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SDR29-78 POOR QUALITY RECORD PLEASE NOTE: The original paper record has been archived and put on microfilm. The following document is a copy of the microfilm record converted back to digital. If you have questions please contact City of Tigard Records Department. ANCAKH Site te.'Dev SDR ,2978 •• Patcif: c Ha ghway � I i • • • • • , ry ' I i • I , f A , I I I , r • • I • •, V a .Ore ion State H h w V iv/s o • g,, DISTRICT 2A ENGINEER • • [ROERTWSTRAUB p,0. BOX 565, BEAVERTON, OREGON 97005 PHONE 229-5002 • r , colitaNOa /i�.� '[. ,� in Reply Refer to I File No.: ' •s May 29, 1 97 9 ,-- ---- Roger Stayer Oak Hill Investment Company 7941 SE Johnson Creek Blvd. Portland, Oregon 97206 RE: Road Approach Revisions • Pacific Hwy West at McDonald Street City of Tigard Dear Mr. Stayer It is my, unde?.standi ng that Terry Plink and Ron Failmezger met � r with your representatives last week cuncerning necessary revisions to make the signalized intersection function properly. A compromise - • ',• solution involving the placement of additional curbs and two loops ./: was presented. I am advised there was objection to the requirement of "Type C" curb and the relocation of two loops. Considering the fact that the plans approved in the permit by this office were not followed - r 1 feel that these changes are minimal . It was very evident that the architects' plans, utilizing our easement for additional pancake house parking was used in favor of the approved engineering plan. ! Extruded p are necessary for the right is not acceptable ea �• � ma�ntenancerhea headache ao�•e�SablThesloo spar soon break and become r loops y . turn movement to function properly. . • requesting are not excess , r 4: I feel the changes we are r excessive and that we have gone more than halfway in coming to a compromise solution ' Please advise when this curb work will be completed so we can schedule r placement of the loops. Sincerely, a .. - 1,, . ,..7,,,,,,( 7,. ..,,,e,.....„....,..,lt..., • p William W Geibel District Engineer ' ` WWG:js cc: Ed Hardt Jack Sol li s, Chief Counsel Ron Fai l mezger City of Tigard Planning Department • r Hank Rodriguez City Engineering Department ," .- l-orn1 j14 122(C�ey. 16.78) r1 I P` 1 ,!Iii q r A G 1 r r ti , 6 ' 7901 3a'+1. 0;1X1 /Ct Creek 1 a♦ '13 tar , OrPgon Oregon 972O3 I �a . : IWd'jy y.R, 29,-78 'WY • P e ,r g12.: sit " s,i 'n " � t l As sr)ori 'as this r c uiremn t has t Mg pp �' �7yt� y n y .ta p,� / !p y�i * phy, "k Wit }` +q MMy�q[ �.�ry y�j �!y yM MKY'Rp i,vn+k t ` C).1'� 4g.L"t�A�.Y. pRM :YJua11.'(3C,$M O a Aad�AGi+rir �w!w.:?"W ✓'F4'dd. •R`M�n7YY.AN§M floe? nth`4 41:>,144,c(64,1G II i I , I I I i sJ TIGARD DESIGN REVIEW July 18, 1978 Tigard City Hall „ ' ll 12420 S.W. Main 'St. - Tigard, Oregon ` .J, },' Site Design Review 29-78 Elmers Pancake House. Applicant: Ted Millar Site Location: , Corner of S.W. Gaarde Street and Pacific Highway (Wash. Co, g Tax Map 700 & 800) Tax Ma p 251 10A, T / { Site Designation: —1--- The site is zoned R-7 "Single Family Residential and designated # ' "Commercial Retail"` on the NPo 43 Plan. proposed `Use p A 5,140 square foot restaurant Staff Recommendation: . ', Staff recommends approval as submitted. p ., .1 '•,,,, r ,"i�„',4,'''''',':',.,.,,.,,,s',.°,..',..,!„:. , i., , ''t 7 . 0' _ Aldie Howard Acting Planning Director '., F 4. r ^r 1 I. av ' 1r` 1 , • �� .Vwiyv.Www. 1 4•k�"A,R u r r 1 � r r, . 0°';.n `. 29 , 3.97 . ,1 Y x 5' I,y wvl . 9 s1:..)9 V:ir T D, r °� „d ..' 4455 S.W. Scho1 s Ferry Road ,c i P o YW.•r.* : - n i . Dear AA1r,t, van Lom Please advised that deign review for 5D 21 9. :Garden Thrk q ,,, P .lce and S 3 99-78 .v,twr's Pancake Hoczs . cannot b p ' oe sed until condition No. I of phase II of the oaneral plan approval 1as e.e complied, with'. This cOndi tioi is as folio ors a "That prior to submission for desiqn review a complete ' otorm water W _ plan cover k.g Phe : 1 and X be u d for both Oregon Stage, Highway Department x' and Public ,...lrks Department e �appr. i s 1, " , ) ,°,1 4 would' �,u .d suggest-that while this drainage 'Plan is r1 cel ittn oa � ' ' c /IAa our appr'ov�a:.a Please note that details for mailboxes,,. fence and df' t t''» 'te.1`. Plantings are n '.' e:+sar ,T for Gard6n Park fit;lade. EImer's Pancake j e a. �.., re o r xda o , f o denial 1J` unless the arthy11 uryew of the building ise evMSad to re f 1 eit / a Pacific Northwest oharaoter. Any e LL L ' q sit s w� "riQuld be PinPointe,d . d any valuable>sPe'cl,"61•ens seA'ii'ed„ The .;. , L,,,, , landscape Plan should be i.p 'raded alad revised so as to be' 1 .. ozup,a tibLe w 1 th Phase X of the Planned ev iop ne nt4 Ch in the site plan should also be .nv stigra ed i ns+I��, ar a" �� .r �+ L the i ,. M «lrNl a G.S ,l' maintaining a wider buffer �,1tw�P�wt to �I�itA,.� .�� h: r� �� _, ^,�! � ,.i r !1^c.. Y H, y, ,.!�,+��w�y�y°�'�'�.,g�'�,,, 4 y�,�!��•,�°yA•��,� �{,-fir±- ry Mfr A� q ' ��,�� :��:�;�� a.� � , '�I� � p a�,,� 1 'n` a wx i a' tz M9 +.+u e _ Lwr-mi o liar W•�M asph,15ua1 i Y ,1,,,,�1�r 1"ti"�4 i Ii •. Y Because of staff shortages and ° ,�atior' these ++,j�,y ., , ,,,wy6,d7,..r i,,,v , nat,, ,i e d �.l`1 +, .Y :^ g � tLy 2 1;.1}YY ;' ''° f wt�i' 1 ;∎ t '' '�i 11,,,,,,� ��p y.,� vr' uj, l� 1 ' ' '.. !al ' z! � 4, r, „9 t �jJ +'. ''yy y °y�';v,.y p.. ..y, ,i°1' , t�. +, ryy t„.0,1.71,4.i ,�.y .,.. , ,4,11 y` .+:) 44 r.. yy U. '�.y,p +�y1 art,,,,,, 1,,.{'A Olt ,H 1 .e/ o Y11-.,iY,a�.:6 U,rJ .1r,r„ .r;win .%.1 1$,{„„. :I-i.+ '`,;l t„.0,1J.1 i 4,t1 t t,,,`, M�4 ).t .4.U..ci ,13,4. 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EKE N PERMIT CHA xCAL 05332 . . .. , ,.. I �"' • B11xLDII�G IPIEP,I�I;IT 05-333 , , „ � �� ' �'• r% , :' ' SEI.IRR CONNECTION 4 a-363 . , (y 1� SE r.1:1,R INSPECTION 0.3b65 . , . . . ,SYSTgM DEV, GEIAR�E 21,3,36 6 f A ', , . ' PAR1t I,EV CHARGE #1 #30a367 _::. by,N' '4 44M` .:, t PARk DtVi C1-fARCE .2 0-'368 'Y M,M A M 3,. r 01VZNG AD r iJ8Tb1LNCS ( 5 �6Z r' Y rb 9A � L. :...rr•vw , I • `4,„,,,,,,,,%'44,,ila , ', , ,','i .yrv! � •,i19. 2, ;� # ru �wNM4bwY uY ,�wl Y�wuA1n■•Y�.w./y Is„■�wo.ww.,eMrYM�W r TOTAtJS ' ,M' 1'.' ',. ..., r r , I4° .r i" _ ,,Y'giN� �•fl i , h,' I � _ ° <` , PERN1x"P NsiUJr'! E RS ASS IGNE rtU . �o ' w . ,d Nut I b hXA at f�� N�Yriib�� AoUr � "w' ,I I,,,.. ,:.�,•..,..,i.wr,:.,i:•.� (b++°„dr..+.a” 4i 'ir`r:ii+,r+.i+i•r,i�,b ,:'w ' "'r�r„w..i,.,r.iroi.:iM �, ,Ir..., �I; ".•.�J.:,:.:y.t:.i+� ++.r+�,.,•%�i.••+ row,ii'+6.:.,+«r:.:i.�:rY 4T,.,i:.+•4,�"..,"'+'.r.+iwi r+...,,,•".w.+/..w....wi�.r1.. .�j,.� i,{�. '�'.; i N •..,,,, ,----.. 1 Y :,. ! ..':......+.} "'4".411'"—•.I--"°"*1 "i,.,1"`"—r:.f, M,r_, ,„,+ar..,,,,rt�1. f y� 4 bl b .I, M�'tby ., At 1 . w•++:�..:: 7'777,-„il Y ,,:,,..:,.,,;t x•.-�in.eJw' ,,Lniio.iswU P�. f ,,I ,,,,t„m,<r v r ;'' 1, , I I a t I I ' I I ' I I I I �• I I % I , I I , h+al�•:..s.r r.lI,rli�,, -k„I,..,I..: I.. I • I ,f, ,,'„,1—I,,I I �I . I I i.. I'+kI 'I�I I I a * 1I ' b �••� •t'( N,' pt41 i I ' I I I r ,u I ! f1 4l AM'�WMw '�41�i s i I r �r ,. r,,.,:, ,.,.,i,,.,1 il, ,,,,,nwt�' ' n. I 4 rl . ,— I,,: y Ina,3,r,ne.�; 1 ,.�,I r,R4 . , •.r • :.,, ,. w r „ �.. \_ • f • SITE DEVELOPMENT PLAN P 'D DESIGN REVIEW ' Site Plan • File No, ',, , 2, 44 Architectural Review r Fee Received �' �, r � f ,. y P11cATICN Receipt # Z � Date Received �. � G Tigar Planning Department ` .,, • . 12420 SW Main Street, Tigard, Ora 97223 B3y ,� 639-4171 ••- \. • Project Title J L "�-..� �� a..��!�:� a ....,�.. Date Filed 6,- 14-16 Project Address M (. -rZ , iy, i PAZ tFt N 'Y'u,) Tax Map No. ZS-w 1-i c) ~ Tax Lot No. 0 Devel.oper's Name "1 J j A Address 141.01 ,__. .. J0 i ar Telephone q 2, , Ownerts Name Address i � ' •._ �/ � O' CP( ' Telephone 6 rn • .'' • owner' s Signa-cure ..,,,. :.4........., ...-.......____ H Dea'cr:_ption of Proposed Use ....,.....� -� �,. . • .. 4 ,. .n e DESCRIPTION OF PROPERTY � ?n Pro osed LLF12 ua s Un .ts t. 1 JJ . ) 5 1 40 IP n.w4.s r l.....w..:..6...wm.:...dww.u[,nna'G..Ydw.,•.0" r Site Size ,.. Tot. S . Ft of Buildings o i ,,, ,. Sq. Ft. of, ?a iris fil 660 Sq. Ft,. of Landscaping 1°7 b Anticipated.te Development Date j G _ Anticipated Devwelropment Phases b ....,.....w....M,....-:' .e�::yn.+e;:a.,,.:..... i.atw.., .. I',` ' ' Valuation ,4,1' ,z6/1 000— Mtti+MW�NI,.IWM ' e 1 , a r ' y• ) ' '�i, a ;. ti iA,��1 �. ., 1\ .. _ ..., ._. •�.._ ,.,,.,,. ..1 ,......mil mi,,..t,M ,. �:i .,..,-..,. .{I,.:ii.„ :,a�l-s.::';...t....au...cl.....r..,mot im.: T S P,..E..IF" ICA T 1�.� I r. ' COLONIAL PANCAKE & STEAK HOUSE a . ELMER S C�T.,4NI I , Prepared By . RONALD E. CAREY ' ' ' CAREY CONSTRUCTION CO. ' 15313 S.E ' 22 Ave.• Boring,'Oregon 97009 I F Telephone 5O3-668 .4212 for ELNEI 'S 7 INC Franchise Office 1707 NEE, 82nd Suite A'- • Portland9 Oregon 97220 Telephone 503.-252•1435 G Date: November 1977 ■ �� it �I • I I I I � F i 111 • •wu ..xn xr. r. +,...... ,.•.•,�..,,.1 rw ,,,r a�'...an u,. ,., .•.. ':,,,. . ..i,. .. ,. ..., ...,v ,..._....... ...,, f i .., .. , , ,..•,�,.w.n,n.. 1 : ..,,,a r , • I , -"^"�.,....aMm19 +� uv ydxny�N ' /\ • , 1 \ Al/.''''' I r I i , • • • • • Elmer"s; Table of Contents , F,a9 e1. SPECIFICATIONS • TABLE OF CONTENTS WAGES I BIDDING REQUIREMENTS , Instructions to Bidders 1 - 2 n. Bid Form 1 3 GENERAL CONDITIONS General Conditions (Not Bound Herein) AIA Form A-201 1 - 19 I 'Form of Warranty and/or Guarantee 1 2 Supplementary General Conditions 1 8 SPECIFICATIONS • • Sunumary of Work 1 1 SECTION 1 General Contractor Work 1. a 5 ti • SECTION 2 Preparation of Site, Excavation and Grading 1- 3 SECTION 3 Concrete 1 - 3 SECTION 4 Masonry Work 1 2 SECTION 5 Carpentry arid Millwork 1 -; 6 • r 1 SECTION 6 Miscellaneous Iron and-,.�et,.l 1 SECTION '7 Finish Hardware 6 SECTION $ Miscellaneous Specialties 1.- 2 SECTION 9 .i oofin and Sheet netal 3 SECTION 10 Glass and Glazing 1 - I I, SECTION '11. Caulking and Dampproofi.ng - , • SECTION 12 Dryl,4rall 1 - 2 't SECTION 13 Resa.lient Floo17s• Counter To s~ Wainscot and• Margate 1 a 2 / M 1 e w }}� wwe. , "Elm r s T e of,1 . ,., � � a.bl o Contents%\\ Page 2 •S C► 'Tile Work 1 3 , SECT/ON 14 �a.1 . SECTION 15 Painting 1 . 3 SECTION 16 Paving 1 .. 2 ' ; SECTION 17 Allowances J 1' 1 a SECTION 18 Electrical 1 .. 8 SECTION 19 -P lumbing 1 e 4 , , SECTION` 20' Heating, Ventiiat.,,.' and Air Conditioning 1 - 7 SECTION 21 Landscaping 1 SECTION 22 Irrigation Sprinkler System 1 - 1 1 SPECIAL SECTION , Interior Color Group 1 ,ti 2 DETAILS plate Rail Iron Gate 1, - 2 Cupola 1 a 1 a Wood Turnings 1 ,. 1 • Flagpole 1 2 1 EleotriCal Panels 1 m 6 Electrical Parking Lot Poles and Lights i Mts . I _..uw., .w....,..... ,. D wl R.,.. ...^. ._.. ,..,., ,.....,... r t B t . Elmer s Instructions icns ta Bidders r .. page of 2 R . 1 INSTRUCTIONS TO BIDDERS ' " . 1. PREQUALI'FICATION OF BIDDERS: All bidders on this work must comply with O.R.S. 279.012; 279.018, `and/or other state laws pertaining to the quail.- fications of bidders in the state in which this agreement applies E' Prequaiification:f orms shall be filled out and filed with the Archi t ecit not later than ten (10) days before the date set for bidding. This requirement is mandatory and no Proposal 14411 be considered, unless the '` requirement is met within the time lim.;, nl Toned above. Qualified g. bidders will receive Proposal forms b ma � 2. INTENT: This Specification, together with the Drawings ip intended t include the entire work of construction of Elmer°s Colonial Pancake &o } Steak House. Model ' Restaurants are located in the City of Portland, " . Oregon. Prime contractors and Subcontractors el l0lmer s Restauran . ranted. a personal tour may, at their request, be � ,� . .; granted p a t ' of these model restaurants upon arranging a pre., pP a o�.nted time schedule with the Franchise Office. There will be no ' final or end product in any way, unless written change " '� deviation from the ,. by t. has been ordered b the Architect. It is the intent of these documents to ►, provide a completed building ready for occupancy by the Owner. It is further - intended that all of the Drawings and Specifications be reviewed completely i , t by all Subcontractors contemplating work under this Contract, not just the areas of their particular involvement. 3. INTERPRETATION OF THE DOCUNENTL: Should a bidder find discrepancies in ' o o fissions from the Drawings or Spedifications or if he should be in doubt as to their meaning, he shall immediately notify the Architect, who I shall send written clarification to all bidders to the gUestion ' rs relative , The Architect shall be notified of the omission or do ntf tl meaning in ' f ,u sufficient time to send written notice to all bidders before the bid date, otherwise the Contractor shall furnish all labor and materials necessary t to corn lete the building ready for occupancy, as pr vided in Article 2, ` i INTENT. • 4. PROPOSALS: Shall be made out in duplicate on the forms provided, corn=- pletely filled out, numbers shall be stated in both figures and writing, without interlineation, erasure, or alteration. proposals shall contain .a no ,;recapitulation of the work to be done. No oral, telephonic, telegraphic, or an other form other than the one y provided .shall be acceptabler Pr apoaals Shall be submitted in a sealed opaque enV'elo P a addressed to the Architect f and rn :rlked PROPOSAL, with the name of the bidder W IF...CA ,. :l the , • 5° �?�'� AND SP�C��F].,CA,TIONS: Available at the office of Architect., Franchise 4,; Office 1707 N.E. prime , and, Oregon 972200. Two sets will. 82nd Suite A Prrtl . . , :tor. Additional sets may b or the s Ir r y costlolk cduplication. All Plans, Sped ication5, General Conditions •' g _ job must be � With pertaining to this �" Bulletins Addendum:� and any other forms e,�t p p considered without the Proposal, N in.. Contract ac,com�a» w�.tl1 tocuments e� An�SBu will be c � , issued �i Addendums, or Change Orders' ` � �? �' g y Bulletin S, � issued of �, during or after the Contract is ,,et au tomat ca ly become y: part of the Contract Documents } . 1 ♦ n 1 LTervs Instructions to Bidder Page 2 of 2 41 Vl 6 INSPECTION OF THE SITE AND CONDITIONS: The submission of a Proposal by sign p e -. that he has inspected the site and that he a Contractor shall be a s n accepts the conditions under which he is to perform the workb The General Contractor shall provide a iy and all access road necessary for executuion of the work, and subs proper subsequently remove all traces of the same which might interfere with the final development of the building '•,i Y1 and grounds kt 4+..fit'• k# 11 ' 7 RESERVATIONS• The a competency and responsibility of the bidder shall be - , the prime consideration in making the award of the Contract. The Owner . does not obligate himself to the lowest or any bid, and reserves the right to waive any or all informalities, 4 S PE'r ORNANC BOND: A Performance bond to comply with O.R.S. 279 and 1 Article 30 of the General Conditions, in an amount equal to one hundred (100) percent of the total bid price') will be required of the successful bidder. The Contractor shall pay the premium fcr such a bond and include same i n his Proposal sum. 9. LIST� o� s u� N� �C CR� AN D L MA�� A?S 3J PPLZ�RS d Attaehed to the Proposal r 1 a, i + : p p subcontractors on the. form Provided, bidder shall idecl the b.� '11. �.ixl in his rc� aged s and materials suppliers as called fore List only one firm or individual in category as cabled for. each ca 10 WITHDRAWAL OF BID No Contra c t or may ,t his bid after the hour � set for l d �g, unless said and/or award is ♦ delay ed for a Period of long er than ) ay I 1 ' I , ' j 1 ♦ 1 1\ • i I e I • • • • i ... .emn".»mr.lewlM¢nwte5pnp. •I,e • x x: 4 ' r - Elmer's Bid Form Page 1 of 3 BID FORM for ELMER S COLONIAL PANCAKE & STEAK HOUSE Name of Bidder Telephone • Address . . .. Elmer's, Inc Franchise office / 1'707 N.E. 82nd Suite A • Portland, Orecon 97220 Gentlemen: U_.,de si �t � �� g ..ed having carefully examined Drawings, General Conditian1.4 Su p mentar General cr ditions and Specifications for Construction 's' •' ono the Elmer's' Y Colonial P ancace & Steak k House located at ` , hereb y p roposes and agrees to furnish all labor, materials, equipment, plant, transportation, services, taxes, permits licenses and other costs necessary to complete the Work in strict conformity with move documents including all work specified in Addenda numbered and respectively dated and as \, prepared therefor by Elmer's, Inc., Franchise Office, 1707 N.E. 82nd, Suite A, Portland, Oregon, for the following Sums: . • PROPOSAL FOR BUILDING WORK. ZIhe undersigned-proposes and agrees to provide ° he Building Worn as defined in the Specification, including the Work to be • provided under Allowances, for the LUMP SUM price od` o ' D dllar5 ). ... .. .:... ,...:. ....._,..., :,., oo. .. .....,. ag1J690.M1Y� r 1l■r•aeareR'euwlirwiwiiillYM�Y■ei.�`ai.•.i�7's .•.. .• • j ALTERNA',E NO, a DedUct Cost of Performance Bond and Tabor and Material ' A payment Bond • / .enr«u w..,.-,; n.:.;» ... «, aw.w.».':w,w •» u.,, •w s::., .. ; ,. .2 .. ." „„ •.• • d, w„ ..,.... ......+w-ww.n ,1111& , " 4, , i i i I • r E liner s Bid Form Page 2 of 3 a v� , C.r' o Owner reserves the right to reject any or all Bids, t RIGHTS RESERVED. The 4w ' effect any combination of DJ.ds and to waive any informality in any Bids, to have performed the, entire amount oo f work indicated b y the Drawings and Specifications c,i* such part or parts of said work as he may elect, and to award the Contract ° ' to other than the lowest bidder.l " a TIME FOR COMPLETION. The undersigned hereby understands that the Time for Comm $ ; plc on of this Contract will be considered by the Owner when determining the successful bidder. Therefore, the undersigned (proposes to provide the Basic Building Work, complete and ready for occupancy as establi hed, by the issuance of a Certificate of Occupancy by the public authorities having jurisdiction p in not more than w notification from the A�ar� �proceed��a�t lithe Work. � II calendar days after written '" � , y ten I EXECUTION OF THE CONTRACT. . I The undersigned further agrees that IT he is notified of the acceptance of the 1 Proposal<within forty-five ve (45) days after the time set for the operthng of bids, he will execute and deliver to the Owner, within five (5) days after having i thereof, a Contract in the form agreed upon between received:.written'notification i � ca` o �. " g P , r. J'+d � the undersigned and the Owner. The Urdersi ned hereby certifies that his bid is �� _ - genuine and not shat(t or collu- sive, or in_made in the interests or behalf any person not herein manned i an6 that the undersigned has not directly or indirectly'induced or solicited r y in a sham bid, or any other person! firm, or corporation,atzoaz to refrain from bidding, and that the l undersigned has not in any m.r;'finer sought by collusion to secure for himself an advantage over any other bidxwar. SUBCONTRACT BIDS. The undersigned agrees to submit to Owner i ' , � `` �9 9 weer and Architect the' , ',� d tabulation of Subcontractor Bids aS required under Division 1 of tae Specifica-'7 . tions, and to receive approval of Architect and Owner of each Sub ontractor 'prior to award of the Subcontract. r r O � I • 6 I I I I I I �1 }r I . a yy , S I I , .,„ ., r,�. ( gym.... a ito I I I ; E lmer's f Bid Form Page e 3 of 3 I , I I I STATUS OF I J • _ BIDDER must be given whether individual, CO-partnership, or � . c, ation. - (If cow artnershi • P P� give full name of all partners; if corporation, ,give State in which incorporated). TYPE•OF ORGANIZATION (Individuals Co k a�rtne,rv;hip, Corporation, etc.) NAME OE INDIVIDUAL FtRM MEMBERS n • . ( Seal I r L I � FRMNABL CONTRACTOR'S SIGNATURE ADDRESS • ^ I I STATE CONTRACTOR LICENSE NO. TELEPHaND. N0. DATED THIS DAY OF 19 . Instructions: This firm is s pplied in triplicate. Submit two executed eOp es , . , • and retain one for file. END, OF BID FORM I I I I I I . : u I , V . �" • :' ° „ : • W • • ', Elmer's Form of Warranty and/or Guarantee Page l of 2 ; FORM OF WARRANTY AND/OR GU'A,RANTEE Submit required written warranties and/or guarantees on the Contractor's, Subcontractor's, 'Sub-subcontr,:lctor's, material supplier's or manu ' warranties and facturer's own. letterhead, addressed to Owner. Said wa guarantees are in addition to various required manufacturer's~standard or certifications. Submit warranties � warranty, guarantee, �„ and guarantees in duplicate, and in the following form modified as approved to suit the conditions p ertainin g to the war rant y or guarantee: WARRANTY AND/OR GUARANTEE for Work. We, the undersigned, hereby warrant and/or guarantee that the which ~we have furnished and/or installed Work . {' � or the following project: 4 F, sect Title Pro°jt Address Project owner I , is in accordance with the Contract Documents for the above-named project' i d all fo the Warranty and that said Work as installed will fulfill or e�;cee or Guarantee requirements included in same. We hereby Agree to repair or replace any or all of our work, together with aby other adjacent Work which may displaced or damaged by so doing, that may prove to be defective in • operation within a eriod of is workmanship, material, or open p ( ) year(s) from the date of final acceptance of the project by the Owner or from date of Certificate of Substantial Completion, whichever is. . , the earlier, ordinary wear and tear and unusual abuse or neglect excepted. In the event of our failure to comply with the above-mentioned conditions being notified in writing, we the as determined b the owner after within a reasonable Period of time,, y , . f g and separately the undersa. ne�c col. e do hereby authorize the OWner to proceed to have said defec is repaired and/or replaced and made good, and to refund to the Owner upon demand all moneys that the Owner may be compelled to a.n pay y discharging said work, ;• • ry� 0 • • • • Elmer'3 .Form of Warrranty, and/or.Guarantee page 2 of 2 • including all colle ti©n casts and ,reasonable attorney fees. Da e �■.. J■mac n■r for Sub s�a� contractor, Manufacturer or Supplier) (Suboontrac By r2itle State I.ac ensE No. • • Date (Contractor) Catie State License No. Loca D Re r_esenta to be contacted.for matenanoe re a p 3:x° end/car replacement, service: , �� Name: Address: Wei p1ibi a Number: Collect and assemble all. warm nt es and/or y guarantees into a b it to Architect t £ter deli rer ;;r g. thy. raund boc��;�.et form and submit' 4o' ownei s • • • a !. F1 e I " I I f i Ar { • • Elmer's Supplementary General Conditions Page 1 of 8 a v , SUPPLEMENTARY GENERAL CONDITIONS The "General Conditions of the Contract for C ", lA Docu. ' �, g ' t�.o..� A. onstruc ment A.-2O1, thirteenth Edition, Au ust 1976 Articles 1 through 1.4 in- ' , ciusive is hereby same as if reproduced . � 1 � � p o- re in full exce`tmas modified, rescinded�ortsup supplemented�` � s the se�i b these ' P � PP by he supplementary Conditions, which take precedence Those portions of the . AlA General Conditions which are not altered by these Supplementary Conditions shall remain in effect as published. Copies of the AIA General Conditions ',. P • may be examined at the offices of the Architect or may be purchased at ` • nominal charge from the local office of the American Institute of ?' M' Architects 519 S.W. Thir~d Avenue, Portland, Oregon. 1. ARTICLE 1. CONTRACT DOCUMENTS 1.1 DEFINITIONS After paragraph 1.1.4, ADD the following new paragraph: 1..1.5 The "Project Manual" is the volume which includes the bidding " requirements, sample forms and contract documents such as Conditions of the Contract and the Specif icationa a • 2. ARTICLE .,..... he ��^ To paragraph 2.1.1 ADD the followa n � The term Architect rein refers to Elmer's, Inc , Franchise�se Q ffce, 1.707 N.E. 82nd Suite A, Portland, Oregon 97220, 2.2 ADMINISTRATION OF THE CONTRACT \ 1. To paagraph 2.2.11, ADD the following: The term "artistic effect1P as used herein refers to color, texture, profile and juxtaposition of masses. The Architect shall be the prof° � P , ° sole interpreter of the design intent with respect to such matters; ' My w P not other `th �c�s �_ct thereto shall no bu�� tYie Architect s authora:,t ��L ' ctor' • ascribed o them b rights of either the gwne� or the Contra bdnt an m y other provisions of the Contract. 2. From paragraph 2.2.17, DELETE the second sentence in its e.4ntirety. 3. ARTICLE 8 OWNCR; Delete paragraph 8.2. n. its er* rety and substitute • 5 i j . efo g: , ^ or will be furnished free of,.charge+8 copies /' ofe'chelDrawinys and Specifications bons. and will be furnished, at se{,ual cost of reproduction, as many addi bional copies as hei mar desire. 4• ARTICLE 4 CONTRACTOR 4.4 LABOR AND MATERIALS 1. To paragraph 4.4.1, ADD the following new p er atraphs s • • d ,.,. .wwamw+4�••4tiax'- ifm�41 `""' El:mer°s Supplemezl�f. 3 General Conditions Page. 2 of 8 1 ° 4.4.,1.2 Products are generally specified by AS TM or other reference ' standard, and/or by manufacturer.s name and model number or trade name. When specified only by reference standard, the Contractor may select any product'meeting this standard, by any manufacturer. When several p.1.Joducts or manufacturers are specified as being equally acceptable, the Contractor has the option of using any product and manufacturer combination listed but may not . ubstitute others except as provided in Para. 4.4.1.3 below. When one; one product and manu. facturer is specified, this is the basis of the„ Contact, without substitution or exception. 