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300 W Airport Blvd Plans Howell Place
f t s e m' '7+P f r P ° ':` tfI :j ,e RZ'I. , ; + �r r 1, t `bs ', r �tti ,i It {;' P t I" fY° a "� � t1 'r I +� R f 4a i1 a '. +r t - 1 : - � A ✓'J .-; ,°, E i� i i Jtf �J b:� ) 1 r. r.G h i x� ;,', Y. .. 4 ^. LL( ..g�iP �.., Y-1� S. ..tf , � fI '� r 3} iJ 'fir 77r y.. i6- : M " I + ,: r .. Y ° rll '�� { f .I .rl �j y r. r ' 't ' r ` ry r 1 (� � 1, f .. ,'� .' , � r + . i P 54k i �I j1 f I ��, ft', ; 1 } M •i i I• r .)411 {'! - Ho"U�I,�I � FUR ` 51 N, ;6 tc Uu :� a �A�N vRp L�R�'G?PA F�F11 40W L; VLQa�. P� � HFad ;� ° , ��.i ,r , I �I ,' F , Y t'P J I:. ;.I I II r 1 S S P E. C l F I C A T l 0 N S'j •-:, 1 1 5. y: 1 ! t,! { { 1 'j...� - y 1 { ,. � f•. �+ ,1 •. t �.,1 if I+ a ��fI ..; .: _,;,. ... .. 1" - ...., :r. .• ,_. , 1;: , t... _ .. _ �- d: . '' r ' , ., {. _j , ..., .: 1 t t: ,.i. } . ° - •. - - ,. 1 1 j �� ) 1.'! 1 1 ., ., ;:, .,.:y ,,: ' {:'.: +. ,. .�,::. .4,' { '��. 1 ' -� ` .� ,: =v .•1; - �y I f' , �. y A, .. . ' t . „ . • 111 . I. ,1 j ± _ �S E �' N 0 - _ ti, 3, .. _ ., 1 - , �, '• f+ ' i `1. j" + .�' }1 i } +�, f . .' v, . ., .�- b ' "it. l ' .t ' ' ., R.D.,OUGLAS ROBERTS,JR.,REGISTERED ."ARCHITECT MEMBER OF, THE AMERICAN'`INSTITVTE•OF ARCH�IT,EC:TS ••N C B CERTIFICATE No.6639" 1'' ,; 'A 2739 LARMON,DRIVE, •' POST'OFFICE BOX 4oii: .NASHVILLE 'fENNES$E.E 37204 . t, 1 .. : I ,i „ m �t I' C' I , ES '' �� FSA TSA AC-1 G�RA` ,, � 1' + • ��� I f I �Vi�NER e . i d n I ., 1 r r ', , -. A.RCNlTECT j l+ ,, r� ,i, � + { � 4 :� { y GO-JTRArCTOR ;{AGE!NT) I r 4' S 1. n i 11, I I P f Y �� , a ry ra r t �� E ' _ .:� fJ r ` , P ! + f' i e 'r� } II f 1 I i 1 u q �fl rS { { Y. • L -� Po �6Pr y, K e ."t � � a P�{ ".+ r a : u. + ,� r f f �. ti �� ',��xl �K �,f I ,, �r, f { V , f �1 n j + ;"; d e �� ;, ` v d� , �Y�YP t r 1y+ F f - �� + rC 1 I ^' , M r t.., 1 �.�, ,. Y i ,� T t t } y\ �, t Y r 1 5� ' d S t tr r x .vy, r, °� t .. e, . C _ . —......... : �, . ,. ... 1 lj-Gain we rG 4t., ''.-,x:. :.4?arllf?iPGe 1.0I1�Q`,':d GiV } ?.� ,ciI�, kc,um4,I tmn, cis-'ul�.tF�au e �t ;t _ 1 d C '{ 1 _t I 4 , ur uppia Qr sY>a1' c ,,L x to his work with thy`1. ' , ;4 a � i y, and �Qctl cages Vi T.nte�'�gxellc�es' dui ` J" a ,relaealgd at hls awn `:,expanse h' 1f Act r`ed'artac.7Qs` mGitera.al,z dhd O'0jp. e1. t shall' + ,, - r, c�tecl used, ., 11_iealled' Ind Lli,Qndlt;tQr>Qcl 4t C I eC t 'C� °,: ,p`, e- to'.,tYietl(,PQ .trary. ,;,J)I!iCxOp�l,ilQ:_.es sl�al1L".I rK`;.;' , itf elf dec: slQn,,5. t;; t r+ x f S is 'nab :the intent, of this spec k cat. bri tQ �� axiy partzcu>dr pia '1:1''d,avJ Qz's �xQct,;'' iz^Yzde ` ""' S° ,'�, s all azds,o ciµalxty, s.tzp, �lild�.,tyl�e Qf ec�1.!l PI T'_ f' is Q..11,pdit� dual a.fiy wx,l,l ; be" -on's x d red I7 I vp ed a'' � s <, Gave iilaitex Whlch 1v�11 Mea ly zndae to pec . c� ,{ ', , submt tted�.ncl w x.ttei do axe �a It r:c ex veil ,}� ' fi 1 U y ,� d , i, t .i, ,, ., s ght of•frc'e= Sua,table £ox the mdn4i, Qment o��I Yvx h „' `tayput table, .desk, -i1es, ,plan, _ k axt ;4�, ; d, s lnal,,i 4ibd ,t the j9. sh e. Zt sh 1� be:, , oo lqt lc , + f;4lc.h.x�ontrti(tIt, : sha11' px'oVlcle1.11 ai>d ' ,, rrlatex l al s : Qr e lu l.pmQnt fls nec ssa y` Qr "s' made.avaz,Lable`� by the Qwrer , Resppils tbl`la ty "11 `;, l �cl ,m�lt:ex rdls a ax cluzp rient 'shdl] ,'.b� that Qr " ` - 3 ,ii y e iGlo'se l wca;tl�Qxproo axleti' ��lc t t;L ) , ' oll' ?eaiilply W tYt local" rI I.QgQ atlolrs,1. 1; x ll�'(s) ,shal l indl�e x x dr came Its tivi t'h the; O' 1.1 h ' Ater , electx lcity and 'Pthe ;, util�t l e ' noce'ssaxy" , xovaaerls nldzilt�}�n.�°hill�s„owzl Sc�1Q1d�n :zn' sex exist Tlg'tc.odes,lland �s �>tr�e tlQ respanslbzjxty ler sons::..1 The ( wnex . '.�xr�rd/or ;hzs ' a�eh xs 'to „ �� , I.,.,:� , Y. Ilg ax' 9ll !IFJln ;W1,t7Ll rlQC QPr )t.xrlulGCeCr s; .. .:�r , t �. .r{. z , " , .` , t 6) cap es tU Ar c iiitec t L QT approya l }p t', } y > Lttlig c�xa�art;s. 'cvlll!:be'��ilexa�. �i `dfiit` .',,. r:, rL, as . +; ay the �retl�tcct, tuTiQss lie has zn tvr�trzg cdIle�x �ttenfizI.o�l to„ ? ;� trnie a Fubml ss roar; 4rrlcl sec4�xec1 wI'� tteri dpp>`Qvdl„ k M ;' ' ` <,` avxde' �w� Q'' X 4 ;. 00 ,X �� �� eXCG'x lar .,l)' YWQQd 51gIl I1Qt11tCC11 ; ' ()," }, €,;, 9 Qt;- `tP the street and ,paa.r>_ted'white or .stdpizng Q plastic t h lil t r �c b, , tYie grchx-�Qct, ' `in t Q tlp� er' r fight hand car nQr . `3" ;x Qm , , r a111. o- r'; r + `' f r k141 1 e , o- 31 - , ' , a , t ,, x�cQmPlx.4Tl(;e �f-:L 1o�a c.C?des,�nd llealth� Safety apd1. Wel£axe . _MJQlAt,IrMbejI�g the rQ ponsabrl� ty of each `tndxv;rdu�l' uQnt'act x-, tit x V 1 z , , 1 �` 1 �� ^ 4, ii 4 J t = x' Y, t 7 ` % i T'.1 1 s a r y �At•c,ht,eQ. tLjTal Afl64 tli�rrl �},��u do �tlr n Asso;,tat.i6n E, I.Q, 11tlerxtan`�ssPcla�lQn 'O �t'ate H:.ghway QEfrGxals , l lex an r G. rep 1} tltu ' ,,. ;' "1. �' l , t f ;{', T ,Assoc It b ii�Cenevdi-ont.actoxs QF Ane .z� , Iris n \mQrr cars Jnslt l W o,k'Ar�,1)itect� ,` a ,• ., x�. �. �` illQ> l iil, �[� t��L}te^P `�tef3� CPris xu. tlOn `v. �'11;fl, ,� UI� "4�rrieracan Soc xet1.yQr Zesl ari' acid NI<itx�I.di,s , �; I}le, A p, I �Tit,nSG �Gu � �Ir:iill; , p ,� �� , AlltQT*A ali,n 4VoodldPx;�C, [ns.txtttte r '� ,Amerx.can WclxlY �Soca sty , ' Etil. " °'x, _ �alciwl chloride lnstl,t,ltp �,',y GPiTunexca a Stanc axd ,, �- ,' Go1.nstr'u,- xc it S )ec,l i'a�ca fi,,ox s lPl�t.ttute ;' rf' F,; a , , sec, V q-ral Sp�� 1.Eacatlor s ,, .- ]?�deral Ylol}sa.ng 'AUtht' 'L ;� . , y ,: �, , ,m , a, i,kFlcitr>C7 5;;.'J9 ers'$sadJc4txan t it k , fT Gypstu� Assoc rat:Qn ' ' ; ' , 1 r Tnsutaort:a�}xcl ,lrlst�tut , 1, 'Y Ieta1 ;L41th NkuruFaGtti ers 5soc, atxQn , ' a ` s Ivy Nat.�omiP .t�sso' latx.Rri ;'Q-t �1-r'QtAitQcfit>xaJ 1l( -;uru ac uxex IEi ` } ,I'L 1Vataandl Gpl�,rete l�ld$,Qtrry '�sQC:141tr.Qr1 , "o M Q 1 z �, ;' �atlo�.a,l F`'T�.``�XQfiGGtl011 I�S�Qc.1�i1 �Q1�Ll t�+1 \, Nafila�ir .� WgQ , MdnuPact lre : Associafixort f. �i r l 1., s s ��,a r � , (>`�IZUI .� Steel 0,06,k ill-`lnst �tutc �,la�+r - �` , teQ dots ins k ittrto1,111, r �`>� � � a �y Sot>�fihQ to S tdnd� x�d }3><q . d rng� CodQ�� „ ' ,,, , v O C,Qunt .� �,01 ,.,�Alriex i cd , ax r. Y= Unc�ertivrx(t lz oxatpry ' "" E i t� 'p 1.xted States �pdxtinent ogx�acult re r *J, .� , �, t,a' a 13XC �V�1,zl -�l, 80i,I o Al`�ll�,'Vl' Al . UY 1�16 ;, not :Jibltt,e to, pxoiltl1.rnary s;'Jte lvQr , .layatlt�; exc vat oa, ,, ,',t ,`; ,nt, x,z�zsh gr4lc xng axrd ,athez rolatesl I eilis 1 sl1ewn at inlp red �, r �, r �ilalxty c11 '1 x1 l . ,llieeting dc.c elat_lled st�u,iclaxd5`" c,.l,tecl Y)elotL �* �l !l ,urnx,skli�x'glll lllak' rr.als essenfi1.aal to 'bmplete lob g' ' ll > [repje a, extrane9us 14t�rter�,�ls (gxa�s .leas, dO IJ,$) and'. al '' xj Exee c k objectlonal�silbSQIf rooks, toots; ar xoEus� T ul Px detr rl nfi to "heal:thy p�dnt. growt�x � ' , kh. r ouQd �x y r rt ul rav 1 x �, `:, ` t l Pl; �' e g� c,x�irshed, sGQrte (3/4 tP.blr �/2 d wsth 1�� ", tQ `3/4" =st' or gt ,l 11, na :ailst � "cr.>ishor x uv.g ' , 1 tld tl tack eptlb e t'o �S 'xel c enti. F'x�oc tar �, a� �. �bir4a, ,y tiv,1tYl �ipplx,c4rble ;it ecQirurroncl fi ion` alxc z eclLq* , rlt � w 4 ex mlbas , ,Their ,Areverl � ran c IC C0116' xn� f3Ul C 'rugs'! by ' I>`rlll1.et�n 4+.1Q „�`�' ., j - t G PY ° ! Ja {�. ,, r \ t , , <,, ,t, 4, r, �n c plplzarlce 'witYl plank �lrrd spec r , cdt:iorls mpetin the ` t , r. 111.1 mend4tions� o.the A A S;fI U ,': C,�C�: ,' a�jcl �1.5=' �,�1. �� ' erv4�tzoT1}'ahc� dr i, ,z x.b, rtToli' ap fiopsPl:l :Sir zl) ',topso�i l .�ronl , J1 lsty Qrlil y flip+ x.i�;;1 i4 or [)aver afeas am 'store; In Gin app;%�QVCC ,' ` ' re lisp, sukf'zcTerlt tapsorl'; is clot avaTldble on;srte pro ;!, QthexF,�aogrces l-1 _ .,�ltutl ,tltrcicn"ess of cotiiPac d toZ�soill ort , Fi 1 fed ^ dx':e�ts �4} l� be s rx xnc'h6's (6' Pr10 to pldcilig; and s flip Sttl,sol ,. to a`; lll.tniiiltull cl pt I QF four ,inches (�"� ,,.1 rx y ;'7�a�ataons Q vetkrc�> dncl; hQra,,zQrltal xe7erence'paiJ.ts' " ' ' + Y < da sc repay re5: ! , I�ptec t i eFernQe, ,)o%rltr oir} dzs,1 Qc4lton ; '� ,` ' catch`the b�lzldig Gteutafiely o:l thesxte,accarclTng <tP t}e °,. 