)El T. 24'...1 1/4" APP V D - . c HQz __ ( lam^ CK 20' - 2 ,S /4" • veR, vow i SUHTPTLI C)0 sz ae 12 9z sz 472 ' sz 4z iz U I Z 6 91 LI 91 GI 4 71. CI El 11 OT ,._ 6 1 ii1111IIIIIII111IIIIII11111111IIIJIIIII 1 ilii . I1111111111! 1 111111)11diinW )IiIJ uii.111ilitiI1 i it tIIIII I lilf it IIIIIIIIII i11ffi1 1ii,j itillllllt ijlill �I II I , I ,:.. ,... Il. .,. I : 11 1 ( 11 t .IIIIIII till I = II II : . 1 . 1 I ., lilt! . 3 4 5 C ' NOTE: If tho m icrofilmed document is less clear than this notice, it is due to the quality of the priginal document. s r " 111!II111111lllil 1lLIIIIIIIII!11111illillllliiil I�' �If I�iI III ,jIIIIII(�Ili 9 10 11 44)E II ORMAHY 12 ----- ---- -- PARTIAL FLOOR PLAN BUILDING 21 -04 1 Q.1 2 ARCHITECTURAL MASTER COL A-K/4-6 LEGEND: FOR LEGEND SYMBOLS SEE SHEET G1. GENERAL NOTES: 1. FOR GENERAL, NOTES SEE SHEET G I 2. STORAGE RACKS ARE OWNER PROVIDED - OWNER INSTALLED UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES: 1. PROVIDE AND INSTALL SEALING TAPE TO EXISTING VINYL FACED BAFT INSULATION AT PERIMETER OF BUILDING. PROVIDE 1,000 LINEAR FEET OF SEALING TAPE THIS DRAWING. INSTALL AT LOCATONS DIRECTED BY PROJECT MANAGER. =_> PAINT, PER THE SPE CIFICATONS, THE EXISTING GYPSUM WALLBOARD WALL AND COLUMNS COMPLETE (APPROXIMATELY 6,000 SQUARE FEET EACH SIDE). Crlrf''Ir)r 4TONS THE EXISTING I T G 3 PAINT, PER It-1F_ ;3r[��lrR4- \IV,vJ, inc �nlaiv WOOD COLUMNS TO A HEIGHT OF 12' -0" A.F.F., (SAFETY YELLOW) (APPROXIMATELY 50 SQUARE FEET PER COLUMN). �> PAINT, PER THE SPECIFICATIONS, 4" WIDE SAFETY YELLOW ;TRIPE (TRANSPORTATION AISLE). 1 PAINT, PER THE, SPECIFICATIONS, "DO NOT BLOCK WALKWAY", 8" HIGH YELLOW LLI I ERiNG, 1" STROKE WIDTH. ORIENTATE AS DIRECTED BY PROJECT MANAGER. C. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHER 10 POUND RATED 4A.:6OBC (9 THIS DRAWING). FIRE EXTINGUISHERS SHOWN DIRECTLY ADJACENT TO HOSE RACK CABINETS SHALL BE MOUNTED INSIDE THE HOSE RACK CABINET. FOR MOUNTING SEE DETAIL 1 A 11 A201 �>- PROVIDE AND INSTALL BOLLARD (68 THIS DRAWING). SEE DETAILS Al KEY PLAN SCALE: NONE 1A11 IA11 A20I ern` 'U A OCT 2 31.992 K 1 1 LAST REVISION SHEET 1A11 LE&C ENGINEERS Sv i & PAl£ OF J06 NO. COMP NO. V � 127017/DCA --9- 92.045 92094 D Dwc, No. 21- 04 --1A11 2944111 GM M/10.06.92/13:35_ 1 i - 1. L___ I �l - 11 ` I,, -arx 5 - E 20' -3" 24'•--3" WO OM 10441111q s* ss - yossss ls.... .#� T"- r �� nO 61,001• 0/10. r /OM MY REVISION C_a j 12'- 10" L , . s.� FE 1 l ek1 i A200 TYP E 1 - in I tz, fl MP- IMO IMNIOSINOMIIIIPOITIMMINKA APPROVED I ' • 24, 3" r REVISION 24 '3" NM ta osPN( .0.1 0 — — BY APPROVED PARTIAL FLOOR PLAN r 9t,, 11,1i 21 0 _ U„ MATCH LIE - FOR CONTINUATION ISEE SHT 1A10 gue“..6 also STORAGE AREA I11 01F2j STORAGE AREA 101 F5 e. 4 FACILITIES DEPARTMENT I, -t- , i • ■1 l_ _ ._ _ - -- -- —.._ �_! - tit �r .wM• p- Ih11.. _ Aw. m •,T. Wi :1�•..IC� .. . ... .,. _ .... . gale •f1.11O1ifeaMEMiniO , ..: m �. .... - . p... , YF,..r0441100110•i.l..-..i. -. .,... MATCH LII E - FOR CONTINUATION iSEE SHT 1Al2 — 00 161 01 0t alloinOYp/_ o601a — maw 0I _ M I -- 0 .— r - a to .e w• I pslowns WOO OM 7 1 __ 1 J r 73 AUBURN, WA. 98002 0 B E L_LEVU E, WA. 98007 O EVERETT, WA. 98201 O KENT,' WA. 98031 O PORTLAND, OR 97220 0 RENTON, WA. 98055 El SEATTLE, W.A. 98124 24' IT A I � D 7 ,, 6:'9 . fi GS111;ED •• kfi'N'CHITECI TAr S. WALLACE of 'wAsi- wiciou H ) ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED — APPROVED BY PC)El T. 24'...1 1/4" APP V D - . c HQz __ ( lam^ CK 20' - 2 ,S /4" • veR, vow i SUHTPTLI C)0 sz ae 12 9z sz 472 ' sz 4z iz U I Z 6 91 LI 91 GI 4 71. CI El 11 OT ,._ 6 1 ii1111IIIIIII111IIIIII11111111IIIJIIIII 1 ilii . I1111111111! 1 111111)11diinW )IiIJ uii.111ilitiI1 i it tIIIII I lilf it IIIIIIIIII i11ffi1 1ii,j itillllllt ijlill �I II I , I ,:.. ,... Il. .,. I : 11 1 ( 11 t .IIIIIII till I = II II : . 1 . 1 I ., lilt! . 3 4 5 C ' NOTE: If tho m icrofilmed document is less clear than this notice, it is due to the quality of the priginal document. s r " 111!II111111lllil 1lLIIIIIIIII!11111illillllliiil I�' �If I�iI III ,jIIIIII(�Ili 9 10 11 44)E II ORMAHY 12 ----- ---- -- PARTIAL FLOOR PLAN BUILDING 21 -04 1 Q.1 2 ARCHITECTURAL MASTER COL A-K/4-6 LEGEND: FOR LEGEND SYMBOLS SEE SHEET G1. GENERAL NOTES: 1. FOR GENERAL, NOTES SEE SHEET G I 2. STORAGE RACKS ARE OWNER PROVIDED - OWNER INSTALLED UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES: 1. PROVIDE AND INSTALL SEALING TAPE TO EXISTING VINYL FACED BAFT INSULATION AT PERIMETER OF BUILDING. PROVIDE 1,000 LINEAR FEET OF SEALING TAPE THIS DRAWING. INSTALL AT LOCATONS DIRECTED BY PROJECT MANAGER. =_> PAINT, PER THE SPE CIFICATONS, THE EXISTING GYPSUM WALLBOARD WALL AND COLUMNS COMPLETE (APPROXIMATELY 6,000 SQUARE FEET EACH SIDE). Crlrf''Ir)r 4TONS THE EXISTING I T G 3 PAINT, PER It-1F_ ;3r[��lrR4- \IV,vJ, inc �nlaiv WOOD COLUMNS TO A HEIGHT OF 12' -0" A.F.F., (SAFETY YELLOW) (APPROXIMATELY 50 SQUARE FEET PER COLUMN). �> PAINT, PER THE SPECIFICATIONS, 4" WIDE SAFETY YELLOW ;TRIPE (TRANSPORTATION AISLE). 1 PAINT, PER THE, SPECIFICATIONS, "DO NOT BLOCK WALKWAY", 8" HIGH YELLOW LLI I ERiNG, 1" STROKE WIDTH. ORIENTATE AS DIRECTED BY PROJECT MANAGER. C. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHER 10 POUND RATED 4A.:6OBC (9 THIS DRAWING). FIRE EXTINGUISHERS SHOWN DIRECTLY ADJACENT TO HOSE RACK CABINETS SHALL BE MOUNTED INSIDE THE HOSE RACK CABINET. FOR MOUNTING SEE DETAIL 1 A 11 A201 �>- PROVIDE AND INSTALL BOLLARD (68 THIS DRAWING). SEE DETAILS Al KEY PLAN SCALE: NONE 1A11 IA11 A20I ern` 'U A OCT 2 31.992 K 1 1 LAST REVISION SHEET 1A11 LE&C ENGINEERS Sv i & PAl£ OF J06 NO. COMP NO. V � 127017/DCA --9- 92.045 92094 D Dwc, No. 21- 04 --1A11 2944111 GM M/10.06.92/13:35_ 1 i 1 T I �l ` I,, -arx 5 - E 20' -3" 24'•--3" WO OM 10441111q s* ss - yossss ls.... .#� T"- r �� nO 61,001• 0/10. r /OM MY REVISION C_a j 12'- 10" L , . s.� FE 1 l ek1 i A200 TYP E 1 - in I tz, fl MP- IMO IMNIOSINOMIIIIPOITIMMINKA APPROVED I ' • 24, 3" r REVISION 24 '3" NM ta osPN( .0.1 0 — — BY APPROVED PARTIAL FLOOR PLAN r 9t,, 11,1i 21 0 _ U„ MATCH LIE - FOR CONTINUATION ISEE SHT 1A10 gue“..6 also STORAGE AREA I11 01F2j STORAGE AREA 101 F5 e. 4 FACILITIES DEPARTMENT I, -t- , i • ■1 l_ _ ._ _ - -- -- —.._ �_! - tit �r .wM• p- Ih11.. _ Aw. m •,T. Wi :1�•..IC� .. . ... .,. _ .... . gale •f1.11O1ifeaMEMiniO , ..: m �. .... - . p... , YF,..r0441100110•i.l..-..i. -. .,... MATCH LII E - FOR CONTINUATION iSEE SHT 1Al2 — 00 161 01 0t alloinOYp/_ o601a — maw 0I _ M I -- 0 .— r - a to .e w• I pslowns WOO OM 7 1 __ 1 J r 73 AUBURN, WA. 98002 0 B E L_LEVU E, WA. 98007 O EVERETT, WA. 98201 O KENT,' WA. 98031 O PORTLAND, OR 97220 0 RENTON, WA. 98055 El SEATTLE, W.A. 98124 24' IT A I � D 7 ,, 6:'9 . fi GS111;ED •• kfi'N'CHITECI TAr S. WALLACE of 'wAsi- wiciou H ) ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED — APPROVED BY PC)El T. 24'...1 1/4" APP V D - . c HQz __ ( lam^ CK 20' - 2 ,S /4" • veR, vow i SUHTPTLI C)0 sz ae 12 9z sz 472 ' sz 4z iz U I Z 6 91 LI 91 GI 4 71. CI El 11 OT ,._ 6 1 ii1111IIIIIII111IIIIII11111111IIIJIIIII 1 ilii . I1111111111! 1 111111)11diinW )IiIJ uii.111ilitiI1 i it tIIIII I lilf it IIIIIIIIII i11ffi1 1ii,j itillllllt ijlill �I II I , I ,:.. ,... Il. .,. I : 11 1 ( 11 t .IIIIIII till I = II II : . 1 . 1 I ., lilt! . 3 4 5 C ' NOTE: If tho m icrofilmed document is less clear than this notice, it is due to the quality of the priginal document. s r " 111!II111111lllil 1lLIIIIIIIII!11111illillllliiil I�' �If I�iI III ,jIIIIII(�Ili 9 10 11 44)E II ORMAHY 12 ----- ---- -- PARTIAL FLOOR PLAN BUILDING 21 -04 1 Q.1 2 ARCHITECTURAL MASTER COL A-K/4-6 LEGEND: FOR LEGEND SYMBOLS SEE SHEET G1. GENERAL NOTES: 1. FOR GENERAL, NOTES SEE SHEET G I 2. STORAGE RACKS ARE OWNER PROVIDED - OWNER INSTALLED UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES: 1. PROVIDE AND INSTALL SEALING TAPE TO EXISTING VINYL FACED BAFT INSULATION AT PERIMETER OF BUILDING. PROVIDE 1,000 LINEAR FEET OF SEALING TAPE THIS DRAWING. INSTALL AT LOCATONS DIRECTED BY PROJECT MANAGER. =_> PAINT, PER THE SPE CIFICATONS, THE EXISTING GYPSUM WALLBOARD WALL AND COLUMNS COMPLETE (APPROXIMATELY 6,000 SQUARE FEET EACH SIDE). Crlrf''Ir)r 4TONS THE EXISTING I T G 3 PAINT, PER It-1F_ ;3r[��lrR4- \IV,vJ, inc �nlaiv WOOD COLUMNS TO A HEIGHT OF 12' -0" A.F.F., (SAFETY YELLOW) (APPROXIMATELY 50 SQUARE FEET PER COLUMN). �> PAINT, PER THE SPECIFICATIONS, 4" WIDE SAFETY YELLOW ;TRIPE (TRANSPORTATION AISLE). 