4.4.1.3 After the Contract has been executed,/ the Owner and Architect , will consider a formal request for the substitution of products in place of those specified, under the following conditions • A. The request is accompanied by complete data on the proposed substitutuion substantiating compliance with the Contract { Documents including roduct identification and description, w performance and test data, references and samples where applicable, and an itemized comparison of the proposed substitution with the products specified with data relating to Contract time schedule, design and artistic effect where applicable, and its relationship to any separate contracts. B. The request is accompanied by accurate cost data on the ' proposed substitution in comparison with the product specified, whether or not modification of the Contract sum is to be a consideration. 4.4.1.4 By making requests for substitutuions based on Para. 4.4.1.3 above, when forwarded by the Contractor to the Architect, the Contractor; A represents that he has personally investigated the proposed ;' substitute product and determined that it is equal or superior • to that specified; in all respects P , B. will Provide that same guarantee for the.. substitutuion t hat he would for that specified; / C. certifies that the cost data presented is complete and includes all related costs under this Contract, but excludes P Architect's redesign cost under an . separate contracts and the A.rchite F1 costs, and that he waives all claims for additional cos i, related , tit JC to the substitutuion which Subsequently become apparent; and D. Will coordinate the installation of the accepted substitute m °inrig such changes as may be required for the Work to be complete !" in all respects. • • . Y Y \ Elmer's Supplementary General Conditions o x` Page 3 of 8 4.4,1.5 Substitutions will not be considered if: A. trey are indicated or implied on Shop Drawings), Product Data or Sample submissions without the :formal request in para. • , 4.4.1.3 above; or • B,, for their implementation they require a substantial revision of the Contract Documents or work of the Owner or separate � Contractors in order to accommmodate their used °\ 4.10 PROGRESS SCHEDULE 2 ADD new paragraph 4,, 10.2 as follows: p, g Schedule shall be' submitte d to the Architect 4 10 2 Cram letc�d Pro res5 Sc, no later than thirty (30) calendar days after the date of the Agreement , and shall be updated during construction as required to keep it current. Nothing in this requirement shall be deemed to be a usurpation of the Contractor°s authority and responsibility to Plan schedule stork r - and oCaedule th as he sees fit, subject to all other requirements of the ,Contract Documents 4.15 CLEAN UP AND DISPOSAL To paragraph: 4.15.1 ADD the followings 1. GENERAL DESCRIPTION: Requirements of this Section are supplemental . = the cleaning up requirements in General Ooriditiohs,� This Sec,»ion forms to art of all ether Sections of the Specifications end shall be coordinated • •with such additional cle�n up and disposal requirements as may be a ' specified in other Section. 1 A. GENERAL: The entire Work broom clean except where vacuum clean or other cotndition s specified.A B. CONTROL DURING THE WORK Take p recautions to avoid spread of dust }t r dirt, debris, water, plaster, paint,n cement s p ra e Materials, and d o. ther • b ��ces about the site or to adjacent Property. Clean p splatter3ngs , ors ' ls of materia5s at time of occurrence Remove dirt/ debris, Waste, .. and rubbish frequently, and do not allow to accumulate. store no not flammable and toxic materials in the structure. C. ARCHITECT'S INSPECTION;e Not ~may Architect Of readiness for inspection aS each Phase or area of Work is completed p - Work foa^ occupancy. Immediately C L cleaning operations' as determined and directed come�� any. deficient clea �g operations I' by Architect. D. DISPOSAL: Under no circumstances place rubbish or Waste material fills or backfills. Remove debris r ..t . . ' e .... f rubbish G ra gd was material atr�rza�. from Ownex s property to a lawful disPoSal area. •D' i ,.. .,,.....,n nog«., .,w . :r til Elmer's Supplementary General Conditions Page 4 of 8 .. 2. EXECUTION: , Y ,A. FINAL CLEAN UP: Just prior to Architeact',s inspection to determine date of substantial Completion of the Work, or suck yA` /' designated portions thereof as the owner may occupy, thoroughly , clean inside and outside surfaces of the structure(s) or applicable portions thereof, innudi ig fixtures, equipment, 'walls, - . ceil i.ngs, floors, hardware, roofs, window and oiler ing ledges and sills; horizontal projections, exterior steps and platforms, , Walkways, rails and other surfaces, and exterior sidewalks, planting areas, and parking areas and structures. clean ". adjoining private and public property to extent soiled by Contractor's operations. Completely e e dust, dirt, stains handmzrks a P aint s p o ts droPP a g s and other defects, and conform , to following requirements. : dry mop concrete, tile, and like floors, ,."`" D. FLOpS�tS Wash � � •�f•• free of streaks or stains. Wax and buff free hand dr mo concret<. 1 resilient flooring. g C. INTERIOR SURFACES: Vacuum clean condition. r' 1' D. GLAZED WALL TILE: Cleaned and polished E. HARDWARE AND METAL SURFACES Clean and polish, using noncorrosive and nonabrasive materials. 0 F. GLASS: Wash and,polish both sides, and leave free of dirt, ° \. labels, streaks, and spots. Clean and polish mirrors. , G. FIXTURES AND EQUIPMENT: Clean and polish plumbing and h electrical fixtures and like items shall be cleaned and polished: Leave lighting free dust, dirt, stains, or waste �in fixtures free of dust dy ' material.h�C lean and service equipment and machinerY• s ready for use. H. CONTAMINATED EARTH: Final clean up operation includes removal and disposal of earth that is contaminated . for su p ort of `' pP Plant life zr�, Planting areas, and nd��`�,lla.ra softabl,e g. resulting excavations with sound earth as directed and approved. Contaminated areas� include those used for disposal of taste coclGre ey i washing faster masonry, and like materials, areas, in Which hing out of concrete and plaster mixers or washing of tools sand like. � operations en have been performed, and areas that ham, a �" I' not cleaning waste oil , Paved, oi� chemicall tre dispose of been oiled aved ` vends paints soli t� , or similar�material 7 y treated. �,, Sol. f '.P , lions � of enetratin p � g nature ,by depositing or burying on Owner's property. Architect Will determine contaminated earth areas. P �� , ,,., .,m ...:.: .......:. ... ;. ,•.,,. . ,,.::,. ,,.,,.,. , . ,,.,. .. ,. ... a ., .:...., . ,. ., _.•,. .,„ .. .. ., . ,, ,„ .,,,., .. ,,.a , war, �. . ' ,gyp • • _, M..,, .,: ...:..,_.. . ... : ._...1,.,. a1.,. M,..... -..wow 1 u.1k, , .„ 1 . • Elmer o s Supplementary General Conditions Page 5 of 8 4.18 INDEMNIFICATION I I , 4 DELETE paragraph 4.18.,3 in its entirety and substitue the following 4.18.3 The obligations of l the Contractor under this paragraph 4.18.3 • shall not extend to the liability of the Architect his agents or employees arising out of (7.) the preparation or approval of maps, drawings, opinion, reports, surveys, change orders, designs or specifications, or (2) the giving of directions or instructions by the Architect, his agents or employees provided such giving is the • primary cause of the injury or damage. I I I I I it I A . . I i I I° I r • -� II N, o ` f Su P lementa Y General Conditions,. . page 6 of 8 5. ARTICLE 5 SUBCONTRACTORS: Delete the first three lines of paragraph 5.2.1 and substitute the following As required by bidding documents, the Contractor, asasoon as practicable prior to the award of the contract shall 6. ARTICLE 6 WO OWNER OR BY SEPARATE' CONTRACT 6.2 MUTUAL RESPONSIBILITY :.r In paragraph 6.2.5, 9th and 10th lines, DELETE the words; "at the Owners expense" 7. ARTICLE 7 MISCELLANEOUS PROVIS IONS 7.4 CLAIMS FOR DAMAGES In paragraph 7.4.1, 5th and 6th lines, DELETE the`words "a reasonable a. time" and substitute' the words "twenty (20) calendar days°/ 7.5 PERFORMACE BOND AND LABOR AND MATERIAL PAYMENT BOND Delete paragraph 7.5.1 in its entirety and substitute the following: The Owner will require the Contractor to furnish a performance aid a labor and material payment bond each in the amount c+e 100% of the contract price, in the dorm of A.I.A. Document A3119 1 latest edition, premium for these bonds shall be paid by the Contractor- Said bonds must be delivered to the Owner prior to commencement of ' any work. 8. ARTICLE 9 PAYMENT AND COMPLETION„ 9.3 APPLICATIONS FOR PAYMENT to paragraph 9.3.1, ADD the following , \ ,: Such application for Payment shall be based on the previously pp of s, y � the Value _ approved Schedule of Va1.ue� of n net- Percent � and of all 'stable 5 ,� of of labor and materials incor orated in the Work material suitably stared at the Site, up to and includ ing the last day of the preceding month, less the aggregate total of all . previous payments, provided the aggregate t otal of all monthly s payments shall not exceed ninety percent (90%) c , the Contract Price. 4 R`' ROP'kazrl" . o Article 10 add the 9�, ARTICLE 1(� PROTECTIQN OF PERSONS,�OI�S AND;-PROS following new paragraph: 1.0.4 Safety and Health Regulat;1. ak d:e,He The contract DoCUments and the joint and several phases +z-f, cui.i.strUdtion shall be governed at all times by applicable provision , ederal 'laws,,including but nob limited to, the amehclmen�n to the following; Wil:l.iams-15teiger O+ cupat anal Safet y late �� and Health +lril Of 1970 Public Law 91 956 Paz''b '1910 Ocdupational Safety and Health Standards, Chapter 17 of Title 29 'Code of Federal Regulations, \ part 1518 Safe �"andraealth Regulations for onstrudtion, chapter 13 of Q Regulations _ 11 . 'ons s Conditions Elmer's Supplementary General page 7of 8 r • . 10. ARTICLE SIN u 1. RANCr S 1 - •L1. . CONTRACTOR'S LIABILITY INSURANCE . r 1. In paragraph 11,1.1, first line, following the word "maintainn INSRT the words "in••a company or companies licensed to do business ` r in t1=1;. state in which the Project . ,, �. is located". , r. 2. To paragraph 11.1.1, ADD the follow new subparagraph 7: 7 The Liability ' Insurance required by Paragraph 11.1.1 shall , be on a comprehensive basis, including= 1.. Premises - Operations 2. Independent Contractor's Protective ' 3. Products and completed operations 4. Contractual - including specified provision for the Contractor's obligations under Paragraph 4„18 5. _ Owned, non-owned and hired motor vehicles 6 Broad form coverage for property damage, 3. Tv are:. ra ADD the followin 3. paragraph 11.1.2 p g p r gtl The Contractor to provide the following forms of insurance by carriers acceptable to the Owner for the duration of the Contract: Statutory Workman's Compensation Insurance as required by local labor laws of the state in which the Project is located. Public ' liabilit and Property damage in the amount of not less than Y p P Y 9 in p , , 00 for several persons, and " p Y damage ersoz� 300 400s pro ert dama a in the amount mot less than $100,000.00. Builders 04 0 0 0 for one risk, `s Policy to include as insureds the drones,, once Of" the�Architect, the General Contractor, and the Subcontractor . ra 4. To paragraph 11.1.4, ADD the following subparagraphs ; 11.1.4.1 Furnish one copy of the Certificates herein required for each copy of the Agreement; specifically set forth evidence 4f all t • coverage required by paragraphs 11.1,1, 11.1,2 and 11.1.3.. The form of the Certificate shall be AlA Document G705. Furnish the owner copies of any endorsements that are subsequen fly issued amending :coverage or limits w i I r Y I • ,r.,wrr r wwx♦rrwu.u,., ,au. ...c ...W.v.. ,n,,,.na•1,,,. ..h,.... i.0 n.,.0 ,,. .v.. i.iir .i... • , iru , r ,,n. r. .., J. r.,. n n. r u., n <.. r . 1 • • Elmer's Supplementary General Conditions Page 8 of 8 I y i ; 1A�,4 COMPLIANCE WITH STATE LAWS: The signing of this agreement shall be a sign that the General Contractor agrees to promptly make payment to all persons, b firms or,corporations supplying materials or labor or both, in the per formance of such a Contract and further shall not permit any lien or claim to be filed or prosecuted against the Owner on account of any labor or material furnished, and shall promptly pay . all contributions or ' amounts due the State Compensation Trust Fund ,incurred in the performance-of and shad make payment promptly said Contract atz , any p � , •. p ent rlomptl when due an person sum required.e ip, tion entitled thereto of the monies and partnership, association, or corpora This Contractor shall comply with O.R.S. 279.088 to 479.990 and OeR.S. 654.305 and 654.310 or those laws which are applicable in the • r state in which the Project is located. f " ' I l 12. PREVAILING WAGE RATES: In compliance with O.R.S. 279.620 all Contractors • are required to pay the prevailing wage rates for their respective trades. Monthly requests for payment submitted to the Architect for certification, shall have accompanying foram certifying that the wage rates paid each job f classif• less than the minimum prevailing wage. Specific classification are -not l y the QBureaunof Labor regarding these i se forms and the law itself '•a be obtained from in the in which the Project is located. ALL CONTRACTORS AND SUBCONTRACTORS .ARE REQUTIRET.) TO AVAIL THEMSELVES I CONT "' OF THIS INFORMATION BEFORE REQUESTING PAYMENT. • • • • • e r • I i . .. .,.... ..,. •....,, .„,.; ...Wi M .w� ,,......,,I. „, ..., . ,.. ,.I ,.,. ..,..ya.a.”.•..Wx:.•e....µ.r»+•.+r..,.«•,a<c+'ma;,`c+1 ' -.,... .,, .v„ ,..,, ,. ..,. ., .. ,.., .� , 4 • Elmer's Summary of the Work Page 1 of 1 • SUlvIMA Y OF THE WORK DESCRIPTION: The Work'of the Contract includes everything, rec2ssary for and incidental to executing and completing all`of the o,y4.4ee indicated on the Drawings and described in the Specifications for construction of the: Eimer•s Colonial Pancake & Steak House Locetin . as directed .' � in s trict conformance with the Drawings and Specifications prepared b}: p Architect, Elmer a s Franchise Office Engineer, Orval Bruton Construction Director Ronald E. Carey 1707 N.E. 82nd Suite A Portland , Oregon 97220 Telephone 503_252-1485 • SPECIFIED AS NIC ; The terra "NIC" shall be construed WORK INDICATED OR SPEC • to mean that work of this Contract which is .s not being performed or provided by the Contractor; the term shall mean "Not in This Contractt0 or "Not a Part of the Work to be PerEarmed. or provided by The Contractor". i t ,, e' indicated on the Drawings and as • NTH rk ,s .�r�dic � specified herein a.. ark. aid t0 the Contractor in scheduling the amount of time and • • materials necessary for the completion of the Contract. r , WORK NOT INNCLUDED IN THE CONTRACT: Carpeting. 1Sitchen, bar equipment, food service eq, p: , booths, tables and y ui meat booths tab�.e chairs. Walk-iii. refrigerator. Draperies and rods Furnishings, END OF SE ION ■ • • II L , u..i..i„ •' .. ....raarcu»wwawa .ei•a "qti m tw r u.: Elmer's General Contractors Work Page 1 of 5 • GENERALS CONTRACTORS WORK SECTION ONE 1.01 GENERAL: All work under this heading is subject to the General Contitions of the Contract as well as all other items of the Contract Documents whether bound herewith or not. The General Contractor shall a assemble and duly guarantee all warranties as required in all Sections of this Specification, and to deliver to the Architect in duplicate in accord with the General Conditions. , 1.02 GRADES, LINES, AND LEVELS: The Contractor shall verify all grades, lines, levels, and dimensions as shown on the Drawings, and he shall report and errors2or incons:1.stencies in the above to the Architect before the work commences. He shall carefully maintain bench marks and other reference marks, replace all roved or disturbed reference marks to the satisM faction of the Architect. 1.03 GUARANTEE AND WARRANTY: The Contractor herewith agrees, to guarantee the following for a period of one tl.) year from the date of final acceptance of the Building by the Owner. All work to be free of any defect due to faulty material or workmanship. All freely moving, adjustable or sliding work shall remain iv perfect working order, including all hardwa,.e, doors,-windows, drawers, equipment, machinery, electrical equipment and all other equipment under which this heading • would apply. 1..04 STAIRS, LADDERS, AND MEANS OF ACCESS: Furnish and maintain all equipment such as temporary stairs, ladders, hoists, and ramps etc All such _. apparatus, equipment and construction shall meet all requirements of the labor and other applicable State Laws. 1.05 LABOR AND WORKMANSHIP. All labor performed by any Contrac';car or zAr Subcontractor under this Contract is required to conform is the Labor 0, Laws of the state in which the Prr iect is located and the ar:ious acts and amendments and Supplements ,4f, :,hereto, as well as all other laws ordinances, and le g al re q uirem�tt, t pp ertainin g thereto. All work performed under this Contract .1 be of the highest standards of workmanship by workers skilled in their trades to obtain the first class results which shall be mandatory. Any 'item of work not meeting these standards of perfection will be ordered removed and replaced until this standard is met, at no additional cost to the Owners 1.06 SCAFFOLDING: This Contractor shall allow other Contractors the use; of f!.. Scaffolds provided by him. All scaffolds shall be built in accord with all State and Local Safety Requirements. 1.07 VANDALISM AND MISCHIEF: The "General. Contractor shall be held responsible any damage vandalism or mischief. The Contractor may for a.n dams e r3ue' to v arrange to have this included as a supplement to the Owner"!s Fire Insurance Policy). • —' 'a° v a Elmer's General Contractors Work Page 2 of 5 ( p 1.08 TEMPORARY OFFICE: provide a s uitable°water tight building for use of the I. Architect, Contractors and Subcontractors Provide heat and light . , as well as plan counter and racks. o • 1.O9 HEAT: The Contractor shall provide heat, fuel, and services necessary b:»x. r r work and materials against injury y dampness and cold until final d finalacceptance of all work and material in he Contract, unless . f:he building is fully occupied by the Owner prior to such acceptance, in which cases the Owner shall assume all expenses from date of occupancy. • The Contractor shall provide heat as follows: At all times during the placing, setting, and curing of concrete, Provide sufficient heat so as to keep the surrounding temperature of the atmosphere not less than fifty (50) degrees Fahrenheit. For a period of ten (10) days prior to the placing of interior wood trim and finish and throughout the placing of this and other interior finishing, varnishing, painting, etc. \ and until final acceptance fo the work or by occupancy of the Owner, Provice sufficient heat to produce a temperature of not less than seventy (70) degrees Fahrenheit. 1.10 LIGHT AND POWER: The. General Contractor shall provide all t v.porary light and power complete with all wiring/ lamps, and similar equipment, during contruction. 0 , r 1.11 WATER: The GenEra1 Contractor shall provide all water used during the " construction as well as securing necessary permits, meters, etc. ",, 1.12 SANITARY FACILITIES: The General Contractor shall install suitable' toilets for workmen and maintain in sanitary condition. Temporary approved ° d to existing sewers toilets shall be located as a roved and connected when feasible. Chemical �.oilets may be used if approved by local Code. 1.13 TELEPHONE: Provide a non-coin operated telephone at the ,jobsite and maintain from beginning ho completion of the work without cost tc the owner. 1.1.4 STORAGE OF MATERIALS: All materials shall be received and stored in a neat and an orderly manner. space shall �i y Sixtabl.c. .� ace s, all be allr�cated Subcotractorsl who shall be responsible for keeping, their allotted area in a neat condition. Sheds and storage areas shall be at least six (6) inches off the ground. Ai.cement, lime, and other materials affected by mois t�%e, shall be stored on Proper Platforms from the weather,. All defective materials shall be removed from the site. 1..15 coots; This work_ is gc a erned:_by the Uniform latest • Build,z.rr Code la well. �.s the latest Codes referred • Edition i r i ` , i g� t" latest to in at the time of bidding , i in :he various Section of these Specifications, included alss.M are the various codes and ordinance: applicable am the city, county and Staten which the Project is located. • I , ). • • Amer's General al Can tractors o' W r Page3of5 r' 1.1 5 SUBMITTAL: To the extent required by General r al Co ntitaons or elsewhere e •specified, submit Shop Drawings, ,Samples, materials lists, and data in accordance with following requirements A TIME OF SUBMITTAL: Su bmit Shop Drawings Samples materials gists 9 s r and manufacturer's data within han fifteen (15) calendar days after , Agreement is executed or notice to proceed is'issued, whichever is earlier, unless otherwise specified, approved, or required for expeditious prosecution of the Work. 2. Each stabmittal shall be , �NCOMPL,B'fE SUBMITTALS: �a � complete. In- ... complete submissions, including those not reviewed and stamped by Canhracfor in accordance with General Conditions and requirements ' herein, will be returned to Contractor without review. `! 3. SHOP DRAWINGS: Submit Shop Drawings as reproducible sepia transparencies with 2 blue-line Prints, having an adequate title block showing the following identification: ..: • Name and address of the Work Name and address of General Contractor Name and address of Subcontractor, manufacturer, supplier, or distributor, as applicable b Name and address of Architect Date, scale of drawings, and identification number Contractor°s review and approval stamp as required by General Conditions. T 4. CORRCTIQN AND APPROVAL OF SHOP DRAWINGS: Architect will mark Corrections and no4'a4',ions on reproducible sepia transparency and return it to Contractor. If Shop Drawings are not approved, s, resubmit' in the same manner. r' r 5, SAMPLES: Include two (2) sets of Samples in each submissions unless otherwise specified, properly identified in the same' manner 1 "'r as Shop Drawings. Architect will .retain one set of approved t. Samples and Lett rn balance of approved Samples es and all re j eCted 1`ti S P^yip::es to Contractor.P ), 6. MATERIA;,$... LISTS ERCCHURE- AND TECHNICAL DATA. Submi t t six 6� copies in bound booklet form of materials lists, brochY res, and d;1ta, ro p erl Identified ie re uired` fo.t Sher ybrawnrs.� Architect will red as� o. �' am' ed by Contractoa. a ` . �� rejected and a `�,rcaved submissions ,_� PY of q g taro one co and rebl n balance of all submissions - ay E0 Contractor. No Wok reresented by These submissions shall . 4 by p c� ©� commenced until the applicable submission 's been ap rov�d work shall conform to the approved submissions. ' r .,+n nu.r ,eu nm,.a uvi.., • +nm • rte- w"Wallrw.merwl"NI'-p�iMrCkyy y . �{•J C w 1 1 - • Elmer o s . General Contractors Work a Page l 4 of S 1.17 AS-BUILT DRAWINGS: Prepare and submit as-built drawings in accordance with the following requirements: 1. RECORD SET DURING THE WORK: From Drawings issued without cha. maintain at.least one p Drawings -Built ,, .. ne can fete set of Drawa.n s as as Field Record Set. Apportion copies to the various Subcontractor.cr for t recording of their Work. 2 CHANGES: Work that is installed differently from the Drawings '- or Specifications shall be neatly, accurately, and clearly recorded . on the iFieid As-Built Record Set at the time the Work is installed. ': Make no such changes in the Work unless previously, authorized by Modification. 3. AVAILABILITY OF FIELD RECORD SET: Keep Field 'As-Built Record Sit at the site during the entire Work, available to Owner and Architect S Frio \ 4. FINAL AS-BUILT RECORD DRAWINGS: Prior to competion of the Work, - Architect will order for the Conti � ri actor, at Contractor's expense, one complete .� i set of Contract Document Drawings, including Clar fication and Interpretation Drawings, and Drati+ings issued by ' Addenda, printed as reproducible sepia transparencies. 5. PREPARATIC' OF FINAL AS-BUILT RECORD D'ZAWINGS: Contractor shall transfer as changes indicated 1 ,.� � � .� recorded than e� �.n the Work .indicated �n the Field As-Built Record Set to the permanent as-built reproducible sepia transparencies Changes for all^trades' y eatly and .. Chan shall be n clearly drawn and described and ,rho in techn•ically correct 6. DELIVERY: Before Architect will 4.;ssue final Certificate for t the Field and Payment, submit both � t Final As Record Drawings Ym � 9 to the Architect for review, ar,d make such revisions as may be necessary for the Final As-Built Re i cord Drawings to be a true r P � complete and accurate record of the Work in the Architects opinion. 7, CONFERENCES: Cont and an Subcontractor involved shall al-,tend o� Contractor a y • P stcontruction conferences to clarify the Final As Built i , Record Drawings as required by Architect, at no extra cost to Owner, :.18 LAWS, ORDINANCES, RULES, REGULATIONS, AN1 ORDERS of public authorities *' having jurisdiction and bearing on the performance of the Work, which are intended where referenc is made in the singular ar plural to Code 1 , Building Code unless otherwise stated- include but are lnot'Ilimited to - - or Bu�Y�. �, g , , the following. cµontractor shall make available for their Use at the site s p> g applicable the Work as Architect .such cc pie of legal document'S a �iCable �o t or, Owner may request of him. • Btttldirig Code of Jurisdiction. Lodal Nlechanidal Coded, Lc sal Plumbing Code.; / • I I I I , I..P ;•O 1 N • ` 1 ' '• A `,. y , e 1 • • I' . 