4t s ibstu4t'j.al• faatt , ". bpaxd5 gild set gr.�itCQ -9, U Qs",sec.urely� }t ,� ' ace int3l ;'tbux ld� ng cpr�ters and Yla ghts .a e pe,ril��ne`ritly b 11, L 4t i rstPr age; and .WoI Cin ar Ca9 tC� cr1(A� C� 1n eZ FEnTenCe,; , LY1 � ' , tLQzts, N4filly;: the Axe h �ect,.when ayln,e out ;;"is slbstatlally , ^ ` "' ,; not J'roc e cl wz Gh, wP < w, 'J t it , laya�ng out has burl �rpp"xovea fl 11 roj)&Ity, , 'au CoAAI`t Vac.tol ''shall, l� akcc i t2ee'Sp allcl shfL'lbs, x` ' $` ``0' Gtlrt, :;1v> thin ulf'., WQr k'rlg FatiCl Spx dC'"� dr eFl 1'x'event dctljldge�' tq��.1�11 ,' ,' k'���j all exa sung stxuct4lx"I Ies,' walls ;and pd'ir.riga; �ralil c�iinae by ' �ecltllprller�t }fixing tlaG�c : U Ux`i irl�lr 4cancL t� o .;G1r1y,; cldJrl�l e'd..` ,, ., ,... !` t i" c ^,t , ii w c,,r J , ' ,+ t +;;a 4f>, , +< , i ,, 7, . , r , c t + r ,s f � 1 ' I �.{ J' ,i<'Cn fi^","V�;`3"'? T,It „ .. "^*11�PP 7 f�,T1 J(�Jl� `.� 1 t I' .',' .r� f r i t Mr'•i,�r''� ,�'l. 'xrLF^ _ {f}!}ryMp .i �. r•S r 1 ! f rJ� PT r 41 ,r y t✓i.. - , '�, a,r a , r 4`; , 1 ,,'� Mtn e Shy �, r " �_ � ?'f A K,_r4 rrA i s.' J� r `r` , •' -" C " I D' s „ ar = ,r 1 1 7 r 4 Excavation Excavate f'or 'buXlding, ��lncl�tdang.trepc�hes fb footings, asp ° u,Ti Gate AEI' excavat.rrq fox tivh�it vex ttrpQso wlthihi of 'the �,exteraor walls of the bltlld�ng and 'for a:'clrstance' of ,•Five feet (S!-U") r e •red within' Orel saki walls:shall'be tutclassl'�iecl Shotllcl x.ock b encourite oatlrig 'tienctressha11"be ,rrernevecl to ;[I depth `ef ' ' be1Qw ,e)evat iQn, t of bottar `,Qf foot xng' and z epl�iced with clean `dry sand Keep : trerr�hes a rcl .: ` xc4lvated reds`" free,: from excess water Grace` to clral.n °surface w4tez :a vay l�omYpxcavlt�olis', ll`isiritLlte?tunplxsxge� a,r 'dx'atnae, to prEvent ec c es�. VQ erosi Prot t` -exc ayated areas ,£Xrom damage by we�Gt}ler .or st rtiGt ton 'work Arly;: blast xrl shall ' be one. b ` e:cperlencec '.povciermen c1u1 f g y Y r authoz'lZecl to use e ?1Qs�ves Store arrd:>handle e,Xplesiues as xecolrur<enGled In the "�i<LnUa.:l ,of A&icl�nt' Pre,vont' on iIn Onst-ruct on? 'by A.G.G'. Pxei are bgttQms of 'earth tze chp`s; level to ;within l/2'' per, :feQt ; G}laiige .,elevations r by rghit �iriglecl Steps, tee trenckios in lnc i'einer�ts of ;" vex t really aril r{ 4`r'lorrzoatally as ,v111 be cizecteck Fill any ox�oss 'clept}t in t'xencti,, ere 4Vra zOris 1QW I. ti atl 6" `below bott6up of fQQtingS;; Wlth LQ()Q ,psi`. cOnerete 5 ` "` Shore ctnd IISQ` sheet 'p1lxIig aS rieCeSS.ary ,tQ pS V0n1 •'C aV1n Cover, .:holes:` and r a r errs hes ,when ,work 15 nUt°ln 'rQgress �I�ence„ Qr barrzG�lde slarrp c hange p r • . - '', r >p p�apt t}�at axe more than ,.,;feet in he 'g}tt PrQtect' ersoiiiieII�rorn „ ;'in ux y �rrld: �x Q er t r rlilt�i e Ko►uove• ��abiuz Qned or ;nac zve 'util J, Y l p Y g. Cl, a tlM1 n 3 t poan of less thou `foe Qttside the;bu��dxng l;xnes,.Suitai�le:cap.;or, :`,plug r elrtanxng encs ., Repa T t encounter with atzve'u�rtxes spend �rtg tri�fixuc:- taon:>Erant"Azctitect'��and ;the..Utallty Gornpanyr,nvoiued 1 ' 1�11C1 'azzCl aciCf111 �'1fc1r•dx'eaS 0�'�XtTdneQUS nlatter,bP, ore fLllXrl a r irlg I?ltic,c: ,fll `"j•It even layers approx 6"'ln de`I�th If tltcler `pavin °rld^ bu tic�ing c om is t 'toS uiaxgltiutr cen'� ty kefa r e ne t: 14yex xs placed 1 c, Rec.iC arge'r thGui 3 %rr dl irneter' net perm tt,ed jn, top I?!, Qk, Ei1l Ixl�tall i r -iSlr71 c:Wvel' or r ,TUe+�'to °1=j l ie ' ta- within one ;.r,xlch Y�er' .foot Slope s 1`1' Q ` Ci) c11XL'' st x' c1Ge `W t�.x llti,rEly from :l�tla ld:ing UQ 1Qt st.ax t f tiling. Urlt l l Stlr`fF1f,eS , "' `tQ be'�. GQVexed have laeerL, a�prQVed a; t 6; T)a stz�zbut i qn o£: lap`Qa lopso tl shall be slaxeacl t� a t}llc kress of not ' ` F ] se s 't all a er al Tsturi�cl ores nczt` covered bjr buildzii by xaad,'and/oz " park;Lng arQs15 'Q, by walls 13r;ing,. topsoil to� g'xacles tncl: catecl on:'PXot' PlaXl + by l�reacliayex•s, "Gipra�c: 6'; thxc l�ii`ess.;4vh11e 1QoSe, tilers coknpac:ti>GTg , 1 to eten`tk�at It wi11 not rut From `'passes made ac.rpss t'by eaxtli' itoving :equil1unertt,.: LUor k change 'of pl�lnes ''into si11QQ . I y" fl.0W1ng.'curvecl star ac eS: D1sc t and h0n x'aiCe '•4#ntrl , zQllri is f r t�thXe Lind Well, pul'verizQci witYi -all ingt�ec,tents t'' ux1cxrn7y-'lrltxe<1:wzth` soil: SntoQth rind hiuld rake: tlat1l.'surfces present a' `srnQQ;ttT`, ,trite, ' e,"varl ,g `ade l�r ee-:' £r oiii 'any 'rock . 12,i cJi anle'te r .ox' larger. Pczrptxs+l~i'7l Instal eontijGrcteci gravel ar: cri:ishQd:`stane,; thtelcness, as inczcatecl rn. Q_ .lnte:riox slabs,' cgtnp'�1Gt `to eSp' A A. fI C1' method 'I'-99 J SQ tl, `I r ea Went ;`. Treat cler slabs soil earth a uz Ux c art_h _(ill at a rate Une F ga an per.,lQ sltlare' legit:` �reclt aourld°_'extex rax .otulaation, wcikls at a rate, '^ ofl..Qrie a11on er 1 2 .1 ne r1' feet' per _Foot 'o.f 'wa11: ciet�th: ii stiallo�tnttezich x g p 2/ F `Ire�rG' porotl5 fr; l at„4 Fate of arse . ga l let per.;:7 Scluitre`; Feet, Nlax chernl� al s vlttr 'soil d.urirt Jacicfi ing `Treat vo1. hs qE trrtit. riasorixy loundd- c , tior]AWalls`at a4ratG OF:one gaJlQrl.Per'.5 ltne;al feet Treat'�lt, eXpcinSJrQn + oa n s corldu r t:s grid �i 'jng, .:througtt s l:abs,' at a rate o£ arse gallon pEr a—h } l P °` 2 feet to 3 l e`et 1 r;orrl subj ec t r . 04 RE,rE. FL,D,Rh U�.lti�[1�I}S Romb"V` a11,. excess 'ox' non-:tts�tb7e .matezxa1- enLunexateci in f ti Sectt4n': From's�te'prornptly:'ta pzevent large' acctunirlatXQns. Pravide.:pxoof: , Q ;� all:.test 15*c irccte( to''lireet .the xQqulrements' of tklis section. Seal treatment., io be :d one b` a ar co n: zed / terpi. to treat rleiit con c Zvi 4 Y g t t P inY, th `SVrpty l�oncled GLlar�lritee, i pav i0 t 2 li, PAU 4G (BITUM [NUU5) Ol . SCOPE:' All ''p IV�L g zn° e onnectxa)i with, th new sLtriac a rig, 'r esurfac,ing Qr: z el�a it ing 'o exs st ing stlr£ace as d ii ec t l by , ihe' bwner 'as cteeined i ecassi�ry : a the px o j ect . tulce r a '.sepiate contrict '' '(lcicl alterriate) :I}re ':l"zlnzt�; of the: paving-!are..i>ot r%ec:essally • '' ° de,E utetl �n ilia plot plan Provide tut.pr�es £or adclYtiolal;'wprk as may:` be "II xetlaxed I'} xs lvork �icltrelesfGas Course.„arse Surfzce; Couises `d ! 1 p a Qr park ng , areas " r aricl oikier drives 'a ncl tc ated `pis paved Install grid niaintair> su fF'ic u ent c,x Lished stprte> ,,,at proper c levatxons an areas `tQ be ;;paved lritet , tQ a f Eq'rcl:•vehicGlJ ar a:ccess ` ,•:r " ` ; , tQ' tile-;lauxldng aril ,necess�i�r'y pa�kxng,; , , , 02 i�J1�1jE3KlA[,S J ''lYleet recluiz,ement'skat l recairuner,lCiatiom3 QF,'appl ca- e`portions of �r° ,' Stan ar s listed% A,�1°S li 0 AG C.'',S';`I.l�l, !1 T,`, `C:G`.I 'l'l�e materials sl all' be :in accbrclance with'; State -[fig Uepartinent ;and .E1 S.E1,0, Spec Ea�c4it arl 0,; .,INSTALi1`l'IUN Sha1 be done, zn.accarclance with 'State f-liglivay Department Starlciaxcl p cx a;catzori Submrii propasecl,specElcat:on foz review with, bid proposal, r z , ,' Px e ate sub rr de - - ' , o , rough atxd 'fin r s}i . grslcl Lrlg in prepardt ioii .for ' pav:irlg, j { , cOrnp,ztpg':,tgS,a $tar>clard aI'roctox A: A.S;ti U;:, `T. JJ 61,.'Method. A, i 2. Crushed l xnle toi" c base sllal l be v" -. th.tck 'after compacting .; apply in , twc even l ayexs, r coiupact: n etch, ` Gomp ct ttx>ta l ;r1Q crQep or; wave • .>,s.,sho'W' R. ahead °of; roller Verret ion groa .plarlc >'hall :'not be riiore ,than. 1/Z irlctl ` in feet .