1 PAINT, PER THE, SPECIFICATIONS, "DO NOT BLOCK WALKWAY", 8" HIGH YELLOW LLI I ERiNG, 1" STROKE WIDTH. ORIENTATE AS DIRECTED BY PROJECT MANAGER. C. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHER 10 POUND RATED 4A.:6OBC (9 THIS DRAWING). FIRE EXTINGUISHERS SHOWN DIRECTLY ADJACENT TO HOSE RACK CABINETS SHALL BE MOUNTED INSIDE THE HOSE RACK CABINET. FOR MOUNTING SEE DETAIL 1 A 11 A201 �>- PROVIDE AND INSTALL BOLLARD (68 THIS DRAWING). SEE DETAILS Al KEY PLAN SCALE: NONE 1A11 IA11 A20I ern` 'U A OCT 2 31.992 K 1 1 LAST REVISION SHEET 1A11 LE&C ENGINEERS Sv i & PAl£ OF J06 NO. COMP NO. V � 127017/DCA --9- 92.045 92094 D Dwc, No. 21- 04 --1A11 2944111 GM M/10.06.92/13:35_ 1 1 L i 1 i 1 ` I,, -arx 5 - E 20' -3" 24'•--3" WO OM 10441111q s* ss - yossss ls.... .#� T"- r �� nO 61,001• 0/10. r /OM MY REVISION C_a j 12'- 10" L , . s.� FE 1 l ek1 i A200 TYP E 1 - in I tz, fl MP- IMO IMNIOSINOMIIIIPOITIMMINKA APPROVED I ' • 24, 3" r REVISION 24 '3" NM ta osPN( .0.1 0 — — BY APPROVED PARTIAL FLOOR PLAN r 9t,, 11,1i 21 0 _ U„ MATCH LIE - FOR CONTINUATION ISEE SHT 1A10 gue“..6 also STORAGE AREA I11 01F2j STORAGE AREA 101 F5 e. 4 FACILITIES DEPARTMENT I, -t- , i • ■1 l_ _ ._ _ - -- -- —.._ �_! - tit �r .wM• p- Ih11.. _ Aw. m •,T. Wi :1�•..IC� .. . ... .,. _ .... . gale •f1.11O1ifeaMEMiniO , ..: m �. .... - . p... , YF,..r0441100110•i.l..-..i. -. .,... MATCH LII E - FOR CONTINUATION iSEE SHT 1Al2 — 00 161 01 0t alloinOYp/_ o601a — maw 0I _ M I -- 0 .— r - a to .e w• I pslowns WOO OM 7 1 __ 1 J r 73 AUBURN, WA. 98002 0 B E L_LEVU E, WA. 98007 O EVERETT, WA. 98201 O KENT,' WA. 98031 O PORTLAND, OR 97220 0 RENTON, WA. 98055 El SEATTLE, W.A. 98124 24' IT A I � D 7 ,, 6:'9 . fi GS111;ED •• kfi'N'CHITECI TAr S. WALLACE of 'wAsi- wiciou H ) ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED — APPROVED BY PC)El T. 24'...1 1/4" APP V D - . c HQz __ ( lam^ CK 20' - 2 ,S /4" • veR, vow i SUHTPTLI C)0 sz ae 12 9z sz 472 ' sz 4z iz U I Z 6 91 LI 91 GI 4 71. CI El 11 OT ,._ 6 1 ii1111IIIIIII111IIIIII11111111IIIJIIIII 1 ilii . I1111111111! 1 111111)11diinW )IiIJ uii.111ilitiI1 i it tIIIII I lilf it IIIIIIIIII i11ffi1 1ii,j itillllllt ijlill �I II I , I ,:.. ,... Il. .,. I : 11 1 ( 11 t .IIIIIII till I = II II : . 1 . 1 I ., lilt! . 3 4 5 C ' NOTE: If tho m icrofilmed document is less clear than this notice, it is due to the quality of the priginal document. s r " 111!II111111lllil 1lLIIIIIIIII!11111illillllliiil I�' �If I�iI III ,jIIIIII(�Ili 9 10 11 44)E II ORMAHY 12 ----- ---- -- PARTIAL FLOOR PLAN BUILDING 21 -04 1 Q.1 2 ARCHITECTURAL MASTER COL A-K/4-6 LEGEND: FOR LEGEND SYMBOLS SEE SHEET G1. GENERAL NOTES: 1. FOR GENERAL, NOTES SEE SHEET G I 2. STORAGE RACKS ARE OWNER PROVIDED - OWNER INSTALLED UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES: 1. PROVIDE AND INSTALL SEALING TAPE TO EXISTING VINYL FACED BAFT INSULATION AT PERIMETER OF BUILDING. PROVIDE 1,000 LINEAR FEET OF SEALING TAPE THIS DRAWING. INSTALL AT LOCATONS DIRECTED BY PROJECT MANAGER. =_> PAINT, PER THE SPE CIFICATONS, THE EXISTING GYPSUM WALLBOARD WALL AND COLUMNS COMPLETE (APPROXIMATELY 6,000 SQUARE FEET EACH SIDE). Crlrf''Ir)r 4TONS THE EXISTING I T G 3 PAINT, PER It-1F_ ;3r[��lrR4- \IV,vJ, inc �nlaiv WOOD COLUMNS TO A HEIGHT OF 12' -0" A.F.F., (SAFETY YELLOW) (APPROXIMATELY 50 SQUARE FEET PER COLUMN). �> PAINT, PER THE SPECIFICATIONS, 4" WIDE SAFETY YELLOW ;TRIPE (TRANSPORTATION AISLE). 1 PAINT, PER THE, SPECIFICATIONS, "DO NOT BLOCK WALKWAY", 8" HIGH YELLOW LLI I ERiNG, 1" STROKE WIDTH. ORIENTATE AS DIRECTED BY PROJECT MANAGER. C. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHER 10 POUND RATED 4A.:6OBC (9 THIS DRAWING). FIRE EXTINGUISHERS SHOWN DIRECTLY ADJACENT TO HOSE RACK CABINETS SHALL BE MOUNTED INSIDE THE HOSE RACK CABINET. FOR MOUNTING SEE DETAIL 1 A 11 A201 �>- PROVIDE AND INSTALL BOLLARD (68 THIS DRAWING). SEE DETAILS Al KEY PLAN SCALE: NONE 1A11 IA11 A20I ern` 'U A OCT 2 31.992 K 1 1 LAST REVISION SHEET 1A11 LE&C ENGINEERS Sv i & PAl£ OF J06 NO. COMP NO. V � 127017/DCA --9- 92.045 92094 D Dwc, No. 21- 04 --1A11 2944111 GM M/10.06.92/13:35_ 1 ,..- L lE 17 [ 4_1 „...... : I 1111 I_ --7- _ _I. .,__ i ll ;-, SYM W.■•••*0 OU.■VMO w.0••■•■• -•■••• PM.■■■■M***.■,0■%.■ ■•■■••■•* 0 ) (C D) (ED F () (7) •■•■••*. • 24' .;l T ?4'3" 24'-•3" 1 24' 3" r 24 24'5" 24-0 1/4" 1_ MATCH LI E E SHT 1A11 IM,11.111MPOIRIONNAIRMINGP ^OM -ISM, - 11MCJIMINOW11081•110MNID- WNW WO 1.8•100MIMParaialMolafa IMVIMINOmmrallint.YR VOW viel-forlarrlanariMermalarala.~ ellialerblinall~1=.31 aril,tagtairto. IMP - glaiN Es. s•MeNbAree..commacommcl• aro • - ram 1190 0.0/19.0000999/”MY /SY MO- .49/0 aro • 0.011001116.111MON1101110~t OW .049 0090000019•10/0110/09 09/, - • • OFFICE AREA r iO1A7 I 1Al2 A201 1Al2 A2S1)1 TYP tTYP RaiSKA 21' - 0" _J sers , w CNC 10919.10.11114900/101=1000 OW UM --t IDO 099 /1090/910111/0001SOMM IMP ant 11009900/1911001091100901 rola ViC10•0909/11/0•2091 9:90 90119010091100.01•119.00 /CS 1 41/70940:099109/4999/1".1 i MATCH LINE PARTIAL FLOOR PLAN SCALE:1, 8 1'-.0 189'-9 1/4" STORAGE AREA rfTiE STORAGE AREA 1_ 101E5 1 901 CMS 1911/1014111011009/107/901 n MRS FOR CONTINUATION ;SEE SHT 1A13 99...1■10■10109.1111/51000 Ardirar.AEAVIG' FACILITIES DEPARTMENT ....rim...a 0. . • *1 0 110/1 92/10090/09/20099999990 09 0019191000/04/09.001101 030 El AUBURN, WA. 98002 O BELLEVUE, W.A. 98007 O EVERETT, WA. 98201 O KENT, WA. 98031 O PORTLAND, OR 97220 O RENTON, WA. 98055 II SEATTLE, WA. 98124 06 63 se L 93 G3 +.13 CZ 33 k (:)? 6L 9L LL 9t 9t IA. Et 81. It Q : 11 4 11111111111111111111 4 1 , 1 LIfi i 11 T ORS 800 MN WM 1)• 0 .............w.... .-? . .\ ---- • RE(iSTERF1) I AR911ifer.- 41 ,!.A': S. WAtIACE `. Cr APPROVED BY DEPT. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 11 1' 0 le THS INCH 1 t 111111 mill ti III 1 - +I'll' 11 II ill 1 1 11 '1 4 5 7 8 9 10 11 *ADE Num..' 12 r NOTKI If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 1 DATE FEO (4F AW Th' G. MILI ER tr.= J. WALLACE" ; !OP AM IINCOVIVRYINWIMMONTOMIS age NM/ 9090.001•0911/01001100 SUBTTTLE TITLE 11 10.12.921 • ARCHITECTURAL MASTER 7r PARTIAL FLOOR PLAN BUILDING 21-04 COL A-J/6-8 LEGEND: FOR LEGEND SYMBOLS SEE SHEET 01. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET 01. 2. STORAGE RACKS ARE OWNER PROVIDED - OWNER INSTALLED UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES: 1. PROVIDE AND INSTALL SEALING TAPE TO EXISTING VINYL FACED BAIT INSULATION AT PERIMETER OF BUILDING. PROVIDE 1,000 LINEAR FEET OF SEALING TAPE THIS DRAWING. INSTALL AT LOCATONS DIRECTED BY PROJECT MANAGER. R.> PAINT, PER THE SPECIFICATONS, THE EXISTING GYPSUM WALLBOARD WALL AND COLUMNS COMPLET (APPROXIMATELY 6,000 SQUARE FEET EACH SIDE). PAINT, PER THE SPECIFICATONS, THE EXISTING WOOD COLUMNS TO A HEIGHT OF 12'-O" A.F.F., (SAFETY YELLOW) (APPROXIMATELY 50 SQUARE FEET PER COLUMN) PAINT, PER THE SPECIFICATIONS, 4" WIDE SAFETY YELLOW STRIPE (TRANSPORTATION AISLE). RAINT, PER THE SPECIFICATIONS, " DO NOT BLOCK WALKWAY' , 8" HIGH YELLOW LETTERING, 1" STROKE WIDTH. ORIENTATE AS DIRECTED BY PROJECT MANAGER. REMOUNT DEMOUNTABLE PARTITIONS AS SHOWN. PROVIDE DEMOUNTABLE PARTITION TRACK (TOP AND BOTTOM), STUDS, TRIM AND CEILING TRACK TO MATCH EXISTING. SEE DETAILS 7 1Al2 A201 1Al222.01 77,:.> PROVIDE 7'Q" HIGH O'BRIEN PARTITION WALL. FL> PROVIDE SHELF AS SHOWN. 9. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHER 10 POUND RATED 4A:60BC (7 THIS DRAWING). FIRE EXTINGUISHERS DIRECTLY ADJACENT TO HOSE RACK CABINETS SHALL BE MOUNTED INSIDE THE HOSE RACK CABINET. FOR MOUNTING SEE DETAIL 1Al2 A201 1 PROVIDE AND INSTALL BOLLARD (54 THIS DRAWING). SEE DETAIL /-1 1AL2 L\200 i PROVIDE AND INSTALL BI PARTING STRIP DOOR (CLEAR WIDTH OF DOOR OPENING) SUPPORTED OVER EXISTING UPWARD ACTING SECTIONAL DOOR AND FRAME BY 4" "C" CHANNEL (INTERNAL MOUNT). TWO SUPPORTS ON EACH SIDE OF DOOR FRAME AND AT A HEIGHT NOT TO OBSTRUCT DOOR OPERATION. SLIDING TROLLEY TO EXTEND 6-O" TO EACH SIDE OF DOOR OPENING. STRIPS TO BE CLEAR, 16" WIDE x .160" THICK WITH 50% OVERLAP AND SUSPENDED ON FULL WIDTH "J" HOOKS. (2 THIS DRAWING) (VERIFY WIDTH REQUIRED). SUPPLIER: PRIME SERVICE AND SUPPLY JOHN PUTT (206)823-2479 KEY PLAN SCALE: - NONE r " ar( A OCT 23 1,492 D.C. 408 NO. (6) IAST REVISION SHEET INS v povil 110\1 A 1 Al2 127017/DCA-9-92045 BE&C ENGINEERS SYM L T I OF COMP NO. 92094 DWG NO. 21- 04- 1Al2 294A0121 GMM/10.08.92/07:20 I . . 1 _I. .,__ i ll „...... , ,.... i ;-, SYM W.■•••*0 OU.■VMO w.0••■•■• -•■••• PM.■■■■M***.■,0■%.■ ■•■■••■•* 0 ) (C D) (ED F () (7) •■•■••*. • 24' .;l T ?4'3" 24'-•3" 1 24' 3" r 24 24'5" 24-0 1/4" 1_ MATCH LI E E SHT 1A11 IM,11.111MPOIRIONNAIRMINGP ^OM -ISM, - 11MCJIMINOW11081•110MNID- WNW WO 1.8•100MIMParaialMolafa IMVIMINOmmrallint.YR VOW viel-forlarrlanariMermalarala.~ ellialerblinall~1=.31 aril,tagtairto. IMP - glaiN Es. s•MeNbAree..commacommcl• aro • - ram 1190 0.0/19.0000999/”MY /SY MO- .49/0 aro • 0.011001116.111MON1101110~t OW .049 0090000019•10/0110/09 09/, - • • OFFICE AREA r iO1A7 I 1Al2 A201 1Al2 A2S1)1 TYP tTYP RaiSKA 21' - 0" _J sers , w CNC 10919.10.11114900/101=1000 OW UM --t IDO 099 /1090/910111/0001SOMM IMP ant 11009900/1911001091100901 rola ViC10•0909/11/0•2091 9:90 90119010091100.01•119.00 /CS 1 41/70940:099109/4999/1".1 i MATCH LINE PARTIAL FLOOR PLAN SCALE:1, 8 1'-.0 189'-9 1/4" STORAGE AREA rfTiE STORAGE AREA 1_ 101E5 1 901 CMS 1911/1014111011009/107/901 n MRS FOR CONTINUATION ;SEE SHT 1A13 99...1■10■10109.1111/51000 Ardirar.AEAVIG' FACILITIES DEPARTMENT ....rim...a 0. . • *1 0 110/1 92/10090/09/20099999990 09 0019191000/04/09.001101 030 El AUBURN, WA. 98002 O BELLEVUE, W.A. 98007 O EVERETT, WA. 98201 O KENT, WA. 98031 O PORTLAND, OR 97220 O RENTON, WA. 98055 II SEATTLE, WA. 98124 06 63 se L 93 G3 +.13 CZ 33 k (:)? 6L 9L LL 9t 9t IA. Et 81. It Q : 11 4 11111111111111111111 4 1 , 1 LIfi 0 i 11 T ORS 800 MN WM 1)• APPROVED BY DEPT. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED 11 1' 0 le THS INCH 1 t 111111 mill ti III 1 - +I'll' 11 II ill 1 1 11 '1 4 5 7 8 9 10 11 *ADE Num..' 12 r NOTKI If the microfilmed document is less clear than this notice, it is due to the quality of the original document. 1 DATE FEO (4F AW Th' G. MILI ER tr.= J. WALLACE" ; !OP AM IINCOVIVRYINWIMMONTOMIS age NM/ 9090.001•0911/01001100 SUBTTTLE TITLE 11 10.12.921 • ARCHITECTURAL MASTER 7r PARTIAL FLOOR PLAN BUILDING 21-04 COL A-J/6-8 LEGEND: FOR LEGEND SYMBOLS SEE SHEET 01. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET 01. 2. STORAGE RACKS ARE OWNER PROVIDED - OWNER INSTALLED UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES: 1. PROVIDE AND INSTALL SEALING TAPE TO EXISTING VINYL FACED BAIT INSULATION AT PERIMETER OF BUILDING. PROVIDE 1,000 LINEAR FEET OF SEALING TAPE THIS DRAWING. INSTALL AT LOCATONS DIRECTED BY PROJECT MANAGER. R.> PAINT, PER THE SPECIFICATONS, THE EXISTING GYPSUM WALLBOARD WALL AND COLUMNS COMPLET (APPROXIMATELY 6,000 SQUARE FEET EACH SIDE). PAINT, PER THE SPECIFICATONS, THE EXISTING WOOD COLUMNS TO A HEIGHT OF 12'-O" A.F.F., (SAFETY YELLOW) (APPROXIMATELY 50 SQUARE FEET PER COLUMN) PAINT, PER THE SPECIFICATIONS, 4" WIDE SAFETY YELLOW STRIPE (TRANSPORTATION AISLE). RAINT, PER THE SPECIFICATIONS, " DO NOT BLOCK WALKWAY' , 8" HIGH YELLOW LETTERING, 1" STROKE WIDTH. ORIENTATE AS DIRECTED BY PROJECT MANAGER. REMOUNT DEMOUNTABLE PARTITIONS AS SHOWN. PROVIDE DEMOUNTABLE PARTITION TRACK (TOP AND BOTTOM), STUDS, TRIM AND CEILING TRACK TO MATCH EXISTING. SEE DETAILS 7 1Al2 A201 1Al222.01 77,:.> PROVIDE 7'Q" HIGH O'BRIEN PARTITION WALL. FL> PROVIDE SHELF AS SHOWN. 9. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHER 10 POUND RATED 4A:60BC (7 THIS DRAWING). FIRE EXTINGUISHERS DIRECTLY ADJACENT TO HOSE RACK CABINETS SHALL BE MOUNTED INSIDE THE HOSE RACK CABINET. FOR MOUNTING SEE DETAIL 1Al2 A201 1 PROVIDE AND INSTALL BOLLARD (54 THIS DRAWING). SEE DETAIL /-1 1AL2 L\200 i PROVIDE AND INSTALL BI PARTING STRIP DOOR (CLEAR WIDTH OF DOOR OPENING) SUPPORTED OVER EXISTING UPWARD ACTING SECTIONAL DOOR AND FRAME BY 4" "C" CHANNEL (INTERNAL MOUNT). TWO SUPPORTS ON EACH SIDE OF DOOR FRAME AND AT A HEIGHT NOT TO OBSTRUCT DOOR OPERATION. SLIDING TROLLEY TO EXTEND 6-O" TO EACH SIDE OF DOOR OPENING. STRIPS TO BE CLEAR, 16" WIDE x .160" THICK WITH 50% OVERLAP AND SUSPENDED ON FULL WIDTH "J" HOOKS. (2 THIS DRAWING) (VERIFY WIDTH REQUIRED). SUPPLIER: PRIME SERVICE AND SUPPLY JOHN PUTT (206)823-2479 KEY PLAN SCALE: - NONE r " ar( A OCT 23 1,492 D.C. 408 NO. (6) IAST REVISION SHEET INS v povil 110\1 A 1 Al2 127017/DCA-9-92045 BE&C ENGINEERS SYM L T I OF COMP NO. 92094 DWG NO. 21- 04- 1Al2 294A0121 GMM/10.08.92/07:20 I . . 1 i 1 , _______L IF I 3 I I 1 - ' EL ' L 111 -- 1_ 1 1 --- _I , , AE Ir - •I T 11 IIE V • "' • t2— , ,..„ • , • . • • . • • • . • • • • • • • • •• • •• . • a YafrCa 11.••••••••••■■•••MJA 24' 4-- 0 FE OM NM 10.11110104071100.400 00! 1110 FE FE .....•••••■••••••■•••■•,••■••■■■•■•■■••••■■••••■■■• () 20' —3" WM 00 11101101.000111.20000. UM Mg _ _ rYP TYP 95' —0" 8 ' TIP TYP 8' 6' ' —O" a••■•••■•■•■••••■■•■••••••■•■•*••■•■■*.......* -0' 0 , mut am ararawararsamaposuelm 00.1 100 0116 11,1000011J01000001 Info OW MO OMPTOMAXIISCII,PWAMIS 0. 0.01/00/0/00000/ P0p 0010100.000001.00 Ka 100100•000100100000 __ •00110010•1000010 00000.0100000000 001 IN0 070000 100000 • 0000 0 . 000008000 INN OA FE0- 1 189'•9 1/4" MATCH LII`IlE - FOR CONTINUATION ISEE SHT 1Al2 38)— 0" rYi-) 48'--0" TYP PARTIAL FLOOR PLAN 70M•••••0•• •■■••■•••■. • : CD ts• I 1 0_ a. >2- AISZFAEZIVAG' FACILITIES DEPARTMENT - 8" 24'--3" STORAGE AREA 1701F9 1 ) • AlloOmm. - r 0 AUBURN, WA. 98002 BELLEVUE, WA. 98007 O EVERETT, WA. 98201 O KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 S EATTLE, WA. 98124 -1^ G) H D 24' — r i 24' 3" r I- f 111 t _AL 1 ACCEPTABII.ITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED — APPROVED BY DEPT. DATE „:2. „ ;,2 ". • • —ttr- • • - a • _ - "••••q) , 2: , •/-2 • • ;' ? •:?- • " • "'• • • •.•‘' 1111 y11111111 1111 1111.1 111111111i III I lit [I 0 10 THS INCH 1 2 3 4 5 6 ' " iNGECWAY 7 8 9 10 11 12 • Nthit : If the microfilmed document is less clear than this , notice it is due to the quality of the original document. 0€ 6Z se LZ 9Z G 4 7Z CZ ZZ 1Z 03 61 91 LL 91 91 Vt. Cl Z I R ( 6 8 L 9 S 7 C I Yin 0 11111111 imth,iji)111111111101111011Inip!lin.1J111 • 1 G MILLER LACE', W. HENCKE jrA R gtPIOLZ •••.•••••••...........,..■■•HAV*A jt MAYIR••••••■■••••••■•••■•■■1111•11102.1.1.11......... TITLE • SUBTITLE 1 1 24'--0 1/4" )1 I 11 T 1 FE F FE FE FE FE 1 o' PARTIAL FLOOR PLAN BUILDING 21-04 ARCHITECTURAL MASTER COL A—J/9-11 10 12.92 LEGEND: FOR LEGEND SYMBOLS SEE SHEET G1. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET G1. 2. STORAGE RACKS ARE OWNER PROVIDED — OWNER INSTALLED UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES: 1. PROVIDE AND INSTALL SEALING TAPE TO EXISTING VINYL FACED BAT INSULATION AT PERIMETER OF BUILDING. PROVIDE 1,000 LINEAR FEET OF SEALING TAPE THIS DRAWING. INSTALL AT LOCATONS DIRECTED BY PROJECT MANAGER. PAINT, PER THE SPECIFICATIONS, 4" WIDE SAFETY YELLOW STRIPE (TRANSPORTATION AISLE AND STORAGE AREA). 3. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHER 10 POUND RATED 4A:60BC (13 THIS DRAWING). FIRE EXTINGUISHERS SHOWN DIRECTLY ADJACENT TO HOSE RACK CABINETS SHALL BE MOUNTED INSIDE THE HOSE RACK CABINET. FOR MOUNTING SEE DETAIL 1A13 A201 [ PROVIDE AND INSTALL BOLLARD (43 THIS DRAWING). SFE DETAIL 1A13 A200 CA) SCALE: NONE KEY PLAN CIT;' ; , OCT 23 1992 D.C. — —* 6 ) - LAST REVISION SHEET -,... • . , BE&C ENGINEERS SYMBOL 1A13 OF JOB NO. COMP NO. 127017/MA-9-92045 920g4 DWG NO. • 21--04-1A13 294A0131 GMM/10.08.92/11:07 , , -• -• , • • "' • t2— , ,..