1 w • 1 I' • .4 • • ' I • Elmer's General Contractors Work Page 5 of 5 t. R The National and Local Electrical Codes. ' National Fire. Protection Association. State and Loral Public Health Codes. ; Ali. other governing laws, regulations, orders, codes, :and , I ordinances specified in other Sections of 'these Specifications. 4. 1 1.19 STANDARD OR REFERENCE SPECIFICATIONS: Specifying y bert:,in by reference 4 to St andard or reference type specificaton documents or to another part -., . ' of the Co©�raattDocuments` shall•have as � . document the same force and effect r,,.i n referred to were exactl. repeated at the place portion exactly P P ' , reference is made. In case of conflict between any applicable code, law, - ordinance, rule, ,regulation, or order and referenced standard or reference specification documents, conform to the most restrictive require.' - went. :.:rov �p a.ded such '.conformance is lawful. Standard or reference specification documents incorporated into the Contract Documents by reference shall be those of the latest issue at time of receiving v3ng bids unless othe rwise specified Contractor Subcontractors Su b subcontractors and suppliers of materials • and equipment for the with the rep_erenced documents. Cont or �. fully familiar race • Work sha:l�. b� W ble for their use at the. site such copies of referenced � � shall make avails standard or reference specificatioi,ti documents as Architect or Owner may request. Abbreviations used to indicate or specify sthdard and t( reference s e caf ica yoa� c ocum ants shall be interpreted rated act or din g tI `their recognized and well-known technical or trade meanings. M �.2C ALLOWANCES: The General Contractor is to include in his bids, allowance for various itemsr',.,` See Section Seventeen. • • u. • . El mer' � Preparation of Site Excavatio n and Grading i f Page • of-' 3 PREPARATION OF SITE,rEXCAVATION AND GRADING SECTION TWO 2.01 GENERAL: All work under this heading is subject to the General Condition. of the Contract, as well as all other items of the Contract Documents whether bound herewith or note r 2.62 WORK INCLUDED: All labor and materials to coo all phases of excavation • and grading, as well as related items necessary for the comr,^letion of the , work, including all shoring, bracing, piling, and cribbing necessary as well as removal of same., • 2.03 '6contraOtsINCCIo'fiDED; Excavation required for plumbing, heating or electrical ' Cooperate with all other crafts on job requiring use excavations. Paving specifie.,d elsewhere. Excavation of rocks larger than 3'-0" in greatest dimension. n latin the work under this • SITE: All bidders cor�ter p g 2.04 INSPECTION OF THE 5�z� Section of the Specifications are advised 1:o visit the site, and thoroughly investigate the existing conditions. No allowance is to be • � rock over z ' �, made in the Contract for rock excavation. feet in greatest dimension shall be done o Excavation of rack. Yard oa. three (3) � g dimension,, on cubic and ° a separate Contract as an extra. Prices for rock excavation shall be mutually agreed upon in writing before the rock is excavated n removed to a depth of six (6) inches below • �. EXCAVATION: A 11. to ► soil rem • 5 � p ok,, existing grade, in all areas covered by the building, and store for use in f ini:h grading. Excavate for all foundations,ions, footings, trenches c. and slabs to a depth shown on the Drawings. True to line wide enough permit .. s of all foundations run to solid undisturbed •° bearing. Work that is excavated to to ermii. form work Bottoms • g � greater ..depth than is called for az id is within the bearing area of walls s footings, or flo or slabs shall be filled with concrete mixed 1:10. Excavate for all drain tiles and dry well as shown on the nrawings. Pipe trenches sho li have evenly sloped bottoms 2.06 PROTECTION Keep clear of standing water.. This Contractor respon =ible , for cave-in. Trees shall be wrapped in burlap or otherwise protected •,1 from coma g e during Construction, this shall also a pp ly to all plantings that are to remain. 2.07 UTILITIES; Where existing utilities , protect and support lines are encountered > or cap and notify prover authorities or other Contractors having to do with re-location. ` �" `ova � ...�; � P Y Pipes �w. teas I; �, Re,�totre and dispose of an i es in exCa,aced a II as a part of this Contrc.�t� t. , 2.08 ° WILLS OR CISTERNS; Exi.,ting Wells y cisterns, cess pools or septic tanks that are encountered within the area of the new building or within -, sic (6) feet of walls g; a cleaned out to of and filled witheleanlmixturehoflco solid sub rode and - ,� � .with . � i ; ti of , . pea gravel. (i area S �• . . g ,e�cavata.ans outside of uhe�buil��n ea ravhal.l � Any such existing Wells oa. ° g be filed with earth and well compacted. ► / 1 /t of Site, Excavation • ' Flmer�� Preparation , and Grading Page 2 of 3 • 2.09 REMOVAL OF SHRUBS AND TREES: Except where shown or marked to the contrary, all trees, shrubs and stumps shall be removed from the entire , site. ,Remove all roots and organic materials from. area to be covered 1 with the buildings, roads, wanes, and parking areas. Remove all roots ;' § from all other areas of the grounds to a depth of not less than twelve (12) inches below the finished grade, a',, 2.10„ BREAKING OF CONCRETE: In all areas to be occupied by the new co nstruction, and for 'a distance of five (5) feet beyond the perimeter of the building, remove completely all existing walls, floors, footings, piers, slabs, i ' or other obstructions In all other areas of the site su ch concrete {'i work shall be removed to a depth twenty-four .. below P � , . of twer�t `four (24) inches b finished grade. ' Break anY concrete to provice drainage. Walls My be broken up and pushed over into excavated areas before filling. ' 2.11, FILLING AND BACKFILLING: Do no backfilling around walls and/or m , foundations until "first floor beams or joists" or "floor slabs" have been set into place. 9A11 earth fill shall be tamped thoroughly each • two (2) feet. All open drain the shall be covered with crushed rock or 4 . gravel for a depth of twelve (12) inches around the building, the same being', graded from coarse to finer Open drain tiles beneath the slabs shall be , Covered with broken stone or gravel to the bottom of the slab. Gravel fill only, beneath all slabs, minimum of six (6) inches under interior slabs, four (4) inches under exterior graded from 1-!Z" to minus. Backfill material may be from earth saved from the cunstruction, but free of Y Sticks and other debris. Fill shall be deposited ar mentioned above. Earth used for backfill shall be for finish grading only not beneath slabs. 2.12 FINISH GRADING: Finish grade to elevations shown using soil saved from exdavation or furnished from elsewhere if insufficient amount remains. • Finish grading to slope away from the building. All planting are to be filled with clean top-soil 2.13 EXCESS MATERIAL: All excess material shall be removed from the premises, [ including all dirt, stumps, trees, rock and rubbish. 2.14 FOOTING DRAIN TILE: See Drawings for size, type, detail and location lines including' of all sub-foundations drain 1 � g all lines for svb-surface draining beneath slabs, footings, yards and areas. I 2.15 A DDED OR OMITTED EX AVATIONS ShoUld the bearings b at the`levels 3.ndicated on the Drawings be found by the Architect to be insufficient, he may order the e .davations carried to proper bearings, such work s a , shall a . . rlthe cost shall be determined by th h e rnethodasCstated in Art le the General Conditions The same shall apply in�n reverse if the Architect should decide that proper �P,ara:x g may , be obtained at a lesser depth. • is `\ ,.w,..,.........•.«....,'w ,«,w .,.W ice.. ..w.w ,w .,v,... .a .-. T . I if / • .. :.i...f.;:. ..._,:.. :;......+_,- .,. ..,• +«,,, ,.,..,..;—�»t ...:,.,�.a._.._r;_,., r.n........w,..,. M.i ..I..ir».-a .�:ta: .._a., .. .x ,+..,..1_.i:. . ' • • • Elmer e s Preparation of Site, Excavation and Grading Page of 3 ' 2.16 CATCH BASINS: Furnish and instal. where shown on Plot Plan Drawings Crate to be cast iron, coat grate and frame with hot asphalt. 2.17 DRAIN LINES: To be of the diameter and alig nment as shown on the '! Drawings. Bell and spigot :oncrete pipe conforming to A.S.T.M. ,* Specifications C.1.4. 2.13 LAYING TILE: Earth shall be carefully excavated beneath bell ends and ' " • • after placement _carefully compact with earth backfill taking care not / to disturb tile. All joints shall be neatly filled with mortar, 1:2 ,- sand and cement. No keckkfilling is to be done without approval of Architect. D 2019 COMPACTION: All filled areas under slab interior or exterior shall , be compacted to ninety-five (95) percent. • aa • l I • H • .r I d h • . ' ..Y..-+-.•'i-u.W--s..nMwwnW,rvranh'•^„,.,. Elmer's Concrete Work • Page 1 of 3 CONCRETE WORK ..,. _ .,.�..�..... SECTION THREE 3.01 GENERAL: All work under this heading is subject to the General Conditions }' ° of the Contract, r, all l ,other items of the Contract Documents as wel„L as a • ' whether bound herewith or riot . 3.02 WORK INCLUDED: All materials and labor necessary y to complete all y;' I phases of concrete work plain and reinforced, G shown on the Drawings or as f . herein specified. 3.03 WORK EXCLUDED ,a. • A. Cement finishes except integral or monolithic r finishes Seep "Cement Finishes , 8. Setting beds. t • Set Co Cement Pla sterin 9l.P ar inz an d cement scratch coat. 3.04 MATERIALS INSTALLED IN THIS DIVISION BUT FURNISHED BY OTHERS: A. Concrete inserts, hangers, anchors, floor clips, sleeves for all piping, etc. B. Loose lintels bearing on concrete work. . C. Door and window frames and bucks occur:ing concrete work. D. Flashing in concrete. E Reglets. 3.05 POURED l IN PLACE CONCRETE:' CEMENT: Portland cft!rnent Conforming to the late,,, AAA«T�.M Specification.. C-150 type 1. FINE AGGREGATE: C;Leatn uncoated grains conforming to A.S.T.m. Specification C-33 COARSE AGGREGATE: Clean uncoated grains conforming to the latesb A.S.T M. Specification C-33 WATER: Suitable for drinking. '• METAL REINFORCEMENT: Billet steel bays A«S.I.M. A615 Grade 40. Ftr rnis. h Wire fabric in flattened sheets,: Wire fabric shall conform to A.S.T.M. A-135. All steel free of a11, coatings. cop r � II • 0 ,. .,..,,.w ,. t .w..... ...,. ..,ru.,.. .._i,-,. ._.e. ..,, ,. r. r ,,,. .r r.,.,.... <. _ are ..,_ ,..... r . • MI ,.wa.,. mAmaebrtdadxr,,` • •• e.n—. 1 n r , t i •DA riain ' i Concrete Elmer's Work � Page 2of 3 3.06 STORAGE FO MATERIALS: Store all materials to prevent deterioration or contamination. Each size aggregate shall be stored separately. Cement • stored, in original containers, with manufacturer's name clearly visible on the bag. Cement partially set, caked or otherwise contaminated shall . not be used. 3.07 TESTS: This Contractor shall if directed by the Architect take tests by an independent testing laboratory as directed by the Architect. Samples shall be taken triplicate. Concrete found to be sub-standard shall be removed and n p nand the results forwarded to the Architect in P � new deposited. • 3.08 PROPORTIONING' AND MIXING: Concrete to have a compressive strength as ■ noted on Structural Drawings. The concrete used on the job shall net exceed the maximum water-cement ratio for this class of concrete (8 gallons per sack of cement) Concrete used on the job shall be ready mixed conforming to the latest A.S MT.M. Specifications C-94w 3.09 CONCRETE `PLACEMENT: All Norms shall be free of all foreign matter, chips, etc. Forms shall be'thoroughly wetted (except when temperature of the surrounding atmosphere is below 400 F.) or. oiled. All water shall be ' removed from place of deposit before pouring begins. Concrete shall, be placed as near its final resting place as possible to "avoid separation, a in rehandling. Concrete to at all times remain plastic, no retemperirig of 'e concrete. No concrete that ha.; been mixed longer than thirty (30) Minutes e. shall be deposited. Concrete shall not be poured in the rain unless 1 ' edtion is provided. After ~ P g the. Architect is satis:Eied that adequate ��arot the concrete operation is begun it shall continue: in a continuous operation in •such a manner :hat fresh concrete will not be deposited ■ on concrete which has hardened sufficiently to cause formation of seams and planes of weakness with the section. Top surface to be generally level and smooth. When contruction joints are necessary, they shall be made in accordance with Article 3.12. Vibrators shall be used to make the concrete flow evenly around the reinforcement and into corners and blocked out areas. Vibrators shall be used by operators skilled in their use. • 3.10 ADMIXTURES: Shall be water reducing admixtures conforming to A,.S' T.M. C494 a for all concrete except e t teri or flat work Which shall contain 5% i .176 ' entrained air( 3.11 CURING: All Portland cement concrete shall be prevented from early 1 . drying for a period of at least seven (7) da ys s after pouring, and early 4� strength concrete shall be protected for the first three (3) days. ry Adequate provisions shall be made for maintaining the tern rature of the concrete or se'v'en (7) days at fifty (50) degrees-': "' . . moist r � � �' i and the ' • cirri n period 'shall, be extendd to insure a com ress v'e strength 9 p <� -�► � P "' corresponding to that which would be secured under the provisions of the ' previous part of the ara ra h. Whenever the temperature of the P p p g A p: . surrounding 4ir is below forty (40) degrees F., all contrte zhall be maintained at a temperature of not less than fifty (50) degrees E',r for f, period of at, lest sev'enEy.two (72) hours :... and a for normal concrete ! high g ; ncrete. The covering tv�er�t �fo� C��) hours for ��. h earl` s�,rer� � co h k l f X Elmer a s Concrete Work Page 3 of 3 ,. • or other P rot( ction shall remain in place at least twenty-four (24) hours after t ° . �► he artificial heating has been discontinued. 3.12 CONSTRUCTION JOINTS: Joints not indicated on the plans shall be made and located so as to least impair the strength of the structure. Where a joint 'is to be made, the surface of the concrete shall be roughened,. thoroughly cleaned, and all laitance removed. In addition to the, Y, foregoing all vertical joints shall be thoroughly wetted and slushed *with a coat of neat cement grout immediately before the placing of . nev-,r concrete. Al least one day must elapse after depositing„concrete in the columns or walls before depositing in beams, girders or slabs ;�, supported thereon. Beams, girders brackets, column capitals and haunches shall be constructed as part of the floor system and shall be placed y herewith unless otherwise specifically shown , to the..contrary. . y. 3.13 EXPANSION JOINTS: Joint filler shall be of pre-formed, non-extruding resilient type in accordance with current A.S.T.M. Designation DX-544. - The joint filler shall be the full depth of the concrete section. One- , half (1/2) inch bitthninouas joint material shall be used unless s p ecificalxlr specified to the contrary. r °r , trowel 3.x,4 All slabs shall . ,.ah � smroth .• 1a trowelled' to a • p l have � smooth monoli h:�c finish,- � wav from the • Level, aid smooth f .nih. Exterior slab work r�hall, rlope a building and t lightly ill other slab work shall+be finished absoltitel level unless shown or a pecified to the he finish shall be broc�med Y contrary. Excess material, shall be removed from the premises and not' p deposited in the c` tners by the finishers. Honeycomb and other Such imperfections shall b repaired to the satisfaction of the Architect BUT NOP UNTIL HE INSPECTS THE SAME. •• . 3.15 DEFECTIVE WORK: Remove and replace when so directed by the Architect slabs, sidewalks, curbs and other concrete surfaces, which show eccessive ' shrinkage: cracks, do not drain properly, or show';.•h's of f icie nt strength a L in testing. 3.16- PIPE CHASES SLEEVES, ETC a: Workers of all trades shall set into place I .' before this Contractor is ready for concreting all ducts, sleeves, - pipes conduits, etc., which are required to rest within or pass thrr^ugh p Pipe concrete r the concrete' This Gontr��tor shall rorrde all. i e chases in c s that are. sho+ern or specified or as required y the .hitect or Walls that �pec�.fied q ed b the Arc any trade, for the proper ,execution of the Work. a d. All steel is to be placed in the forms in the .Shapes... and bends as called for on the Drawings., All Steel shall be detailed and placed according to the latest revision of A.C.T® 3'i5, Wall rein. forcing is to runs c'^ntinuous around all corners. • ,.b � uw a f 1 Elmer's Masonry Work f Page, 1. of 2 ; MASONRY ,...,WPRK SECTION FOUR r . 4.01 GENERAL: All work under this ,heading is subjecT;, to the General Conditions f' of the Contract, as well as all other items of .�:he Contract Documents l . t, whether bound herewith or not. ' 4.02 WORK INCLUDED All labor, materials and equipment necessary for and reasonable incidental to the completion of all masonry work including r all brick, stone, tilev concrete masonry units, glazed structural , units etc., as shown on the Drawings and as specified herein. S 4.03 MATERIALS INSTALLED IN THIS DIVISION BUT SUPPLIED BY OTHERS: This Contractor shall build into the masonry the following materials which I are furnished by others: Chimney Irons, Flashings, Loose Lintels and Steel framing which bear on masonry, Sleeves and Thimbles for"pipi�.g of all trades, Window and Door Frames in masonry, all miscellaneous and ornamental:iron, steel and metal work. d' 4.04 WORK NOT INCLUDED: Centering, waterproofing and dampproof ing specified � elsewhere. 4.05 mATERIAI,$; FIREBRICK: Con forming to'A.5.T.M.(C.64) (C-153) (C-106) (C-27-'28) Clayburn-Harbison, Ltd.; Cladding Mceean. FLUE LININGS: ININGS: err a-Cotta, without defect,ect.. , sizes as shown on rrawings, two (2) foot sections. "Heatilator" 12" I.D. insulated 'flue liner with th exterior caps and flashing as detailed. BRICK: Manufactured u.4ed brick. (Supply sample of six (6) bricks . .I to Architect) + PORT LAND CEMENT: Colfciming to q a7 eT a1 o C-150. ADMIXTURE A.C. Horn 'l3ydratito Plus', Omicron, O.M. HtDItATEI LIME: Conform3xi to A.SST.M C- .. g a�. SAND: Conforming to A.S.T.M. C"-144, WATER: Suitable for drinking. • y , • • rr ' x ^ 1 iM '\ tt • Elmer's Masonry Work { Page 2 of 2 w r 4.06 ,PROTECTION: Protect all masonry from freezing, partially completed work shall at all times be protected. Leave all masonry work in a ( r perfect condition at the completion of the job. C• 4.07, STORAGE 'OF MATERIALS: Delivery, storage, and handling of all masonry materials shall be done 'in a manner so :as to prevent inclusion of foreign material and damage of materials %y,water or breakage. Packaged materials delivered and stored .,n their original containers until ready for use. Packages or materials showing evidence of water or other damage shall be rejected and removed from the site immediately. •. V All manufactured materials shall be standard products. 4.08 MORTAR COLOR: As selected the the Architect, not to exceed ' 5 pound • per cubic yard of mortar, i.e., 3 pounds per sack of cement. • • { • s r, • • i 1I r,f; L a ! \ • 41 . • ji � A .. .., .. , ,..,m ., „ , .nv, ,. ✓ ,n ,,.r.. ,.. , ._.,. . .,.,., .. ,,,,,�_ n,..xn...yiwww ssnu+. ,.. , ,'. .., .,.;r r Elmer's Carpentry and Millwork -' Page 1 of 6 ° CARPENTRY AND MILLWORK SECTION FIVE . this heading is subject to the General work under t I I 5.01 , Conditions of the-Contract as well as all other items of the Contract 4 Documents whether bound herein or not ' 5.02 WORK INCLUDED:. S UDED L Furnish and ns to a. 11 ' . rou n al h .a and dressed b 1 g, lumber and all millwork, build and *strip all forms, wet and furnish all center marks, templates, bracing blocks, nailing strips, plugs, and bucks and see that their work aunlesslotherwi.�chs e�.ifa.ed.��Erect�all�temcom completion Y by p n of the -' p temporary doors and Put g r y , the building under. lock and key as soon as possible. Do all of the ` l _: work and furnish all Of the labor and materials not covered in the various l contracts. F urnish Shop Drawings for all millwork. 5.03 MATERIALS: All materials shall be equal or better than the grades called for and shall conform to grading rules and Specifications of Western Wood Products Association, National Hardwood Association, or ` , other organizations governing the species or type. 4 ROOF SHEATING: Sheet..4 of 7 WALL SHEATHING: Sheet 4 of 7 FORMS: 1 x 6 or 1. x 8 Standard Grade DF or approved Plywood 1' STUDS AND PLATES: Sheet 4 of 7 { JOISTS, BE 1MS,, POSTS, GIRDERS, COLUMN: Sheet 4 of 7 • FINISH SIDING. 3/4 a 8'a Bevel lap siding. Cedar select tight knot, smooth side exposed. FASC �': xAa 2 6 Vertical grain fir, all exposed r:±irk. �' SOFFITS: 1/210 exterior Soffit board i i M. .. cl� , ( \' A STANDING AND RUNNING I17• V e G. Clear Hemlock DOORS: Roddis, Wehole, U.S. Plywood, or approved equal. CABINET WORK. R.C. Birch (Select CABINET . White Birch) SHELVING AND OTHER COVERED OR ENCLOSED WORM: RoG.D„.F A-a Plywood SIDING WAILS: All siding nails shall be pre.dip II I I ° BUILDING PAPER: Sisalcraf t, Brown-Skin (Economy) 14 .b A„,„.. • I I • ..nuu. u .....w.M.. ...,......w a...,r• r.. r. ,..,.w ... ...,t .,... .., ., . .. ,. .. v ,, _ i •., _ : .. ... ,. ...., ,11 ,., , <' I d 1 • • � : I Elmer'SI Carpentry and Millwork P age 2 tf 6 4Y•1 INSULATION: Qw•e ns'-Corning R-19 w foil Faced CAULKING: PRC 'Rubber Caulic' 5000 ROUGH HARDWARE: Anchor bolts, Try .L-Grip connectors,ors, nails etc. • 4 as necessary to complete the Work. • 1'WFATH�RSTRTP. Zinc guage, � a1 l exter ioz doors. 1 • • c � • w • e • • I i bx Elmer's Carpentry and Millwork (`" Page 3 of " 5.04 WORKMANSHIP: FORMS Shall be double, well built of studs and strong backs, true to' line to prevent distortion. Sheathing shall be laid tight to prevent leakage, and tied together with patented wall ties and spreaders only. No wire ties. Open knotholes shall be covered on inside with a neat . metal patch. Form lumber may be reused in .the other parts of the , , construction where approved by b y the Architect, providing the nails are removed and the concrete is cleaned off. FRAMING: • Sill, plates,lates, and nailer strips and any wood coming N Sill contact with concrete shall be thoroughly pressure treated with shall with wood preservative. Sills shall be securely bolted into place in a full , bed of mortar true and level Studding and framing sizes and spacing as shown on the Drawings. SPLICINg: Structural members shall not be spliced between bearing ' points. Studs shall not be spliced. Where the structural strength of any member is impaired by drilling, cutting, or notching, or by inherent •defects, st~r.,h members shall be reiinfoi ced in a manner satisfactory to the Architect. CORNERS AND OPENINGS: Shall be solid, and studs shall be doubled around all openings. , BLOCKING AND 4 _ BRIDC NG Install cross n spaced org y than 10'-0 � in all joists spans greater Or Solid blocking over r , ' all bearing. ROOF DECKING: See sheet 4 of 7 2 x 6 Slect Deck or Plank Deck, by Boise Cascade. • BUILDING PAPER: Shall be applied over all outside Walls ov#r the sheathing and lapped 2". SIDING: Type as shown on the Drawings, applied horizontally, smooth side out, driven tight, nailed through sheathing into the blocking i with ad nails. Use a nail set to drive the nails up tight as hammer marks will not be approved. Pre-dip siding nails .FASCIAS: Use lon est boards posSible, all a�irts cut �n 45° an lP d cornets mitered, SOFFITS: 3/8 A-.13 P l , rlood, ext. glue. • • BT,OCKING AND BACKING Provid'e Solid blocking for all scrOseds, • wainsdptt,daps,wall. mounted tables, etc. . Provide blocki.hg for all it ; P lumbin g fixtures� toilet p artition s, soap disp ensc ,;3 paper olders, It^ d . o Elmer's Carpentry and Millwork r page 4 of 6 jambs, cabinets, mirrors and similar accessories,bs t Boar and ,��.m , , � coat hook strips, in general wherever it is needed. Fire block all !walls required by r I. I ; I I . FLASHING: Furnishing and installation of metal flashing specified under Roofing and Sheetmetal Section r I TREATED LUMBER: Sill, sleepers, nailing iling b to blocks, and all other wood in permanent contact with masonry shall be treated with 0Chetmonite' or 'Wolman .ze-a1. Ends of post in contact with masonry brush with creosote (well worked into grain). TNSULATION: 'Fiberglas', 'Rock Wool'. For ri g ht roof insulation see Roofing and Sheetmetal Section. , • • • )4, h r l , I I I \ 1, I • Elmer's Carpentry and Millwork • Page 5 of 6• ' e . 