� .,, Surface. CpLI ses: Usk 2" thick- plant: xe 'Gtsphaltsic colicxete' topping.' z�me' ase'course with asCahalt':'pxrrtrer �tppla.ed'"at not less than 0,3 ;gallons g per s,�luare iyarc ' RQ1.1 surface:`flni's I .to inifox•nt racle with 10 ton, Mauntzn vartataQn fYotn a plane': notnoreJ than;l/4 ilc}x ail'10 "feet. ,Use zf, e�ciruclec� 4000 psi'corcxete curb as shown` arollnd par:kirlg'area. Paint 4zncfl `+ 1 w lde' °pax it�rigk s G z apes as, ;ilclicatec, :,;usirt; pavement ►ilarkiig macrline : Use apprQred br�uxd rear karlg pant r Iti�QU.[:1ZhtilF�N I S 1 ' Cleaning }?asl�aso o. excel, .pavrrig'nratei leis and debx xs'' away frarii `s.ite'. t Burn Iig or ;burying riot perry►'i'tted on site r rr r v , a 5 1 i " r < , , , , f i tit, 4 f rc i r ys 3�f ( .DIVISION 3 �,' PO[1RLD `CONCI2E'lE s ins accessories and other related I7. : SCOPE: Cast<xn-place •concrete, reinforcing toppings, , 1"`toms; including;; but "not linuted'to. .footings, :sidewalks, stem avails, floor slabs, flooz•;' to iir s; structural: bealrrs; and bond beams; and colturrrrs. pp g. p2;N1�\`lR[AIS: Shad be clualaty cont rolled, meeting accepted stanctarcls latest editions, c ltefi6e �gw;. A.C. and,, Subsecluerrt approval. Furnish all materials essent to ' cariipleteob Portland,�ement - A S,`l'.M. C 150, Type 1. Orie; Brand. Iii,ne Agi`eate A.S.'I":NL, C 33; natural surd, Coarse.Aggrega e: lA.5 T.M- C 33, gravel ar Crushed stone. Water.: A. SI.M. C. 94 paragraph ' (c) clear and drinkable. IZe riForcing: A.S`.'1'.,M. A 615-40 or A.S.T.M. A 615•-60. Mesh:. A\ S.T.NI. A,185 welded wire fabric, domestic. U S.T.M. C 260.. E\ i r Entx ainl ng bent A �drrrixtures: A S "I'.NI. C 494, with no chloride content. Accessox ies : C:1Z: S. T . "Nl�rnuaI of Standard -Practice for Reinforced Concrete Construction Galvanized Igller,e:exposed, - Fxhanson j'oant' fillers: Exterior A.S.`I'.NI. D 1751 i "Interior A,S.'I',M, 1752 - 1/'4" ' - Curing Compound:. '. A . S,, T Nl C 309 '}'ype 1, clear or transparent . Sleeves; Standard plastic inserts - Membrane ' =+Polyothy:lene film, thickness indicated. °;letal .Dividers keyed j in. - 26 gauge galvanized steel. 03. I.NS'i'E\LLATIQN: Sha1'1 be complete; per'for-med by mechanics skilled in their respective; traces anc shall 'meet tie duality standards of the industry, subject to inspection �iiid approval: Meet x'econ>irrerrdat ions of A.C.I. 347 "Reconunerrded Practice for Concrete `� Costr uct farms of clean straight lruuber or plywood, tight .-ormwork." b eriotrgh, l o prevent leakage of water surd fine materials. Brace to prevent sco"lorat.ons or, distortion during and after' concrete pouring. Earth sides r., , may be used:,fox'-forming footings if conditions are such that accurate size grid shape may be ot�tsrined, 4Yhere form oil is used, 'remove excess before pouring concrete. Completely assembled and erected forms shall be ,approved before concrete is started. Reinforcing Meeting requirements of A.C.I. and C.R.S.I. for fabricating an , p<<cing forcing'. ing. Place reinforcing accurately and secure in position to prevent displacement. 1,ap it edges 6" minirntun. ` Secure r approval of plat of reinforcing steel and mesh prior to ordering or placing of concrete. I requirements- .3 ' Einbedd d Items:. C Oordinate 'with other -trades. Mcet •A. C. r of t y trac es that have work to be embedded in concrete in ample tune to permit;placrrg of items without delaying pouring of concrete. Pipes, other than electrical conduit, shall not be embedded directly in concrete, Sleeves, anchors; inserts, and other accessories shall be approved, place.; before concrete,houring is started. 4 Px'oportiouing, Structural Concrete "Laboratory Design" conforming to xe- gitr se strengths as iridica e on plans and submitted for prior' approval. irx accarclahcp -with A.C.I. Specifications 211, Repast batch data fox' standard cyliricler raid slump test for design mix if- reclt fired, Cement, �ggregate and . water to`attain the required strengths shall be determined 'in accordance clients shall be weight -batched. Slt i�ith-'A,C.I'., 3:18 Article 502. Ingreurrp: Hole' -to minimum, consistent with Workability and in accordance with strength requirements )ixposed exterior concrete shall be air -entrained from ' 3% tP. ,6 a by v0ltune, 11 concrete s ia11 e 300 l�si furless otherwise indicated. { Submit laboratory design on all mixes for approval prior to installation as regtiixed, .5 Mixing: Ira accordance with A.C.I. 318 Article 602, arrcl A.C.T. 614. Mix anc� ctelivex ready -mixed concrete in accordance with A.S.`I'.M. C 94. r ' ; 6 - Placing: lrr accorcance with A, C. I , 318 Articles 603 and 604 and A. C.I. 614, - ecornnrended Practice for r�4eaSuring, .�4 xing and Placing Concrete," Handle concrete to prevent aggregate "separation or segregation. Place concrete (.: in coritinGrous operation until section being poured is completed. Effectively vibr�ite or , t�ur►p ,concrete into all spaces of pour, Use pencil type vibrator.. Placement' of concrete sha:il not begin- until forms, fota>clation condition, [; reinforcing, etc., ,have been approved. .7 - Finishes: As indicated, All exposed concrete surface not receiving file ' ans" i�Te�Etiiading' shixll be sealed. - TrowelFinish: Free of marks,and pin -holes; mech. trowel, etc. .F: ni.sh: Coarse sand -textured finish. gloat Finis: Freei from depressions,. smooth and level. g s^ Sightly rounded edge tool at all joints and slab edges. Start curing ;as soon as free water has left surface of concrete. CUo r a rtLinimtun of 7 days. Cure with one of methods listed: - . Water Prtiof P1laterals: Cover with water proof 'paper,or : 004 inch ' polyethylene .lapped sealed, and weighted. Mairita:in turbrokeri surface during curing period. - . Lic{u d Cont��oLrncl: Apply compoLInd according to manufacturer's recorrunenda- tions', 'Permit no traffic over compound during curing period. �.9 - 'Protection: "Provide hot and cold weather protection to prevent freezing Or evaporation of Water•as follows: Recommended Practice for Winter Concreting", A.C.:[. 3U6. "Recommended Practice for blot Oeather.Concreting", A.C.I. 605. r, r No cutting of concrete, without prior approval.. 1U - Cutting and Patching: i. Remove,., c e ecfi.ly vie or k to a -miniintun depth of one inch Witt slightly turder'cut sides: Wet surfaces -to be patched at least 6" beyond edge of patch. Brush thin grout, or equal, parts cement and sand, into area to be patched. Patch with'ntortar of Same rimix as original concrete but without coarse aggregate. �. Compact patch 'into place to exclude voids. Leave patch slightly higher than ,s , adjacent urfaces .' After initial set of patch, . finish to snatch adjacent similar surface. Use pressure gLrrr Or device to force grout into t holes that pass through, or deep into, surfaces. ;1 bYater'proof ing: Shall be in accordrnce with Section 7-B. 01}, RELATED REQUIREMENTS: Essential to the quality control and organization of the project. tavoid o aid delays in work and to pi Delivery and Storage: Schedule evcnt, unnecessary aCCLUBUIation of. materials, Deliver packaged matexia"ls to site innian.ufacttrrer's original, unopened, labeled containers. Store to prevent damage .to rnatex'ials or structure. Store cementitious material in dry, weather -tight ventilated space. Store aggregate to exclude foreign matter and to maintain gradation. Do not store reinforcing in contact with ground. .2 - shop Drawings: Nleet requirements of applicable portions of "Manual of Standard ractice for Detailing Reinforced Concrete Structures": A.C.l 315 and 'the requirements or General Conditions for Shop Drawings. 3 ,- 1'estin Testing of the cement, aggregate, reinforcement, crud other items., E s zRa3 '�e the -respons:ibility of the Owner in conjunction with the .Owner's Laboratory testing representative. Make three (3) specimens for each first pour Of a, series and two (2) specimens for each 100 cubic yards or t : ; fractionof each days pour. 