„ • , • . • • . • • • . • • • • • • • • •• • •• . • a YafrCa 11.••••••••••■■•••MJA 24' 4-- 0 FE OM NM 10.11110104071100.400 00! 1110 FE FE .....•••••■••••••■•••■•,••■••■■■•■•■■••••■■••••■■■• () 20' —3" WM 00 11101101.000111.20000. UM Mg _ _ rYP TYP 95' —0" 8 ' TIP TYP 8' 6' ' —O" a••■•••■•■•■••••■■•■••••••■•■•*••■•■■*.......* -0' 0 , mut am ararawararsamaposuelm 00.1 100 0116 11,1000011J01000001 Info OW MO OMPTOMAXIISCII,PWAMIS 0. 0.01/00/0/00000/ P0p 0010100.000001.00 Ka 100100•000100100000 __ •00110010•1000010 00000.0100000000 001 IN0 070000 100000 • 0000 0 . 000008000 INN OA FE0- 1 189'•9 1/4" MATCH LII`IlE - FOR CONTINUATION ISEE SHT 1Al2 38)— 0" rYi-) 48'--0" TYP PARTIAL FLOOR PLAN 70M•••••0•• •■■••■•••■. • : CD ts• I 1 0_ a. >2- AISZFAEZIVAG' FACILITIES DEPARTMENT - 8" 24'--3" STORAGE AREA 1701F9 1 ) • AlloOmm. - r 0 AUBURN, WA. 98002 BELLEVUE, WA. 98007 O EVERETT, WA. 98201 O KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 S EATTLE, WA. 98124 -1^ G) H D 24' — r i 24' 3" r I- f 111 t _AL 1 ACCEPTABII.ITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED — APPROVED BY DEPT. DATE „:2. „ ;,2 ". • • —ttr- • • - a • _ - "••••q) , 2: , •/-2 • • ;' ? •:?- • " • "'• • • •.•‘' 1111 y11111111 1111 1111.1 111111111i III I lit [I 0 10 THS INCH 1 2 3 4 5 6 ' " iNGECWAY 7 8 9 10 11 12 • Nthit : If the microfilmed document is less clear than this , notice it is due to the quality of the original document. 0€ 6Z se LZ 9Z G 4 7Z CZ ZZ 1Z 03 61 91 LL 91 91 Vt. Cl Z I R ( 6 8 L 9 S 7 C I Yin 0 11111111 imth,iji)111111111101111011Inip!lin.1J111 • 1 G MILLER LACE', W. HENCKE jrA R gtPIOLZ •••.•••••••...........,..■■•HAV*A jt MAYIR••••••■■••••••■•••■•■■1111•11102.1.1.11......... TITLE • SUBTITLE 1 1 24'--0 1/4" )1 I 11 T 1 FE F FE FE FE FE 1 o' PARTIAL FLOOR PLAN BUILDING 21-04 ARCHITECTURAL MASTER COL A—J/9-11 10 12.92 LEGEND: FOR LEGEND SYMBOLS SEE SHEET G1. GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET G1. 2. STORAGE RACKS ARE OWNER PROVIDED — OWNER INSTALLED UNLESS OTHERWISE NOTED. CONSTRUCTION NOTES: 1. PROVIDE AND INSTALL SEALING TAPE TO EXISTING VINYL FACED BAT INSULATION AT PERIMETER OF BUILDING. PROVIDE 1,000 LINEAR FEET OF SEALING TAPE THIS DRAWING. INSTALL AT LOCATONS DIRECTED BY PROJECT MANAGER. PAINT, PER THE SPECIFICATIONS, 4" WIDE SAFETY YELLOW STRIPE (TRANSPORTATION AISLE AND STORAGE AREA). 3. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHER 10 POUND RATED 4A:60BC (13 THIS DRAWING). FIRE EXTINGUISHERS SHOWN DIRECTLY ADJACENT TO HOSE RACK CABINETS SHALL BE MOUNTED INSIDE THE HOSE RACK CABINET. FOR MOUNTING SEE DETAIL 1A13 A201 [ PROVIDE AND INSTALL BOLLARD (43 THIS DRAWING). SFE DETAIL 1A13 A200 CA) SCALE: NONE KEY PLAN CIT;' ; , OCT 23 1992 D.C. — —* 6 ) - LAST REVISION SHEET -,... • . , BE&C ENGINEERS SYMBOL 1A13 OF JOB NO. COMP NO. 127017/MA-9-92045 920g4 DWG NO. • 21--04-1A13 294A0131 GMM/10.08.92/11:07 , , -• -• , • 1 10 1 1 0 .. Y■}IIIIWWWIPWWW,V .AM OWWWIPMW mor C;) 24' — 3" • 0 0 OM Mai 111114•101.0■111•111.404Mmr MS WM 10.11.11 Ma 1111MIMMOMINIIIMMIM00111 sommsredmoommomalom • • 0 0 0 to 0 0 0 r 11 0 0 • 0 ! i , I , 1 i 1 i 0 0 1' 0 0 , E8/01,11 , 11•3•••■•■•10■01•1111•MINIMMIA••■■ sift-WM - •1001.111111111■1111,11 0 0 1 . 1 • 41 1111N SIM AD INCOMINii WIII•111.11211•1111 CM 0 0 *Pr 11••■••■•■1 te• Yar• .0 INN 4.10r00,111./.1■11.■ .1.744 • 0 0 ?fif. k4r 0 0 • 0 REVISION 0 D () (F) K ' — - 3" 20' 2 3/4" I) 24' —3" ' 24' --- 3" - ti • 24' --,3" "t". 74'-- 1/4" MATCH LINE - FOR CONTINUATION SEE SHT 1A280 • 1011. '209•••MO•Al MU IONINSInfal04411110,1.V.. POP Ma •Ma MIR I 1/610, MINOMNIALIMININSIMMIO MA NM 1.1701111i NM mra 1 ii 11 • • 0 • 1!: 0 1 1 It-- 1 1 1 0 1 • WWI- .011 0 -0 0 0 0 ••••.•,/,..1,.• lou■ 14.11•dr4.....1,INfInt VON VlbrINNY.11.riprUF 1 1 0 11 11 11 — I I I I I 1 11 11 11 O 0 I I I — I I 1 11 • I I 0 11 11 11 11 11 0 0 11 43 L BY 1 APPROVED DATE 0 • 0 0 0 11 11 11 11 11 11 11 11 JI 1! A " <1\ 11 I 11 11 11 11 1l 11 —fkb. 1A281 A200 TYP Mlio: VIM Yr . .01. 6011..1. VINO 11.!•Ar WirIng• "..• ••■ ••■■ 94.0. 0 0 O I I I I 11 11 11 11 1 1 11 I I I 116 11 /11•1111•Net 1•1110.-1111M - 6311111111•19111111EGM1111.1710M-.11111 1 •osamaGrora.assomoraw Nom 4 •01 6. 1•MIONIROPMegNMAMMIVP••••raF 0 bear..11:0b1 2=1.2.14•100000..•••••Wili, 414* Pie MATCH Lig - FOR CONTINUATION SEE SHT 1A282 PARTIAL REFLECTED CEILING PLAN arm = 1 0 49 FACILITIES DEPARTMENT pliplip pilululp 111111,114 0 t6THS INCH 1 " 3 0 tr:.." , " . . 0 1A281 A200 TYP 0 ,4 0 0 0 0 f c) 1 1 LLJ O AUBURN, WA. 98002 O BELLEVUE, WA. 98007 O EVERETT, 'NA. 98201 O KENT, W.A. 98031 O PORTLAND,OR 97220 O RENTON, WA. 98055 IN SEATTLE, WA. 98124 I1 I IIII1111 I 11 11 I 1+ 411/1/- 11111_1411111111,111111111 4 5 6 7 _ NOT it t he iicrofiJwed document is less clear than this 0 notice, it is due to the quality of the 0riginal document. • • • , • 0 0 Li 4 0 • 0 • %MI JP' .21,11/0/.. 10. PIP ••• • es •• u• - vs. t.____ t.____ }Ow • M. 41(•00•••••••■MenNINIal•maa • New 1 0 0 0 0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. IIII DATE I OZ 61, EA LI 91 GI VI CI ZI U Q 6 8 S 4 7 C 1 P. 1 4411 . 41 1 11 1 41110111 . 1J11j111111, 1 . thiUb10111 , 1 . 111_11 1 11U11,11P111 , 111 , 1111 . 01011 , 1 : 11 , 1JICIUMIIIIIIIPIPLII II A . P111011 . 1) , • 0 • 0 loaf' 1■6 • *Or 1.1.• V/1',./ 101e Ulf 'wen 10.■11.• TIIr .1. IMP • 0 0 DRAWN BY 0. MILLER J. WALLACE Mr G. MILLER J WOWC_EL_A W. gINICKEI: A TEA() Z 10 12,9_2 • 0 •n*LE .106 NEW•Ist • 0 EC) u) tIMME11•111.11RIVOMMINIIi- ■ PARTIAL REFLECTED CEILING PLAN BUILDING 21-04 ARCHITECTURAL MASTER COL A—K/4-6 LEGEND: FOR LEGEND SYMBOLS SEE SHEET G 1. • GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET G1. 2. STRUCTURAL, MECHANICAL AND ELECTRICAL ITEMS SHOWN ARE SCHEMATIC ONLY. REFERENCE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFIC SCOPE OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK (DEMOLITION, EXISTING, NEW, RELOCATION, ETC.). CONSTRUCTION NOTES: PROVIDE SMOKE CURTAIN AT LOCATION SHOWN. 2. RESTAPLE EXISTING FOIL--FACED BATT INSULATION TO EXISTING ROOF FRAMING. PROVIDE STAPLING FOR FIVE BATT INSULATION SECTIONS (2 THIS DRAWING. SEE PROJECT MANAGER FOR LOCATIONS. KEY PLAN - SCALE: NONE A) K ) 1A283 r OCT 23 1992 BE&C ENGINEERS S) DATE LAST REVISION SHEET 1A281 JOB NO. COMP NO. 1 127017/DCA-9-92045 92094 J Gmm/i0.06.92/11 :02 D.C. DWG NO. 21-04-1A281 2 I .,5 OF • '0 • fi „., ;, ; „ „, „,„ , ° „Tr., ; - - • 0 6 0 0 0 20' - 3” r REVISION 0 0 frIL.SOLNT-IT1.18 VINANNO 0 0 0 0 0 • 0 1 L Maraia.M.AM 101.M.AM, 0 „ 1.1**MMAMMN.** 24' DATE 0 0 0 I 189'-9 1/4" MATCH LIE FOR CONTINUATION EE SHT IA281 f. 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NOTES SEE SHEET Gi 2. STRUCTURAL, MECHANICAL AND ELECTRICAL ITEMS SHOWN ARE SCHEMATIC ONLY. REFERENCE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFIC SCOPE OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK (DEMOLITION, EXISTING, NEW, RELOCATION, ETC.). CONSTRUCTION NOTES: PROVIDE SMOKE CURTAIN Al LOCATION SHOWN. 2. RESTAPLE EXISTING FOIL-FACED BATT INSULATION TO EXISTING ROOF FRAMING. PROVIDE STAPLING FOR FIVE BATT INSULATION SECTIONS (2'-O" x8)-0") THIS DRAWING. SEE PROJECT MANAGER FOR LOCATIONS. D.C. K) KEY PLAN SCALE: NO)IE I ciT) OCT 23 192 LAST REVISION SHEET 1A282 JOB NO. COMP NO. 127017/DCA-9-92045 92094 DWG NO. 21-04-1A282 294A2821 GM4/10.06.92/11:64 ENGINEERS BOL. Th1 E Or :1' „ • -4‘ REVISION a alp a Q 0 0 a 0 ( 2O - - _.r,. :n• mil' : : < I....,.. . 0 0 0 • 0 0 a 0 a 0 a 0 a 0 aw IMO 0 as 24' - -3" 0 0 a a a 0 0 4 0 a a 0 REVISION 0 0 0 a 0 0 a (C) • SCALE: 1; 8 = 1'- 0 0 BY APPROVED 2 24 _.3,. ..�._.- 24' • - �„ l O a� AA Alit 0 0 a +� • a 0 a DATE j39 . 0 0 -4 MATCH L l E p- FOR CONTINUATION SEE SIFT 1A282 I OWN rrV wrrrvra..