5.05 GLUE LAMINATED STRUCTURAL MEMBERS: See'sheet' 4 of 7 ` LUMBER: See sheet 4 of • 7 ADHESIVES: See sheet 4 of 7 as ;� SS - See ki. s heet 4 of 7 y " 5.06 MILLWORK: All millwork to be Premium Grade cut from Solid stock to gig; • as shown• on the drawings. � Carefully fit on the job. Doors and • sizes a window frame members shall have mitere • • d corners. Al]. millwork is to be carefully protected after erection, sanded by machine and hand smooth , ready for the Painter. Door and window framing shall be set plumb and true, with double wedge blocking driven in back of jambs at nailing point. The only putty or plastic wdod allowed on the job will be for • the filling of nail holes. Face material shall match adjacent material. Where practical, all millwork to have concealed nails and screws. ; Edge grain, shall be faced. All work scribed to fit, Drill , holes in hardwood for nails. All cabinet and millwork hardware furnished and installed by millwork supplier. F during � y 111w pp' Mill the Contractor's p work damaged dixr the construction shall be replaced at t _expense,, • 5.07 CABINET WORK: Cabinets shall be premium rade all exterior corners shall • g � be mitered. Doors and drawers shall be standard flush type carefully fit by skilled mechanics. Drawer bottoms 1/4" hardboard, Al]. exposed cabinet work (select Birch). All frames solid Douglas Firs 9k Hemlock, or Alder, 'fixed shelves' "q p dadoed into cabinet ends. Cabinet I a maker shall furnish and instalkall cabinet hardware as shown on hardware scheduleor as herein specified • I : } 4 ./� ra . / �. i .w a .,..«.. .',—, .. _.. ...., ......nl.a a.1.r ..xy:nr 4.R: .. .. • o- !Y ! ... ,..._ v l.. .. . .... rrti,r. t. .....--..,.. rn 1.:.. .4 ....+ ... ,r.....4s. .u..w....rte.. „s.A . .. •}Y ...w nv .. Mde., • Elm s Carpentry e Y 1 ntr and Millwork , I page 6 of 6 • 5.08 DOORS: See door'schedule for size, type and material. Painters are to seal edges as soon as the doors are fit. Store in dry locations, flat • until to the y hung.hun . Vertical edges shall be beveled 1/8" °�g 8 in 2 insure their closing tightly and not binding. Warped doors will not be • accepted. Doors to be hung and fitted and then removed for finishing ` (see Painting Specifications) and Architect is to be notified before • . final hanging of doors so he '.ay inspect edges and bottoms for finish. HOLLOW CORE DOORS: Roddis Mengel, U.S. Plywood,` with two (2) year guarantee.. General ,Plywood p' "Rezo". No hollow core door allowed, in this agreement.orataon.� Paine R�zo GLAZING: Factory y in stallataons of ss ize as s hown on Door Schedule with , stock lip molding. SOLID CORE DOORS: General Plywood Corporation/Paine "Rene°t; Roddis: Graft Five ply Golden Dowel; Mengel Stabilized Jamestown, g uaranteed for life of installaion against faulty workmanship of size and design as noted on Drawings, 5.09 HARDWARE: Shall be carefully fit and of type as Specified under the • 0 Finish Hardware Section of the Specification. Hardware is to work smoothly and and freely. I`t shall be t his Contractor's responsibility to see that the Painter does not begin the painting‘operation until all • items which might g be subject to damage are covered, or otherwise • protected. The desired hardware finishes are specified elsewhere, and any .additional finish applied by the Painters or any other trade shall be removed before the building will be accepted. • •---; 5 1 CAULKING. All caulking in contact with masonry will be p rovided b y the masons, all other caulking throughout the job is a part of this Section a ` tines. Fill p 1..1,on� Caulk recesses• of the S ec Prepared caulking and where required tQamake f�auild�,n. weather the ifica °� ta.c�p 9 r g building ` ht. This work shall be done before painting commences. .11 ROOF DRAINS: See Architectural S. Details. r , _ • 1 ' • Elmer's Miscellaneous Iron and Steel Page 1 of 1 • MISCELLANEOUS IRON AND STEEL SECTION SIX 6,01 GENERAL: All work under this heading is subject to the General Conditions of the Contract as well as all other items of the. Contract Documents • whether bound herewith or note r 4 + "Y` q; c\\.6 WORK INCLUDED: The furnishing nd installation of all miscellaneous - \ g laneous ' iron and steel items as necessary to complete the work as shown.on the Drawings or as herein specified such as: Bearin g plates, joist hangers, , angle iron beams, door and window anchors, corrugated iron trench covers, • an le , Simpson connectors, drift pins, anchor bolts, pipe columns, etc., in general, all material and labor necessary and reasonably incidental to ,• the completion of the work as shown on the Drawings or as herein specified. Install structural steel not otherwise specified. 6.03 WORK NOT INCLUDED: 'Hollow metal doors and frames see Miscellaneous a /, specialties. Hardware; except where specifically included, see Finish Hardware, Sheetmetal; see Roofing and Sheetmetal. Structural Steel; except as ' ( , noted herein. 6.04 FABRICATION: the A.W.S. Code, ,.� All items shall conform to th All steel U items shall conform to A,S.T.M. A-36 specification and shall be new and v;, of the best quality. All metals free of all defect impairing strength, durability or appearance, and of the best commercial quality for the purpose specified, all material have curved work to true radii, all work have anoteddt9 the corar profiles, . / finished smoothly. . � ontrary, I y.. All exposed fastenings of same material, color, and finish as the metal to which applied unless noted to the contrary. 6.05 IRON GATE: See detail, at end of Specifications. t , 6.06 SHOP DRAWINGS: Submit ship and erection Drawings for all structural rteel work before fabrication. Verify all conditions and measurements at the buildin . g Approval of Shop Drawings will be for sire and arrangement of principal and auxiliary members.t and strength of connections. Errors in dimensions 'shown on'Shop Drawings will be the responsibility of the Contractor. 6,07 SHOP PAlVlING• Before leaving shop, all steel wor k shall be t norou g hl y cleaned, and given one coat or approved p raved metal Protective primer, except steel to be embedded in concrete. . a . r t� g into Concrete. 0/c for cast�.n a�n 6.08 ANGLES, BRACKETS, ETC.: Welded anchc�3:s '1.8 � Provide 9 angles, brackets, bolts, and clips' nedessary and as shown on de alb. g -e, brick or masonryo Dr 'w ayn s� Cast anchors in concrete 6..05 WOVEN WIRE FABRIC: See sheet 2 Of 7 • 1$4. °T { • Elmer's Finish Hardware Page of 6. r " ,'f_ FINISH HARDWARE SECTION SEVE1', L 7.01. GENERAL. All work under this headin g r is subject to the enera i , . Conditions of the Contract, as well as all other items `c f tha Contract ( k\' . ° Documents whether bound herewith or not. 7.02 DETAILS: . .``.• A. The hardware supplier shall cgnsult. the.Drawings and details and l a otherwise familiarize himself with the wort to . �� 'the end that all items , • j � . = of Hardware furnished shall caconform to units to which it is applied. . B. He shall coordinate the with other ca nflictin g trades •, .such as millwork, exit doors and frames, masonry work, ,etc: "' , C Immediately after the award fo the Hardware Contract it shall be the duty of the supplier to request approved shop Drawings from such trades 4 with which the Hardware must be coordinated. D. After checkin g approved shop Drawings, he shall s upply promptly such template information Drawings, approved Hardware sche , etc., as ma be required to facilitate the progress ress of the job. r L ue y q p �! 7 SCHEDULES: Hardware supplier, shall prepare and submit.to th,e _ 7.03 Architect for ha p oval as Promptly as possible, five (5) copies of the ph � P y Pa' a > ;. complete schedule. 7.04 SAMPLES P, When requested by the Architect, samples of the exact'Hardware shall be sent to the Architect for his 'approval and remain in his ‘0, possession until installation, 7.05 QUALIFICATIONS: The hardware I hardware supplier shall in the opinion of the of �! Architect have sufficient experience eArchitectural Hardware Consultants to � consisting members of the American Society o, r properly handle, detail and service the hardware in 'a satisfactory `} r manner. , {i • 7.O6 ITEMS NOT INCLUDED: A. Metal toilet par 4ititan hardware w I B. Threshold other than specified in the section C. Metal sash h&cdware D. Hand rail brackets for metal hand rails Z. I-tardware for draper[ +. , M i a ., F.. '�eatherst,r3:ppyng other than listed...herein i • Y ° Elmer's Finish Hardware Page 2of 6 I ' 7.07 SUBSTITUTIONS: No substitutions of m aterials as listed ed will be allowed, other than those already approved, without consent of the Architect ' as provided in Article of the Supplementary General Conditions. • 7.08 DELIVERY: Deliver all finish Hardware to the jobsite complete with all ' necessary parts and proper fastening as required, except that portion which goes to other subcontractors for final fitting. Each item shall be in its original container, properly marked and numbered for . each opening in accordance with the approvpdyHardware Schedule. 7.09 GUARANTEE: All finish 'Hardware shall be gua,.sranteed free from defects in workmanship and materials for a period of one year after final ... acceptance of bui3din g y An y finish Hardware failing to comply with the' above guarantee shall, upon written notice from the Architect be removed and re p laced with satisfacto ry material as originally specified, at the Hardware suppliers expense. 7.10 CODES: All Hardware shall comply with fire and building codes applic able district building is located in. to I , by others as . 7.11 INSTALLATION: Finish Hardware shall be installed b . specified in other divisions e ' 7.12 FASTENING: Check C © I• ns and furnish approved type of fastening devices such as screws, toggle ; r , bolts, expansion shield, and tap screw necessary to securely anchor all Hardware SSE MOUNTING HEIGHTS: erwise specified or detailed 7.13 F•tAak�.Di�IA , Unless t��'in p 3.led i . ` mounting heights shall be as follows: Exit Devices Centerline of crossbar on entry doors to be L centered on middle crossbuck of door just below glass. On emer g enc y doo rs jUs: below glass. l Door Knobs 38" above finish floor r Kick Plates 1/8" above bottom of door Butts'Vol) Hinge 8 3/4" from top of `hinge to top f � of door P g 8 11/4" from bottom of hinge to bottom of door Middle Hinge Equally spaced`between top and bottom hinges Push Plates Centerline 500 above finish floor centerline 42" above finish floor Pull. Plates �- oil Centerline to be centered on center pane of Deadlocks glass; on emergency , to be 0 on 129' 'above asxit device, doors centerline 4 r I I I i cA • 1 t T n Elmert4s Finish Ilardinrare ` Page 3 of 6 • 7.14 KEYING. Door No. 1 Key "A" Make 2 each Door No. 2, 3, 4, 5, 6, 7,' 8, 9, 10, 19`. 21, 22 Key "B" Make 24 each n Door No. 20 ' ' ey "C" Make 2 each , Door No. 15 and 16 Privacy locks •• All other doors see Specifications 7.15 xit doors opening rout • 7.1,E .Butts. As specified each door. Al].l • for n-removeable pin (NRP). ' . call f4�,, butts to have no 7.1.6 FINISH: All finish shall be brass, unless otherwise stipulated; Hardware to be as stated. y i 7.17 HARDWARE GROUPS: k WI \ 1 Door 01 Exterior from Foyer RHR 1 Door 42 Exterior from Foyer LHR 3'4 x 7'0 x 1•-3/4 WD-WD 3 Pair Butts CB BB 4104 4 x 411/2 NRP 605 Lawrence , , n 2 Exit Bolt 88 DT 612 Von Duprin y -A, 02� '�• ge 2 Deadlocks B 261. PX �e ��'1 � 23/4 8�.5. 605 Schla 2 Door Closer 4114 CUSH Stat. LCN 2 Kickpiate 8 x 3812 605 Armor 2 Push Plate 550K 605 2 Threshold 171A. 40" Alum. Penco s , 2 Door Shoe 21.7AV 40" Alum. Penco, 1 Door #3 Garbage Area from kitchen R3R 3'4 x 7'0 x 1•,3/4" WD-WD 11 Pair Butts CB BB 4104 41 x 41/2 NRP 605 A 1 Exit Bolt 88 DI, 612 1 Deadlock B 262 ?X ; Key 'oB" 2-3/4" B.S. 605 1° Door Oloser 4114 IH CUSH With T.B. Stat.,, 1 K ckplate 8 x 381y 605 1 Threshold 171A 40 ' Al Um. Door Shoe 217AV 40" A ml. 11 ..w unxwn.x nv....._..•r ,w.•. ...v•au. •.✓.w W.. • a•w.0 v.., :. a..x .•,...... w .... r ..,.n. i '' .1 , h au.?.tkt1YC•.. 1 ,....1 r r r r . Elmer's Finish Hardware Page4of `5 � I i 4 Doors 44, Emergency Exits from Dining Rooms RHR 5, 6, 'T. 3'0 x 7'0 x 1-3/4 WD-WD 6 Pair Butts CB BB 41.01 41 x 4% NRP 605 4 Exit Bolt 88 E0 612 4 Deadlock B 261 PX Key "B" 2-3/4". 3.S. 605 4 Door Closer 4114 CUSH_ Stat. 4 Threshold 171.A 36" Alum» 4 Door Shoe 217AV 36" Alum. 1 Door r#8 Emergency Exit from Prep Room 3/0 x"6'8" x 1 .3/4 WD..WD 11 D?air Butts CB BB 4101 41 x 41' NRP 605 1 Deadlock B 261 PX Key "B" 2-3/4" B.S. 605 1 Exit Lock 230 H Assembled 1 Cylinder 20-021 605 Threshold 36" Alum. ' �. r�'u�eshold 171A 1 _ Door Shoe 217AV 36'0 Alum, 1 Door #9 Exterior from Mech. Room RHR 3'0 x 6'8 x 1-3/4 WD-WD 1. , Pair Butts CB BB 4101 41 x 41 NRP 605 1 Lockset D 80 PD Ply Key "B" 2-3/4" B.S. 605 1 Door Closer 4114 with T.E. Stat. Door Stop. z Ives � 447--B 605 1 Door #10 kitchen to Storage Area LH 2'6 x 6'0 8 x 1-3/8 WD-WD 1 Pair Butts 4181 31,1 x 3 605 1 Lockset A 51 PD Ply t 11-096 Key "B" 605 B.S., 4 d ., g ay 1, Door #11 Pocket Door D3etweeM Dining Room and D-D 30 x68x 1 3/8 W.D,..WD Hallway , a 1 Packet Frame Set P? 5121.0 1 2 Flush Pulls 402 : 60 zdge PUll 406A 605 ,r I r i I , 1 y y : ...... . i '. .. ,,is :.,..,... -;..;n., .....r:.: .,.,:., ;.,✓». E lmer's Finish Hardware 1?age 5 of 6 i , 1 *Door #12 D.A. Between Kitchen and Corridor 1 *Door 413 D.A. Between Kitchen and Corridor 3'0 x 6'8 x 1-3/4" WD-WD 3 Pair Spring Hinge 9001 7" 605 Chicago 0 4 . Armor Platy 38 x 34 B3E 63C) 1 s' 2 Door Edging Style „D$r 630 i * NOTE: Install 2 Top Hinges Cyose together 1 *Door #14 Cooking Area to Dishwash Area 2r 6 � 6sx1r 1-3/4" WD-WD 1 Pam Spring Hinge 9001 6'r US14 Am 2 Push Plate 550K 630 lr 2 Kickplate 10 x 29 B3 630 • 1 Door #15 Kitchen to Employees RH 2'6 x 6'8' x7.-3/8 WD-WD 11 Pair Butts BB 4101 3.'g x 31 605 1 Privacy Set A 40 S Ply x 11-020 2-3/4" B.S p 605 1 Door Closer 1042 Stat. 1• Door Stop 40Th/ 605 1 Door #16 Corridor to Employees Restroom RH 2'6 x WD-WD e 6'8 11/2 Pair Butts BB 4101 31 x 3t1 605 11-020 .3 4 B.S. 605 Latchset A 1Q S Ply x '� �' Door closer 1042 Stat. ' ti 1 Door Stop 407128 605 1 *Door 017 Womeha Vestibule to Restroom LH 1 Restroom RH . poor ��18 dens Vestibule to Res 3'0 x 6'8 x wDuWD 3 Pair Butts BB 4101 3 x 026 2 Push Plate' 550IC I 605 2 Pull Plate 550K`x 43 630 2 door Closer 1043 with,T4 B, shat, 2 K1.ckp1 to 10 x 341 5 B3E 605 ,r , 2 Door Stop 407=28 626 'TOTE s Millwork DO NOT Drill these doors. • I u vr� E lmer's Finish Hardware Page 6 of 6 1 Door 43.9 Closet in Corridor RHR 2'6 x 6°8 x 1-3/8 WD-WD Pair Butts 4181 31 x z 605 I ; • 1 Lock:set A 51 PD x 11-096 Ply Key "B" 605 I I 2-3/4" B.S. L , 1 Door #20 Corridor to Office RH 2'8 x 6'8 x 1-3/4 WD-WD 1' Pair Butts 4181 41 x 605 1 Lockset A 80'PD x 11-096 Ply Key "C's 605 . 2-3/4" B.'S, 1 Door Stop 40718 605 1 Door Closer 1043 with T.B. Stat. . I I I I I 1 Door #21 Corridor to Storage LHR • 2'6 x 1608 x 1-3/8 WD-WD • 11, pair Butts 4 :81 31/2 x 3 11 605 k 1 Lockset A 51 PD x 11.096 Ply Key "Bft 2,-3/4° B.S. l s 1 Door #22 Storage to Storage LHR. n v 2'0 x 6'8 1 3/4 Wp;>.Wp • 1� Pa it Bl.itts 4181 all x 3'1a 605 Lockset A 51 PD x 11-096 Ply Key "B" 605 • 2.3/4" B.S MISCELLANEOUS, ITEM: t each medical cabinet, surface mount. Employees �•7�1 �w y. y� m•^' Res troom. II t r, 4 k ; a I f., I I '•f I t' ( • , ....,,.., ., .,,,...x, ,+ .,. „u, .w ww•_,,,, .. o>.,,. ,.o. ,,.,,, ,,,.. _„ ...,,. _..... ..,.. ,.,. . ... ......p•..-..«m...a.•1w,w,rc, ,. ,.... ,..,� •• � .,. ,..,..',1: Elmer's Miscellaneous Specialties Page 1'of 2 . , • • MISCELLANEOUS SPECIALTIES SECTION EIGHT rrr' b a . 8.01 GENERAL: All work under this heading is subject to the General Conditions of the Contract, as well as all`other'items of the Contract Documents whether bound herewith" or riot. A 8.02 SHOP DRAWINGS: ` Submit Shop Drawings as called ;Eor, for items listed in this Section. Shop Drawings shall be e ' `°tted in quadruplicate to • „ the Architect. r' ` 8.03, , WOOD FOLDING DOORS: Wood folding or accordian type door used in banquet area shall be Pella Wood Folding Doors Series 4558, Finished . walnut (No SUBSTITUTION ALLOWED). Supplied by Chown/Pella, 410 N.W. 14th Ave., Portland,' Oregon 97209 , Telephone 503-243-6565. Rep. Bob Holmquist,. 8.04 PLATE RAIL: Shall apply to Millwork Section 5.06. See Detail end of Specifications. 8.05 FLAG POLE: Furnish and install cone tapered aluminum flag pole as per details complete with hardware and equipment. Flag pole shall be made froM extruded seamless tubing Alloy No. 6063 Tti-6 and having * ' " height. 6". a .�5 a sod height. 38 �6 overall. Yaeight,. 6 butt diameter. 3,4/4" top diameter with .188" wa, 1 thickness. Machined to a 80-120 grit satin brushed finish, then waxed, heavily papep,-wrapped and coated for shipment. See Details end of Specifications. Supplied by w„ H. Cress Company, 1219 S.E. Ivon St., Port :and Oregon 97202 Telephone 503-233-6068. Rep. Harvey Daley. 860 COMPARTMENTS: Weis; Fiat; Sanymetal; Grand Metal Products TOILET COM.P1�PT 2: B. Nicholson Co. Flush, 1" door and compartment panels, floor mounted. ` boors - 22 ga.; Panels - 16 ga.y Stiles, Rails and` Bdge Mouldings 20 ga. Furnish compete with hardware, baked or synthetic enamel. Color to be ,, d selected. Anchorage in accordance with manufacturer' s spedification s f and direction se Install according to and where shown on the Drawings. . Furnish Sho p brawir s according to 8.02, 8.07 HANDICAP HARDWARE: Furnish and install 5 rab bars with minimum 32w' clearance in 71ba and stalls. All facilities ;shall ,confrom to NBC Code section 1 o lice. C � SIGNS: nstructed of laminated b � __ �a�,c�.�� shah. be black Lettering s�ia�: white 8�;0�3 ROOM .: be, engraved into whytp center fore.. Room titles 1 high. Mount 5'1„6 10, high. � Restrooms 4 l Office 1 Men Women p., I , i• e�1me�. • s Miscellaneous us S p ecialties Page2of 2 {, ACCESSORIES: 8 09 PLUM PLUMBING I I • TISSUE DISPENSERS: By Othe r s * 7. PAPER, TOWEL CABINETS:• By Others. I � NAPKIN DISPOSAL: By O i1 erlua r` � SOAP DISPENSERS: By Others. • ((jII • a .. • • • • • • a • w , I � , ! Q • ......e...,.-,-.w. , «mww+iWan+wwn �:1ktl4' r (i (` irk, • • G:, r Elmer'a Rousing and Sheetmetal Page '1 of 3 ROOFING AND SHEETMETAL SECTION NINE W a • 9.01 GENERALL All work under this heading is subject to the General ; ! Conditions of the Contract, as well as all other stems of the Contract Documents whether bound herewith or not 9.02 WORK INCLUDED: The furnishing of all labor ,and materials necessary to complete all phases of roofing and sheetmetal work. Including all flashing/ gravel stops, downspouts, and built-up roofing 9.03 MATERIALS, MANUFACTURERS AND SPECIFICATIONS: OVER WOOD DECK: 150 felt vapor barrier nailed to deck , . 11/2" ridge insulation, Fesco BD or approved equal, or • 3/10 urethane foam insulation over vapor barrier. Tape insulation joints. insulation, embed each ply into Mop 2 ply �onglas A over a:. � � P y hot asphalt. Mop V-40 cap sheet to valley areas and flat roof area. Flood coat entire for area with hot asphalt, except flat'. r, area which has cap sheet. ' `4 4 Allow last process to cure from 10 to 15 days before comnenczng next operation. IVE: 1,� ... ALUMINUM ASPHALT ADHES Manufactured by Chevron Oil Co. available from D and. H Oil } ' P.O. 'Boas 3437, Portland, Oregon 97203 : except roof area Apply heavy but even coat, cover complete p k . flat roof area; and mixed with Penetrating Conditioner 01295 Clear as manu- factured by Miller Paint Co. :. PAINT: Ultra-Tex White Paint entire roof surface with heavy, but even coat. Apply to small areas at a time and embed rock while paint is ti:, still wet. ROCK: RoC ck shall be white in color and will be of two sizes: . 11/2" x 3/4"' and. � s Construction .rata.© will be a pp ro.amately 4 bags of 1,1"r minus to 3 bags of 2". Rork supplied by T & S Supply Co., 1319 N.W. Eastman, Gresham, GrL.sgon 91030. Telephone 503-666-8111. --� The above application of Aluminum Asphalt Adhesive; Penetrating Conditioner, Paint and distribution of Rock for the building is a specialty. Only knowledgeable applicators are approved. RecomMend: Walter Dawes, 4610 N.E. Emerson,' Portland, Oregon 97218 '11. • Telephone 503284-1.339. `i K ' • Elmer's Roofing and Sheetmetal page 2 of 3 ( r ,, SHEETMETAL: Flashings, gravel stops, gutters and downspouts; ' �" 26 ga.; G,I. All wore ' ° strict accord with'th the provisions �,, 9.04 W®I�KMA�JSI-�,P. shah. be done in. of this specification to follow, by 'skilled mechanics. Asphalt shall, not be , for laying, This Contractor heated beyond 475° F. for at least 24 hours before layi. Thi • responsible any sing,from the application of PP � roofing over a surface was not properrly prepared to receive it. M' g P ` Y 9.05 SHEETMETAL WORK: All sheetmetal work shall be machine crimped. Workmanship shall be of the highest grade. All joints shall be double lapped, locked or riveted and soldered. Allow for expansion. 9.06 CUPOLA: Shall be constructed of 26 ga. galvanized metal, as per Detail at end of Specifications. Install weatherven on top approximately 24" in heights black in color. Cupola shall be closed Lion:; with exterior louvers This unit is completely s ' ed to all weather con for decoration only. Th' p ly water: tight. ,.. , r 9.07 VENT PIPE FLASHING: Set flange in hrt asphalt on base felt. Nail w � flanges and seal with 'a 4" strip of reinforcing fabric, mopped solid, u i�7 cut a collar of felt to fit a round vents and overlap the flanges 6". on all sides placed in asphalt. • 9.08 MISCELLANEOUS FLASHINGS: Flash to detail all parapet copings, ledgers „ I o nin s heads, si r lls roof opening° s curbs, etc. Flash all locations ' shown on Drawings and�as required o� �weatherproof building, ( w • 9.09 ROOF llaneous F FL�#.SHIN�5 Furnish and install all roof and mi.scellan lashi gs as detailed and shown on plans and Specifications ga. G.I., Flashing 9.10 GUTTERS AND DOWNSPOUTS: Furnish and install all gutters and downspouts, , constructed of 26 ga. galvanized metal, baked on enamel inside and, outsidee Gutters to be continuous from one corner of building to the next. All joints to be 45° angles, soldered at all joints. • 9.11 GUARANTEE: This Contractor shall furnish a written guarantee stating _ will g any efects in materials and workmanship in that he w�.l�l make cod, aI� d any part of the work he has performed under this section of the Specifications which might occur within 2 years from date of final p building. shall further guarantee in . acceptance of the bu�,lcl This that he will make good any damage that ristthe result either in the 3.s Contractor ... ' • s Brio^ of the building, v be made r interior or the �:�t• ld�.,n from a leaking. roof v flashing, or downspouts Repairs o replacements sh .11,,b m Within 10 days written notice from the Owner, 'said repairs and/or replacements lilyshall be made Without additional cost to Owriet. • i i i r a �I n Y Elmer's Roofing and Sheetraetal L'age 3 of 3 • the application of the,top mopping of asphalt on 92� CUT-OUTS: before t smooth surfaced roofs or the pour-coat ® gravel slag roofs, the roofing Contractor shall mak e 12" x cut-outs a t locations selected by the Architect and repaired as cirec red at the roofers expense. This s . cut-out or cut-outs must be representative of materials and applic& ion M as specified or corrective measure shall be taken as directed by the Architect at the roofing contractor's expense, prior to acceptance r ° of the built-up roofing j • fit h 1ti v y;. • 7 r ° Eimer's Glass and Glazing Page 1 of 1 GLASS AND GLAZING SECTION TEN ro 10.01 GENERALc All work under this heading is subject to the General Conditic*is of the Contract as well as all other items of the Contract Documents whether bound herewith or not. 10.02 WORK INCLUDED Thr, furnishing of all labor l,9 ., w ,, aerials and equ3.pment necessary for the completion of all glass and glazing Y P 9 9 anal related work p, as shown or as herein specified. 10.03 MATERIALS: L.O.F'.: Pittsburgh; Mississippi; Blueridge. Double strength �'B' Grade; up to 15 sq. ft., 3/16" heavy sheet, I more than 15 sq. ;fit. 1/4'' tempered plate in all ..doors or'latest 'UBC and Federal regulations at time of bidding. 10.04 DISPLAY CABINET: Not in Contract. 10.05 WORKMANSHIP:. Glass shall. be carefully fit to actual frame dimensions with ro p per allowance for expansion. All glass shall'be bedded i.in glazing comt?ound and set in sash wit h approved clips. Face p u tty • Lo be run 5.n straight line with a smooth bevel. It shall be the Contractors responsibility to verify glass sizes and protect against damage as no damaged glass ss will b e accep te d. Where glazing beads are I s eca fied t faee putty shall be eliminated. I . I h - .-rJru• VmYx.11v.}uwti.lvinlw415; w „ + A B lmer's ' C aul ing and D ampproof ing R • ' I Page 1 of 1 b / CAULKING AND DAMPPROOFINC SECTION ELEVEN 11.01 GENERAL: All work under this heading is subject to the General Conditions of the Contract,_ as well as all other items of the Contract ' Documents whether bound herewith or not. a A 1102 WORK` INCLUDED: 'All.materials .and installation for the com letion completion �. • of all phases of caulking and dampproof ing RFACES: All hole. to be plugged, voids filled and all concrete " ® . 11.03 SU , • work n this Section is begun. ' . g be complete before wor;� i wall finishing to ' ' weather. Allow a mi,• wet w All surfaces clean, dry and free of frost. Do no work in w path 'rum�,am of 2 days drying time after a storm.) 11.04 WORKMANSHIP: F,ighest grade by, experienced mechanics. This Contractor shall remove any and all materials not properly applied at his own expense, and re-install to satisfaction n of the Architect. All materials installed in strict accord with manufacturer's directions. CAULKING—SHRINKAGE, JOINTS,AND INT1ERTOR OPENINGS 11.05 MATERIAL,. PFi,G : 5000 'Rubber calk,' or approved equal. Color to be selected. • ` all shrinkage joints cleaned. 