'Cost in accordance with A. S.T.M. C 31. 'Test for air, content twice from each day's pour in accordance with A.S.'I'.M. U o reports following each test will be C 231. -.Copies of the test inb aenc} I g sent to the Architect. Remove and -replace concrete work that falls below indicated' re tUl-rements. ,4 Meaning: Dispose of excess materials and debris awl from site. Wash concrete out of trucks only where the Owner may pe-rirrxt. 1 d 1 1 +; D[VISTQN -4 ;, NIASONIZX :. U , ;E 11 rrla onry work' r.nclucling .but not limited -to, brick, stone, concrete loc ., mortar','` wall, re Lnlorcing, wall ties, through -wall flashing, splash blocks `` �urd'other' related: terns necessary to coaupl.. the project as indicated or inferred �'. in he"'contract doci.unerits. ' 02 N1ATER1.ALS 1tileeting 1 he 'rec{uiz•ements and recommendations of applicable .portions i F :o ::.t re 0 1 win "sut dards.: ASlM, : SSBC. i Brick: ` ; :2 : Concrete Mason y`Uhits: See Elevations :t'or special concrete block. desigri in, walls. 1 :Load= bean, b'lo� k - ASDI C 90 - 66T Btlrld ng I3zz41:.:''- A'TNI C 55-66T. .3 N�rtclr,;:.- STf1 ( 270-64T, Type "N" 75U ps:i. M=>niiuuun St'r'G'.Ilgtll: T (land Cement; <`Type ''T''; ASTMC :1.5U-66 0 Masonry'Ceincrit, AS'I'r41 ,G 9166 - Sand, T atur'al- ASTH "C 144- 66'I' r -,.grater - clean, clear,. drinktlble - Ilydrated Lime, .'Type "S", , ASIN C 207-49 i 4 : Reihforcirrg: Masonry, truss - type. Dur-O-Wal with 119 gauge rods 5 - lVi11 �r s: Dtrr=C)-(Val' rer.,tangular colrtinuo�is tab=tie , 6 _ eirr -orczni;:;- Bolid beard ASTbI A 15�-65 domestic sizes as shown .7ean�rig dents : "Sure K1ean" by the Process Solvent Co., Inc., or equal .8 concrete: vT 8 clay, ,3000 psi per ACT 613 and AS'INI C 39 bond beams and block .l:i'11 shin' (head rnl,polyethylene 9 g ) : 6 Ae 10 - -Splash, Blocks:' CS 5-06T 'Type U-1 .11 aterprao See Sec tion- 7 - B .12 - Stone:, . -L-f indicated 'onplans) Submit allowance per ton with:bid proposal i ,,l3 Lir— r stone: (if indicated on'plans) Submit for color selection j 0.3, INSTALLATION.:,Shall .'be done:by competent experienced journeyman a tar:' Use mortar composed of one Var•t Portland cement, one part hydrated 'one rind six parts sand, by volume. 10ptional uses one part masonry cement, and ' three.. -;parts sand; .by vo"lLmie, measured damp and Loose. Mix materials mechani- tally' for not less than 5 minutes, after all ingredients are in mixer. Do not Use mortar that has begun to set or that has been mixed for more than one hour, a _ Q1ean:.mgrtar boxes, at end of day's work, v . 2 - liaying iMasoriry : ' i a. Lay block p;1Lalrb, :level and true to line, . bond, as indicated on elevations., Align on exposed Face or' as incliciated. ' ..Jcir>ts: (Node: See plans. for blloc]< i.oints to be refinished flush).. -Fin sh black'Qnts which w.'t1l remainxposect with a tool, to :�orriL � concave stirCace,: I'oo1 vertical joints fix'st. a r - , Finish. flush . j oints that.will not remain exposed.; Lay one Course to', .8" vertically. c. - ;l)�inrperl (i<isoirry "(on' mortar faces only) in hot weather immediately before . laying but without .rrlasonry carrying surface water. Use jail;er fiber ', brush �applyirrg water faces. d. Laying Up: Lay hollow block in full mortar bed on shell surface and: at. ends. Ciit Lhi i.ts with power, saw where cuts will be exposed in finished Jf�. work. Lay. out 66LIr5es to minimize cutting and to avoid jLurrping bond. Cover tops o:f wa.11s at Arid of days work.' Lay no block in freezing " weather. Pr-otect block work from weather' or, construction damage. `7 e. Reinforcing: Reinforce bond beams, as indicated, with base lapped and ' protec:tect Install a minimtml of one. #11 bar per, 4" of -"width in bond'bezu.i. l Fill with not, less than 3000 psi. concrete, One (1) bond beam every eighth course or as indicated on drawings. > f. Cleaning: Keep faces of masonry free born excess mortar during their construction...•. Rub exposed faces, with carborUndwu block -or concrete block to remove Gill rough surfaces on block or on joints. Promptly clean masonry that" will rerirain exposed with fiber brushes and clear water, ' Keep masonry thoroughly wet while cleaning.Wire brushes or acid over 10% 1 by volume are not permitted. -Repair.and repoint defective work to match' - adjacent similar work. Replace broken or damaged masonry and discolored masonry that will , remain exposed. Masonry with open cells or bz'oken ends exposed not pox -m. tted. g. Wall .R6ihforc;in �: TTLrs's type orr 16" vertical centers of joints with splices lap '' starting at first Course and conforming to recommended; wall thickness. h., Lintels: Cast -in -place, one course or two course-s-high or as detailed extencrfng,8" over sides of opening, reinforced as shown. 01. R ,11-J I'ED 'REQUI WiMENTS: l - , Construct 4' - 0" x 4' -.0" concrete block, brick and stogie panels . to show work- manship for approval, do not destroy till job is complete. ..2 - Dispose of excess materials and debris away from site.. '. 3 - General: P4asonry work shall` be coordinated., with other' trades prior -to. the _ construction of all walls'. Scaffolding :shall be maintained in accor•clance with: authorities h4Virrg jurisdiction.. Work. shall be laid out to prevent unnecessary cutting of block. ;? .4 - Savings or additional cost to allowances shall be properly credited. 3 DIVISIOy/5 .- A,..: STRU(,,"I"i1RAi. STEEL AND 1�t1SGBLLANEC)US METALS 0 E: This section includes, -but is not limited to,•structural steel beams and -colLuilns, loose. lintels',base plates, connectors, handrails and erection of all such materials ar d,'Other related items necessary to complete the project as :indicated by t 116 Contract documents. 02.' MATERIALS:. Nleetirig the rep{uirements and recorruirendatioris of the Following applicable par:io of standards listed. ` i .:l - 5tructi, t*al Steel: ASTM A 36, Grade _'B, ASTM A 572 Grade 50 or 60 as applicable .2 - 9-61ts: E I:ti1 T- 307, AS'T14 A 325 and ASTNI A 354 j •3 . - rTic- elding E::lectrodes,: .ASTM A 233, 1;-70 Series .4 - Paint,- Unexposed, (below gtacle)' - black asphalt base paint ASTM D 1187 y o ecl (above tirade) - one shop coat meeting ASTM D 11,87- and ASCI - 1.24 . 03. FABRIC1Vl'ION ' ERECTION. 'Meet -applicable requirements of "Specification :For the Design, 'Erabr .cation and Tirectimi of Structurral Steel' Buildings'' by ABC foi Cabi'icating .materials of a Structural nature or• use. .l Form materials to shapes indicated with straight lines, sharp angles, and sltiootIr Curves' Dr i.11 or Punch holes and smooth edges. .2 - Weld :permanent shop connections in accox•dance with "Code for. Arc and. (;as ;f Welding in Building Construction" by AWS, High strength bolts for permanent connections pei-mi.tted only with specific approval. Grind smooth, welds that will be exposed. Conceal fastenings whex'e practicable. Punch or,dri:ll for tempoxary field conrrections`ancl -for- attachment of work by other trades. Fabricate in shop in as large assemblies as is practicable. .3 " - Provide temporary flooring, bracing, shoring „and guards necessary to prevent damage or injury.. Secure partially erected steba during interruptions of work.` .4 - ' Set metal work level, true to aline, pltunii, or as irldicatecl: Shun bearing plates with metal, and; grout .Solid. .5 - Weld field connections where practicable in accordance with AWS standards. ' ' Grind welds smooth that will be exposed. Conceal fastenings where practicable. � .6 - Flame ducting of steel on site not permitted except with specific approval, :! 