`.awyiwr rret w aVrrrr lrO.rrr.rwrY ra qo - ' rw r.w a�u4rrr.w�arrre� wr — wsw+rsrwwwm rw r wa.wowr..r w prr .00ia�trrc+rv+arr.�l a • a a a a a PARTIAL REFLECTED CEILING PLAN FACILITIES DEPARTMENT 0 a a al 0 s • 0 of �]r =f . �{ 0 I- A a a a a a a • 1A283 A200 TYP a 0 ! ay 0 • S a O AUBURN, a a a a a a a a a • a a a a a a WA. 9800 O BELLE VUE WA. 9 O 800 I 0 EVERETT, WA. 98201 O KENT, WA. 98031 G`` / aAY S. WAI LACE 0 PORTLAND, OR. 97220 YATf c�F was��,.c7: O RENTON, WA. 98055 _ a�`z ..._v..� NI SEATTLE, WA. 98124 , 2 4 ...� e a a a S a a a a 0 a a Sal MI ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY I DEPT. w •• rt♦Iesrs0110011)r1r>aiU w ail rlia • -1•OYilomom a a ^«•LS. :: SRaL.:_�:L.t i:S S. G.�.T Sr,me a S a a W a a a DATE 0 a S a a a a 0 o ALL CE14 W. HENCKE MI . S C IOLZ a ATE 10.12.92 SUBTITLE TITLE • a 6 0 a a a 0_ a! a S a 0 0 24 -O 1/4" 1 •�i �.,k. • 7 1 0 C 6Z ee LZ 9Z 5Z • ' £Z ZZ L OZ 6L el Ll 9L 51. hl I I IIIIIII I IIlI�;itIi II II I III I!!IIIII�I!fllllIIIi iiJJlllllill�; 1!I!l il!IirI �ll!) �I! IIIII! II!! 11�J�1Il1� JIiitI!IIIIIIIIIIII�IIIIII I! r Yi s : Illijlllill (IEIIIIII1IIIItIIIIIIII 1111 W I l Il . Il- pill l• i1 III iii pull !Hi l 11 1•Tili Hp Intl! . 0 16THSINCH 1 2 3 4 5 6 7 8 ' NOTE I f the microfilmed document is less clear than this notice, it is due to the quality of the wiginal document. CI Zt a 01, s d1JUlIJiJ • �i�i�. .... ... 1. �.If .... F r ".:. I, l ,l r; 1 1 L`LI LI I +� ' I I ! f ., ` t, l Lf I h I I I LllI I 1 i l'Ii; l I I I I i 9 10 11 wmmumom 12 • 0 a a 0 a a ale • .. _ aar a S> aD s • PARTIAL REFLECTED CEILING PLAN BUILDING 21-Q4 ARCHITECTURAL MASTER COL A- J/9 -11 LEGEND: FOR LEGEND SYMBOLS SEE SHEET Cl GENERAL NOTES: 1. FOR GENERAL NOTES SEE SHEET G 1. 2. STRUCTURAL, MECHANICAL AND ELECTRICAL. ITEMS SHOWN ARE SCHEMATIC ONLY. REFERENCE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFIC SCOPE OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK (DEMOLITION, EXISTING, NEW, RELOCATION, ETC.). CONSTRUCTION NOTES: [ 1 :: > PROVIDE SMOKE CURTAIN AT LOCATION SHOWN. 7_- RESTAPLE EXISTING, FOR.-FACED BATT INSULATION TO EXISTING ROOF FRAMING. PROVIDE STAPLING FOR FIVE BATT INSULATION SECTIONS (2. -O" x8' -0 ") THIS DRAWING. SEE PROJECT MANAGER FOR LOCATIONS. c A . r KEY PLAN SCALE: NONE CITY OCT 2 3 1992 CITY OF TUKWILA. APPROVED NOV 1 3 19:2 AJ INK; i _D 777.1-771 7 BEIM ENGINEERS LAST REVISION YMBOL 10.41e. SNEET JOB N©- 1 A 283 COMP NO. 127017/D -9 -- 9 2045 9200 4 D.C. DwG rai5. 21 -04 -1 A283 294A2831 6MM! 10.06.92/11,08 1 d3 's.4^Akf�rwC.:w.,3r.�..' ' -'� t r .. u,. -. t.. _: � : . - .., .,.. -+. -w�_ ,f:: _. -.J . _.�•. o` hiL':! L'+ ;_ . . s?• 4 4Syi' •o:r. 1 TYP 4 ,,.... 1 t 1 1 1 1 REVISION i4:160.1M401130.001111W010010 MIMI OPP .......■••••••■•••■■•••■••■•••■ -t- „... 4- - ---_----- • 20' -3” I 24' - WM PAN .s—ALC *MN as ....14,04E0•4•1119~4 APPROVED '1 4 7 1. r' 24' - ;5" 1 24 3" • " , *%%• REVISION IRV Ca 0.4.0.4.1044"4.4.44....41.01411 1Na WRY *.... , ■•... 4 •■• •••TgO•••••.•* BY 13> ‘l• :i .1 FY P PARTIAL ROOF PLAN 7.-)Arc = 1.--0 1114 I I L L - ‘ 210' 0" iii AfgaritEfirea FACILITIES DEPARTMENT ;' - - \ 24' 3" 0 1/4" (K ( (id) 20 3/4" 24' 3 0.4*■••••.1 D AUBURN, WA. 98002 O BELLEVUE, WA. 98007 O EVERETT, . 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MATCH LINE — FOR CONTINUATION SEE SHT Al 62 FACILITIES DEPARTMENT 24' /1 • -'3 "WIIIMMOONVININIVONIMO w — 3 .aawarw.aa.>«.rraw IMO .ra 1 W L_ 0 AUBURN, WA. 98002 O BELLEVUE, WA. 98007 O EVERETT, WA, 98201 O KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 la SEATTLE, WA. 98124 , .. } :. WA1A.ACE !� 4TAt Of w IiIrte :10:4 1a1'- - A161 A201 ~ 1YP ACCEPTABILITY This DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT. 7A' —(7 1/4 as uma Ili a _, w OlIN.POe PIOMAI _wad S. .a• DATE -•r ara- wlrwwF.ma. w- e- ww10111s1001111.1Mnol ) RAWN BY G. MILLER WALLACE G. MILLER ewe W. HENCKEL M R MOLZ 20' 2 ........ /4" +.a. Nr- r.Yiiaa11a1w111laO.y1. .a• -o-x SUBTITLE TITLE ( M. . 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FOR GENERAL NOTES SEE SHEET G 1. 2 __ > ROOF HATCH �3 > VENT THROUGH ROOF I 4 .> TOILE f EXHAUST UNIT HEATER VENT CONSTRUCTION NOTES: FOR VENT THROUGH ROOF SEE DETAIL FOR DUCT THROUGH ROOF SEE DETAIL A161 4201 42> PROVIDE SMOKE VENT AT LOCATION SHOWN. COORDINATE PLACEMENT OF SMOKE VENT WITH NEW AND EXISTING FRAMING. SEE SHEET 5161. PROVIDE ROOF PATCH AT APPROXIMATE LOCATION SHOWN. COORDINATE LOCATION OF ROOF PATCH WITH MECHANICAL REMOVAL. SEE SHEET 1 M 11. ,- A161 A201 KEY PLAN SCALE: NONE crE• 1� OCT 2 3 1992 D.C. SY►A LAST REVISION SHEET A161 A161 4201 BE &C ENGINEERS JOB NO. 1 2 70 17/DCA 9 -92045 Dwc Flo. 21- 04 —A161 2944161 R GMM/10.05.92/1 8:37 Wwori 11' - -0 "± TY P 20' -3" �.— aa.....r ra .ww aw .ar owwnir.w.a.waa — . r - -- . MATCH Llt J FOR CONTINUATION l EE SHT Al 1 Mr �. - � ,.......�..�.�......� _ w � w �wrmer >•aA,.r.a .w a. .�ra owoOMM waw �.r ,_ aw.ae.rr, �,. ..�.�..O....._.. 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HENCK •rwrOrAr owswowm. w sow roem worrio . ww r as wrewaYrrrosa M loot - 1 S UBTITLE A`'PR vs:� ARCHITECTURAL MASTER 1N. CHOP 10.12 . TITLE VSae re• rl1' eraw (.D PARTIAL ROOF PLAN BUILDING 21 -04 COL A -J/6 -6 CONSTRUCTION NOTES: KEY PLAN SCALE: NONE CIT . : ? OCT 231992 LEGEND: FOR LEGEND SYMBOLS SEE SHEET G1. GENERAL. NOTES: 1. FOR GENERAL NOTES SEE SHEET G1, � CAPPED OPENING r3 -> VENT THROUGH ROOF [ 4 > HVAC !NIL ET UNIT HEATER VENT PROVIDE SMOKE VENT AT LOCATION SHOWN. COORDINATE PLACEMENT OF SMOKE VENT WITH NEW AND EXISTING FRAMING. SEE SHEET 5162. CITY � OF �� � tr oy 13 1992 LAST REVISION SHEET ENGINEERS sYrAeoL T DATE OF A162 JOB NO. COMP NO. 127017/DCA - 9 - 92045 92094 D -C. mi° Nor 21- 04.4162 _ I .I 294A162 - ... _ ... GMM/ 10.05.92/ 1 S:41 ;:;•.',:/ • . se PM 1 ' - u • • 'rrr' p 1 20' - - r /Mk sM -------- egg INN 5.11011116ININIMPISMINOMM211 CI= re riesmaranomm000s ow me (D) (c) 24' 3" 1 7.45 u S do/S 011 .0110 . 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FOR GENERAL NOTES SEE SHEET G 1 . { CAPPED OPENING 1 31> UNIT HEATER VENT Dr> ROOF VENT IT> EOUIPMENT CURB CONSTRUCTION NOTES: PROVIDE SMOKE VENT AT LOCATION SHOWN. COORDINATE PLACEkIENT OF SMOKE VENT WITH NEW AND EXISTING FRAMING. SEE SHEET S163. PROVIDE ROOF PATCH AT APPROXIMATE LOCATION SHOWN. COORDINATE LOCATION OF ROOF PATCH WITH MECHANICAL REMOVAL. SEE SHEET RFM13R. Al (A a a SCALE: NONE A160 A161 A162 / /di/ / A163 • I, KEY PLAN --) CITY r OCT 2 3 1992 • LAST REVISION SHEET D.C, DWG Nce• '1 92045 W 97 1 0;1 21-04-A163 294A163R GMMil 0.0679709:20 A163 -13$ 1, • - 11; BEItiC ENGINEERS S'YtartWL DATE ..,....,44';.-z.4,,,•i4;',...;. ",:-,,, ,,,,..... . . -.....:,;..... +26' -11" - A.F.F. AT PERIMETER -1-27' -9" A.F.F. AT RIDGE +0' -0" A.F.F. 4 SYM U a 6 MIL VAPOR BARRIER CRUSHED ROCK (2' -0" ) /s/2,v,\.//\ °" --- LIGHTWEIGHT FILL (2'- 0 ") 4 EXISTING EXTERIOR WALL - SECTION /T) SCALE: 3/8 » = 1' - REVISION 24 GA. PREFINISHED METAL COPING __ ---- -- TREATED 4x6 TOP PLATE (CONTINUOUS), TREATED 2x6 NAILER (CONTINUOUS) AND A `- TREATED CANT (CONTINUOUS) FROM A 6x6 �_-- BUILT -UP ROOFING (CLASS 'B') CONCRETE PANEL (5 1/2" ) ASPHALT (3" ) t --- CRUSHED ROCK LIGHTWEIGHT FILL (2' - 0') \ \ r FOOTING ' 2x4 DF #2 AT 2' -0" U.C. WITH SIMPSON U24 HANGERS ----- 1/2" CDX (5 PLY) PLYWOOD DECK { R - -19 BATT INSULATION - REINFORCED CONCRETE SLAB (9" ) WATERPROOF MEMBRANE - FOOTING DRAIN 1A1O A200 REVISION ~-- 4x14 DF #1 DENSE AT 8' -O" O.C. WITH GLU -LAMS AT 24' -3" O.C. (6 3/4 "x22 1/2" TO 6 3/4 "x36" MEMBERS) • f ti. SCALE: 1' 1' -0" APPROVED TYP DATE _ 4;/ 617 — FILL PIPE WITH CONCRETE EXTERIOR BOLLARD - SECTON 2x2x3/16 STEEL ANGLE CLOSURE WITH CONTINUOUS SEALANT ~�-- 3/8" x3" LAG SCREW '�`�"`-- --_- -- GLU — LAM BEAM v �' ry ` `'--- - - ---- 30 GA. CORRUGATED METAL SIDING - - CORRIGATIONS VERIGAL WITH FOAM CLOSURE AT TOP, PROVIDE #12 -- 14x1" SELF- DRILLING FASTENER AT 18" O.C. PROVIDE #14x7/8" LAP SELF- DRILLER AT 18" O.C. ---- -- - -- L 2x2x3/16 STEEL ANGLE AT 8' -O' 0.C. __ --- -- % 