1,G®OS APPLICATION: All joints clean and dry, al Brt'sh primer into joint, insuring complete coverage. Caulk joint full with compound. No primer required for interior openings. r CAULKING EXTERIOR OPENINGS 11.07 MATT PRC 'Rubber MATERIAL: ERC 5000. Rubber Cali or approved equal. Color to be selected. pP �1 : j and openings to prcv`ide a,permanent, 11.43 APPLIC.A�ION. Caulk X11 joints around watertight seal showing no signs of g Set all " g s � g rennin or saggixi��i� et exterior edg es of all metal thre sholds in caulking compound to insure a watertight seal. 11.09 LOCATIONS: All exterior openings in wa lls" (except windows) includen g , areas of expansion, door, frames, aluminuam'main entrance'frame, and any other openings. 11.10 CAULKING BETWEEN A)'„f,livrZNUM AND FERROUS METALS: In all place s where aluminum comes `::�r „intact With other metals, but;�er' the metal so there w, g any g dissimilar metals. between will be no direct contact this avoiding an galvanic action p • I III. , ..:uuv, , , a..nl,.+. v,v ro.0 .n,,,i�*•..r,a, s,', ,..,.... .. is ,...:.. ....:....:.. ... .....•.... ,.. .:..r. ,. .,._.... , ., •. .:: u., ,:. ...,.. .•, ., ,, • • Elmer's Drywall . Page 1 of 2 SECTION TWELVE DK�rlALL • 12.01 GENERAL: All work under this heading is subject to the Gnn,eral Conditions of the Contract as well as all other items of the Contract ' Documents whether bound herewith or not. 12.0 2 WORK INCLUDED: A.11 . labor anal matersals necessary tca do all'phases of the 'application.-,of all drywall work' and related items, as shown on the Drawings or' as herein specified. 12.0 3 MATERIALS GYPSUM WALLBOARD: 'Bestwall" USG. Kaiser; s fe” in~all areas as shown on the Drawinngs where a one hour fire rating is required. Kaiser Gypsum Soffit Board, a 1/tae (type X)' EXTERIOR CORNERS: "Perf abead; USG. . JOINT TREATMENT: 'Perf atape with Perfatape Cament NAILS: Sheffield dry wall nails as manufactured by Armco Steel Co: METAL TRIM: D'SG Size and shape as detailed on Drawings. •, 12.04 WALLS TEXTURE: Use topping material only. g• : c�'ue� r©om bare .• , All vral.l arc�.s in di;�in room ban �.o be texture a wainscot material to roof decking. Entrywa: to be textured''from floor to roof decking. Ceiling of service area. to be. textured. Ceiling from service area to kitchen on banquet;side to be;textured. p , Oregon Textured attern w�1.1 be s:a.mil.ar to' model restauraxat ixr Portland Q Exception: Wall a.ir ea above wainscot material or from top of'booths to bottom of plate rail may be wallpapered.' Check With Architect at time of bidding. Texture shall be applied as follows Step 1. Apply slurry'coat to entire wall surface with iuk ber fbats. (►small areas should done at a time.) Step 2. Apply globs of topping material abotat the size of golfs o balls' at approximately 6i' intervals, stagger "globs" ( 1 �. p on should not be more than 4 to 5 wide strips e.raa. at a time.) Then using a metal trowel, start from top annd drag over globs So as to flatten them.`and s pread them out: to • +. 9 9 g p • r. ivin the teatture desired. a�xaut 1�4 . thyess thus +,t Notafy Architect before starting this operation .t✓ r ' eux.vu• w.•rwuw ..wu uutie:.0 LLn•vW. xn ur..✓. , •a.i.n ,x ua :.,. ,n.. ,r:,. +...i,•....•.., . .i.::. ...,,,.. .s....W t , a p ._.,_.,,,.•..,•,s'...'„1fr.me+w+nawa:,.., .,.. x.; ,,a .. . xw,. .. l':,. ' Elmer p s Drywall Page 2 of 2 • , w 12.05 WQRKMANSI{IP d All material shall be applied by skilled mechanics thoroughly familiar with this operation, all joints shall be staggered. p p Installation shell conform in every respect to the manufacturer's S ec3fica;- Lions, the work and wall texturing shall be approved by Architect • d before painting begins. it • • • ti 3 , i f II I , • e I, . h b .-,. .,.... ... .„ -,...,. .� ..i*, � � <+.., �..w,:...�...w.wwr�wr... n,.,�. ul��„ r. i�o.�we ,hbm t.s n.v,t ,. +.0 lr�..i. > .�. ..��; � ::.d� ... r.'I=a ... ..._, •i ,,,,.e . r a.+m.a••M...w•m..�ona.4,emrsya.vvi, • i 1 �J • Balmer'° Resilient Floors, Counter Tops, Wainscot and Marlite Page 1 of 2 o `• SECTION THIRTEEN , RESILIENT F LOCIRS, COUNTER TOPS, WAINSCOT'AND MARLITE 13 01 GENERAL° All work under this section is subject to the General Conditions of the Contract as well as all other items of the Contract Documents whether bound herewith or not. 13.02 materials ner.e ,• '; � 2 WORK INCLUDED: The furnishing of all labor, � ssar•,� bar, and m and reasonablY incidental to the com p letion of all re silient floors • a and counter tops rubber base etc conformin g to manufacturer's •, recommendations. r '. 13.03 MATERIALS: VINYL ASBESTOS 1: 1intkate 442-044-11, 12" X.f;12" X;"1/8" thick. 'Lay one direction only. Lay straight joints. BASE: Four (4') inch rubber base top set. Flex-co 418 White 1, { PLASTIC COVERING: Never Mar Pompeii P7-5-1 No Backslash 10 �� ao , ' self-edge front only. 13.04 WORKMANSHIP: ' . VINYL ASBESTOS AND VINYL SHEET: This Contractor shall inspect the sub-f loot i surfau e and assure himself that it is ready for this covering. He shall be responsible for any surface applied over an area that wad, ' not properly prOpared to receive the material. PLASTIC COVERING: Applied over adhesive, smoothly and accurately cut to fit openings with joints at a No joints permitted in . , joints shall be accurately cut and `'y le�.gths of eight. �S) feet or less firmly butted to insure a waterproof installation. If patterned material is used it shall be matched at the Joints. • 13.05 CARPET AND PAD: By Others. CLEANING, WAXING AND POLISHING: At completion,letion of job, bu 13.06 CL� , �,, � j P j but not less than ten (10) day..,, after installation, and flooring is properly seated, this Contractor shall clean all areas with an approved • • • cleaner an d_a PP Y k�re coat of an approved f lcor 1riish in n accordarce With manuf acturer' , direction. The lustre surface shall be buff ed with an electric buffing machine. Coat of wax specified abovt. is in addition to the factor y applied eoat irig of wax. 13.07 WAINSCOT: Shall be applied to all Dining Room, Banquet Poom; Lobby Area..and HallWa y S from Dining Room t Public ,aest-osill).cct shall be tp elf 38` igh (from floor bottom of Where exit doors ar e formed and �art of window assembly cover return ' l � R.I u • • . a I a9 Y. .,1.... .r.J�..wAr,+.+». l y .-rn Grp Lh1..-. »1� .•.Mr ry tr ..,....,. ..1.. .w L.m. • Elmer's kesilient Floors, Counter Tops, Wainscot and Marlite Page 2 of 2 . N • r C on j amlb arid interior face of door. Wall behind cash register shall be 4,-6" high o , • MATER:C.t 4L. PLASTIC COVERING: Laurin-Art #323 Honey.pine textured or 4 307 Ranch • Oak textured. Verify with Architect. Apply over unpainted Sheetrock using waterproof adhesive e as recommended 1 , . by pattern vertical, joints at 4'. Joints shall be cut and firmly butted • � CAP MOULDING:LDMOULDING: . .Run a continuous cap mould around on top of wainscot, moulding to be same style and likeness as window and door trim. Painter to stain, seal and varnish to match. CLEANING: Wipe clean all excess adhesive or foreign material as soon w ' as possible, leaving surfac e clean streaks free of all or discoloration r.l 13.08 MARLI' E: Apply over adhesive, smoothly and accurately cut to fit 1 pP Y •• • opening w yth joints at t a minimum. Apply to ceiling .of • - Public Restrooms Employee Dressing Room and Employee Rest oom Use ceiling eaP, inside and outsid e corner mold and sheet to sh eet connecting molding to match. Architect to select color. , a1 • _ u as soon or foreign material CLr�.�1NI:NC. wipe clean all excess adhesive o of all streaks or ds- as possible, leaving surface clean and free coloratonsm • I ' 1 is �.. . ..-.•-......aM..,«r,,,�mwnaxa4nansxvvc A ' a • • '. Elmer's Tile Work Page 1 of 3 TILE WORK SECTION FOURTEEN 14.01 GENERAL: Al]. work under this section is subject to the General Conditions of the Contract as well as all other items of the Contract Documents whether bound herewith or not. '14«02 WORK INCLUDED: The furnishing and the installation of all materials necessary and reasonably incidental to the application of all Ceramic - • Tile, Brick Pavers Quarry Tile, and Sanit Base Materials. See '` • � s Y y ary x.al Finish Schedules 14.03 PRODUCT HANDLING. Deliver all tile to job in unopened cartons sealed with Grade Seal bearing name of manufacturer and words "Standard Grade', .� printed thereon. Keep grade seals intact and cartons dry until tiles are used. Furnish manufacturer's Master .Grade Certificate before installation. 1.4.04 PROTECTION: Provide tile protection wherever required. Lumber or material likely to stain or deface tile shall not be used. Permit traffic ' only over protective covering of heavy paper or equivalent after i.nstalla ,iona 14.05 GLAZED CERAMIC TILE A. 4-1/4" x 4-1/4" size U.S Spartan #M-73 will be installed in the following areas: Rear kitchen walls, preparation area, work area and dishwashing area. B. Dallas #UMW-436 shall be installed in the cooking area, pass thru area and the wall above the pass thru window in the service area. ' C. All grout shall be white. Lay straight joints. 14.06 BRICK PAVES: Mud Set Briack Pavers 4"x6""1" thick Interpace 018, F color Brick Red. Pattern to be directed by Architect. Use natural •� g rout. Fill all joints flush with finish surface. j j BASE: Use same material and lay horizontally to form base. Natural grout. 14.07 QUARR'l TILE: +rx"r 4 A. Kitchen work area Preparation area dishwashing area cooking g y 9 inside walk-in in cooler area, employees'la dressing room arid area and in - P �', restroom shall be thin set Murry Quarry Tile, Canyon eked, 6"X6"x1 `2" ' abraSiVe. Base: Sanitary Q-3565 r ,..... .. ..., « .r «..• ....... ....... •.. miaia. ,J...tin ..,..n..dn rr.,x .,. ,• ..... .��..,,�.,.. ........,..,. .......•... ..,... . • Elmer's Tile Work Page 2 of 3 :. Grout: Natural, acid 'resistent. Fill joints full. Lay straight joints. B. Service Area shall be Thin Set Murry Quarry Tile,, Canyon Red. Valencia Pattern, 8" o . Base: Sanitary Q-3565. { Grout: Flash Walnut, dark brown, acid resistant. Fill joints full. C. Public Restro oms.shall be Thin Set Murry Quarry Tiler Canyon Red, Fatter Hexagon, 8",, Base; Sanitary 0-3565. • Grout. .Flashed Walnut, dark brown, acid rc�sistenta Fill joints full. 14.08 EXECUTION: Inspect surfaces to receive tile work and report defects to Architect for correction before proceeding. Layout work according to , patter\s detailed or approved. Accurately set and level tile with flush, well-fitted joints, finished in .t-rue plane, plumb, square sloped or level, as required. Neatly cut and fit tile against abutting work. Construct joints to a uniform width. Drill and cut tile neatly without marring. carefully grind and joint tale edges and cuts. : Except as otherwise indicated orr. specified, 7x4.09 STANDARD SPEC?r�'SCAT=ONS Exce -conform installation of tile work to following ANSI Standards: al08.5 Installation of Ceramic Tile With Dry-Set Oortland Cement Mortar. • 14.10 INSTALLATIONS: Shall be performed b y skilled mechanics experienced in the type of work which they are assigned. ' r 14.11 PREPARATION: Clean surfaces to receive tile of all dust dirt oil, grease o PREPARATION: �, ' :. P , 7 ! f g A other deleterious substances. Conform preparation to requirements of applicable referenced standard specifications and to recommendations of manufacturers of the materials used, including roughening where necessary to ensure proper bonding. Do not damn en surfaces to receive y P P g P thin set tile work. 14.12 ADHESIVE FOR THIN SET TILE Mix in accordance with Manufacturer's acturer r s direction. Henry or web-Tex. . i •1.. 14.1 THIN-BED ADHESIVE SET CERAMIC TILE WORK: Do not dampen tile. iaterials `� • . . and surface Preparations shall domP l y with recommendations of and tile manufacturers as approved by Architect Ersure that substrates are thoroughly dry before application of adhesive. Apply to areas no P�? � � rtes'a Before� y P larger than can be covered with tile in 30 min final a r': shall be removed from set has been attained;: traces of •,��►e ive, fare of tile using, water and a sponge. Grout joints full after thoroughly gyyu[ ' ::i:. .:Jr I, „ .,.i .I—......a .,5.-.,«.,,.i, 2J 4a,,...., w,1., ,,.., ...rw.. ..n..,;r a,.,,.0,.. .,,,.• a • • Elmer's Tile Work I 1 Page 3 of 3 washing out joints and saturating with clean water„ Mix specified grout with water to :a thick creamy consistency and fonds into all joints'to fill entire depth, flush with 'I surface. Before grout.sets, clean off all excess and full all skips<and gaps. Provide dampness . for curing and polish with clean dry cloths. / 14.14 CALK: C tk plumbing and electrical penetrations through tile, cone. `• cealed by escut,:heons. Use backing and sealant compound conforming • to Section "Calking and Sealing". 14.15 JOINT SIZE: Uniformly 1/16" for ceramic tile and 3°8" wide for quarry tile unless otherwise sh own or directed. • 14.16 GROUT: A. TILE FLOORS: Gray ?o •tland cement with coloring pigment added • where directed to provide uniformity of color without decrease of strengths matching approved Sample. Include specified fine sand passing 30..mesh sieve for joints over 118"' wide, B. WALLS: Use Dry Tile Grout manufactured by the supplier of the latex thin-set adhesive used to set tile, colored to match tile. 14.17 COLORING PIGMENTS: Pure mineral oxide pigments colors as specified, factory packaged. • 14.18 COMPLETION AND CLEANING: When grout is cured I and set, remove traces of cement: grout, and foreign matter. Unglazed tile only may be cleaned with 10%o' mur iatic acid solution, and thoroughly rinsed. Where acid is used, coat' exposed metal, hardware and plumbing fixtures with vaseline. Following cleaning operations! remove vaseline coatings. Re p air all defectiv e joints as approved. : . M . • I t • 0 0 t ,R j4 , t•F Eimer a s Painting • Page 1of 3 , PAINTING SECTION FIFTEEN • • 15.01 GENERAL: All work done under this heading is subject to the General Conditions of the Contract as well as all other items of the Contract • Documents whether bound herewith or not. • A `15.02 WORK INCLUDED: The furnishing of all labor And materials, necessary to do all phases of painting, lacquering, varnishing, staining and ' . . related items for all wood and metal surfaces, both interior and ' exterior. 15_03 MATERIALS: PREPARED PAINT,1, Miller. Colors to be varified. t • STAINS: Olympic. • METAL PRIMER: Zinc Dust. 15.04 WORKMANSHIP 11. All surfaces shall be clean and dry before paint or any other finish is applied. Work to be painted shall be primed at the earliest possible moment. After the work has been primed and erected, • ` C all set nail holes shall be puttied and sanded ,,mooch before next coat is applied. No coat of paint or other finish is to be appaled before previous coat has completely dried. All finished surfaces shall be smooth and free of all brush marks and other blemishes. If in the • Opin` On of the Architect the procedures specified under this section of the Specification fail to produce the desired opaque or transparent surface, depending upon the finish material (paint or varnish), additional coat(s) shall be applied at the expense of this Contractor. 15.05 STORAGE OF FLAMMABLE MATERIALS: , All flammable materials shall be ' stored with special care, and only those materials that are in immediate use shall be stored on the job. 15.06 FINS aHII'`,s DOORS: application,After stain n wiping etc e ss from surface •, . to produce desired effect, all doors are to be finished with one (1) coat stain, one (1) coat sealer, and two (2) coats of satin finish varnish on all, faces and edges, after have ,4 •`, g • after doors hay,a beery nun and f then removed for finishing; No doors are to be f ini� .d in place. 1L5.t37 PROTECTION: All floors, cabinets, fixtures and.•, . s other adjacent areas shall be protected with a drop cloth. Hardware and fixture flanges shall be carefully masked during the painting operation and masking or otherwise finished thisinis�ed;. stu�faces, not calling for paint ' y Contractor, shall be protected, and thoroughly cleaned of all paint or other blemishes to the satisfaction of the Architect. • 1 , Elmer's Painting Page 2 of 3 8 INTERIOR:15.® KITCHEN: Ceilings - Two (2) Coats Millers Embassy White Latex Enamel Stain Doors and Casings same as in dining area. Seal and Var-Itsh. STOREROOM: Ceilings and Walls - Two (2) Coats Millers Embassy White 1 Flat Latex. Seal Shelving - Clear Lacquer PPG Industries. DINING AREA: Stain Ceiling Beams O1,Ympic Coffee Color Stain - PPG Industries. ,; Stain Doors and Woodwork to match wainscot paneling. Seal all wood and a Varnish PPS Walls - One (1) Coat Off-White Flat Latex - PPG Industries to cover. Wainscot - Pre-finished 36°i high. Painting Contractor to finish 1" x '2" cap. Exposed'Car.Decking Ceiling - Olympic Stain 4900 Semi-»Transparent. ENTRY WAY: Stain Beams Olympic Coffee Color Stain PPG Industries. Wails - One -(I„) Coat Off-White Flat Latex - PPG Industries floor to ceiling. Prime and Paint and Entr y Doorr s - Off-White Oil Enamel - Millers. HALLWAY: Ceilings and Walls - Two (2) Coats Off-White Flat Latex PPG Industries (same as Dining area?. • Stain, .seal and varnish Doors and Woodwork - same as Dining area. RFSTRO0MMS: Public, employees and employee dressing room - stain, "seal and varnish doors and woodwork - same as Dining area. Ceiling and wall - NIC (Marlite by Others) Toilet partition - NIC (Pre-finished) All cabinets, booth and/or kitchen or boothing equipment NIC , Pre-finished by Others. 15.09 E TE 3:IOR PAINTING: Walk-way Ceilings, eves and barge board - Millers Exterior White Late, Prime and Paint Siding - 'illers Primrose Yellow Enamel. Prime and Paint Windows, Doors, and Shutters - Millers Off-White Oil Paint. . Prime and Paint Siding on Roof - Millers Primrose Yellow. Same Siding below. Fence on Roof - Millers White Exterior Latex.. , • BACK ENTRY WAY: Ceilings and Wel1S Miller c Off-White Exterior Latex:: n Prime and Paint Doors - Millers Off-White Oil Paint. ELECTRICAL RdOPie Celings g.s an.:. d Walls Off-White Exterior' latex. Prime and Paint Doors - Millers Off-White Oil Paint. PARKING MARKINGS AND EXTRUDED CURES t Whiite, mixed and applied according to Oregon Highway Department Specifications. { l µ . • .. a Eimer's Painting Page 3 of� o 3` a .. 15.11 CLEANING UP: Upon completion, all staging, containers, etc., shall '.ye removed from the jobs;.te. Paint spots, stains or other defects can painted surfaces shall be thoroughly removed or cleaned and entire job left satisfactory to the Architect. This includes windows. 15.11 WALL COVERING: (Labor for installation only.) Paper to be: supplied by Franchisee. (Verify with Architect prior, to bidding.) '. AREA: Area to receive wall covering shall be that area in Dining Room, Banquet Room and Lobby Area above Wainscot and. below Plate Rail, in lieu of vuall texture a roximatel 48., Pp y " h igh. WORK INCLUDED: Fabric wall covering work as indicated, specified and � . required to complei, the project. Principal items of word: include: , , Sealing of walls to receive wall covering (if required). Installation of fabric wall covering. ' INSPECTION: This Contractor shall examine surfaces to receive v• covering and report in writing to Architect any surfaces not in proper condition to receive covering. Do not begin, application until defects . v ::are corrected. StaL work constitutes acceptance of wall surfaces s as p ertains to guarantee requirements. g only pp Painting MATERIAL: A covering material onZ. shall be su lied. to RIAL Wall Contractor. All other primer and adhesive and/or ingredi once will be the responsibility of the Painting Contractor. __ - PREPARATION: ` Prime surfaces with adhesive or other primer as recommended and directed by manufacturer. CUTTING MATERIAL: As wall covering is cut from a roll, mach end shall. .� be marked to indicate direction f pattern. Covering be applied ;. to the walls in the same sequew`o ". ' it was cut from the atoll. r APPLICATION OF WALL COVERING: -.)ply material in full roll widths, except where required to fit job conditions. Install materials full height in one piece. Horizontal joints are not permitted. Trap and double cut seams. All jointing shall be straight and plumb. Extend wall covering around corners 12" minimum. Factory edge seam Work or corner seams ate not allowed. Seams and joints not made up properly Shall be remade with all new materials at no additional cost to the Owner. Excessive e adhesive shall, be removed from surface of covering as work progresses. DEFECTS Wall covering finished surfaces shAll be free from blisters, , wr nkles color' at d/'Or pattern variation and defects. other , U I I • A I i Elmer's Paving Page 1 of 2 PAVING SECTION SIXTEEN Q 16.01 GENERAL: All work done under this heading is subject to the General Conditions of the Contract as well as all other items of` the Contract a Documents whether bound herewith or not. . e . 16.02 WORK INCLUDED: The furnishing and placing of all paving and base 1 courses as shown on the Drawings or as herein Specified 16.03 WORK NOT INCLUDED: Walks and concrete slabs as Specified under Section 4 and Excavations and Grading as specified in Section.3. 16.04 GRADES: Verify work of grading Contractor before commencing work. • Notify Architect of defects before proceeding with grading. Maintain bench p beginning shall indicate ' of work the acceptance dof esubegradeQconditions be rorinin which shah. then this Contractor's rgs.:.onsibilit errors en " power 16.05 BASE COURSE: Roll sub base with over roller before spreading out base material. River or bar run gravel graded from 1-1/2" minus with no greater clay or loam content than 15%. Pit run gravel of same qualifications. Contractor to submit samples of base material to Architect's office for approval. Base ,materials shall be placed after or i bs,;walks, and walls have been nstalled. Where no curb or wall exists exi sts extend bade course 12" on side area to be paved. Minimum thickness after compaction 4" 16.06 FINISHING OF BASE COURSES: Sprinkle with water, trim and compact each lift to designated grades. Compact each lift with ten ton self � b powered roller. Roll parallel to cent beginning at the outside edge and progressing toward he center, each pass overla P'p in g one half until'' the entire douse is thoroughly compacted and all pieces are locked in place and until surface is smooth and conforms with the requirements. of the specified crown and grade. , 16.07 LEVELING COURSE: 3/4" minushcru crushed rock with no greater loam or clay tt on t than % P to placement: Of• the leveling course„ the previously constructed base p y foreign . p �se Course shall be cleaned all £� I�,, • mate ial and, inspected ected b, the Architect for compaction and surface tolerance. The leveling course shall be deposited and spread to a uniform layer to the required contour and grade and to such loose t p . . _ de h that when compacted, the layer Will be uniform and of the thickness as shown on the Drawings. Blade smooth and thoroughly compact the leveling course to the satisfaction of t Owner. CcomP acted Shall hot be a deviation of greater than 3/8i 'when with a ten (ib) ft. Straight edge. Reshhpe and recompact where required. ■ The finished leveling course shall be Maintained in a condition satisfactory` to the Owner until the succeeding surface Course is Ij constructed. Minimum thickness after compaction 2",:'' • • � ry , ( r 14 . . •. .., ,. .._. :.., e.l;.. ,.. ...... .w .. IY..i.F..,..., ,4+I..A...k. . .-A'.:'. I+.. .+iU.. r..14 ..I.V...A: L 4 I..,... , ....,w rpr .. _, .al. AJI . Elmer's Paving � ( Page 2of 2 • 16.08 WEED CONTROL,: Spray sub base course and cushion course with one part sodium arsenate to ((twenty parts water to prevent weed growth through finished paving or approved equal. 16.09• STANDARDS: All items of asphalt concrete operation to be in strict accord with recommended design Procedures and standard Specifications fox" r asphalt paving, latest edition for each type specified. 16.10 ASPHALT CONCRETE: Thoroughly compact with ten (10) ton self-propelled ' ' roller. Maximum tolerance of asphaltic i!:onc.w ete surface, 1/8" plus or minus in a t �. " �r� a9 P en (10) f t. horizontal surface. At the option of the , , Owner and depending on the vagaries of the weather, the Contractor may ; 4 De required to apply a seal coat to the finished surface. If the seal coat is ordered it sill be applied as described under Section 19 of "Standard Specifications of I Hi g hwa y Construction" and Will be Paid . for as 'outlined in Article 15 of the General Co':ditio,ns A=T.A a Form 1-A - titled Changes in , work. Minimum thickness after compaction 2". I 1601:1 PROTECTION: Protect all .1sphaltic concrete from damage or deterioration y first class condition at completion of work. • of ..ever kind. Leave in � � I Promptly remove any asphalt or asphalt stain on exposed surface of building. 16.12 PAINTINGS: See Painting Section 15 for markings of parking stripiny,. as • as P curbs. Painting bumpers and extruded well. a� for a�nt�.h of b 16.13 EXTRUDED CURBS "Perms-Clorbs" Mo. 6 Planter Bumper Curb 8"x6" or equal.. .. . _ Curbs shall be machine extr uded type of the shape and dimension specified, . 8" base, 6" in height with curved top. The concrete Used for machin extrusion s ha ll beasecialnoslumP, design mix attainihg approximately .�P roxmatel 3,000 lb. strength in 28 days. Concrete curb shall have a dense, +, uniform ter"r every 20 lineal feet. joints X � c. ':;e e nts shall' b� installed ev ' Cold of Weep holes shall unif Weep - 1 be installed, a•t the discretion of the Architect, to ,.