7 - Secure wood td metal with adequately sized Lag screws and appropriate washers. Secure metal to masonry with embedded anchors, sleeves, and lead caulking, or cement -sand grouting. Expansion bolts, toggle bolts, and t screws permitted.fol, light duty service only, 8 - Do not cover• metal work :in place until approved. ;{ .9 - clean surfaces before application. 'Paint as follows: a. Clean surfaces before application b. One strop coat all metals c. One field coat to all. field welds d.. Apply one coat of asphaltic paint, or equivalent coating, to altlrni.num ` in contact with steel or to contacting dissimilar materials, and below { grade. 1 e. Finish painting covered (order Division 9 - Finishes. -.' 04 . RELATED REQUI M"N ENTS : .1 Shop a)rawings a. Follow applicable portions of"Structural Shop Drafting" by A15C, and meet :requirements of General Conditions, as supplemented, for Shop Drawings.' f , b, Show locations, marking, quantities, materials, catalog nLanber's, sizes .and I shapes c. Ind`icate methods of connecting, anchoring, fastening, bridging,- bracing and attaching work of other trades or to structural supports. Iliaiv .profiles, sections; and views of items especially marlufactux'ecl for i :this ,lvor lc,° at a scale" large enough to permit checking for design confoYla ty i> • an ma r•k sufl;iciently; to indicate comp:li�ince .,lvi th rec uirerncirts of t these. ` Speci> :icatiolrs ; Sholy su:fr:iciert dimensions to avoid field calGula 'submit;tal (ions. Cheelc'Krucl appiove before SECTION 6-A: CA1ZI'I iNTRY AND MILLWORK Ol. SCOPE: Includes, but is not limited to all labor, materials and equipment essential to the approved completion of all structural framing, blocking, carpentry and millwork. Installation of hardware, setting of door and window frames and installation and coordination of related work. 02. MIXf0tIALS: Meetin requirements and recarm endations of the following stan- dUTC�s-and ill accordance with plan details and specificat:iorls,.._.. .1 - Framing, Bracing, Nailers and Blocking: Asir dried No. 2, S4S yellow pine or equivalent grade douglas fir. .2 - Cabinets (natural finish) birch plywood (A-B) and trim, meeting A. N.S. 1. 161.1 .3 - Shelving: a. Wood trim - Select white pine (kiln dried) b. Plywood: Meeting A. P. A. starrcrrds 4 Laminated Plastic N. E. M. A. L. D. I.-1964 1/16" * .5 - Plywood (Structural) Meeting A. P. A. standards for exterior arrd interior use. Thickness and types as shown on plans. - -a. Nailing as required by S.B.C. b. Clips on all roof sheathing. c . Glue per manufacturer's recormnendar ions . .6 - Connectors: Meeting National Lumber Ma.1lUfactur'ei's' Association Standards as to size, physical configuration 141d chemical composition. a. Nails: per N. L. M. A. standards b. Bolts: Per, N. L. M. A. standard.5 .7 - Glue (Rigid, Set) Fed, Spec. NHM-A-188 (Cabinet tops) .8 - lardware: See hardware schedule for Materials Section. .9 - Particle Board: a. CS 236-66 ((Iib:inet tops) 3/4". b. 3/8" under all sheet vinyl .10 - Preservative Treatmentv All exposed wood on balconys and structural wood as cited below. a. Treated wdod will be placed in contact with masonry or concrete, and any wood used in room expansion joint, curbs or gravel guard nailers with pressure preservative treatment. Wood blocking built into masonry shall be similarly treated. b. Use any of these preservatives or approved equal: Pentachlorophenol Zinc Chloride Zinc Meta-Arsenite - Wolman salts with arsenic content Chranated zinc chloride C. Reduce moisture .content. to 19 per•c;ent or less after treatment. d. Furnish certificate from lumber treating company showing; treat- ment amount and moisture content aflar drying. e. Brush -coat surfaces=that are cut in the field after treatment. E. ;"Treatment shall produce identifiable stain or color or lumber that has been treated shall be clearly identified by marking. .11 - Wind Bracing 4' x 8' x 1/2" Plywood bracing Fran floor plate to head plate on cross walls and corners as indicated on the Structural E•loor• Plans. .12 - See Section 7-C for insulation - sheathing over Laminated Wood. Heck. .13 - Wood Siding Texture 1 ' 03. INSI'A1,LNPION: By skilled mechanics and subject to inspection and approval.. .1 - Rough= Carpentry: Install grounds, blocking, nailers, supports, etc., straight -and p-10b, cut to required lengths, free from warpage, splits, and other defects impairing their strength or utility. Size spacing and number of nails or other connectors shall be in compliance with N. L. M. A. standards and as shown in contract documents. .2 - Framing and Structural: Member sluill be straight and plrunb, out to requiredlengths,-Free from warpage, splits and other defects impairing their strength or utility. "Connector- spacing and nUmrber per joint shall he in compliance with N. L. M. A. standards, S. B. C. requirements, or as shown on plans. .3 - Finish and Tr:i.nr: Shall have accurate, tight joints Free of harruner marks an-u ut rer defects, with finish arils carefully set in compliance with N. L. M. A. standards for spacing and size,, fill and sand all surfaces. .4 - Finish hardware: Properly install all hardware as :indicated in schedule not 05talledl at mill, and runove all fitted ;items-rr/,lf., r..d,ie pr:"f:". for reinstallation following finishing and painting. .5 - Doors and frames: Shall be properly installed as detailed, plumb, true, an�A-'fittee with hardware. .6 - Cabinet Toffs: Factory fabricated as detailed. ' .7 - diB-Ft-Errr�g shall be nailed.at Two inches (2'') o.c. into Framing members ri not less Than 3/8" from pdrrel edge. See Structural Plans for number of streets each side of cross walls. 04. RELATED 1ZEaUIRL1 LENS: Meet applicable portions of General and Supplementary and r t'ions . .l - Shop drawings as required to show sizes, material, profiles, sections to show design conformity. .2 - Meet A. W. I. standards for finished millwork construction. .3 - Meet fire code requirements for all materials for flame spread. .4 - See plan for additional information as to materials and/or :installation. SECTION 6-B: TRUSS AND .DECKING 01. SCOPE: Includes but is not limited to all :labor, material and equipment es- sential to the fabrication and erection of all floor and roof trusses, roof and floor decking, and sheathing necessary -to the approved completion or structural, fire integrity and code requirements for this type lrro j ect Y 02. MATERIALS: Meeting requirements and recommendations for the following stan- •rr s and. In accordance with plan details and related specification. .1 - Prefabricated floor and roof truss shall be engineered to meet the load- ing requirements of applicable codes. Truss plates shall be hot -clipped galvanized meeting AS'IM Spec. A446 Gracie A. , and AS`PMI Spec_. A525, coating G60, gauges as required for joint structural requirements. .2 - floor Decking; shall be 3/4" tongue and groove A IN1'-APA (32/16) or• (48/24) with intermediate glue. .3 - Roof Decking shall be 1/2'' C-D INT-APA 32/16 with exterior glue. Provide clips as required. 03. INSTALIJ\TION: .In accordance with plans and specifications, code requirements an.d. approved -shop drawings by skilled craftsman. .1 - Trusses and joist erection shall be under the supervision o.f fabricator. .2 - pecking and Sheathing shall be properly nailed in accordance with N. L. Q A. Standards and Standard Code. .3 - Floor decking shall be glued and nailed to trusses in spaces where both dimensions exceed 12'-0". 04. RELATED RCQUIRLPIE;NI'S: See General Conditions. .1 - u mit Shop drawings bearing engineer's seal and calculations .for approval prior to fabrication. .2 - Joist and truss shall be fabricated in accordance with the "Quality Control Manual for Light Metal Plate Connected Wood 'Trusses"; by 'Truss Plate Institute. SECTION. 6-C: U\MINA`I'ED WOOD BE[\P1S AND DECK O1. SCOPE: Includes but is riot limited to all labor, Materials and ecluipnrent MEOW to the approved completion of installation of all laminated wood beams and deck irr conjunction with the coordination of all other trades. . 