2x2x3/ 16 STEEL ANGLE CLOSURE WITH CONTINUOUS SEALANT PROVIDE CUT -OUTS AT EXISTING 4x14'S SMOKE CURTAIN AT GLU -LAM - SECTION -- 4" SCH. 40 STEEL PIPE PAINT SAFETY YELLOW --- CONCRETE BASE 3000 PSI @ 28 DAYS TYP SCALE: 1 " = 1' -0" 1A280,1A281,1A262,1A283 A200 BOLLARD CONCRETE: BASE .. --- --- BOLLARD SHED SLAB y \\ ArdenEriti FACILITIES DEPARTMENT FOR PLACEMENT OF BOLLARD IN RELATIONSHIP TO SHED SLAB, FIRE DEPARTMENT CONNECTION AND POST INDICATING VALVE SEE DETAIL 7 1- A A500 A200 _ - --- EDGE OF SHED SLAB r � r BOLLARD - SECTION SCALE: 3/4 "= 1' -0" 1 x TO NEW PURLIN ---� 3/161\ c4) BRACE �- 1 J a EXTERIOR BOLLARD PLAN -- DETAIL if) BOLLARD PLAN SCALE: 1 "= 1' -0" A200 SCALE: 0 AUBURN, WA. 98002 0 B E LLEVU E, WA. 98007 O EVERETT, WA. 98201 0 KENT, WA. 98031 O PORTLAND, OR. 97220 O REN . ON., WA. 98055 II SEATTLE, WA. 98124 TYP />- 1/4 1/ SCALE: 1" = 1 ' -O" 1 3/167 ? II - ►, {' rYP I CAL �, - -�-- FILL PIPE WITH CONCRETE - i:?' tvil' { SMOKE CURTAIN AT PURLlN AISLE NUN - CANTILEVER RACK ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED AAPROR/E BY I DEN. DATE ;F:,Yn ,F¢ ±.:r.S•+a n' b.. „y,....ric 7 ”; r- �_ _ ---- -- - ---- BOLLARD AND BOLLARD BASE PLATE �! ° - RACK AND RACK BASE PLATE A200 bRAWt4 . DT G. MILLER LACE. G, MILLER decks, J. WALLAC W. HENCK APPS v D M. SCHOLZ ----- 4" SCH. 40 STEEL PIPE PAINT SAFETY YELLOW — BASE PLATE -- 1/2" x12." x 1' -0" SLAB .-- (4) 3/4"95 HILTI KWIK BOLT II WITH 4 3/4" FAIN. EMBEDMENT i OR PLACEMENT OF BOLLARDS IN RELATIONSHIP TO RACKS SEE DETAILS -'�'� "'• A200 A200 1A10,1A11,1Al2,1A13 A200 ---- ROOF DECK F 1 A280,1 A281,1 A282,1 A283 2x4 FRAMING -- EXISTING 3/8" x3" LAG SCREW PURLlN -• EXISTING 2x2x3/16 STEEL ANGLE CLOSURE WITH CONTINUOUS SEALANT 3/8" x3" LAG SCREW 3x3x3/16 STEEL ANGLE AT 8' - -0" U.C. PURI_IN - NEW - SEE STRUCTURAL 30 GA. 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'+- ..,,- � +..;, � .: •:.r ... ..,. -:. �_ ... .':'...;. 7n �C�:44'�, ii s .r ._�frd .r. _,a f,^t Y. xn;I n..A �,7 ;J BOLLARD SCALE: 3/4" = COL 1 BOLLARD PLAN SCALE: , _ 1 BUILDING 21 -Q4 RAIL - SECTION _ TYPICAL DETAILS & SECTIONS :s �':.1 ,..e :.r.t.iv- ca•.v.s�.c�zl,x ..,,..rt...vC L.�.ri,w. Gt _.,.. .. - .� ----- AISLE - ----.- —-- ---- -- -- BOLLARD AND BOLLARD BASE PLATE --- 4" SCH. 40 STEEL PIPE PAINT SAFETY YELLOW ---- --- CANTILEVER RACK ARM I mo, � RACK CANTILEVER RACK OCT 2 3 1992 DETAIL C3) LAST REMS40N SHEET A200 A200 3" SCH. 4 STEEL PIPE PAINT SAFETY YELLOW LENGTH AS SHOWN ON PLANS i / �_. -- ---- -- FILL PIPE WITH CONCRETE ---- BASE PLATE -- 1/2 "x12 "x1' -O" SLAB (4) 3/4 "O HILTI KWIK BOLT it WITH 4 3/4" MIN. EMBEDMENT 1A1 11A200 CflN Q j� � ` D P, t V 1 3192 n6 OA) i 4 �U i3 i1_O NG DIVISiON BE &C ENGINEERS SYMBOL DA OF JOB NO COMP NO. 127017/DCA - -9 - -92045 92094 DEC NO. 21-04-A200 294A200N GMM 1O.O6.92/10:13 ss -n4' ?2 .1,a l.+J•.,u.�ef rFd ..y;YM.r......_iii...�.....:•. SYM f P - SEQTION SCALE : NONE 1Al2 A201 - '1 6" FROM GRRJLINE2 ' -0" FROM G A ClOM MID OZEIAMMT DATA SHELF --- SECTION SCALE: 1 1/2 1'- 0" 1` -- — PROVIDE "ITW - BU11 DEX 1 2 - 14 x 1" PROVIDE 11 rr v i r. i i_ PAN HEAD TRAXX /2" - TYPICAL OF 2 PROVIDE DEMOUNTABLE PARTITION STUDS TO MATCH EXISTING REMOUNT DEMOUNTABLE PARTITIONS PANELS REMOVE BATT INSULATION AS REQUIRED SEALANT SCALE: 3 "= i'-0 REVISION 6 " 1' __0" DUCT THROUGH ROOF - SECTIGN A201 .----- 1' - 0 "x2' -0 "x3/4" APA A• C, GROUP 1, EXTERIOR GRADE PLYWOOD I PAINT TO MATCH ADJACENT WALL COLOR �.... ------ B- LINE STRUT B409 SINGLE CHANNEL BRACKET - DURA -GREEN TYPICAL OF 2 ---- B- -LINE SCREW SFHMS 3/3'x1 1 /2" TYPICAL OF 4 �`- --- -- B- LINE SPRING NUT N228 3/8" --16 TYPICAL OF 4 1/2" x3" LAG SCREW TYPICAL OF 4 COLUMN B7 PROVIDE SUPPORT AT 6' -O" O.C. B -LINE CHANNEL B- -22 -1 -SFI - DURA -GREEN AT GRIDJNE A - PROVIDE 1/2"0 HILTI KWIK BOLT it WITH 2" MIN. EMBEDMENT PROVIDE B -LINE SQUARE WASHER B202 TYPICAL OF 2 AT GRIDLINE 4 - PROVIDE 1/2" x3" LAG SCREW - TYPICAL OF 2 B- LINE TWO HOLE CORNER ANGLE 8230 DURA -GREEN WITH B - -LINE SPRING LOADED NUT N225 AND B- LINE HEX HEAD SCREW HHCS 1/2 "x7/8" - TYPICAL OF 2 B --LINE CHANNEL B- 22 -1 -SH -- DURA -GREEN PROVIDE DEMOUNTABLE PARTITION TOP TRACK AND CEILING TRACK TO MATCH EXISTING ----- DUCT THROUGH ROOF WITH STORM COLLAR _• ---- METAL CONE FLASHING SET IN MASTIC — PLYWOOD DEC K (CUT AS REQUIRED) - - ---- CAP SHEET AND BASE --�"� SHEET TO MATCH EXISTING — INSULATION (CUT AS REQUIRED) APPROVED I� 1 1 \ i / 1( ` " DATE SYM A161 A201 REVISION A201 FIRS EXTINGUISHER MOUNTING - SECTION SCALE NONE SCALE: NONE BY APPR NE:D DATE 611 1 . r(P ROOF PATCH - DETA I L 2' " 1 ' • -0' DATA SHELF - SECTION SCAL E: 1 1/2' = 1' -0" �- -- AT CONCRETE WALL LOCATIONS PROVIDE 1/4" DIA. POWDER ACTUATED FASTENERS - TYP �--- CONCRETE PANEL -- TYP . --- 1/8" BENT PLATE - TYP - FIRE EXTINGUISHER MANUFACTURERS STANDARD MOUNTING BRACKET WITH 1/4" DIA. BOLT /WASHER /NUT - TYP PINCH INSULATION TO INSTALL MOUNTING BRACKET - TYP AT RACK LOCATIONS PROVIDE FIRE EXTINGUISHER MANUFACTURERS STANDARD MOUNTING BRACKET WITH "ITW BUILDEX" 10- 16x5/8" HWH TRAXX /3 FASTENER TYP AT WOOD COLUMN /WALL LOCATIONS PROVIDE FIRE EXTINGUISHER MANUFACTURERS STANDARD MOUNTING BRACKET WITH 1/4 "x2" LAG SCREW -- TYP 1A10,1A11,1A1 2,1A13 A2.01 REMOVED HVAC DUCT -- VERIFY SIZE --- PATCH OPENING WITH CAP SHEET AND BASE TO MATCH EXISTING ROOFING -- INFINN 4 "W EXTERIOR R - PLYWOOD LL , OPE THICKNESS IG ITH TO MA1 CH G EXISTING ADE SHEATHING ROOFING AND PLYWOOD -- 2x4 AT 2' -0" 0.C. - EXISTING �```--• -- INSTALL INSULATION REMOVED AT NEW SMOKE VENTS .47472E MP= FACILITIES DEPARTMENT Al 61,A163 A201 �__ --- B -LINE STRUT --'� B409 SINGLE CHANNEL BRACKET - DURA -GREEN TYPICAL OF 2 -- 1'- 0 "x2' -0 "x3/ 4" APA A - -C, GROUP 1 EXTERIOR GRADE PLYWOOD '`` ~----- PROVIDE (2) 2x4 CROSS FRAMING MEMBERS AT EDGE OF INFILL PANEL, CONNECT TO EXIST 2x4 JOISTS WITH SIMPSON U24 JOIST HANGER AT EACH END WITH 2-10d x 1 1 /2" EACH 6 �°--~ B -LINE SCREW SFHMS 3/8" x1 1/2" TYPICAL OF 4 - B-LINE SPRING NUT N228 3/8" -16 TYPICAL OF 4 1/2 "x3" LAG SCREW TYPICAL OF 4 FIBERBOARD INSULATION 4" PRESSURE TREATED CANT �`- - - COLUMN 87 O AUBURN, WA. 98002 O B ELLEVU E, WA. 98007 O EVERETT, WA. 98201 L KENT, WA. 98031 O PORTLAND, OR. 97220 O RENTON, WA. 98055 Id SEATTLE, WA. 98124 SCALE: 3 "= TYY -0 SCALE: NONE 41r 4 -- CAP SHEET AND BASE SHEET TO MATCH EXISTING SMOKE VENT CURB - SECTION ( FIRE EXTINGUISHER MOUNTING - ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED DATE WN BY G. ER maw J. WALLAC 4 PLYWOOD DECK / \ r \ ,! �' ! (CUT AS REQUIRED) � j I— INSULATION (CUT AS REQUIRED) FRAMING (SEE STRUCTURAL) 4 --- -- - SMOKE VENT �_ -- - COUNTERFLASHING BY SMOKE VENT MANUFACTURER -- ------ -- - - - -- CONTINUOUS BACKER ROD AND SEALANT !' - -0" FROM GP, I DI. INE: A " FROM GR I l!I- I NE 4 PROVIDE DEMOUNTABLE PARTITION MODULAR TERMINATION TRIMS TO MATCH EXISTING REMOUNT DEMOUNTABLE PARTITIONS PANELS PROVIDE DEMOUNTABLE PARTITION STUDS TO MATCH EXISTING PROVIDE FASTENER - FASTEN DEMOUNTABLE PARTITION TRACK WITH 1/4" DIA. POWDER ACTUATED FASTENERS © 24" J.C. PROVIDE VINYL BASE TO MATCH EXISTING -- VERIFY HEIGHT CONCRETE SLAB PROVIDE DEMOUNTABLE PARTITION TRACK TO WATCH EXISTING PARTITION BASE - SECTION SCALE: NONE FASTENERS AT 8" 0.C. WITH SEALANT ---- METAL SMOKE VENT CURB BY MANUFACTURER, FASTENED TO DECK AT 18" 0.0. ---'- ADD 'WOOD SPACER BLOCKING TO COMPENSATE FOR R0()F SLOPE Al 60,A1 6 {A201 AT CONCRETE WALL LOCATIONS ■ PROVIDE 1/4" DIA. POWDER ACTUATED FASTENERS - TYP CONCRETE PANEL - TYP `---- 1 /8" BENT PLATE - TYP PINCH INSULATION TO INSTALL_ MOUNTING BRACKET -- TYP ELEVIOJJ2 DATE A201 G. l,ntt+ WIER WALLAC APPROVED W. HENCKF. L APPR p M. ChOL7_ 10.12.92 SUBTITLE lrrLE ARCHITECTURAL_ MASTER SCALE : 3' COL PIPE PENETRATION - DETAILS & SECTIONS BUILDING 21 -04 _ - PIPE THROUGH ROOF ----- STAINLESS STAINLESS STEEL CLAMP WITH SEALANT BEAD ALL AROUND --- PRE -FAB ROOF JACK /PENETRATION BOOT AND CAP SHEET (HOT MOP BASEPLATE AND CAP SHEET TO ROOF) -- CAP AND BASE SHEET --- PLYWOOD DECK (CUT AS REQUIRED) �'�-- INSULATION (CUT AS REQUIRED) PROVIDE BLOCKING AT PIPE FRAMING (SEE STRUCTURAL) SECTION r‘G_ A161 A201 OCT 2 31892 SHEET D.C. LAST REVISION A201 JOB NO. 127017/DCA --9- 92045 revs NO. 21 r04• - -A201 DE &C ENGINEERS OF COMP NO. 92094 294A201 N GMM/10.05.92 16:26 0 16 VHS INCH i • LZ 3Z SZ VZ EZ Ilil il11111111111i1 . 