< conditions. immediately be sprayed dealer suit local cond�.t' ...Curbs shall 3.rnm ... ,"� spr'aye?d with a�al .r to attain maximum moisture retention. Curbs shall he bonded ° ,� asphalt and/or concrete surfaces with "epoxy resin" in accordance with anufacturer o s recommendations, to assure a stron moi " proof bond. All kirk g sharer shall performed in accordance with good conetrUCtionm practite by estrus � workmen ev ous �r experienced in t ion method he use of machine n k { 1 ry yi is i L I.I , o- } ~ dh Elmer's Allowances . Page 1of 1 p.: ALLOWANCES ECTION SEVENTEEN y I 17,01 GENERAL: All work done under this heading subject to the General Conditions of the Contract as well as all other items of the Contract ., . Dccuunents whe her bound herewith or not. 17.02 WORK INCLUDED: The General Contractor is to furnish and install E' items in the value listed below. The Owner reserves the right tca accept or reject any serves the right to pay out ' or all of pocket for any or all items g bonds permits utility. bonds� p a utility connection fees or as Such items at a Net, Net, Net cost to Owner. 17.03 AMOUNTS: The General amounts neral Contractor is to include the following • in his Proposal sum. Bids on these items will be called for by the within the sums noted will Architect bidder coming becgiv given purchase order the items b the General Contract. r i. 9 P y' upon the approval of said bid by the Architect. ' Variations in cost of items, above or below the amount named, will I' . , " ' be adjusted Change Order, and will be added or deducted y � � educted from the f . Contract price, as the case may be. • ( Plans and En gineerin g $1500.00 }' Landscaping 3000.00 I, irri atiun Sprinkler System 3000.00 • Burglar Alarm System 600,00 Or aperies and Rods 2500.00 Performance Bond Building Permits ' Uti7,it y connection Fes �I Iw r.n 4' 17.04 INSTALLATION OF ALLOWANCE F iTEMS. The General Contractor shall be a w�wl.ueriwn, res•onsible for the installation of all items, listed whether ..y.r c,�n,rys ott of pet. • or not.. _ . F , 4v i a i ' • •' I , ,, . ....+•+a.w..WwWnmtr...atNSNt..R..d+'.rtvt^L11t n • • ' '.a Ar ',..r_. O ♦ • -. , ,k, , ., at r.::... x.- ..,u,,,,:i,. ..M..,.... ..+ ..l J.. .... -.,. ,...a.. .... ...... ... . k_ul _ MJ,.. li E,meres Electrical page of 8 ELECTRICAL SECTION EIGHTEEN 18.01 GENERAL: All work under this section is subject, to the General Con ♦ items, Conditions of the Contract as well as all other items fa the Contr$c t Documents whether bound herewith or not. '18.02 SCOPE A. Furnish all labor and materials to complete all electrical world aS shown on drawings and/or herein specified. B Includes electrical power connection to Owners equipment and . quipment installed by other crafts. ^ C. Contractor shall coordinate all aspects of the electric and telephone services with l,e utility company., No compensation will i be allowed the Contractor for additional work or equipment no covered in the bid documents. 18.03 VISITING SITE: . , A. Bidder shall visit site of proposed construction and verify or determine all the existing conditions that might affect the work and shall include any additional cost in the bid t bd price for additional work. 18.04 DEFINITIONS A. All references in the section to Contractor" Mean Electrical Subcontractor. 9 " ear, the Contractor t� ► p pP � , .� H�d Where the words, Furn3�sh provide or install" a tractrar will provide, install, wire and connect the complete item unless • otherwise noted. used it shall bear the meaning of the C. Where the word "Architect" is us Architect or his appointed representative.' 18.05 DRAWINGS: Al ' 1 A. The data covered by these documents are -�s. exact aS could be secured 's not guaranteed. f however their absolute accuracy z, Be The electrical drawings are dia rammatic° but shall be followed as clos elY as possible. • Co Exact locata.oris i distances, levels, door swings, cabinct details, . shall be veri ied with other sections of the documents and � tc p .rough.'in. •� other c+�ord�.nated with o trades prior to . .J ■■ • • Elmer's Electrical Page 2 of 8 D. Outlets or equipment shown on thu plans, with no supply.conduit . . or conductors indicated, sh all be completed ted ir the same method w , and manner as similar or like outlets or equipment shown on the ' drawin g s and no extra Compensation will be allowed for the wiring of these outlets or equipment. '1,8.06.. CODES: , A. Installation shall comply with latest rules and regulations of the codes of the State and Local authorities having jurisdiction and serving utility companies. The contractor shall furnish without extra charge, any additional materials and labor that may be required for compliance with these laws, rules and regulations, even though the work is not mentioned in these Specifications ecifications or so shown on the !Drawings 18.07 INSPECTION AND GUARANTEE: A. INSPECTION and approval of all work shall be performed prior Y for .t. . to revering by concrete or other materials by the Architect. Contractor shall. notify Architect when work is ready inspection. Cost of uncovering and making repairs where unin spected work has been covered or closed in shall be borne by Contractor. Without additional charge, replace any material B. GUARANTEE: iCg h develops defects, except from abuse,lwithin oner(1)�ye develops except year from acceptance \ Leave the entire electrical system installed under this Contract in clean, dust-free and proper working order. 18.08 AS.INSTALLED DRAWING A. On completion of work, furnish Architect marked drawings showing f' all g design plans. show exact ri variations from the des routing of concealed conduits and locations of stubs, junction le boxes and pull boxes, including all exterior lighting and utility runs. 18.09 EQUIPMENT MOUNTING: , A. Every fastening device and support fdr electrical e q.uipm" e nt fixtur es, panel, a utleEs conduit s and Cabinets installed, shall be ce.p ble of supporting not less than four times the ultimate y weight of the object or Objects fastened to;`yr suspended from, !„. building u„�lding src ' : �i • Where roof top equipment, panel telephone board etc. are shown • I • this Contractor shall provide all channels and hardware required for"mounting of electrical equipment. • • • �.P T Elmer's Electrical Page 3 of 8 13.10 APPROVAL OF MATERIALS:, A. Electrical l materials shall be of the type and quality specified, new listed by Underwriters' Laboratories, shall bear their label wherever standards have bean established and label service Is regularly furnished by them. Specified brand names and catalog `, numbers are used ti) establish standards of performance ar,3d quality. • 18.11 SHOP DRAWINGS: .o ' first p payment, the Contractor shall within 15 A. Prior to ordering meant and prior to Contractor's days after application for • award of this work submit four (4) complete lists, bound in notebook form to the Architect, of materials and equipment he proposes to f ur'nish. List shall bear Contractor°s stamp, signature rte. or other means to show that he has t.nspected same and certified t;;hat: mitten material is correct in regard to quantity, size, dimen- s o , quality coordinated with the ,Contract Documents and . � n alit and is c, Coles ( B Each list shall show cuts c� pzc tur�s, tYPel size, rating, style, catalog , numbers, and manufacturer's .name of each item. Provide complete material (AU Materials) list showing "Material ' em'° °'Manufacturer's Name and Catalog Number". EXAMPL: Use the fold owi.ng form: PROPOSED MATERIALS +`0B NAME: ELECTRIC.1L CONTRACTOR'S NANIEE a » Material Item Manufacturer & Number 18 12 CGNDUII' SYSTEM: A. RIGID '8T8EL CONDUIT shall `be Used in direr � t contact with earth, � ` concrete and.,maso Work or in mechanical c I. . . pl ei. ht feet � ;. . or` room 1,� to above floor, 8! ELOCTRId NEE l'ALLIC TUBING or rig.�.d aluutln'ahi conduit den be used P , in all areas epee_•'t as noted in Sara ra h , .4 above. areas P 9 p br ry { t I • y C ,4n Eimer's Electrical '+ F page 4 of 8 C. FITTINGS: Conduit bushing shall be insulated type, E.M.T. and flex, fitting shall be factory pre-insulated, gland or compression type. D. CONDUIT SUPPORTS shall be one or two hole, straps. Conduit in ceiling ',pace shall be supported by min-a-clips or other approved, method. Wire will not be allowed for supporting conduit. „ 18.13 CONDUCTORS AND SPLICES . A. CONDUCTORS shall be copper, stranded larger than No. 10. . eir `; In-.u1ation shall be THW, ;600 volt. C~►nductor in continuous row r and recessed fixtures shall be wired with RHH insulated wire. B. SPLICES shall be made with "scotchlock" connectors., Leave 6" wire pigtail in all outlets. p 18.14 DEVICES AND OUTLETS: ' A Devices shall be as follows, manufactured as specified, ' 1. Exterior Floodlights ,t Poles to be Garmire type G-3-30 Steel Prune coated, with hand hole,, base and anchor bolts. ' Fixture to be Hubbell MCM 1000-120v/4024cc with MV 1000/v GE Lamp Exterior Roof Lighting to be Stonc 150-TA Lampholders on 7 Stanco Box with lamp per Owner required. 2. Interior Lighting: . Kitchen 25M 440 F .20v Keystone with F4Ocw lamps« Bathroom lights P 3050 Progress and P 3061 Progress. g 9 Heaters (entry) H3255T Markel. Exit lig�hts Art Me l single a p hase of EG 2G double phase. Swihches to be Ivory Single Pole and Three ways equal to Hubbell 1101 type. Receptacles to be equal to Hubbell 52420 Plates .r to be Sierra P type to match. All switches and receptacles in kitchen area to have stainless steel plates. Clock„ tip be matched with other ,receptacles« Picture light outlet 'to be same as clock type. Plates on 'wainscot to be brown. 7: wire to be 412 AWG and Larger All conductor 6 AWG and *healer shall be copper. AluminuM conductor may be used on 44 AWG and larger providing conduit is sized accordingly. Electrical Contractor to Supply edit lighting to meet ex3Sting codes,, dimmers as required. bathroom fans and all other material as requi.;:ed to finish job<to satisfaction of Architect. a ; ... „ � � � Fixture outlet wall be min±mump i octa�or box,', 1-� 2" deep with , , 1,.8 Fixture studsL` Protride rais on bracket outlets and M 9 on ceiling outlets a. required. a covers . ' t r d. 1"lOLilV1:1Nd HETOi'lT : Ye y height of all ott•1ets as shown on sheets E- 1 and E,-2 . e A a . •1 Elmer's Electrical Page 5 of S 4 18.15 GROUNDING: A. The grounded neutral of the secondary distribution system shall be supplemented by an equipment grounding system to properly , safeguard the equipment and personnel. The equipment grounding system shall be installed so a. 1 metallic structures, enclosures/ raceways, junction boxes, outlet boxes, ,cabinets, machine frames, portable equipment and other conductive items in close proximity with electrical circuits operate continuously at ground potential and provide a low impedance path for possible ground fault currents. The system shall comply with the National Electrical Code. w y p y 18,16 EQUIPMENT CONNECTIONS: • A. SCOPE: Provide all electrical connections complete for all items P of equipment requiring such connections, except heating and g control wiring, which is coVered' under another ventilating automatic ` section of the Specifications E. MOTOR CONNECTIONS: The location and method for connecting to each item of equipment shall be verified prior to roughing-in. The voltage and Phase of each item of equipment shall be checked before connecting and If not proper for the energy available, ' 0'. the Architect shall be promptly notified. Motor rotations,shall be made n the p P direction* G o i f mechanical 1 equipment shall be �f� � exceP t at small control 3��;� f lex may be used. rotors to be connected With uSc!altite frI nin a re war r I ■w r a.ar ....2—.�r+wrr.irr wwnwrnr.wmow . , complete '��a� shaded loo r. Pump mod®rs are not •to be test run until, li lixid i^s.in the stem. a 18.17 SIGNS AND MARKTNCPS A. In all service, distribution equ3-pment and motor control centers, e provide Individual', engraved rnicarta signs for each service and distribution switch, breaker or starter' to clearly ind3,cate load � y j served, panel �`� 1 �4e} and secure to each ; served or an+el des . nation and vc�lta o switch, Panel or starter. Sign rnountizn,, shall be b. screws or p ga g by approved permanent adhesive. • 18.18 NOISE AND VIBRATION ISOLATION: e A. MOTORS AND CONTACTORS: Where individual motor starters, and ma gnet�.. �call Y held contactors and relays are shown, they shall be mounted on sound dampeners, I<orfutid or equal, and all conduit connection to be with flexible ble condu ft. All motor wiring ections t yp locations �d,�,t'1 whin g to be`f 1ex�ible ,GOrlduit �eelt�.te t , e in ce��- , as 111" described else'�,here in these Specifications). Nona'f lexx.ble conduit to motors Shall not be equipment being isolated, �� to 'tie qui A r such as housings, plenums, CucS, etc.' Where ,surf ace condUlt must be installed to the motor, support for such.conduit r r t be p j •- , equipment* i.nde endent':of scent taechat�:cal ad � I II r i , • " •4 G . Eimerls Electrical I Page b of 8 . 18.19 TELEPHONE PROVISIONS _ , A. SCOPE: Telephone provisions shall consist of outlets and conduits as shown on z the Drawings. All wiring, instruments, etc..,, to be provided • . by the Telephone Company, except where specified or noted;on the Drawings. • B. OUTLETS: wall outlets to be 4" square boxes with single gang ' device covers with 1/2au bushed opening. , , C. CONDUIT: Minimum size conduir 3/4" unless otherwise indicated on the Drawings, and all rough-in method to comply with such description of materials and work as described, in these Specifications. 1 De PVC may be used for underground service for Telephone and Music , Raceways only. . • 18.20 BRANCH CIRCUIT PANELS: w ' A. Panel A Square D Co type NQOB 2 section. Panel 3 phase 4w 200a NLA with subfeed ;lugs. For 3/0 all wire to have 6 3/4" extra side gutter. • . • e Flush mounted. Top to o fi ay2-30a-2p,.. 5-2o -2 p and sie. , I Bet tom sectio n to contain 16-20a p, 2-15a- , 221 y sp aceand s/n.n® ' ., B. Panel B Square D Co type NQOB 400 AMLO 209v 3 phase 3w surface mounted to contain the following 3 pole breakers 1..e90, 9 60 . .;, 2-50, 1-4O, 4-15 and 1-50 space only. Lugs for 2/500mcm all per • phase. C. Panel C tquare D Co type NQOB 225 AML° ` e 4w to contain the .1F' p . , 208x 3 ;" fiias I fol lowing; 2-15a-►3p, 1-30a-2p, 1-15a-2p, 1-20-2p, 2-40a-1p, 23-i2Oa-mip , a' and 5- p spaces. D. Panel D A/C Panel (If required). Add 400a-3p breaker to Pane. MDP- add 4110 a ML4 .20/208v-3p 4s Sere 1 lines► Panel Raintight. NEMA 3R with breakers as required. • E. Miscellaneous disconnect switches, ampere rating as required to ' to Duty' t1P.. CT and terminal cabinets and meter socket to D utility meet specifications. ,s in anel doors Shall be filled out clearly andnneatlyttonidentiFy all door Provide �; outlets and to be .typewritten. 6x8ci directory Space or larger on each panel door. Panels to be H. t With a, keyed like. fitted w:�th f l�.�sh lift latches and locki,> ke' d 8 a 21 MOTOR STARTER: A Manual ttdtor starters to be quick-make, qUick.abreak j with thermal overload protection, NEMA '1 enclosures unless oth ;°wise indicated on the Drawings, Square D. I + i r ,u I , • Elmer's Electrical j Page 7 of 8' 18.22 MAIN AND SUB-DISTRIBUTION PANELS: A. SCOPE: Main and sub-distribution panel dead front, dead rear g indoor type construction, consisting of free standing sections joined together to fora one assembly for each panel. Rating of devices and bus bracing shall be as shown on the Drawings. All spaces shown on the Drawings shall be fully bussed and ready for devices. Manufacturer, shall be Square D. Panels to be Square D Co type I - Line. Panel M D P to be 1200 AMLO 3 phase 4w 1.20/208v with 2-200a 3 pole` Q2 breakers, 1--400a 3p Q4 breakers, 2-70a 3p F A breakers and space 'for 1..225a 3p Q2 breaker surface mounted. B. METERING PROVISION: Shall be .provided in the main distribution panel. All aspects of the electric service and meter requirements 1 shall be coordinated with the power company prior to bidding. , C. SPECIAL NAMEPLATE: The main distribution panel shall have nameplate over the current transformer compartment which gives ' the Architects and Engineers firm names and date in one-half inch high letters. Nameplate shall be laminated ihenelic. D. FUSES shall be manufactured by Bussmn and shall be non-renewable type with dual element, current limiting fuses. , 18.23 LIGHTING FIXTURES AND LAMPS: ' G. Aa CHA DELIER°,t Chandeliers, Exterior Wall Mounted Lights, Lobby Planter Lights, and Driveway Planter Lights are manufactured by a. C. Garner Lighting Co., 1140 N.W. Everett, Portland, Oregon 97209 Telephone 503•-227.0405. Rep, Jim Garber. No substitutions adcep ed4 , g outlets shall be supplied with a fixture* Outlet symbols on the Be S„ All light Ym Drawings without a type designation shall have a fixture the same as those use- ia similar or like locations 1 ' Cu Lamps shall be manufactured by Sylvania, WestinghoUse, Champion s or General Electrid Company. Fluorescent lamps shall be rapid start warm whites All ether lamps Os specified in fia,:ture schrdule. D. Vluorescent ballasts shall be high power- factor and all metal ` P arts will be "B�anderized" or equal, rapid Mart two lamp t e �; . P equal, - p � P � with C.B.M. and U.L. approved labels. 4 44 E. Pi tbres shall be left clean at the time of ac c..e t a nde of the Work and every item shal l be in operation. The res pcnS'zbylity for , c jing or protedting c fil'ctUres from dirt, dust, pant, debris', , Contractor. If f t 'eS are ditty at etc 4 shall rest 'with thy. cornpletioti of the projects the Contractor shall d1Pan them at no ..... .. .... additiotal coat to ,a:he owner., .'. °_ a` I Elmer's Electrical page 8 of 8 , Ir . L I F . Contractor shall verify veil � constr t ion P recessing depth th r I ' and all other contruction deta;'J1s prior to release of fixture ' r for shipment. Mud rings shall be provided for all fixtures. Where discrepanci • csj Elmer°s Plumbing ei Page '1 of 4 PLUMBING SECTION NINETEEN ' �. 19.01 GENERAL: All work under this heading is subject to the General Conditions of the Contract as well as all other items of the Contract Documents whether bound herewith or not. '19.02 SCOPE: A. Furnish all labor and mut"erials to complete all plumbing work as ' shown on Drawings and/or- herein specified. B. Includes all plumbing connections to Owner's equipment and equipment installed by other crafts. C. Contractor shall coordinate all, aspects of the plumbing„ water s sewer and storm drain services with the utility company.. No compensation will be allowed the Contractor for additional work , or equipment not covered in the bid documents. 19.03 VISITING SITE: A. Bidder shall of �s antrrction and verify or :II, determine al the conditions that might affect the work and shall include any additional cost in the bid price for additional . work 4 19.04 DEFIi�xT=oNS. . A. All references in this section to "Contractor's mean Plumbing Subcontractor. i • B. Where the words, "Furnish, prov.de or install" appear, the Contractor will provide, install and connect the complete item unless otherwise i` noted. I. a C. Where the word "Architect.... is `used it shall bear the meaning of the ! Architect or hia appointed representative. 19.05 DRAWINGS: 4 A. The data covered by these bocuments are as exalt as could be secured, however their absolUte acc uracy is not guaranteed. The p ' g.. prepared_.. y `` Equipment Suppliers and will com....,L�. with the S• ecif icatiors. ?, B o lUarb in Drawings are b" thy. _ Pay p C. Exact locations distarides, levels, door, swings q cabinet details, etc., shall be verified with of ner Sections of the Documents and r doordinated with other trades pride to rough-in } a , A r 4 , 4V '4 IM i n v r ,16*_ • ,AI• • ; ( Elmer's Plumbing Page 2 of 4 'T °R Da Fixtures or equipment shown on the Plan, with no supply or ° connection indicated, shall be c mpleted.'in the':same method and manner as similar or like f ix'tures or equipment shown on ,he Drawings and no extra compensation will be allowed for the plumbing of the ae fixtures. 19.05 CODES: A. Installation shall comply with latest rules and regulations of the Codes of the state and local authorities having jurisdiction and serving utility companies. The Contractor shall furnish without extra'char. a additional materials and labor that may be g a any required for compliance with these laws, rules and regulations, even i though the work is not mentioned in these Specifications ication� or so g `" I shown on the Drawings. i 19.07 INSPECTION AND GUARANTEE: \) A. INSPECTION and approval of all work shall be performed prior to coverin g bY concrete or other materials bY the Architect. Contractor Y p Cost shall, notify Architect when work is read for inspection. � • . Qf ,ncdveran g and making re p airs where uninspected work has be en ; ' : covered 6r closed in shall be borne by Contractor. Furnish written guarantee to Owner for a.period of B. GUARANTEE: one (1) ear covering} all defects in material and workmanship. should any t Contractor shall •ivy y develop during p materials or faulty workmanship, the Cont ll furnis�a rouble develo Burin this period due to defect Y correct the trouble promptly . all necessary labor and materials and co and without any additional cost to the Owner. Leave the entire plumbing system installed under this Contract in clean, dusty-free and proper working order. 19.08 AS--(BUILT DRAWINGS: i , i A. supply Architect with two (2) copies of, and ore (l) reproduceable i�a . - g Drawings - copy of As-Built rat be delivered t t ]�rawin, s. These Orawin s to the Architect before final Payment will be made. ' . , 19.09 EQUIPMENT MOUNTING: � A. Every fastening device and support for plumbing fixtures or b eq ua. ment shall be capable of.su y than four tih+es g P p- pporti,ng not lass t i the ultimate weight of the object or objects fastened to, or ' th . + suspended from the building structure. water line Be Roof top equipment will r e wire a wa r et'ca each unit which p q i f Valve for each unite Install Water. Install shut�f 1 requl.reS wat � zn l Line so it will have a gravity flow drain valves at low points + so as to drain s'.stem in winter„ months. verify location with :' Meth han3.cal Contractor. . c_ a' I a " .n e N. eI i ,, 5( w . V Elmer's Plumbing ' Page 3 of 4 19.10 OPERATING INSTRUCTIONS: A. At completion of project, provide operating and maintenance instructions for each piece of equipment requiting inspection, lubrication or service, describing and scheduling the performance .t • of such..maintenance. for two ('' Provide the services of a man f hours to..instruct Owner in operation of ,equipment. II 19.11 . MATERIALsS ' A. SOIL,. WASTE AND VENT PIPING AND STORM DRAIN PIPING: 1. Under'4round Piping to Five Feet outside Building: Service II • weight No- pipe , co .ings and neoprene gaskets. Nub cast iron soil i e with stainless steel 2. Above Ground Piping: Schedule 40 galvanized steel pipe with cast iron drainage fittings or No-Hub cast iron pipe. 3. Underground Piping Five Feet Outside Building: Fast iron. t' B. DOMESTIC WATER PIPING; All underfloor water to be copper tube type K. No joints under ground in Eiuiiding area. Above grade >',) ..,•. to be copper tube type Lt. C. GAS PIPING: Schedule 40 black steel pipe, taped with 10 mill Scotch wrap, screwed fittings 1500 malable. g D. PLUMBING CL,EAN(JUTS. Install as required for Code. E. WATER METER: 2" Meter, Run 2" galvanized water service to Property Line, location on Plot Plan. fee shall be noted Se aretel. on this roposal as Shat Meter as weld, Service connection assessments and fees p abut shall be included in Bid Sum at a Net, Net, Net cost to Owner. .. N EXCAVATION AND BACXFILL: This Contractor shall include all excavation ac}�fill to 95% compaction in his propoal,. • �.on and b IN to catch basin or to storm ‘, CONNECT DRAIN TILE AND RAIN DRAIN • drain as per required.' P INSTAL AND CONNECT CATCH BASIN where shown on Plot Plans and connect to storm drain as per Local Code. F. WATER HEATER: Gas, heavy guage stead, Construction, glass lined. 150 psi working pressure. Internal flues, magnesium ai odes. Temperature and l pressure • : relief ef valve 3/ 40" brass drai n A valve I l • Fiber g lass insulation. H con, rol. 2�C C�PH, a t 1 DO d g re e rise, 100 gallon Ca P �t y W Stainless flue pipe. 1 4 Ii s , I e Elmer's Plumbing , ^ Page 4 of 4 • II G. PLUMBING FIXTURES- American Standard, White , ' 1. Two water closets #2109.056 elongated, with #10 white open from 'seats 2. Two water closets #2108.038, 18" high elongated with 410 white • ' a, open front seats. 3. One urinal 46540.017 wall hung with Sloan Royal #186 Y flush valve. tl >~ Five lavatories: (7.) #3201 18"' diameter with H�idee rim and 44621 4. k' � Moen centers (2)( , 20x`18" wall hung with Moen #4621 � et. #0361 (2) #3211 19x16 with Hudee rim and Moen #4621 Ce��tersets. , " i centersets. 5. Ten 3" floor drains, Jason J-303-35A, / " s�.�s tc� have 8-�• 4 diameter strainers. 6e Three 3" floor sinks, Josam 49303 with 3/4" grates. 7. Five 3" hub drains for indirect wastes. 