02. M1ATER1ALS: Meeting tine requirements and recommendations of the following standard! and in accordance with the plan details and specifications. .1 - Laminated Wood Beams and Purlins: I'o conform to the U. S. Department of Coninierce Standard CS 25�3-63 for structural glue laminated timbers, "latest edition,,and to local codes and ordinales. Meet AITC PS 56-73 standards :For quality manufacturing, inspection and certification. Provide all structural calculations in conformance with codes and loading requirements. Provide all metal sluipes and hardware for all inter -connections of wood members. a. Lumber, southern pine: Architectural grade (AI`I'C - 110) meeting CS 253- 3 or local codes, stress graded for 2400 psi :in bearding, 1600 psi in tension, and 1,800,000 psi In modulus of elasticity. b. Adhesives: M.S. MIL-A-397B and I'S 56-71 for wet use. c. 1 isli_Standard smooth surface with clear penetrating sealers (SSA) to permit field stain and varnish. d. Hardware Metal Shapes for assembly and connection, steel confonnirr_g to ASIM A 36 with rust -resistant primer for interior and hot dip galvanized per AS M A IS3 for exterior. .2 - L-uniinated Wood Deckirr� Noniinai 3" wood decking of Idaho white pine, eccl corativc grace one face, smooth surface for field finish, standard vee, 8" width random lengths. Decking shall have Heavy tongue clog groove ends and edges, Adhesives PS 56-73 waterproof, moisture content of .less than 12% modulus of elasticity 1,500,000 extreme Fiber stress 1850 and shear parallel to grain 150 psi. a. Reduce moisture content to 19 per cent or less after treatment. b. Furnish certificate from lumber treating company showing treatment amount and moisture content after drying. c. Brush -coat surfaces that are cut in the field aEtcr treatment. cl. Treatment shall produce identifiable stairs or color or lumber that has been treated shall be clearly identified by marking. 03. INS'IALLAi'ION: By skilled mechanics subject to inspection and approval. ErecHon oFstrricture shall be coordinated with other trades. Field condition shall be taken :into consideration in the fabrications and erection of all laminated upterial. 011. REiLAT' REiQU1REMENl'S: Provide strop drawings for approval prior to fabrication. Ve-- all dimensions in the field. Provide "Stain" samples for approval on beams and decking. Laminated beams and decking to be wrapped in water resistant Kraft papor cover.ir►g all surfaces to remain in place until used or permanent protection is provided. Use non -marring slings for loading, unloading; and handling members. SECTION 7-A: COi\/IPOS ITION ROOFING AND SHEET METAL 01. SCOPE: This work includes but is not limited to a Composition Roofing, rvofing Tilts, flashing, vents, gutters, downspouts, etc. essential for a weathert.ight building as indicated on the Contract L)ocLunents. 02. MATERIALS: Meeting the following applicable standards cited and subsequent approval. A. S. T. M.: American Society for Testing Materials: led. Spec. Federal Specification; U. L. Underwriters Label. .1 -Composition tion Shingles: 12" x 36" U. L. Class "C" minimum 225 1 bs . per square with self-sealing; tab seals, U. L. listed for Wind Resistance, meeting A. S. T. tM, E108-75: D3018-72 11pe l; D3161-72T; D3462-76 and Fed, Spec. SS-S-294a int . Amend, 1, 'Type 1, and SS-S-001534 Class "C';' Type 1. .2 - Qa.lvanized steel: gauges, sizes, and configuration as shown on plans For 1as ring arc coturter flashing. .3 - Asphalt Saturated Felt: 15 lbs, underlayrnent. .4 - Fasteners: Hot galvanized steel nails With minimum 3/8" diameter heads, length as required. .5 - Ridge vents to be similar to "Vent -a -System" Vent -a -Ridge of ,0.19 alruninum. .6 - Soffit vents similar to "Vent -a -System" Vent -a -Strip #70, .7 - A1Lttminuni Gutter, Downspouts and Drips shall be .050 for gutters and .032 for downspouts and turns. All uILmminuln shall be pre -finished. Submit for color selection. .8 - Built-up Roofing: Equal. to Jotur-ManVille Four Ply Smooth -Surface Fiberglass per specification No. 4 GNS. 03. INSTALLATION: By skilled experienced mechanics Larder the constant supervision of a foreman representing this Contractor and approved by the manufacturer. Coordinate all work with other trades, .1 - Preparation: a. Examine surfaces that are to receive roofing. Report any unsatisfactory conditions. b. Correct defects that would interfere with proper :installation of insulation and/or roofing. c. Do not work while surfaces to be covered are moist or wet. d. Proceeding with work will be construed as evidence that surfaces to be roofed are satisfactory to obtain bond and/or to perni t watt: rt.igh t installation, .2 - Composition Shingles: to be installed in accordance with manufacturer's recommen aticf�on anU-Mated requirements of Material Specification. .3 - Galvanized Metal: Install in accordance with details and industry standards. .4 - Edge atrc So _ lt. Vents to be installed in accordance with tManuFacturer•'s ZFF ec.t:ion. .5 - BLu t-Up Roof to be installed in accordance with t%nufacturer's specifications. Fla r and counter Flash for waterproof installation. 04. RJAIX111) REQULREMEN1'S: . See General Conditions for guarantee. .l - Protection: Cover and/or protect roof deck as necessary at end of day's Wor< until roofing materials have been applied to prevent undue moisture accumulation. .2 - Deliver materials with manufacturer's labels and U. L. labels; store in accordance with manufacturer's recoItUmendations. SECTION 7- B: WEATIII3RPROOF.ING 01. SCOPE: This work .inclLules, but: its not limited to, all caulking, weatherstripping, c nipproofing and other related items necessary to insure a weathertiglrt building as indicated in the Contract Documents. 02. MATERIALS: Meeting the following applicable portions of standards cited and subsequent approval. ASTM: American Society for 'Testing and Materials; Fed. Spec.: Federal Specifications. .1 - Caulking Compound: Lbw Corning 790 Building Sealant or equal. .2 - Baack"QPI of on~staining as tested by AS'I'M D 925-63. .3 - PTimerF As recommended by manufacturer of caulking compound. .4 - Weatherstripping: Zero, Chamberlin, Accurate or equal. .5 - Po ylyethelyene membrane 6 mil black for below concrete floor slabs and over ground in crawl space. .6 - 20 mil polyethelyene membrane flashing above all doors, and windows, and below brick sills, 03. INSTALLATION: Complete and performed by mechanics skilled :in their respective trades. .1 - Place 0 mil black polyethelyene below each concrete floor slab as moisture barrier. Puncture only where necessary, tape excessive tears, lap 12'' arid run over top of footing where :feasible, Z - Caulking Applications: (Sealant) (Iixterior-Interior all Openings) a. Pac' joints, more than 3/4" deep and joints not properly backed with back-up to Within 3/4" of adjacentsurface. b. Prime surfaces, to be caulked, applying primer as recommended by manufacturer. c, Apply compound with sufficient pressure to completely Eiji all voids. Leave joint slightly concave. Caulked joints shall be completely weathertight. d. Complete joints caulking before Finish painting is started. e. Remove excess compound and clean compound from adjacent surfaces. .3 - Weatherstripping: a. Install aluminum thresholds in caulking compound. Secure thresholds with No. 10 non -corroding screws or bolts, using not less than 4 screws for single doors and not .less than 5 screws for double doors. Use Zero's #665 or equal. b. Use folded spring bronze weatherstripping at head and jambs of hollow metal doors. unless otherwise indicated. Secure with sheet metal screws, spaced .not more than 1-1/2" o,c. Use neoprene in aluninun housings, for meeting stales of double doors (or'use felt) and to In S •. ¢ . it - .5 - woatherstl'ip alL.unint.un store Front i terns . C. Furnish data to door marlUfacturer for' preparation. t0 receive weather'- Str'lpl) ling , Place 6 nlil polyethelyelle membrane over' gr-oLll1d in CraOl space. Cover - completely, I'LIJuling membrane 6" Up face of all W-0Ck surfaces. Install head anti sill flashing as detailed on plans andin accorclarlce with accepted flashing practicos. 