111IIIIIIIIL 11) i� I I III I I I I Ill I1 ,, PIN . . ;�:.•� : - IICI � I�I�I�I 11.l.I �: 1 2 3 Z lZ OZ 61 81 41 91 9l vl ;J1IIJ111.1I1li1 11164IIII1101 !! El Z R dl, 6 lil, I lll ll111i! Ilnil !IIIII(Illllllllllllllilllf!,I f I"ll ; i" l!.III'• l�ljl-ll .' 111 pp 1 1 . 1 1 1 . i < + � 11i1 i , 4 5 6 7 p. , NOTE: If the m icrof i lmed document is less clear than this notice, it is due to the quality of the original document. 111111111111111111 ` 11 MADE?16ERMA8V 12 wwiv ......n.-1.......w ,1101..m.... DOOR SCHEDULE D40R MARK FROM TO DOOR SIZE TYPE (2) TH K MTL (3) ( FIN (5) C :ASS {$) R �. I~ t�At ($} 11-;i7'..Ti NI STORAGE AREA EXTERIOR 3' — 0' A 3 4" HM PAINT -- -- HM I 1 - El STORAGE AREA EXTERIOR 3 - A A A A 13/4" HM ! 3/4" 'HM 1 3/4" . HM 13/4" HM PAINT PAINT PAINT PAINT - - - - HM I 1 E2 STORAGE AREA EXTERIOR 3'-- O "x7' -0" 3 0 "x7' --O" "x7' -0" -- _ - HM HM I 1 1 E3 E4 STORAGE AREA STORAGE AREA EXTERIOR EXTERIOR `'3'-0 . HM I 1 E5 STORAGE AREA EXTERIOR 1 -- -- 3--0 x7 � -- O k, A A A A 1 3/4" HM 1 3/4" ` : HM 1 3/4 HM I 3/4" HM PAINT PAINT PAINT PAINT - - HM 1 E6 STORAGE AREA EXTERIOR 3'- 0 "x7' -0" - - - - w - HM HM Ti7 1 1 1 E7 STORAGE AREA EXTERIOR 3'- 0 "x7' -O" 3'- 0"x7' -O" S I STORAGE AREA EXTERIOR W2 STORAGE AREA EXTERIOR 3'- 0 "x7' -0" . A 13/4" HM PAINT - - HM ' 1 W5 STORAGE R EXTERIOR 3- 0"x7' - A 13/4" HM PAINT -- - HM__ I 1 W6 STORAGE AREA EXTERIOR 3- 0 "x7'• 0 A 13/4" Hii PAINT - - HM 1 1 W8 STORAGE AREA EXTERIOR 3 0 "x7' --O A I 3/4' HM PAINT -- - JIM I 1 10IG4 STORAGE AREA STORAGE AREA 3'- 0 "x7' -O" A 13/4" HM PAINT - 90 MIN HM 4 1 101F8 STORAGE AREA STORAGE 3'- O'x7 -Q A 13/4" HM PAINT - 90 MIN ,HM 4 101B7 STORAGE AREA OFFICE AREA 3 0 "x7 -O E3 1 3/4 WOOD FF - -- HM 3 3 1 III1T.w. -_ _rnw,+ +s...,�.. r_.v�._....� - wwr._,_ - • W UPWARD AACTING SECTIONAL DOOR DOOR MARK — TO ' DOOR SIZE TYPE {2) ( THK (3) MTL (4) FIN (5) GLASS (6) RATING (7) FRAME (8) HOWE GRP NOTE 24-c, x24 -O" 12 O "xI2' -0" A A 1 3/4 13/4" HM HM - HM HM 2 2 1,2 1,2 N2 STORAGE AREA EXTERIOR W4 STORAGE AREA EXTERIOR N2 STORAGE AREA EXTERIOR 12.' --0 "x12' --O" A I 3/4" HM - HM 2 1,2 II NOTES: 1. EXISTING DOOR, FRAME AND HARDWARE. SEE HARDWARE GROUP NOTED IN SPECIFICATIONS FOR HARDWARE TO BE REMOVED /ADDED. .,u���11tA 2. SEE ELECTRICAL, DRAWINGS FOR ADDITION OF KEY CO N D OPERATOR TO EXISTING MOTOR CONTROLLED OPERATOR. �p � 3. NEW DOOR, FRAME AND NOTED HARDWARE BY PARTITION MANUFACTURER: �, 1 0 SEE HARDWARE GROUP NOTED IN SPECIFICATIONS FOR HARDWARE QN \s tyCl . TO BE ADDED. r A ♦)w. y 7 : r e M y .. r< '.i'i' 1n,.' r . + .: .. .r ., ,!L3�,,.. 4�u 1f. v.. ,. ..�:. .. ..•. . . -'... �. r.. c. K :::, x._ • w" r(. a-}+ AA' .. t sv..: +n. 'if71'„��a:�.� }+.�5'�r I'N ..y.'j.�+aa.M..... Nk.r. yyx „ p..a.a ^ S,.ni...r..5.w'M.1.m wL'x,.,.,'4o: \5:xvn,• u, a. r. KV: r: M t�a:,` DkL7M�: fr.. al 1. �S.. ��F� FY 4 b�u , r �v.. a aWn.. x.tv. kb..:. t N3.'✓ :+ha;y$`Je.w`.ihrn{v::ans..�'La d�.ua,.+t@.D�^.�b`, ..`�' .✓C r-Gi .. a..: 1. a:. w • . NOTES: 3 ' - (TYP) FLUSH TYPE A 0” PAIR FLUSH TYPE B UPWARD ACTING SECTIONAL TYPE D TRACK -- 90 DEGREE BEND DOOR TYPES ,r D ials= iv ia^ Git,'"4v" "^. zt—. mz.v_ tf l .. r `• : �r+•'!'fi:r4� i i i ...K -. i r •Y r ,t i fr ,.; r. 9 ` T �'' f; ! s i� I IIIIIIII IIilII Ii;lIlIl III) 11111 (I 11 ILjIII : I i'I�`II #�'! �I : r H ll�I"�' + ! ` I i f "f(i' trip, I : (Ili ; (Ill 1I j iE ' r I I III I I 1111111111 Will I 1111111111 0 ""H"K" 1 2 3` 4 5 I 6 7 F3 ... 9 f 10 11 ► F11464a 12 s' NOTE: If the microfilmed document is .Less clear than this L I notice, it is due to the quality of the original document. 0€ 6z 8G Lz 9C sz 4 73 ' ez zz lz 9Z 61 91 L1 91 51 til el zl II 01, 6 £3 /. 1 a r, h , 7 t ww Q U1 Illi llilIIIIIIi�II!l IIIII�IIiIIIIIi�IIIllilllilll lll(lllIIIIIIiii�Iiii #11�I1il III IIIiii.toill111�11ll iill�lilllii #I�!! !J1#l1,IIIII1111llIIIIllilillll 1 11 IIIII! illill 111{ iiilllillClllili #Ilillllliill�lllllll'i�i111I III�l 111 I111iilIllllllllli!I IIIiIlII11I !lII�IIIIIIIIIIIIIilllil lill ... ...:•,. J.- ...... r.. .... ,. , -:r. . .r v ..'..� , or k•- .+osr-"' „!,r, '''''''''.5,T r�. f .,..r 5: n.. a. - 7 !�' : {... ':>'• ...N • .-M3t � v !"'r'i.. r. _.7h?'• ., ..r , ..z -.1`,: _.. „ -;, <. ... .'+3) �a � [Ix.:f� ,� :t . .. , ... 11.r a ., .• .... d ;•� s.. 4 .. u e e .. - ..:. ..�' ,. ,. f ?, n , z> > s A:i 1 ? 'l tx � . .v r '�?` Y }i' lf: 1� y . �� .1 x.C. } ` } { p... ., .... -._ ..,.:. -. I .... _. ,.. .... ... ... _.. ... -, -.. • ., .. _ .. ,l : ••- ,.. ":,• � .. .....t r.... ... 1'.. ' .. . .. - a .,., �!!. r..... .. ,::5 . { t , r. � .,. W. HENCKEL AE'st ;qtr ARCHITECTURAL MASTER COL I gCHDLZ 10:'12.92 SUBTITLE JOB h4. MP Nit. 12 7017 / CO DCA -9 -92045 92094 Vu,D NO. 21 294A350N GMM /1 0.05.92/114 :14 Y P -.- �... a. - .,, . -..., . _.. _ .• Y. a. x .' a 7. '1 ': BE &C ENGINEERS 60L DATE 3 -0" FLUSH TYPE C ... . .ti >6'. '� a -a•C `a :_z_.:L :aid MATERIAL KEY DOOR CONSTRUCTION SC - SOLID CORE WOOD HM -- HOLLOW METAL WG - WIRE GLASS TG -- TEMPERED GLASS FACING /FINISH MP - METAL /PAINT FF -. FACTORY FINISH GWB -- GYPSUM WALL BOARD PNT - PAINT ACT - ACOUSTIC CEILING TILE WD -- WOOD S/V - STAIN /VARNISH ,A+ - :,.'; i. a�.# ti�.,.�a.s,.,�x.i :Lx, r..au�.... ,.ne,,.,....Y•'. -.r. F,;r:,.w.,SAK... ..v.. ,» O AUBURN, WA. 98002 � zr•.s rLf;�.a 0 BELLEVUE, WA. 98007 � 0 EVERETT, , ,A. 98201 L } I AIEMEtrAffia FACILITIES DEPARTMENT 0 KENT, WA. 98031 WALLACE O PORTLAND, OR. 97220 O RENTON, WA. 98055 SEATTLE, WA. 98124 ..,Yr.- , •f rY>ddp'J ,.1.. L:� 1' iv.- i.... APPROVt0 BY ACCEPTABILITY THIS DESIGN AND /OR SPECIFICATION IS APPROVED MLR 3r 'G.. MILLER WALLAC G. MILLER- CHECKED J. WA LACE DOOR SCHEDULES CITY t f t .. Sri A OCT 231991 !1' CODES AND SPECIFICATIONS A. UNIFORM 'BUILDING CODE-109I EDITION AMERICAN NATIONAL STANDARDS ANSTITUTE ANSI A58;I 1988 REVISION AC1 318 -83 BUILDING CODE REQUIREMENTS FOR REINFORCED `CONCRETE D. CRSI MANUAL OF STANDARD PRACTICE - LATEST EDITION E. AISC MANUAL OF STEEL CONSTRUCTION - EIGHTH EDITION F. AWS STRUCTURAL WELDING CODE - ANSI/AWS DI.1 -86 G. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) H. AMERICAN INSTITUTE OF T CONSTRUCTION (AITC) 1. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) 1991 EDITION PESIGN CRITERIA A. WIND LOAD I. EXPOSURE C 2. BASIC WIND SPEED = 80 MPH oc 6Z 9G LZ 9Z SZ 'Z (£Z ZZ III IIII IIIIiIiiII 111)11Iii 9i Ll 91. 011111 A 5 6 7 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document. £t ZI ' II OI 6 III I MIIII1111lih IIIIII!IIII6!IIIIIIIII LAST REVISION SHEET COMP NO. 92094 B. SEISMIC LOAD V = =Z1C W = TOTAL LATERAL FORCE AT BASE Rw Z = 0.30 FOR ZONE 3 I = 1.0 C = 2.75 Rw = 6 FOR MOMENT - RESISTING SPACE FRAMES (OMRSF) C. SNOW LOAD I, UNIFORM LOAD = 25 PSF MATERIALS A. STRUCTURAL STEEL I STRUCTURAL SHAPES AND PLATES SHALL BE ASTM A36. STRUCTURAL TUBES SHALL BE ASTM A500 GRADE B. 2 FABRICATION AND ERECTION SHALL COMPLY WITH AISC SPECIFICATIONS. SHOP DRAWINGS OF ALL STRUCTURAL STEELWORK SHALL BE APPROVED BY THE ENGINEER PRIOR TO FABRICATION. STEEL MEMBERS SHALL BE GIVEN ONE SHOP COAT OF APPROVED PRIMER, SURFACES TO BE EMBEDDED IN CONCRETE, FIREPROOFED OR FIELD WELDED SHALL NOT BE PRIMED. SURFACE PREPARATION FOR PRIMING SHALL CONSIST OF RUST AND SCALE REMOVAL BY POWER TOOL` SURFACES TO BE PRIMED MUST BE DRY, FREE OF DIRT, OIL, GREASE, OR OTHER FOREIGN MATTER. B . STRUCTURAL AND MISCELLANEOUS STEEL CONNECTIONS C. STRUCTURAL LUMBER 1 ALL LUMBER SHALL BE GRADED IN ACCORDANCE WITH CURRENT WWPA STANDARD GRADING RULES FOR WESTERN LUMBER. ALL LUMBER SHALL. BE SEASONED WITH A. MOISTURE CONTENT NOT TO EXCEED 19% ALL. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH A STANDARD CUT WASHER. ALL NEW FRAMING SHALL BE DOUGLAS FIR-LARCH, UNLESS NOTED OTHERWISE. 4x10 DF SELECT STRUCTURAL 4x10 DF NO. 1 2x8 DF NO.2 WELDS SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS I N ACCORDANCE WITH AWS AND RISC SPECIFICATIONS. ELECTRODES SHALL BE E -70 SERIES. D. CAST -IN -PLACE CONCRETE Fb =1725 psi Fb =1200 psi F b- l`O50 psi, 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, UNLESS NOTED OTHERWISE IN SPECIFICATIONS, DESIGN MIX FOR CONCRETE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. EXPOSED EDGES OF CONCRETE SHALL HAVE 3/4" CHAMFER, UNLESS NOTED OTHERWISE. REVISION DATE S.+:l;„S�S&.Y?.r..,a.H...7. i, t ' «;.:ri: c. ✓whi REVISION i1 rte.. +r:kf¢u�J•'�a? R' ?i„ REINFORCING BARS I. CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI 318 -83 AND ACI 315. Z REINFORCING BARS SHALL BE DEFORMED BILLET BARS CONFORMING TO ASTM A6I5 GRADE 60. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS, PLATES, OR ANGLES, ETC., SHALL BE PROHIBITED EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. 4. REINFORCING BARS SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN POSITION. LOCATION OF REINFORCEMENT SHALL BE AS INDICATED ON THE DRAWINGS. THE FOLLOWING PROT FOR REINFORCEMENT SHALL BE PROVIDED, UNLESS NOTED OTHERWISE. (A) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 (B) (C) EXPOSED TO EARTH OR WEATHER: #6 THROUGH #I8 BARS 2 #5 BARS AND SMALLER I--1 /2 NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH THE GROUND: SLABS, WALLS, #1I BARS AND SMALLER 3/4 BEAMS, COLUMNS, PRIMARY REINF, TIES AND STIRRUPS I -I /2 5. LAP SPLICE LENGTHS: (UNLESS NOTED #4 .... l'-8" #6 .... 2'-7" #5 .... 2'-2" # 7 .... 31-3„ MIN COVER (INCHES) OTHERWISE) #8 .... 4'-3" #9 .,.. 5'-5" 6. MIN CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER SHALL BE THE DIA OF BAR, BUT NOT LESS THAN I INCH AND /OR I i/3 TIMES MAX AGGREGATE. FOR PARALLEL. REINFORCEMENT IN 2 OR MORE LAYERS, BARS IN UPPER LAYER SHALL BE DIRECTLY OVER BARS IN LOWER LAYER WITH A MIN CLEAR DISTANCE BETWEEN LAYERS OF I INCH. F. GROUT I. NON- SHRINK GROUT SHALL BE EMBECO #885 BY MASTER BUILDERS, OR OTHER APPROVED. GENERAL 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 ALL STRUCTURAL MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED. ALL PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER. LOCATION AND SIZE OF INSERTS, OR HANGERS FOR MECHANICAL EQUIPMENT SHALL BE TAKEN FROM APPROVED VENDOR'S DRAWINGS AND CHECKED WITH THE EQUIPMENT SUPPLIER. D. GENERAL CONTRACTOR SHALL COORDINATE ALL ADDITIONAL OPENINGS, INSERTS AND EMBEDMENTS SHOWN ON ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. DO NOT SCALE DRAWINGS. PROVIDE INSPECTION ACCORDING TO THE REQUIREMENTS OF UBC SECTIONS 305. SPECIAL INSPECTION I S REQUIRED FOR CONCRETE, REINFORCING STEEL AND WELDING IN ACCORDANCE WITH UBC SECTION 306, FOR TESTING REQUIREMENTS FOR EACH MATERIAL, SEE TECHNICAL SPECIFICATIONS. 0 AUBURN, WA. 98002 O BELL.EVUE, WA. 98007 0 EVERETT, WA. 98201 O KENT, WA. 98031 K ORTLAND, OR. 97220 CJ RENTON, WA. 98055 SEATTLE, WA. 98124 ABBREVIATION S AT ARCH ARCHITECT Fn BEAM BETWEEN BUILDING BOS BOTTOM OF STEEL, BOSOM ! (W ELD SYMBOL) BOT B CL C L INE CLR C L E AR COL C OLUMN CONC CONCRETE CONT CONTINUOUS CP COMPLETE PENETRATION DIA, DIAMETER DF EA DOUGLAS FIR EACH EL ELEVATION EW EACH WAY FL FIN FINISHED FLOOR FS FAR SIDE FT FOOT FTG FOOTING LLH LONG LEG HORIZONTAL LLV LONG LEG VRTICAL MAX MAXIMUM MFR MANUFACTURER MIN MINIMUM NS NEAR SIDE NTS NOT TO SCALE NO NUMBER OC ON CENfEP, OPNG OPENING PL PLATE REINF REINFORCING, REINFORCE READ REQUIRED SECT SECTION SEL SELECT SHT SHEET SIM SIMILAR STL STEEL STR STRUCTURAL SYM SYMMETRICAL TOC TOP OF CONCRETE TOS TOP OF STEEL PIP TYPICAL T/ TOP OF T &B TOP AND BOTTOM UNO UNLESS NOTED OTHERWISE W/0 WITHOUT W/ WITH DRAWING INDEX S2 S i 60 -S 1 63 S280 S500 S501 N ON 1 { 1, t, 1C Ins f ___ _ . ti t : END STRUCTURAL GENERAL NOTES PARTIAL ROOF FRAMING PLANS SHED FOUNDATION PLAN AND SECTIONS ROOF FRAMING DETAILS SHED PLAN, ELEVATIONS, SECTIONS, AND DETAILS ACCEPTABILITY E END THIS DESIGht APB OR t SPECIrIC ON 15 I NOVEL u.1,_yY ' ENU t,' , APPROVED 8Y DEPT. DATE ,, EfETTEND i , r - • n: SUBTITLE TITLE 1) STRUCTURAL GENERAL NOTES BUILDING 21 -04 OCT 231992 D.0 A S2 ,)o6 W6. 127017 DWG rsa. 21-04 -S2 2945002N WOMB /16.48.92/10:20 1 • S280 S280 Mat 3/4 "0 DRILLED CONC ANCHOR -- 3 1/4" MIN EMBED. SPECIAL INSPECTION REQ'D (2 TOTAL) 15' -8" SHED COLUMN TYP w Q BASE PL 3/4x5x1' -0" W /(2) 7/8 0 BOLT HOLES SHED FOUNDATION PLAN (1-- SCALE: 7/4° = t' -0" G4 5280 L_I A DETAIL SCALE: 3" =1' -0" CI_ SYM S280 S280 4 „ (A) 1J2. TS 4x4 2" 5280 5280 CL SYM EXIST GRADE EL VARIES r 2" MIN APP NEG t1E 14' --0" _ #5010 EW NOTE:. SEE 5501 FOR BASE PLATE AND ANCHOR BOLT DETAILS DETAIL — BASE PL 3/4x10X1' --0” f W /(2) 7/80 BOLT HOLES SCALE: 3" =1' -0* SHED COLUMN TYP 73/4 FACILITIES DEPARTMENT 1_ UNDISTURBED SOIL FOR BALANCE OF CALLOUTS, SEE S280 S280 S280 5280 17 2" PREMOLDED JOINT FILLER EXIST PRECAST PANEL v'r z c ' A:Aem`t"�c'f 'Yid. • •• W C 6Z 8G LZ 9Z 9Z +73 lCZ ZZ I I I . r I II I IiII, IIIII�IIIIIi111111IJi1 1111,1111{II11{I�IJllifiI�liIII i , ![II 1 ,d1111U �^ ;.. 'r > " *ntx r ., t+...0•�i tv -,. ;r. v ; k • r III IIi I' 1 1 I 4 6 7 <:. �..:rr ,•... . . " NOT13: If microfilmed document is less clear than this notice, it is due to the quality of the Qrigin.al document. 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OF 11.1 ' APPRO VED 4V 13 2. b 140 t LU .---- � p jL3 DIVISION a EXISTING 2x4 ROOF STIFFENER BEYOND 1/2'0 A307 BOLTS 2'-O OC STAGGER 10d. NAILS ® 6" OC AROUND OPNG, 'TYP NI / NEW 4x 10 EXISTING 4X14 PURLIN SECTION SCALE: 1" = 1' -0" SEE ARCH 7 FOR SMOKE VENT CURB NOTES: 1. CONTRACTOR SHALL VERIFY OPENING DMENSION WITH EQUIP SUPPLIERS. 2. REMOVE 2x4 ROOF STIFFENERS AS REQUIRED TO INSTALL NEW FRAMING. A s160— S163 S_500 SIMPSON U26-2 STD. JOIST HANGER (2) 2x8 DF NO 2 CONNECT TOGETHER W /(2) ROWS OF 1Od NAILS 0 6" OC ...r ...ate...... w -- .w • • EXISTING 4x14 PURLIN N. `�.. 1/2'0 A307 BOLTS 0 2' -O" OC STAGGER - EXISTING GLULAM LAM E7 AUBURN, WA. O BELLEVUE, WA. 0 Cl KEN A TETT, .' ° �A O PORTLAND, OR. O R E NTO N, WA. M SEATTLE, WA. 98002 98007 98201 98031 97220 98055 98124 NEW 4'x10 EXISTING TIMBER COL .--- ---•— ti- �EXF'itil:S 121 +1 t V ~, EXISTING ROOF EL VARIES SECTION SCALE: 1 = ` 1 -0" BLOCKING SEE ARCH 5160 -S163 S500 -- EXISTING 2x4 STIFFENERS - SIMPSON U410 STANDARD JOIST HANGER BEYOND NAIL PER MFG RECOMMENDATIONS EXISTING GLULAM GIRDER BEYOND 6x4x3"-8" Iv TYP --- -- EXIST /8xO PRECAST CONC WAL L-� ---- -- RL 3/8x4 3/4x0' -6" BEARING SEAT ------ (2) CON ANCHORS W / EMBED NOTE: TO AVOID SPALLING OF CONCRETE PANEL, ANCHOR EMBEDMENT SHOULD NOT EXCEED 4 INCHES. SECTION SCALE: 1 MIN 0" S160—S163 5500 RENASK?N k:ia +. x:,...:: x•....., .' , r. :S..:�'h...b1.7.°ri.wJ.+kwc.'+; . 7 ,rr ✓. } c .err* . .,...r.L _.., r . :............ vi ,�....G. _ .. ,._,., .. S'.=.. _ u �.,....i{cR.a.. �N,.i. OC 6Z 8C LZ 9Z GZ fZ (i111 III I1l1IlIIInIIiII1i111)11lll, I LI1II1II1 I If l'I -1-Ir r If ,II .I:`,;111111 ; I `. 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BASE OT OF PL �. V �......�.... .. 1011_ _ L / SHED SOUTH ELEVATION (LOOKING NORTH) SCALE: 1/4" =- I ' -0" TS 4x3 SECTION SCALE: 3" = ACCEPTABILITY 4 'THIS DESIGN AND /OR SPECIFICATION IS APPROVED APPROVED BY DEPT: DATE S5 BOT OF / BASE PL SUDIITLE SCALE: 1/4” I! 0" 5 SHED PLAN, ELEVATIONS, SECTIQNS, AND DETAILS BUILDING 21 -Q4 STRUCTURAL MASTER COL SHED WEST ELEVATION TS 4x3x3/16, TYP (EAST ELEV SIM OPP HAND) FINISH NOTES -- STRUCTURAL TUBING 1. ALL SEAMS ARE TO BE CONCEALED OR GROUND FLUSH AND SANDED SMOOTH. 2. ALL EXPOSED SURFACES ARE TO BE FINISHED SMOOTH. 3. ALL WELDS TO BE GROUND FLUSH AND SMOOTH, FINISH RADIUS TO MATCH STRUCTURAL TUBE. 4. SEE ARCHITECTURAL DRAWINGS FOR ROOFING AND SIDING DETAILS. cry r.n► OCT 23 S92 C I ic 2AS (LOOKING EAST) LbST REVISION