8. Rough for and connect kitchen equipment as shown including dishwasher,. All fixtures, faucets and strainers by;I(itchzi Equipment Supplier. Hose bibbs: two exterior, frostproof; interior hut` a -erior frost roof one (1) ant 90 water. interior shut-off for each hose 'bibb, q l S ' 10. Fountain at front entry rough-in as per M-3 Drawing if re uired. , � � r y� ex. H. INSULATION: underground aCi w � erhe hot eater lines with I�ubat all , Insulate all hot and colddater pipes with 3/4�' fiberglass with vapor barrier. , 19.12 TESTING: : " A. Drainage, Waste and Vent Piping: Test in accordance With State Plumbing Code. • • R a air from syc'erct. rill and test at '. �. Water Piping: E13.�in tea � 1 rf 150 psi fora period of two hours wi��h ,no loss P p � of in Pressure, + yv F C. GaS Piping Test in accordance ;with NFPA #58. 1) '-' :. ..,...., .. ... . ,,F. . . rM.•n.<w. fin...a.e.n4.. :.. .... �� .. .. .. .� .... �.: a .il....i.: .. .. .. I..... . .1 I Elsner t s Heating, Ventilating and Air Conditioning • . • . Page 1of 7 ' HEATING, VENTILATING AND AIR CONDITIONING , SECTION TWENTY • . 20,01 GENERAL: All work done under this heading is subject to the General ' Conditions of the Contract as well, as all other iternis of the Contract ' • k° Documents 'whether. bound herewith or no ?• .;t '20.02 DEFINITIONS: All references in this section to °vContracto ;Pt` mean -��•, } Heating, Ventilation and At Conditioning Subcontractor ' 20.03 WORK INCLUDED: (Power Supply 120/208 3 tr$) This is a se1f-design . , ' . .4 system, except'f car type of units and equipment to be used as to 'specified in the following paragraphs. k. This Restaurant is designed to seat appw•oximately 184 people, plus .. , s employees, plus people standing in the lobby. AU calculations shall be ' based on a total full capacity all times. This capacity ,will be 200 people .and under rio circumstances shall the`Contractor use a t��enty (20) percent deductio�z factor as is normall,o used. This is a full bore operata,on and wi11 be designed t©operate at 00% of occuancat all. timeso ` j` The furni shing shin g and instal lation of all heatin 9 s ven t ilation and air,conditioning equipment and/or materials necessary and reasonabl y 1 ' '., ' incidental to the application of all heating, ventilating and air 1.- ' o ,' conditioning materials, including running proper sized gas lines r4�`"`, t with pressure regulators to each piece of equipmentm j .'i . . 1 l , .04 WORK NOT INCLUDED: Supping and installation of equipment pOpplied' ' ti or made by kitchen equipment supplier. ' A e 10 3!itchen etust hood and fens. : 1 2. Dishwashing machine exhaust hood and fan. ' ' r ' 3. Preparation oven hood and fan. r ; ; L., e `'` • B. 2. Connect or supply any high Voltage wiring. 2. Connect or supply cold water lines to units. ": on Sheet 01 Of his Drawings; all NGS The Contracta.r shall. include . speci 'equipment specialty • • . 2Q�05 DRAW�fied ul. ment car s ecia�.t items listed sander ,following a>�a ra h� . 9 P 9 P � , gned s tem showing exact lo" } Y ys g cations ofoOf trap' units, .. el �des�. � • ' includin - t_ ,,� : ' g makeup air replacement units, keeping''in t�i�,ct the.-two (2) .0 in s s r 5000 CFM • ,, � , • exhaust fant(sixn hood ands installed re a.�aton oven• e�c.,�aust fan s aSl�ier 'z • s ,p P and di �w ppl ,. installed by kitchen equipment_supplier) are - " ''1 in f I ed location land cannot be relocated. ' Show control wiring diagram for each type u itrwith electrIcalL legend, . , ' • 4 -, ' indlUding duet heaters List complete equip ment schedule stating .capacity-Of 'each•Unl,t 1 • • { , Elmer's Heating, Ventilating and Air Conditioning Page2of 7 voltage, .CFM, horsepower, electirc heat KW, amperage, weight of units, etc. Roof top equipment area is approximately 24 feet wide and 30 feet long. Drawing plan include all duct runs sees ofducsl'trnsz.t main floor lan and will inclu runs, dampers, diffusers louvers, cans., grilles, I boots, screens, pump switches, thermostats, ,underground.cold air return, etc ' List a complete legend Show a complete supply air diffuser and return air grille schedule. , Show detail of mounting units to roof top pad. Pad or runners by p r General Contractor. Contractor to lay out exact location. c • Contractor shall submit sic (6) sets of preliminary drawings to he . 'sets of . . preliminary drawings to Architect prior to Contractor submitting his bid � General Contractor and hp iritu�.n shall submit five (5 ' P Y g P submitting . •. to the General Contractor. These drawings shall immediately be reviewed by the Architect and three (3) Setst,. will be returned to i the General Contractor, who intern will return two (2) sets to ' Contractor with approval or for re-design- . ' If drawings are approved or subject to minor modification or ' alteration, Contractor shall correct within five (5) days and re-submit ' six (6) new and complete sets to General Contractor and he inturn shall forward to Architect five (5) sets for final approval. If drawings are rejected and re-design is called for, Contractor shall contact Architect for a set appointed time to discuss re-design. Manufacturers, brochures and data schedules shall accompany each subbmittal. - , ' All phases of self design system shall comply as though it is a part of like part of the General Conditions of the Contract for Contraction. ' AlA 2019 Sec. 4.12 through 4.12. * 20.06 PERMITS yAND FEES: Arrange and pay for permits, fees, service charges and pr r � on°tai Owner Certificate:. of �nS act • p �.rispeotxons and present to . , and material shall conform to 20.07 Ct�DES RULES AtV'I? REGULATIONS: All work the latest ...loc al and State Codes i 'and all State and other applicable .. laws and regulations m letion of project, j p for to , 4# � � 2q;.081 OPERATING INSTRUCTIONS: At cop just r . . , each , p , operating and maintenance occupancy,_ re install al.l. filters Provide o instructions for each iece of iii patent re" .rin ins ection z - P P + p a d ricat tl, ��bi.ng and scheduling �I the�perk°�rnranc,e ®f such ion of service descri 4 v I . r I I • Ir ✓n..urn . ,..,, i.uu v •• r•��_ _... n w • Elmer's Heating, Ventilating and A .r Conditioning Page 3 of 7 maintenance. Provide the services of a man for two (2) hours to instruct Owner in operation of the equipment. r 20.09 GUARANTEE: Furnish written guarantee to Owner for period of one „ year covering all defects in material and workmanship. Should any 1 • �Y trouble develop during this period due to defective materials or faulty workmanship, the Contractor shall furnish all necessary labor *. and materials and correct the trouble promptly and without any additional cost to the Owner. r I 20,10 DUCT CONSTRUCTION: �• • A Low Pressure Duct Work: Construction form galvanized sheet '\• A r metal to conform to Chapter 10, Uniform Mechanical Code, Volume 11, 1970 Edition, or 1969` ASHRAE Guide Table. • g (Contractor's Option Concealed Ducts Only) j B. �"a.ber lass Ducts (Cent Fiberglass ducts may be r .• � r g y used in lieu of galvanized steel. E► Fiberglass ducts shall be 1" thick rigid U.L. labeled Class 1 ducts with integral vapor barrier. All fittin s shall be constructed in accordance with SMACWA Standards, 1972 Edition C. Erect all ductwork in a first class and workmanlike manner, true ' to dimensions indicated straight and smooth on inside with neatly finished joints lapped in the direction of air travel. Properly � 1 brace and reinforce•all ducts with steel angles or other meiitaers. 1 ductwork to be galvanized steel. • • . A.,11 t � U. Elbows; Standard denterline radius shall equal 1'4/2 times the width of the duct. E Square turns shall be provided with air foil type toms vanes. • P. Duct sizes shown on self-design drawings are the net inside dimensions. • G» Duct Han g ers and Su ppo tso 20 inches diameter . or maximum side dimension with galvanized strips of No 16 U.S.s. guage one inch wide and all larger ducts with steel angles , � g larger hangers. 9 adjustable hanger rods similar to i .. Anchor ducts securely to building in such manner as to prevent transmission and ad all of vibration to structured 1-1:6 Seall al oInts in ducts with 5M Co, or Johns-Manville Co . industrial grade pressure sensitive tape or 6°' Width of six } ounce canvas pasted on with Arabol. b "g` l of ;galvanized steel I ry� tTndat: pound air return shall y and imbedded in contrete three (3)� be con rutted y , inch minimum thickness - 2000 mix. • Tape and seal alb, • • mete uri,r caner°$° to -af con p � before � p e ,� rn Elmer's Heating, Ventilating and.Air Conditioning Page4of 7 , to be 6" below finish floor grade. Coordinate this operation with Plumbing and Electrical Contract'rs. 20.11• DUCT SPECIALTIES A. Standard Turn Vanes: Non-adjustable gas air turn, 26 guage > galvanized double wall steel blade, 24 guage galvanized steel side rail. Vanes 2-1/2" on center. H-F.-P Hi h Efficiency Profile as manufactured by Aero-Dyne Co. g S. Standard Flexible Connection! Waterproof, fire resistant canvas. .' Allow minimum 1" slack and 1/2" minimum between metal parts. VentFab or approved. Install on supply l and return duct connections s to units. C. Volume Dampers (VD) Provide in supply exhaust and return ducts as required for balancing and construct of galvanized sheets not lighter than 18 guage.., reinforced to prevent vibration, equipped at both ends with brass bearing mounts and of sufficient length to provide a complete shutoff of the duct. Provide each damper with •° ' an ad•ustment and locking quadrant device as manufactured by young „ � 4 q Regulator Co. No. 403* operator for accessible location, Ventlock, or approved. 20.12 GRILLES, REGISTERS, DIFFUSERS AND LOUVERS: Furnish and install as . , herein specified: Royalaire, CND 1 or 2, VD, VHD or equal, Hart and Cooley, A 650 or equal. ° 20.13 AIR CONDITIONING UNITS: . 0 A. Casing: Unit cabinet shall be constructed of galvanneal steel, bonderized and coated with baked enamel. •° { � B. Compressor System: The unit shall contain serviceable hermetic compressors wit'. suitable vibration isolators • • crankcase heater,ssitteGglasses Sand filterdr er:. At least two . stages of operation required. Five--yearr warranty. C. Fans and Motors: The indoor ndoor oar fans shall of the the forward" curved centrifugal Clas s 1 type, best driven motor' The outdoo r 1 air fans shall be of the propeller type, each directly driven o �• ' by inherently protected motor. : • of Safety C and ..., � all be protected by: Fusible ." •� D. Safe. Controls: Cooling p g, low d high pressure tat, compressor motor overloads, timt,ng ff; device which will prohibit the compressor motor form''being.. subjected to starting ry,' es, and low in current more than once e've 'five min�xt ambient controls to allow operation down to 35° F. 86 Unit Connections: Heating and Cooling power wires in the unit Skull '! 9 po All utility be powered by s•xxa lei a.nt ter��st�.nal: contYectionS routed through openings in sides of unit.' connections shall be ,N+ •, r r •.w r.r,. . .r. ,. .,...i..: r, ...r . i. .. ..r... r ...,. _ r .... r r..•, .1v uu 4. A .,•..r,r .,.,r „r, ( 1 • Y � � . Elmer°s Heating, !entilating and Air r'nnditiong Y , ge 5 of 7 F. Heater Section: Gas fired heater. AAA aproved. Unit to be compete . with all safety controls required. 0. Y , G. Units Spcified: (Gas fired) , e 1. Main Dining Room, .Office and Restrooms s 1 ® 7 ton Carrier with electric heater 26 KW J' /*rI ' A' . 2. Service Areal Lobby and Front Banquet Room: tx • ° @ 5 ton Carrier p--#t. 6 4f-• with el 1.c heater. • 26 KW 6r/f4r 3. Middle and Rear Banquet Rooms. 1 4 ton Carrier •-$4" •Witch: electric heater 1e#' 4. Evap Coolers: Wright.Edisori ;1 5. Duct Heaters: Lennox • . r • 6. Exhaust Fan (Restrooms): Trade-wind 20.14 GAS FIRED MAKE.up AIR UNIT: Completely assembled and wired, U.La listed. A. Cabinet: Welded steel constructions ;galvanized. Weatherproof baked enamel finish. B. Control System: High control. M al main gas shut-off valve. Gas pressureregulatingvalve. Automatic gas valve, modulating gas valve with remote bulb, bellows and 12 foot capx+llary tube. Interlock with kitchen hood exhaust fan 5000CFM. , a Each kitchen hood exhaust fan to be a separate system. C- Heating Section: Vent ca p, 19 gu aqe stainless steel heat exchanger. � •" • D. Cooling Section: Washable inorganic polyrethaine filter. We recir,- .pump. , c xlatin um . Remcovablepressure nozzle water dls bltiO1 g Water pverr low p P e and ad justabl e float valve. Interior surface protected by asphalt base coating. 4 i• E Blower: 'o"ward curve Centrifugal wheel. H ot dipped galvanized see. V-belt drive. Variable Pitch Pulley. of', ' , 20.15 ROOF EXITAUST FAN: N1C ;5 20.16 DUCT INSULATION: • I\ A AO Duct Wrap: Cover inclosed supply ai.r duets e:tcept ducts internally lined; W rap tightly on the duct work With all 'circumf erential ., longitudinal j of two butted and ants overlapped m�.n3.inum " °•. Adhere ansulatiori with fob inch strips of f sul titia n bonding at a t eight �nch es on ccrtek. On ducts over 24 �ncteI � wide, �ddiionally secure insulation With suitabl e inechay dal ; t s•i II �� 1'` I , r , d , hch ;r Elmer's Heating, Ventilating and Air Conditioning ; Page 6 of 7 ' r fasteners at 18 inches on center. Circumferential and longitudinal joints stapled with flare staples one six inch centers and covered with three inch wide foil reinforced Kraft tapes B. Duct Liner: Apply one inch duct liner to ducts. Apply to flat, C ' g over 20 inches additionally 5 inch centers.secure the li�rCwith ameehan�.cal fasteners at 15 ' For widths ave Goat , .• w,, exposed and leading edges of transverse joints with suitable fir e resistant adhesive. Ducts exposed on roof lined with 2" duct .•, liners 20.1.7 DAMPERS: A►'a Splitter Dampers (SD); Construct of galvanized sheets not lighter r than 18 guage, reinforced to prevent vibration,' equipped at both ends with brass bearing mounts and of sufficient length to provide complete shut-off branch duct ,.; Extractors (EX): Provide at all right angle supply branches behind grilles by the same manufacturer as the supply grilles* Each unit shall be the sane as the grille face. C. Volun',e Dampers (VD): Provide in supply exhaust and return ducts , as rq:gtiired for balancing and construct of galvanized sheets not • lighter than 18 guage, reinforced to prevent vibration, equipped at both ends with brass bearing mounts and Of sufficient length to provide a complete shut-rof of the duct. Provide each damper with operators as specified for splitter dampers. 20.18 AUTOMATIC TEMPERATURE CONTROLS A. GENERAL 1 Provide a system of low voltage electric controls. 2. Wirin g' Shall be as required for a.com P l e p an g control system per State and Nat ional Electrical Codes. ProVide necessary relays, transformers, fusing, switches and pilot lights. interlocks :and control power from neatest' panel. B. ROOM THERMOSTATS: Automatic Changeover type with Oh-Ofe4 uto switch. Provided by unit imanufacturer. C E XEC'UTION Air Conditioning : Shall cycle ° 1. .. . � �o Ux�,tS � .. 'heating ,�, � or coy° ,in in ,� uence. Room thermostats �'• • g "" , • .... «,41«4:.:,.. .. ... r... , ,,,,. ,.. ..x...i( - - .+ • ,.a .,,., Elmer,s Heating, Ventilating and Air Conditioning Page 7 of l ' 20: 5 SYSTEM BALANCING: NG o • r A. GENERAL DOCUMENTS: The testing and balancing of the . balancing air distribution \; � e agency y performed b� an a. system shall be erfo independent test and balanc , t who specializes in this work. • so£ coml ere balancing Submit three . � Be REPORTS AND RECaR�DS. a copse p . . g report. Provide complete set of marked balancing drawings showing ' air opening numbers that correspond to the numbering system air p in the balancing logs. C: TESTING PROCEEDURES '- AIR SYSTEMS: 1. Identify and list 'size, type and manufacturer of all air w handling equipment and air distribution devices. Manufactured s plublished ragins on all equipment shall be used to make , required calculations. • changes in the pulleys, belts and dampers as required. 2. New drives shall be furnished by the fan manufacturer. t record fan RPM to deliver with - 5; of, air, r � 3. Test, adjust and quality specified. Make pitot traverse of supply ducts. 4. Record nameplate data and actual running amperes for each fan motor. 5. Test and record static Pressure, suction and di scharge. 6. Test and adjust system for design outside air and return air. r a . r ... ; ' R 7. Test, adjust and record each dif fuser, grille, and register to within 5% of design requirements. Each ,'unit, grille, . •\ser and register shall be identified as marked on the d� g` , • r i badrawings l��udGn.n g d.,aw' I I ki 1 • b r 1 1 Q r . re ` nY r I Eimer's Landscaping Page lof4 , . X' v LANDSCAPING SECTION TWENTY 21.01 GENERAL: All work done under" this heading is subject to the General Conditions of the Contract , .. act as well as all other items of the Contract Documents whether bound herewith or not 21.02 WORK INCLUDED: The furnishing of all labor and Y -� g materials necessary to complete the landscaping and related work as shown or as herein specified. , See Section Seventeen, Allowances. • 21.03 PREPARATION: Where landscape areas are ^hown on Plot Plan, remove all foreign non-top material to a depth of eight (8) inches. Leplace with high quality top lsoiltasisu d g 4 � Ya supplied in local area from a known top P soil. supplier. r. • � 21.04 SANP,LF,: Deliver to (Architect one (1), five (5) pound bag of top soil, R wil t labels bearing supplieres name, address and telephone number and un.` ,ice of material delivered and spotted as directed. 21.05 P , G: Re-planting of all sod grass, flowers, bushes, shrubs, try ,, q etc.,I' shall comply with all -landscaping, lawn soil conditions ,A "f and all other requirements of the general practice ,of all landscape ,and nursery institutions • • • • a I J' ' a r : 4 • • I s. J na1 ' I rr '• I 1 I r ' y . . Elmeros Landscaping , (, 21.06 PLANTING SCHEDULE: Page g e2of 4 , ' p LANDSCAPE SCHEDULE ' FOR r' 'I N ETHER'S RESTAURANT , .., (see Plan for area location see Prat 1 Area N ' No.. P�.art Type No. Req, d. Height Diam.. (ft) 1 Azalea' Dwa 10 ' ' ',18." 2 Rhbdy 5 2 ""• Gum Tree 4 8-10 2 ' Blue Spruce 2 3 , Azalea a5.e s 2 2 1 • 2 Azalea, Dw.w 6 2 2 Gum Thee 3 8-10 Rhoa 4 2-'3 2 i Azalea, Male 6 3 2 f ' ,. 3 Gum Tree 1 8-10 a., ' 6 2� Kanton�. Astea 2 1>7uo Pine b �' ' ^�' 1� Daphne Ao lora 2 1 ' I Gum T5ee . '. 8•-1a j 'Si' 1 Pine ,,. 4., ! 1 Kontoni Aster 3 2 . 2 " . , 1 Rock 1 2r3 3 , a r " , Rhody D • ii a 1,.. Barberry, Gra 4 1 1t, 1 .tee.... . 6 Rock 3 3i , � 1 Azalea DW 6 " 1 12 g;, , p i 7 Ba bex y, Red. .5 • 1.1 i . • Rock 1 2-3 2-°3 i' Pine, Dw. 2 1 8 Taans, Dw. ' 12 1 3 , , ii 3 1a 2 r Nest Spruce ,.1 ' 10 Barbea:r Ga 10, 1 1 , - ° 10 1 }•� , Azalea, Dw, 1 Ehod.y, Dw, \ .5 1 14 ', od Pik . 2 ogwo , 7 + 1 rt 1 •, ' 11 YapioniIka Pine I 2 { , Sigimia 2 1 1 J Rock 2 2 1I i " -4 J « `, • U i .. (.. / * __ S•_*-,.t1:2`_,,,, • ,. '• u , ) 111 g*. ' . '''' ' ' ' S , o • • Landscaping . ; , Elmer's , Page 3 of 4 `' Area Not; Punt' 'hype Ng. Req,d. Height (ft) Diam (ft, • 12 Pinokio Spruce 1 j ' . Sgimia 2 ' Rock 2 2 2 13 Piririadelies 5 6 • , . •. . , 1.4 Rock 20-25. 1� ' ' „ Daphne Dwf 3 ' Welly, Dw. 3 , z Azalea. Dw. 6 ,�' : Vest . 3 1, i� H . 1, t5 Pirmadeles 15 ; 6 1 ' Maple 'Free 4 8-10 �; • . Rhody i 3 Li, '1. ' ' Azalea, Males 6 3 L, 16 Rock • 2�3 .27-1. , , Pine, Dw. 1 Rhody, Dw. 14 1� l 17&i8 Pirmadeles 30 3. 44 1_2 ,. , 7, 9 19&20 Roses 30 1 21&22 T i .5 •. ' �i.sh Yew 2 2� Azalea, Dw, 12 1 Alberta Spruce . 2 3 G .; 238624 Alberta Spruce 4 •• 3 ;. . Lawn , , ' , 25 Barberry, Red { • , Lawn :, I 26 Bax,bottyi tad. 6 i Rhady, Dw 2 1 1 f Irish 'e'kr 2 3 P Lawn ' ix. , 27 • Barber. y, Reid B 1 I 1; r , , A ' 2829' Alberta Spruce' ' 4 3 , . l , i + o Note a Urtl ss othe se L; diaate6. aal ground. cover to be 1. bark chips (medium Grade) ; Pt • , • r 1.l' i y • Elmer,s Landscaping , Page 4 of 4 1 If for geological or climatic reasons, as professional landscape contractor feels that it would not be advantageous to plant any n of the specified material, he should submit four (4) copies of a suggested, recommended substitute;list to the Architect prior to * 4 •submitting bid; trying to keep a similar or likeness replacement . in mind. • /`.; 21.06 CLEANING: After planting, and ground cover has been applied to an area sweep and clean up any dirt or debris that may have be spilled ot3 sidewalks, blacktop or extruded curbs. rl { I'1. r` k n 'M i y V Irk , I , J 1 • yyn 1dw...wry.er 7nYw'.alrse''•. b 1 , ' • 1 ' P k Eimer°s Irrigation Sprinkler System • , Page 2 of I 0 , • 4, IRRIGATION SPRINKLER SYSTEM SECTION TWENTY-TWO` . ,.• - , 22.01 GENERAL: All work done under this headinggis subject to the General Conditions of the Contract as well.as all other items of the Contract , . Documents whietheri bound herewith- or not. 22.02 WORK INCLUDED: The f� g , ,. ' +� urn�shin of a1.1. lobar and materials necessary . '1, to install a complete sprinkler system for the watering of grass, • MY ti, trees, schrubs, bushes, etc., in all areas as shown on Plot Plan.• , 22.03 DESIGN: Self-design system shall apply, using all approved material :.,. by state and local laws and codes, and in all ways shall supply ', adequate amounts of water, both in volume and coverage to all planting ' areas. Install master shut-off valve with gravity drain system. Show j location of main shutoff valves. Sub-divide areas into variable • `t isolated areas with vacuum breakers at each volume or manifold set-up. . z ' 22.04 DRAWINGS Submit six (6) sets of complete drawings, showing all runs, . pipe size, shut-off valves, heads, etc., to Architect afor approval,, } prior to commenting works . • „ 22.05 INSPECTION AND GUARANTEE: A. INSPECTION and approval of all work shall by performed by the . ArChiteCt prior to covering. Contractor shall notify Architect when Work . , is ready for inspection. Cost of uncovering and making repairs where , • unins ected work has been covered or closed in shall be borne by tl , . Contractor. ' guarantee Period of , Furnish sh �vritte�n uarantee to Owner,fora eri .. one (1) year covering all defects �.n material and workmanship. should ' . p� any trouble develop during this period due to defective materials or • • , faulty workmanship, the Contractor shall fur tl cessary r furnish all necessary labor and materials and correct the trouble promptly an without R any additional Cost to the Owners r • Leave the entire sp•,LLL.rdler system installed under this Contract in •i proper working ord or whidh will give proper watering to all areas , i, of landscaping. I. `' 22006 CLEANING: After installing system in a particular area, Contractor ' shall clean up all excess dirt or debris from sidewaalk, blacktop ' 0 . or extruded curb. • 22 407 TEETIN1: Prior to backfillin each min line or separate controlled , e'a shall be tested 8' se •' for...leaks and proper distribution of water ' coverage to area in which it .. rites Test under full water pressure which pp� _ ter tv project4 . .� su lies Water .• j Iii h • • * W N l , r , Fa 1.YC! e @X' 6 Special ecial Section ' o. Page 1 of 2 • SPECIAL SECTION • INTERIOR COLOR G OUO: (Franchise Agreement) ' The intent of this section is to indicate a broad scope of color groupings to whomever it may concern, and shall be treated as part of the Contract Documents, , Wainscot: See Section Thirteen. Carpet, boothirg, tables and kitchen equipment, NICe . interior color selections The following three (3) groups ; ; g are a-part of-Franchise Agreement and shall be strictly complied.with. There shall be no changes, alterations or ° P I • g , modified adjustments to these pre-selected groups, unless Franchise Leasee has written approval from Franchise Office prior to signing of Franchise Agreement. , Any changes, alterations or modifications of these group selection It . .. .� shall constitute a breach of the Franchise Agreement. GROUP I WAINSCOT: Lamin ,rt #323, Honey-Pine Textured.A CARPET: Monarch : Quality: Scenario Royal 4131184 1 Color: Solar Gold 4341 width: 12 ft. Face Yarn: 100% Heatset C.F. Nylon. BOOTH: Seat: Waugahyde Saddle EX-54 Back: Maslund Ba-21 , Table Top; ,µ Formica - Design -890 #65 Finish, Buttercup Yellow GROUP IX: Wt,± : LaminMArt #323 Hone ' , ��Flne Textured. CARPET i erven (of California) a. Q';alit`: Imperial. Color; Crown Gold 42433 . Widths 12 f�~.. ` �a�rec� static control lid Face tarn: 1.00'% Anso Nylon with BerVen appr ail • BOO'T'H Seat: Ae;rflo Maple ., Back: Maslund Bu-21.1. TABLE TOP: Aura`by Congoweld, Beauty Bamboo Vel aw #z-O%-T.' Y• A . - m r s a Special Section r E . . "�. Page 2 of 2 . GROUP III: • • ' WAINSCOT: Lamin-Art # a .. 30' Ranch © a}C Textured. CARPET: Monarch Quality: Scenaria Royal #131184 Color: Foresta Rust Gold #4247 , Width: 12 ft. Face yarn: 100% Heatset CF Ny` la. • BOOTH:; _ Seat: Maslund Russet Bu-468 , Back: Naugahyde Saddle EX54 TABLE TOP hamin-Art #124, Cold Tapestry Texturede • F ♦ r yA • •' it . °- da • ' 'r • + ' ' ~ • .. d k+ •i .1 • t. o J). ZEti Sa Plate I� � D 11 A � 1, eta1 . , Y PageIoff ' q o• t 5 , 8,c/44. 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' 1' `�'' 11 ^ 1"•1 .f 1 , i 1 ' ;' ,Y 1 I 1 f, •+: ' a + • ot• ' • . r ,. �. yy I ; / I •1i '')' I�..__1 Spindles Offer Decorative Variety! , , 'ii.,ttt - 11lM#IM�7Y11.r , er i s '' ` Zm Wood Turnings pace 1.0f. ' , •,,; NOW AVAILABLE IN FOUR 'STYLES • • , All four styles are available made from 2, 3 and 4 inch ! } b,, stock, with finished sizes shown on the following page. , . ,1 + I ± 1l,1 «, Not all sizes, however, are available in all lengths. For , �. �d -, . . example,�"�� a � , p Colonial and Provincial styles are evadable from • i one foot to 3°O" only. Planter spindles in 2" come only in . • 3' and 4' lengths, while the 3" and 4" .arf: . g w available in g spindles'in the 2"3 , 4, 5' and 6 lengths Mediterranean \z size from 1'O" to 4,0,, p� length, with the °/ and 4'° avail ,'r; able also in 5' ;and 6' lengths. See Chart, Page 48. �! .)