04. RETATED REQUIRDIENI'S : 1 - amp es an�1'Ccrtificat:ioII: Furnish On request one pint each samples of . cahlrg ancT-sea. er and ri-Ffidavits certifying that matet•ials delivered t0 s.Lt'e sleet requirements OI specificatioils. .2 - ClCarl in;: a.lro-tect adjacent surfaces dL►rillg application 01' waterproofing. Avoid spilLing materials oil Work in place Ur• stor-e iliater'lals. b. Clean adjacent SL1l'faCes from soil, stain, 'Lind adhered materials. Remove arid I•eplace clLimaged Or defective work that Cannot be T'estored to 01'Lginal. condition. SECTION 7-C: INSUG1•I'.ION AND FIREPROOFING 01. SCOPE: Includes but is not limited to, all rigid insulation and related items necessary to fully complete the project as indicated in the contract doCL>lnents. 02. MATERIALS: Meeting the regLIi i-emeilts and r'ecoimierldatlons of the I11allUfL1CtUrer'S FTer•eIn Cl.ted and the .following standards as applicable. .1 - StUd Wall 111SULatloll: AlLulllnuri Poll/Kraft laced fiber -glass Mitts sleeting Fed. Spec. TIiI-1-52].h l) tic III With thermal resistance of R-1 . .2 -- Nkisorlr'y Wall Insulation: Rigid styrolo11111 having a "R" value of 19 mectl.rlg Fed- T -pet. 1111-1-524-11. .3 - Cei11119 '111SUlrltion: Blown Fihei-gInss wool having a thet'mal 1'esistance of .4 - Rigid wallsheathing 1" foil faced both rides R6 styro. .5 - InSULation f3allel. Selected by installer- and approved by architect to allow rrlln11111ull .l.-]%��C1CararlCe for Li-ir- pLSsage From Soffit vents acid i-idge vents between every lU* .6 - Wafer'board Roof Sheathing In'Allatlon R-lb 3" thick (Tflert!rcal) 03. INSTAL,LATION: By skilled cxper'ienced mechanics especially tralnod 'in their - re spectl-ve trade Milder the direction OF .in approved contractor. ..1 - Rigid Wall Insulation: place in aCC01'da11Ce With 111MIL.rfaCt ll-er"S dI r'ectiOns Or aS indicated 011 r)-lans. 2 - FibeI'glass : Install in accordance with IIlMlU_FaCtU1'e1''S dir'CctlOrlS, to acllleve'R" value a:� indicated. .3 - Waferboard 111sLllllt('d Roof Shea thing to he applied over laminate l wood deck, 04 . RELATED 1UQY lR1J%11:NTS : 1 _ Stl Ilht S51I11)les and 1 Ltel'atUre Litt i'egU1I•ed for, pl'Oduct approval. .2 - Receive approval for- corltI'actot' doing specified work as enmici,ated in the General. Conditions, pr-ior' to installation. .3 - GUARANTI:I::: See General Conditions, .4 - Prov1 e certificates of compliance for reguired "R" vaIlles. SECTION 8-A: METAL DOORS MD 1 R MES 01. GENEJiA1,: The General Lind Additional General Conditions, all SUppleulQ11tary Conditions ,ncT ColltrLLCt DOCLu1lellts bOUnd. in these Spec .if icat ions are made Lin integral part of this division. 02. WORK INCLUDED: Unless otherwise specified work inClUded under this Division is interlcli d�to cover all metal door' frames of the various types for interior and exterior masonry walls including all hollow metal door,.,;, metal louver doors, "A" anti "B" label fire cloors. 03. WORK NOT INCLUDED: Work not included Shall consist of all labor For setting Of metal dOO" frames as well as the application of hardware For- hollow metal and class "At' and "B" firo floor's. 11_1 Jool' ft'ames OCCUI'rl.ng In metal Stud partitions s11a11 be set by the carpentry contractor Lender that Division. All door. Frames occurring in masonry Walls shall be built-in bV the masons under the direct supervision Of the General Contractol'. 041. 1THMIZED HEADINGS: Itcm.ized headings for var.iouS t)'peS of uletal doors and FL -allies are prov:idechor tie convenience of tole t.:ontractor, S:liglrt omissions front the itemized headings will not relieve the Contractor of the responsibility of furnishing same to the completion or file COntt,aCt. 05. SHOP DRAWINGS: This Contractor' Shall furnish the Architect with detailed shop drawings includMig rnet}lod of installation and LlnChorage for' the variOUs Cases For approval prior to fabrication. 06. IiMETAL DOOR L FUMES : .1 -uletal c oor �rlimes sholm on plans, d'eta i 1 s, and called for in scllcdu le For interior partitions as well as exterior Wa11s 11 be stock door' Frames, 18 gauge rein.forcecl, premortized Lind honderized one pious, with accessories as detailed. Provide 16 gaL.Ige U. L. label frames wllel-e i eticrii ecl. 07. HOLLOIV METAL DUOS: Shall be manUFactured Of '16 gauge steel honderized, insulated alcl-reaii O-Fced-in confornt�ince with CS. 242-62, prelared with templates drilled and tapped to receive hardware with snap -in vinyl top and bottom for' exterior Use. 1)1.0- vide 16 gauge U. L. label honderized, illsLllatC-d, doors with FrLIl11CS Where'regLli.red. Hardware Pi-ppara tion: ShL1l be aS called -For above. N1I'1 'Chi�s Contractor shall refer' to door schedule and division covering doors and door frames in order, to determiile which floors will have prefitted wood door jambs that are not :included under- this division. N 08. GUARANFEE: All metal door frames and doors to be soLuld and Free from all defects of niat11a1 or worlananship for Ll period of One (1) year from clrrte of completion arid accep- tance of tile. work by the Architect. SECTION 8-13: SPORE FRONT 01. GENERAL: .1T- TT ie General and Additional General Conditions, a 11 SUCIp 1 enlclltary Condition.,; Lind Contract DocLmtents bOLnld in these SpoCi-FiCatiOnS are made an integral part of this Division. .2 - All glass shown on plans and details or- trilled for in_ specif ic:•lt ions shall moot the Southern Standard Buildi-no Code, Chapter' XXVI1 "Glass" re(JUir'ements and Federal Safety Standards. 02. WORK INCLUDED: The work _included Ufider this Division is COI' the furnishing Of all la )� or Land materials necessary for the installat:Loll of all entrLrnce door--,; and panels complete with glazing. 03. ALUMINUM SPORT: FRONT: .T- a L.LFaEY-Li rs 'file Following coml:)arl]es shall be acceptable subject to Architect's approval for the fabrication of component parts for- the complete installation of a.luminLlln store front as drown in the contract drawings and hereinafter specified. a. Kawneer Architectural. Products b. Alnarlite Products C. P.P.G. 111CILIStr'ies d. Natcor Company .2 - A1LuninL1111 Frames: Shall be in accordance rvit}r the detail as shown in -the contract drawings sections as detail of .125 inch alloy'6063-TS with pocket type glazing installation for' insulated! glass. Installation shall meet ASTNI E-331 water leakage test. AlLIrI11nui section shall have Class I anodic coating M0 dark bronze finish. All joints shall be Flustl Llnd tight. .3 - A1Larlint.ml Entrance 1; Exit Doors: a, AlLur11r1Lun 4-,Ti'rov StifC7'19U" Shall have .1-29/32" vertical stales, 2-9/32" top rail, 7-1/2" bottom rail. The Narr'oW Stiles "190" corners shall be of the Dual Nlolncrrt C011511UMOrl consEsting of both sigma deep penetration weld and mechanical fasterl:ing. Glazing stops for door shall be snap -in type with neoprene bulb -type glazing and n0 exposed screws shall be I'equirecl to secure them in place. Stops on exterior side shall be lock -in tamper proof type. The Narrow Stile ' 2 "190" door leaf shall be equipped with qn adjustable mechanism located in tile tole rail near the lock stile ,which will, provide for minor clearance adjustments after installation. Narrow Stile "190" shall be weatherstripped on three (3). sides with metal -backed pile cloth installed .in the door and/or ftrarlle. All glass doors shall be glazed with fully tempered sltfety glass. b. Panic Device: All exterior Kawneer doors shall be eclLi.ipped with Kawneer Paneline Ecit Device (concealed rod). This device shall carry the Unclerwriter. Laboratories Re-examination Service Label. The levered latch shall be of stainless steel that is retractable and positively dogged when clesirecl to permit unrestricted entry from the Outside. lixit from within shall be possible at all times. 