( 4 li.) U PLAN`T'ER SPINDLES i�c A design that blends with 6'ither'the Colonia', or (•mrroi,rinciai, and Nose' .,--..c.. longer gt required then mire available in ,� • . is used where Ion �.r Ien �hl'G are rA uire ( the other two . 4 • fl e y�.� � ■ MEDITERRANEAN • 1, , Definitely showing the Spanish infiuencp'�, w tbbi the knobs offer. \� ing opportunities for interesting color use, cd9 jl, 1�,,, ! ! ! ■ w COLONIAL • i i Round except for the tops and bottoms; extremely useful in r, •II er boxes. (:(��' •I, railings,grilles, plant 4 N S, �' '..� I' �'"'`,C • PROVINCIAL t ! . . S IN, j A squared version of the round Colonial, with the sortie uses, • . (� t 4• lI --. o I 1 It'll 1 ...-... II)i _ i , , , 1 . l. , . 1 1 . • . 1 I , 40. A- 1 . I D r ; 01111 . , s.' - _ + iii® _« __ . ',-�' I _ , i 11i 1 +w r Virtually ally daslgnw spindle may be used ih the applications� � 4 shoVVri on the 0a ages, depending'upoh the style dl detrora• "` r.�- i boil of the home and 1urhlshingsz These are meaht orsly as "'" I a feW sUg,�estiohs on ways to use splhdles, ,generally. I . 4, 4 ,4'A4.111410N. Before apeoifying specifying che' cl your su ppliers to ideternatlhe what styles and sizes sire airallabfe iocahy. ,, 4 {I ' 4iii4til 1l � „.+ th ,� 1 1F1 4001 4 r !'i , '�IIII LI�I�I�I.l �1YI U K11,,, r1 • 1 ■ 1 • I L�I'd LI 1 MC` i..► 0`A✓ P-,.a.- 3 V 16 1 ,4 tie e `,, ' I • ,....4 . . I Eimer.,s (GROUND SET) Flagpole Page 1 of i .. LIST OF MATERIAL y ill POLE: MADE FROM EXTRUDED SEAMLESS TUBING ALLOY No, 6063 TR6 AND HAVING A, FINIAL ASSEMBLY 351 EXPOSED HEIGHT, 38'6" �l OVERALL. HEIGHT, 6" BUTT DIA p - ltt TOP DIA.'W/ .18d WALL THK. TOP DIA. -% .-. BRUSH FINISH.S SHALL HAVE A MACHINE SATIN FINISH: EACH POLE SH • . ITEM E STANDARD FITTINGS ON EACH POLE . �f � PJ©. REQip. , FINIAL ASSEMBLY • • ' BALL: 6 ` ;. D!A, 14C A. ALUM.L M. M 0 U N T E D �, ,,' `. (I I ON ROD THAT SCREWS INTO TOP ' OF TRUCK. TRUCK: REVOLVING CAST ALUM. W/S.S. " I BALL. BEARINGS MOUNTED ON ALUM - o I SPINDLE AND HAVING (2) 2-3/8" DIA, .Lij cXa ALUM. SHEAVES W/S.S. PINS, `\ 1 w CD FLAG ATTACHMENT ASSEMBLY ' III HALYARD EQUIP. H.ALYA I t IO 5/!6"DIA. POLYPROPYLENE , BRAIDED ROPE. 1 T.............. _.{__. ASSEMBLY SNAPHOOKS BRONZE CHROME PLATED ---0- ---BUTT DIA, SWIVEL TYPE, ' HALYARD SECUREMENT ASSEMBLY li CAULK COLLAR _ 41 .e PERIMETER c` CLEATS: 9" CAST ALUM. IT'D.W /5/16" .6 DIA. FL. HD, MACHINE SCREWS. ' 2" WATERPROC ' ESCUTCHEON.....4;61..... CEMENT VA FLASH COLLAR: ALUM. O.D. SHALL BE (4) WOODWEDGES 6 I A M v `;; FLAIN,,,OF 4 LARGER THAN DIA. OF (BY EREC1OR) ' 1;,.<3.:,...),, TAMPED WITH . M GRO ND SLEEVE.. • ,. ,,. ',;:te,:;4;!;,:..1��";• � GROUND SLEEVE ASSEMBLY • . c ALAI SCREENED DRY l 45 LEEVE I6G4 CORRUGATI;) STEEL., I.D. • ,, � o�; ERECTOR � i - SAND BY ER , CONCRETE It2��4 OF SLEEVE SHALL BE 3 -4 LARGER THAN BUTT DIA. (REF FOUNDATION , ' °'"'"'? �! j �`'d MIC (REF. CHART _.. ,�; Q' FOR DIM.) CHART FOR LENGTH RE Q 7 � 4 STEEL. EDGES WELDED TO BASE `PLATE !0 �_ @ 9O° APART. 0 I SE PLATE: 2 LARGER THAN SUI•=PORT PLATE " SLEEVE DIA, 1/4" THK, EXPOSED OVERALL _�._ GR. , A B D I DINS .HEIGHT HEIGHT ELECTRICAL � �ERALt. GROUNDING SPIkE 3/4 STEEL WELDED TO #� 20�� 3' s' 30' X411 Ia I B E PLATE MIN. 6'' BELOW FOUND. _ DIA, S T 25' . 27'-6" 2'-6" 6" 36" 24" 25� 2e� 1 6" .1 ,� �'-OF'T'I(�N,4L: EI�UlP REQUIRED REFERENCE 3 6 36 24 SHEET ,ATTACHED, STANDARD 30' 33' ._ 3' 611 36" 24'• ~�°- ' ,I 11 9' 4511 3611 N I FOUNDATION SHOWN IS MANUFACTURERS_ 1 1 1 1 9' 1 11 1 • ® 35' 38 6 3 6 6 3 6 30 FOUNDATION � , 40' 44' 4 7�� 1� /� /� �.�� `I�rySTt�- ® 451 ' 4' .. 11 iI 36"_.: RECORII7 OoNtRETE ORk IS � DIMENSIONS ® 45' 49'-6" 4''G" 0" 45" 36" SP NSIB L T f OF OTHERS. •' 55' 5' 10" 48'' 42 2„ ALL EXPOSED ALUM, `FINISHED TO MATCH POLE; ® ' 60' 66' 12" 48" 42" UNLESS OTHERWISE SPECIFIED.' 5O 66 Ei ,1 6 6'-6"" 1� 4s ..,,,,12" 1 ,, 6 MUST bE ' 7 la 1! •�I 11 70!: 77 7" 12" 62 42" 3„ LI' POLES LONGER THAN -3S - ! ....,_ _ 75' 62'�._ 7'�"ii" 12" �'6'0'1~ 42 SHIPPED IN MORE THAN ONE SEGTION1 ALL ' .,:"full"".' ..�. .rillp:.:...... _.n, . -Rio r/pir. eit�l"- Ni$,vj WttPI A IIWIIANobIC 011 AN°1$17 D „ W1 Ut), 0, 120 72"1 480' FINIAL OAN ONj.Y UC SI�IIITI�EDD 41/A MAXI — IOb' 110' 1O� —iv, 7 it_ 48" LENGTH OF 33"'0/4i i , AMERICAN FLAGPC)LE. . TLS;t 47 M« .k `, ° DIV, 0 KEAF�1`11�E`1r`��'NATION�AL, INC, !:.1'4011°:Rs: FADI\T A1K1 W Ida f7RLIS6 CO' , .1 ) s , , ,. ‘._ }qF�K N0„ f�ING f�t�� .y �y�� 11 1i I.I.i:. \ ;'J1 a • 1�' W , y r � ii /��rr� j 1 gg'i'� ,�+� Ai�� C.�`.r.�R�.l� rr El n � I/'�G[:...... 1� � � ' • I n �". � 1 �, L^i.It' Fo .F.��ca�a--i v.. `.•'vcil Y `&I,..J ors k.Ln Elmer s, -`-. „w ' ._.+ :� .. i PANEL ' PANEL PANEL �'I: ° . 1.1 ,'Pv1ARKING MARKING... • MARKING -------- I i • QQUANTITY. /I ,�,. QUANTITY .. QUANTITY .—• • , '84 7_,,,,, -DWG. NO. :;DWG.NO. _... DWG.N0, ..._ i . • .4— -.°4-/Aii-""'" T 'PE TYPE TYPE s. .. .... - ..._._.. ..:.., ..,�.�.._.._ ' SERVICE Z 46 '1'G'"! SERVICE SERVICE VOLTAGE' ° °�a G44'. VOLTAGE y VOLTAGE w ®DIMENSIONS BOX DIMENSIONS ),. .BOX DIMENSIONS ,. t ' ' • . ' MOUNTING ' r MOUNTING r� , MOUNTING --- . FLLUSH SURF. ►r" ' FLUSH SURF. FLUSH SURF. _ . . ' GUTTERS GUTTERS E f TOP BOT. RIGHT LEFT , GUTTERS T TOP BOT. RIGHT LEFT TOP f3©T. RIGHT I LEFT i' EQUIPMENT EQUIPMENT EQUIPMENT GROUND BAR L GROUND BAR � '; ,� GROUND EA MAIN; MAINS Mo�INS MAIN LUGS�' FUSIBLE MAIN 1 LUGS FUSIBLE MAIN LUGS FUSIBLE t BREAKER ONLY SWITCH BREAKER ONLY SNITCH ' BREAKER► ONLY SIiVITCH - * * • DI ..Z.1 , ., i . .., ,. 4' - AMPERE • AMPERE AMPERE RATING; �. G2 t? RATING .. RATING / .. /,, • FRAME + 4:-..rrr_ ,.FRAME . FRAM E• `U.L.,AI+C.__ 'U,L.AIC U.L.AIC�.. �:. .�, ' CONDUCTORS CONDUCTORS . CONDUCTORS MAX.SIZE �..,:K` _'le A-4 AI or Cu MAX,SIZE:. .......�.AI or Cu MAX.SIZE •,AI or C,.) P:o/l, .44 G, . . LOCATION LOCATION `"' 1 LOCATION I 1 • • , TOP 1.,,..�..,) BOT. TOP 80T..'... TOP SIDI, I,—*— .. .,_._ BRANCHES BRANCHES _ BRANCHES I P • Quin, Amps �'cufe�rame, ''l1il.RIG., ®uan• amps I Pafe�Frame •i.1.L.Aid Duan. Am s ;Polar France i1�L�Alpi . . M ' "01 a 0 +. I i 2 I . J . ,4.. :„. . . I. . .. I . ...... I 1 iii S I} � `iii ri.1LY: , 1 X11 MI ' I r SPACE ONLY SPACE ONLY `. SPACE Ot\ILY i I , . ' C,. ' ' - - . ' ' ' 1 NOTES: IT ,�` r9 jj • I - I / • ii,' ter r ; ter.. ,.............. .,,_..«_. . .. ,.,. .._... ., r L L. . ARD 5C, 71riDUL E Elmer s PAGE-4•t•-', OF.._ i,„ ,, , . PANEL , -a PANEL PANEL . 'i IN, L • �, � MA,RKING_, h9Ai K I N G MARKING_......,„.—„--_—'K I NG�:,., ,_.M, _.,.. ,�. . QUANTITY 1 QUANTITY ' QUANTITY „� DWG.NO. t" &""' =,..,'r" .DWG.NO. DWG.NO.' TYPE ' • TYPE • ...... TYPE . . SERVICE ' SERVICE SERIPICE . VOLTAGE 1 . VOLTAGE VOLTAGE BOX DIMENSIONS ' ' BOX DIMENSIONS '80X DIMENSIONS ' . D 0 'ODE w 0 '', It 211 MOUNTING n MOUNTING n MOUNTING , . . ' FLUSH L._...J SURF. FLUSH SURF. t�.J FLUSH .__, . SURF. . • GUTTERS , GUTTERS , GUTTERS . . TOP BOT. RIGHT LEFT TOP SOT. RIGHT LEFT TOP BOT.' RIGHT LEFT . ' " . . °.�""°'��r��• ..ter.++�.�.rra..�r� w • a EQUIPMENT (._'_`- EQUIPMENT ----", I• I EQUIPMENT GROUND BAR GROUND BAR _ GFIOUND BAR .. MAINS MAINS MAINS • ' MAIN LUGS FUSIBLE MAIN LUGS FUSIBLE MAIN LUGS FUSIBLE ��: BREAKER ONLY SWITCH BREAKER ONLY SW TCH BREAKER ONLY SWITCH ' l i X [:-.1 , L., - El El, Cil . 0, ' : , - AMPERE 4A0 AMPERE AMPERE RATING_ RATING,,....._._. • .. FRAME•FRAME..,: FRAME.�;,..�......_._._ '1 .U.L.AIC 'U.LLAIC U.L.AIC. a CONDUCTO S ` CONDUCTORS CONDUCTORS MAX.SIZ So°MC'c' AI or Cu MAX.'SIZE.. CAI or Cu MAX.SIZE All or Cu - LOCATION — LOCATION II LOCATION ' TOP BOT. TOP SOT. TOP BOT. BRANCHES BRAN NCHE . . Quan+ Amps Pali Frame U.L_AiC 4 uan. Amps . Polei Frame a 6U.LAIC Oman. Amps Pole Fr n .� • 3 IC�Ili Coo I� , -5 060(,), _1/7,,. O. 0 .e/ ..o s .. f C .I.IM. 7 • . NII1111111111111111ES 111.1111.1.1 11N11=Ill.MiI.NIM.iu. ' ' 111111M1111 1 - ,, ,, . 1111111111111111•111 111111111 , . ' . .'. : '1 MIMI . ,111111.1111111111111 . ' MI Mil.....—.. ..— .: .' . laivalumilimmili : ��t111 '.' SPADE ONLY '. „ SPACE ONLY'. � SPACE ONLY . ' , . L2 sJ NOTES tE.[ �to 8//si6LA SE*C.`&. A14 1,1 . 0• „ . , , . ,,-, , • ) , „ , - ), ,I, ,. I,• Sys I • k • k 7 v. z • 4 `, .r. Ate. -.....w.v Li 41-Zô3 _2_ PAN D s N N N uLE Elmer's PAGt _OF PANEL PANEL PANEL • ' 4 MARKING '- MARKING MARKING r-'. QUANTITY _1 .,�...-----r .—..L QUANTITY QUANTITY__✓___-- ' ♦.., • DWG. NO._ P13.4 w-'2- 1 DWG. NO. 'DWG. NO TYPE N '. . Q o�-' TYPE - TYPE SERVICE 1 � ra l SERVICE SERVICE ;I • VOLT AGE 4►.✓- e VOLTAGE VOLTAGE. _ BO):DIMENSIONS ' BOX DIMENSIONS ..•BOX�DIMENSIONS •. 1I N D IM w D ► H W D ��N MOUNTING MOUNTING MOUNTING , FLUSH SURF. FLUSH SURF. . FLUSH I SURF. 0 GUTTERS GUTTERS GUTTERS - . _ TOI3 BOT. RIGHT MO= TOP SOT. RIGHT NMI TOP SOT. RIGHT I LEFT T EQUIPMENT EQUIPMENT r..... EQUIPMENT GROUND BAR GROUND SAR ,..__ GROUND BAR; MAINS MAINS MAINS 4 MAIN LUGS FUSIBLE MAIN LUGS FUSIBLE MAIN LUGS FUSIBLE SREAKE;R ONLY SWITCH BREAKER ONLY SWITCH BREAKER ONLY SWITCH ' ' . . 'I i' ,, . 2. ,........... . ......._ * Li ; , , kr- ', .. AMPERE AMPERE AMPERE ` , ' .'a!, • RATINt�,.1�..,, ,- RATING , . ,, _ p'�ATING, _ . .�;, _ _ � \' • ;' a i FRAME. , FRAME awls FRAME , `lIJL.AIC _ _ "'U.L,A1C. 'U.L.AIC • CONDUCTORS px. G CONDUCTORS CONDUCTORS y MAX.SIZE. , r'.,, ��' SIZE A!®r Cu MAX.SIZE: ,_Al o�Ccl 7. �. AI or Cu MAX. LOCATION LOCATION LOCATION ...,--- . .6 TOP BOT. T O P BOT. TOP E BOT. � „' 1 • ;.. ' BRANCHES BR BRANCHES .1 (� AIC t�u�n. Amos BRANCHES NCFpEa ' (I= Quan, Amps [Pole •U,L. . .. p olel Frame "t,I AIC. Ouen. Amps Pole; Frelme! •U.L.AIC ', 'r ; 15.r -) 106 1 MI Iiini . - . I. /' 2. 1 ' 1. ...� 0, � Imo: _ ,—IN 1 ... — = , — mil I ,. _................ ; arni . , ,.., . as —11 . , — ,..,.. ..„,,,L , - — , , , 1 , ,, \) — - —or , . 04—,.......si...1 * `:...�iwwnlln..i.,Ir,.rrr.wwldlrMF'JII.I.T,i/S SPACE ONI,Y w.. SPACE ONLY SPACE ONLY I ' 0.. ' L �.il.wwrari.r+r::sw.i:7 .. w.+� ' I y, .1 •041116 .... ()TES! „ . • h , . I . l a, J( A • P Q ro J U •o W , LL.0 ' ' d. co 'c�. t ,y_A yd:?, . •�:n:;ru• !-...•.. .r.rs......n......:.r�rerti��w�s.r«...� .....,.a,...�n......-.a.�...�».�.w..» , "'l -�... min ra.ariw.e svocs r sirs orzoma.uomr:avau A 14 ':'c'' Cl ".j ., r' n 3 �. x ao rr,. � p • M . Maunllnp - ♦ Refer to panelboard schedule for top or boNom Pan -- I Olrraclory feed,service,and lug size. Fnc r--_ MAINS; Main lugs and gutters suitable for �'' ;i I copper or aluminum wire. i l 1 BRANCHES:Square D 009 and 018 bolted,' ,,..-- t �m p-'°'i 1 thermal-magnetic circuit breakers- ' .. 'lush .c, 1 -- BOX: Code gauge galvanized steel. I C� Q I r FRONT;MONO-FLAT code gauge full finished „ Twf�luut, I H steel with rust inhibiting primer and gray i baked enamel finish. Fully concealed trim , , �ea 1 ,- d 1 . "' � g � clamps and door hinges.Front Mon-removable .: I with door Pocked, p . LOCK] Brushed, stainless steel flush lock with " 0 I NSR-251 key change. . ' i L--...— GUTTERS: Side--4" , �.-Boll,cl 0. End--8"Minimum(400&600A) - "Minimum(225A) T1i I H2I3 8',� 2% 2 LJ TYPICAL FR)NT ,� «e i-.rn:1 a TYPICAL BOX WITH INTERIOR TYPICAL BOX Flush Mounting 21% r " n ' , _,Za • SIDE VIEW Suriaco Mounting 20;y 1 Conter,,, y�: b M.:. �p Door liin0e� . . . . Concooled „4.1� A a tl�y+ 10 JW 3 4W Trlm Chlrnpo NMI I 125 AMPERE MAINO-1-JOOMCM/0 , Concanlrla k0, r._ _ " TYPICAL MOUNTING OF Q00'AN0'()10 OREAN(ERS ,�,�M II. I%TYpr: 12-142-tW4. 1-.4,.., .. &Int'1i� 1� �1 ±4 Conant:ti Kp. � �'�'".' p' ' 0 0Q (I,1j m rr,„:::, •Flwh Mounting 2I�i — 1 d • , 'r ! • Leal? p I °J:1 E:r� i* SurrOce Mounting 201/0 DoUC Hlntlo• 11 _ '�a Col'c �, 4 - nnlrlc KO, J) 1 1111/+1 rio KO '3 31 1, _ (l� 9 a i � 111j.,1 ,-, Concrad.d � uu 1.1 (11 TV Concantr a Trim Clangs ( 1r713W ap 4W r,, a TYPICAL ENOWALL . ...... __ - T TYPICAL MOUNTING OF 2 Q10 BREAKERS 4J0 AND 600 AMPERE MAPNS-2-500/0M/0 - ,.0 O aN/,i2n/24oV, 991 0 3W,OIl DO Mir njN> '30 3W,040V,l(o�AI1'S/N) t TYPICAL Wir;iNG OIAariAhiS tcEY Medr6IONal B'( DATE TYPE �,r"' 5, ;Juw;'`., I1 C..2i.1 444Vi� P NQOB PANEIBOARO :. PBA D-1i52 T ti3U tIDP'E�Q UlP?,iEE;T DI�ISI0�1 , 0,4 y1 r7 OR AMP,141AXIMUM MAIN LUGS uAr. 66 AXIMUht BRANCH POLES D , ( . ' 7 • 1 ., u c,,, . b. . 11 h n I n s t . .. ,..,•,;, a .,.... ,,:, D` D I 44 P . n . . , A 1 o tl . ' . ./"1,t1'' •' '. s �''� ' •4-1'-ZO + ...,...9• ,' . //f .. i a ., t l;r.-�. 1 • Refer to panellyoard schedule for'topor,boltom it, ,, • feed,Service and lug size. t. , 41 r_ MAINS: Main tugs and gutters suitable for ° . r -�2"-1 copper or aluminum wire. ' , . '.''•' — _ �2/• BRANCHES:Square D Typo FY, 1 poles Fl!an r3 • I Direelnry a I .` r..l;t:axr 1-t.,,,,..., • FAH, 1, 2 and 3 pole;and Type KA,ICAH,IA, Frame �-----�-�"! _ LAII,MA,MAH and Q2,2 and 3 pole thermal ° a-Point Vault I ' magnetic circuit breakers. tilH.ndiu Loaw BOX: Code gaUgo steel, wifhou,, knockouts, finished gray baked enamel, removable end- ,• w'alls. .1' .Trio IC:mpe I g FRONTS: Code gauge full finished flat sfcol 1 r: H r--1 • o= with rust inhibiting primer+and gray baked 1 I 1 ,%..enamel finish. , . L.-.J t, LOCK: point chrome v t.. finish vault typo with v t SR 251 key change. ,» GUTTERS: 1 Side ,� 4 BOOA Max.Branch- 10'r,Min: .` i,u. • �V',.... • 175A Max.Branch— 4"Min. + .• -" z 1 e End I 1--9K--.1 Opposite Main Lug— K" Win Lug ---12"Min. • TYPICAL SOX WITH INTERIOR TYPICAL SOX TYPICAL FRONT GIBE VIEVrI' e< • k Ca 15?13W,t20//24OV. • Flush Mounting e;llr k 2W,21tIV,(Odell•S/N) M! el�ld ° , I ` --Surface Mounting 4E%" 2W,?Gt}V,DC(On it S/N) n , OVH •t CI 3G53W2 .Q .SJ * 363 3Vil 2GV,(Omit S/Nj °�',i ~,- " ' • . E -r`L.r 38aW;.iUOV,lS(lorgil S/N)? ra ° �p ...._,„....._.1--, »-/0 r ,i,4 3f 3W,Gu1V. Ornit S/N ""4'") r1 , •- / N _ ..� 3m 4W,27i'IgUV. u, t�' j c TYPICAL ENDWALI. ""-TYPICAL MOUNTING.OF FA,FLAN,FY,KA,KAH, �T„...,1� . LA,LAN,MA,MAH AND Q2 DnEAxElls ci..,,1 (KA,KAH,LA,LAN,MA AND MAN DneAKEns MOUNT ONE SIDE'ONLY) r ,. i ,,, � . r TYP ICAL WIHIND DIAGRAMS " -4,'"'''0 KO.• nIVIal I0N. , iaY 0ATIt TYPE 9t3 Z..OadF]r-in ,i\4 "" 11. 11111 I•LINE TYPE HCWM PANELBO,4RD i110011011 EQUIP IEUT 01VISI0rr rh., - 1200 AMPERE MAXIMUM MAIN LUGS " ' 800 AMPERE MAXIMUM BRANCH BREAKER Wa°.+ PBA-218 ....ZC t -' , • -4'.){h•,4„'Y' „ 0 A i , ^ It • n • ' • " ' . . v} to .I 0 ' d t,, 1 1 , ' . 1'1'w' 1° p'J,+"1 ' 1 r, 1 ,, ,', t r•1•%•,' ,,5 r+ w Irons rrrr��+l++�Ir.•�. ,,t••rJ ,1 a Jr' '.,w • '1, ,- ,'1' A, ' , , , ,V 1 , .;, f' jay` .1 s t r r% ,�; .` ` I r F ` r' w 'f I flier C» ...+ ..,.ry i rr Yt, t l :HUIC3cIELL lighting divi▪sion m m' a J,i t.I fl,,, I .. ,7 j 1F ` 1 1..•( 1:'♦;.J f J',4 ', ! ,' .' , t , �''i j I,LL'' i" II i.�lr IdfIV'i��l►�+11fr'1�./3/�Y.A�"O '7 tI - a • i ` . j ., ,t f ,,, • 1�t'.r,x. rA r.�lsl say «:• L'� `` 'A., ' ,+'1� ,'.r 1 '1, Ar 1.,;'.. t 1400 to IVOi� ' i4, y. 1" L', , i .trl t i'''r' , ,i 1'•;., 'i i, ,' , ,.�n''., 1 Y i t.. y ''';`1,' ,r . 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' ' tl , 1.1,� !�' �� " ' . i1, ,y ,. ,i. r.. .'if' Tk 'i• ',le, `ti ►5� "J �J*,,,at' ,. ,. 4ar�;' _i ,l «err y, i, w '! . b y ,,1 ', ..f, {b i ,;4r , ,r yr, i w,. , •r..-..r.n'�".r".., , .r17 ,?t„ i 1, �''Y y, t ,'. , t,' ,► r'i 't■ t%`e rr :tir, t. yrlf .iy i, ,r.' 1�� .r''1�, A °i. . t y, a M r .t , t'� , •J' y 1 '' 1 I„ :y '', I ► •. ''•i A.l yh .M1, ',` t r v:,j't Y ',• ';,r ..b '; Y a." : ::,} •'.' ,, ' .,r:.,:.,!r..'' ��' /• j :F, v "r r '.,' .�` , '' 1 it r, i'A,t , ,,"^ .1 yi,'' ..,'f .1% '''.1,'$'•" u5 « ,rl L'''1,-4.:.«,,,,,"""'"ya„+ ,, , rt 1' r l;z, 1 "1,, 'J i•+! '7 %.t!:,'. .'r, r t .rl ■C •'„ rT" 5 , �„ t ' Ili � '1 It t `� I. ,A r',f t 1'w .Ad.�.7, ..,.,�. ,"'� .111, r. r' , .;� ,ijx 1 ! 1 �,) I • �i �'rt Pte; 1 tia•�r +!: r;l' $t I A'lir�`�!'�. j"! �r {` w, , ,'t.»!� �. r •J'.,.r rf. .,J 1 ,∎: t 'i',,a'1':-r ,, } 1 d y ' •,1 t 1 I'{ •'r l S' , �...'.+"'"r+i 1 i..1: ,,d• ,, ` ' ) ,, �. 4. , t' { , �l 1. I, �.., ,, ']x. 1, 'L ,,+'.' ,, 'i•.1J •', '• ';'•-,;i1 ,'.'r�,':,yt ''',t, '11, 1tz .:-.,.. ,.,,{', 'y`t,. i ff. , ,1 "", '' {, 'X 0�.1.11,.11+s. ,.4.', R. ,,' -,'' 3J" M ! }' i� . ' '"/d r ., � r' „.. .1,41.4 r I f 1, � . ( �� l►� � ri 1 q,,:,,' i'1 ' ,w 1 r r'A� +" ��lC. �, 1 { '1':f ro, ) �,-�df'�" •. � 1 •,,1!` r • i 4i r '• ,f I.-, i i:15 " 'C ',,,•;',1•^'i ii`!li.i 5•. " ', '}, ,,,, r•rf', a{•,,,, ,f r, I�'r., ! • 1 S .• !, "r 1+••.ft, Y•ti t .:p , t ,s !". .' • 'i • ',•�,',. I y',, " '`' t.' r '' '' 1y, 'i.,�,iF1,.,•,r if •1.'A,� I. ,f, ,n •••ta'^tip:,1 ,1' t•,0,5`. i, +:' ., ' ,.. '7; a 't• d "I`, �.a ii'• } ',.I'. •.t ,'1, i,•+!.1 '.' }+,'1 ,'' '1' •i��"�'.=.u,, 4yin •, •,\ , `.' ' ' �'" F) „7� ' '' ! 1 ,1'rJ.?t)i'i,,, ,,•*,•. ;.rt a,' i,J i,,,I,.., Cf•a r, I,if i :yhj',r'`i`,'bI1N. +t• lt"'. 1 ,Ilt`✓i �'�j l.r r • r, • H•r. „., ," 1 ,u q ," I r .. 'I... ,f, t+ ,i L' ./1, -, I,' r,.�''j' \ ti • ( t c� � '� .�LYiii jlY. t _ `f' .t►: ,„i�s.�vdi=-� s'''""tiwnl�leraucwn�t4lWwrd�arYY ":""6""."'"7"7"'"''".7"'"'"'''"'"''''' _- .+au:..;:,+..s+rlftl�r,rn..•..wi=- slur.n ee...'-_ _+.:r..i,w'.+«..L..,.r.....w•.".. ,.1.' . ` 4 �.n `i 'u. i.,�� ' ''1 Y �, l'•,r 'J'i'i` ' i..e " 51 ., •' L, ,4 ., {4. n, 'f'Y 1, ;i ,'' i xd , ',.';'L.'`, i 1 -;M• y, y ' Eff ri nt performance and unique functional design are combined in i Fri t ' the NEMA Heavy Duty Class MAGNtJUTER II Series MC,Ideal for,` +1 A },, :'� , y f�;"' • + industrial plants,stora9e areas,loading docks,,sports areas,p.'iris, ";, t { ' .'rr' i'"j }'ll, it ''I• 1 parking facilities and public buildings. Man. fist 595 t a` !ab 7 r r •t .• 4, , , '' ' , f 4 1 !a1 IEa.S l Access,Dosr-High Strength d(alncfal Resistant -tine piece • e f,:, r �' I i,' , �,'��b,rkt , ,1 1 ,, ` i i �4r/la 1 t , cast copper free aluminum(less than 0,2%),mounted on two large +1 .'• �.-__J 1 m r hinges with stainless steel pins,and secured with over-size captive' jt,«I�' 1 rr, far'' l'1 , ., , �,. t'1 . �. J , a ill 1t. i• • i'' screws for quici,access to the interior Wiring compartment, lamp f 1� f '.0 „r t •'lr J i > ' ' r Eaand reflector areas for cleaning,,lamp installation and service. .! fir 5 ;, ', "''"";"7""'"416 1000 ,r ;, ra 'Secure closure. Integral wee ter shield hobs for Increased light, .A •` ' I :1 tit " ,,,. 5WATTS C ;1®30„,,, , 't'', + '' Housing. ,}' fly,.i,• , •t''' .. t'` ,.,r. ',., ,, .„, i,, r yr• ` t,' ''.,, h aluminum(less' hous housing heavy .1.e Casts Copp4�r fre9 N, • i r. ' I � h I �� tie Rugged 1Meathertl ht t ,>, m m( s than 0,2 fo)housng for long life includincg corrosion 5 "Pr l.'i ,iz ;,'r * '.�� , J' ' ' ;.r•Lk"I 'f 17; • „ Y c e ,y�py.� /r��j++yy ,, it"LP*.®•,JULIGH i 1:',. 1 'r' r,:'�•' 'Y t ' '4'`1�t•t 'a'•i r 1 1 +•' � J" 1 '' r' !• ,..,' `t,r • �,y" 1.M 4 '{ t,.',,t,, �,:,,�. r:;;:77; ; ;::.' .! f 1 "' .,i1 r • 't ry�i"�' r• T/,+, �,�, t ,1 ,■,r,jxlr,l,t r :r' a :-} 1:ll'::.-r,r.l 1+,;'4t��tj "1 < <':2 .a' ? „ ',,r.�,t „ �h��.8�3D L.L�` �1 �It111'f� divi.�"IG19•U '". S"r'4.�J y Nl' Y+ ,i`)',14 r, ` ''+.r.L�.G..� YM ''I -S j... ,' '� , r^• , U VAPOR ti. L �� • h1ERC RY I, • Y ,+, r . '401 to 1000W W , 1'4\1' r 'i, t,,i, d,i ,� I�`r'�.r rj' ; , r , t• ... ';; ,� r , • nm�wr,Jr r ' ,�1�'sY' �j,,`�'11 1. ,`•r.., ' r • • � � ,,� ,,r+ t,��i,, r y+ y ,.,(t•„•",',•:','y/ ,1+. ' • Ai.'s�I;"Of1DERING INFORMATION ...,,9t:',„..„', ,... '+r,L,:fi` '' „A " PHOTOMETRIC DATA'' '.1 '.,.c, �,;t, +• ,r„' �r y ' 1 t'+ ALL FiXTURES WiTH TRUNNION MOUNT: d , ,� , '#'+ y”.•., "'r M rt Y •' y S' ' ., r''' r'� " "'` t,'",t.' ' N y ' . , �, P TYPE:PI -f art COATED fiil�RCtaR 'VAPOR `; '' Y ` 'M ,•` ' r '.,��' °` i".1.,""EFFECT. LOADING ',4 v+?r..'. ', . t,,.7 �.•! 4G0'� :,.'� 1Q F . x r"1 CATALOGI '",`,,WATI'Syj"BALLAST' r» OJ,AREA.INDEX ► ;: Yr .: i r:,",.: ,N'f0,,t!,l.s.'WA'TTS ,• * 7:47,,,,:::T-71.7.7 ',, r,, NUMBER •.,4• 1A{T, ,�� ''.' ,•. • r "� ;'yx, �' Sa.FT, „,..,•,•,,!, NO,. r Beam Spread Horizontal +i” 123,t)°,c �';.� 129r8° . 11 r " , + ', `r, w a R peam Spread':Vertical - „,,A,111.9°': `+ •.1'� ''.'•'129:3° � ., r"''',. "I. MGM-04000.0210 , 400 Nonce , 34 t, , 3.0 ,,,,;,,, 43 , c t.�;! MGL-10000-02X 1000 , None 45' :, 'y, i4.4 ,tit 64 1 Sears Efficiency , tom, ' 60.296, `t t` i'Y N�,, ''64.6% , `, . ..,;',.'.'• '' MGt<.7=04000-52X 400 ' NPF •'•,.i'45 '111.A.'•••d 'r Y"yr0 ,tr ,1.. 1 .._:�.,, 6 ,1`,,r „i.,1 ,+r Note,Test data taken, with 1,Kmp in centet socket position, `•, + 1 ''MGM-0.100C-lax ' • 400 41 r CWA ,, 48 t '' •...3.0'y1 • ,','�43 v Y,' tY `1 ;,,,,l.:,,,'�.ar,,�1 ”: .,ir. rAGL-10000-92X 1000''y HPF , 68, I d, `0. 4.4 „ t''' � F•'` , �" 1 * ?, �+ ,�'. A �" I' a MGL-10000-12X 1000 •+• CWA t 21 ° t.' 4,4 ''' 'PY�ICA ELECTRICAL DATA ,a, 1 .,, , , , t `' t ▪N,PF' rr` 1' " h4:o'.F.R. 14' 1,'•1:",'1 For remote ballast operation, :,: :•} "t a '4•,„;.1.1! ▪ MERCURY'• ` + 1 ,. ... �'' `+r `�� ;' i....,''‘‘.'.. .��. ;� „�r VAPO r',,,•,'�SALLAST;','Y C.W.A."`BALLAST 16ALLAST , ••;, Ali'C.W.A. (Constant Wattage Autotranstortner)and aHH`i4 P.Fr(High Power s,i:„a . •• .ti,t. '. °;Y 120V 120V 208V 240V •277V 480V '180V ,t; :' Factor baflastb are available in the follovvin voltages,120,'208,240:277 and , . 480. To specify, substitute the following numbers for the,last digit in tbtl'” '' 400 WATT ' k,:►t , t• 'r .k' +• i ,;4', 1 t'•+ ,.,,w Operating Watts ' 440 f.s 455 1455 455 455,.455 ,r,, + 1 # catalog number to indicate the desired voltage:1.tor 120 volts;2 for,208voltsi y,,� 11,� „ t _ �. �• for 240 volts;4 for 277 volts;5 for,480wits:tiwi1^+ua0120/24QYt11L4;7,farCaa ',.;►.. Starting Amps, , ,`" 'f'l.0,,f,x'`3.4 (°.,1 1.8',1.,5 1,0 •,;.• ;,,,;,a 1,,, , y 208/277 volts;81orQUad Tap'f 20/20t1124t><277 volt;, , !, ' ',° „', Operating Arnpy ,:�. 3.9 2.3~2 0, 1.7 1.0 ," 'Q • •• '; ''•' 'NOTE:LAMPS NOT INCLi)DED .,,1 ,1 ''r s!yi•;.... : I�:,"i1+.11e.'" ,(!'d ,i't 1000;MATT•'�� -rt.r',1.?,•;,r"i 3y.,'Y,' r „,, � t ' s "1,''' , , �: � }IA,IV1 +i " ,k , I. t � , ,i' I •.r �' ' rtt �� ti Y , ,a} 't. r %' .;' 1 Operating Wat1,� I 't ,'Y't 1' 1,,• 1075 1075 10751075,.1075' .1050 ,l•f ',,..9 ',-�. . r . starting Amp I ,th el +K', +A,3r,25 2.2 „1.9 `i,2 4.6 , OPTIONS ' •' ' 11.••$"'.. tl , .:��.�;7'', 4i •' 1+,; Operating Amps' y, +,l,,«,r9.2 5.3, 4.6 4,0.'�2.3 ''`,2,3 . ' / ' , The following factory applied options are available With the Magnutiter Hal •,r, •Norrnal Power Factor,• ,,,j" : '9,,t '` , + I "" •• • 1'11•, 1,�. , 1, ' :,., ,. �, -, options d • . with thy± fixture .6y adding the',',a'' "'Constant Wattage Autotranstorrrier. ' ,,,,•,,,,,,' "•' r' r,' + Serves, These o lions must be or eta„• appropriate suffix.; •L,.+ r •... • , • N '" I.M'' 4., j .a , + �'•'�' t t' '•, .:�• t : � �; , � • � ,. ., ., .;,•,,..,:?'''.} �� } i�t1 Nigh EvwerFactorgeactor �•' a r Y.,, 1 �1 a .�,'rf," ; ,,, ,, , ,r•1�-i, SUFFIX �'' ,,' • DESCRIPTION �,±; `,, •4 ' r ,1�',,' ',r:C '+ '. ,, ,i v ,• a '1,• ;� , , �.:� ••I S O IFS,°` :: ,,, �' '''! � ' • The following accesso , ' " g d mounting bracke#s rare avaflable for i tY• t',. •' • 1 .3 foot 3 conductor"SO"cord ,,, , •' '1 r ,1. series.,These accessories roust,be ordered separately.. , 1,� rtes a•• 11 1 '';, TLP :i'TWISTLOCK4'NEMA plug for use with Above Cora Ma nulfter Ito Series n ' #,, '', "�t]SS ;''.1 Quick Standby System*'"Incandescent t artz lighting'•I,rr H ''c; ", ,'' 1r 4 'LOADING '• ctrcutt , I , , , A, '• 9ATf1LOCi. rt I{ ,, y, }•. ,, ,r, r ''"•,a"v",' - ,i, A . NUM: 6R c. , ';'r f7F,„,, 'TiO 1 , Iw',n +,. :WT.. 'INDU6 .1 , r• -,�,• ,• a , P t , r ,.,, y' ,F' '.. , Sin to fuse ,, ;' •• II'` , '�''�t x.• ,: .a ' g 1 NO. • ,i FF Double fuse r.; r , �''�r�%, `,I▪ , ►, , '. ��”• I PC11 ' r, i., stfpfitte r V ^ TWIST-LOCKS receptacle f OS-285'v volt photo '' 44 2 C, `` " r'' ,i't , '�, • al t ,� 0 4, �y K for 2�i O,D:tenon ° `tK,, ►,..,. ' �:' 04'1 P r i Steel ' electric EEI-NEMA. I I .,,, ,, ° It ' ` 'PC4 : TWIS ( ) +` •;: r,,1 jlOw+�rit�"Y"' Heavy dlrtysliofitter,>sliplit323a"O,D.'i+,t'i I :r� ' , ,r T-LOCKS receptacle with photo electric control, ) y•r': and 2"0,D.tlrnon,plain cover: ''. ' 'r. r t e, I r .r ,• v (EEI-NEMA)for supply voltage 105 to 285 volts 50/6Q 4o24HT!PCs,Same as 40241-it9 except plain cover '• ''2/4, t, , d..,,,,,,,•,•:+,,,,'>' • i , '` '1 ' " Hz,(far higher voltages,consult factory representative)...,. ,', 1,. p i, I r�''k` r ' „ n. 9 Y rY • r SC receptacle';•, , '..1.2. A• ,, I' is replaced with ,`V1115TL� 1,'i.; , ; _p sorting cap for use,with•PCR,receptacte.• ,r ''.K4024PCR listen bel�Mt. . :' ,:l..,,, `w:» +', , ,. ' ' •”"SOCKET,P SiTION(field interchangeable eable•cenfee to standard }`., ,.': ' ,+402410•tom�F,Same as 4024HD except complete ,' • ,.44,„,,,•..4..," a ^ ,� - ' ' 4'I1 ti, },' ORWARD POSITION-wider beanp-change,poxt to last digit irtcst,:.„ ;f C' ''+;„wt .,b,4�4c01.1 TV+!!S1'-LOCKs pho cover• trtC, ,'#•h”..+ I° i ;,', ' �" , '.,.+,,,, ' r, nO,from 2 to 3;e.g,MGL-10005-'�,mX ,,,*K•,:',,, +"• ,jr++""1;,I 1` r •" 5 l ,"'' • •"r j 1'105tr8 avolts, �1�1/i1 Cr�ver fOr F Y".. r�k�,,,r F1''..4,..‘,, .' r `" � HEAR POSI'`r10N-na , ! , '' �'ti ', ,,• t r, ti,; .,,, 105-285 volts ' 1� r Y:,•. �r ': ,• '� - ,' t „L4 '+,. . rrowerbeara'-dliangenextfotastdigitIncat;hA,t, I., '4024PCIi ,'f. .,Coveronly for402414:7 with integral •':,V.4',,.r' M'` , , ` '; Ir'• '« ' from 2,to 1;e, :MGL-10t10C..41x.7' I`« 1t,,,"''t "I . !+i', t' , ,� 1 ``" b It'' g, v i j I'' I '1 ' .0r,, „ f g , TWI�T•LOCK ,io5-gas volt' ;4'' y 1' ...1 Y',1,1 ''r ,. { , A. ` •^ ,'Z` 4..., rl"'I,l':>. , WI,. , ',. ,•.n1, + tY''«"1 receptacle '',, ,! +, ' , � }: 1, '/'r,a rl''" Y r, •t'6 ' 1NIC, i• Fartory installed concealed vvi« 0 • ,, 4032 Heavy y 9 S ' OPTION " ' ring'"' . table pal. 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