1-5/32" rim type cylinder Shall be removable for master -keying. See 1-lardware Specifications. 1. A-standardStyle "P" Pull llcandle shall be furnished for exterior side of door. C. Overhead Closers: All Kamieer doors shall be equipped with overhead concealed closers. DouF1e Acting "HUSKY". d. Erection: After erection arid glazing, this Contractor shall check and readjust as required all items of operating hardware on doors installed under this Division. 04. GLAZING: All store front glazing shall be insulated I;lass except entrance doors and sic -Tee 'lights at entrance vestibules shall be single glazed. A11 glazing shall meet government safety requirements. Outdoor surface to be similar to P.P.G. Tinted Solar Bronze. 05. GUAlu1NTIiE: See Additional General Conditions for guarantee. SECTION 8-C: hUOD DOORS 01. SCOPE: 'file General and -Additional General Conditions, all Supplementary Conditions ancFContract Documents bound in these specifications are made an integral part of this Division. Work included under this Division is :For the furnishing of all interior }follow and solid core doors ready for installation. Installation of wood doors and instillation of finished hardware items specified under- Section 6-A and Section 8-D. 9 02. MATERIALS: Shall be of highest quality meeting standards cited below and MPS. .1 - Interior wood doors shall be standard size as Shown on the drawings, having solid wood stiles and rails. ' .2 - Door shall be 1-3/11" thick, and 1-3/8" thick as shown. Door, striking shall be as stancard with the door manufacturer. .3 - Solid core doors where scheduled Shall be standard solid core wood doors conforming to requirements of Commercial Stanclrlyd CS171, flush type, of five-ply construction, of sizes and types shown on the Drawings. Cores shall be particle core, consisting of wood derivative, bonded with 'type II water resistant adhesive. Side edges after, factory trirmning sIl<tl:l be a miniimii of 3/4" thick. Top and bottom edges shall be a miniml.un of 1" thick after factory trimuning, and shall be of hardwood or soft- wood at option of manufacturer. Crossbandirlg ,shall be hardwood, glued to core with grain^perpendti:cular 'to long dimension of door. Face veneers shall be Sound Grade, rotary cut natural wood veneer for stairs finish. Doors shall be as manufactured by Curtis Companies, U. S. Plywood Co., or Walled bake Door Co.. Doors shall be "certified" in accordance with A. S. T. M, E-152, (20 minutes), "C" label. a. Tolerances - Doors, when furnished and for the life of the specified, guarantee period shall not exceed the tolerances listed below. (1) Door Thickness - plus or minus 1/16". (2) Door Height and Width - 1/16" in both height arid width. (3) Door SgLlareness - Diagonal dimension from right top to left bottom and left top -to right bottom cor•rler to be equal with an allowed tolerance of (4) Door Warp or Twist - except For doors with cutouts exceeding 400 of the cloor area, warp or twist Cooler normal service conditions for applications shown shall not exceed 1/Y" when tested in accordance with Paragraph 5.3 of Conunercial Standard CS-171. (5) Hollow doors shall be standard hollow core wood doors pre-llturg conforming to requirements of Conmlercial Sta.n.d:l_rd CS 171, flush type, of sizes and types shown orl the Drawings. Cores shall be corrugated Ironeycomb constru- ction, or approved marlufacturer's standard for cloor specified. Side edges shall have a total width of not less than 1-1/8" as standard with the manu- facturer. Top and bottom edges shall have a total width of riot less than 2-1/2" and shall be softwood as standard with the cloor manufacturer. Doors shall have m.ininuun 2-7/8 x 20" softwood lock blocks, centered on both sides of the door. Width of Lock blocs: shall be in addition to width of side edge specified. Face veneers shall be hardboard for paint finish as specified. Doors shall be as manufactured by Curtis Companies, U. S. ply- wood, or Walled Lock Door Company. a. - Tolerances for hollow core doors shall be saute as specified above for solid core doors. (6) Deliver doors, properly protected, to the project For• insta lation Larder work of Section 6-A. Replace any clamaged or otherwise defective units at no additional cost to the Owner. 03. INSTALLATION: Shall be by trained craftsnkul in conjunction with Section 6-A and Sec- tion -D. 04. GUARANTEE: ` .1 - Solid core and hollow core flush doors shall be guaranteed in writing by the door manufacturer against any nktntlfacttir ing defects Which Would make them unsuitable for the use intended for a period of one (1) year from date of LnstallcltLon. .2 - See Additional General Conditions for Guarantee. SECTION 8-D: HARDWARE 01. CiENI,IZAL: The General arid Additional General Conditions, all SuppleIllentary Conditions a ncTCOT1tract DocLuments bourses in these specilicatioIls are nlcicle an integral part of this division. 02. SCOPE OF' WORK: .1 - Furnisr and deliver to the job all items of Finish ILIrclware hereinafter specified or obviously required 'to complete this project. .2 - Provide all necessary screws, bolts, shields, and other- devices required for proper fasterling and operation of the hardware, whether or not specifically mentioned herein, arid these items shall harvron:ize with the hardware'as to material arks finish. .3 - The Finish Iardware Supplier shall. prepare and furnish to the Architect -Engineer-, via the General Contractor, a mirl:inu-uil of s.ix (6) copies of a complete Finish Hard- ware Schedule. Said Schedule shall identify items with marlufacturer's rklme and 11LU11- her of item. 03. 'TEMPLATES: Hardware to be mounted on metal doors arks frrunes shall be made to template anclnrrnislled complete with rrtachine screws. Two complete sets of templates with one approved Finish hardware Schedule shall be furnished to the different manufacturers of metal doors arid frames requiring same for• their use in preparing their products for hardware. 04. PACKING AND NIARK:ING: .1 - All items o.E'nardware shall be irldividLul:ly packed, labeled with nktnufacturer's name, the type arid name of item, 4nd tagged with the Saone item IlWiber such set or article carried its the approved Finish Hardware Schedule. Each container or package shall also contain the necessary screw, keys and instructions and installation templates for spotting mortising tools. .2 - `The General Contractor or his representative shall check the deliveries against the approved schedule and receipt for it, after which fie shall be solely respon- sible for the storage or care. Any shortage or dcmktge Shall be made good by the General Contractor without cost to the Owner. .3 - The Hardware Supplier shall deliver in person all material and shall see.that it is properly receipted for the General Contractor. No hardware shall be shipped to the job direct from the factory. OS. GUAIMI`EE: The Finish Hardware Supplier shall guarantee all products agairlst defects in material, wor•krnanship and operation for a period of one (1) year from the date of acceptance of the building, by the Owner. No liability is to be assigned by the Hardware Supplier where faulty operation is clue to either irrlproper installation or failure to exercise normal imiintenarice. 06.. SERVICE REQUIIa1IiNTS OF HARDWARE SUPPLIER: TO insure coordination and proper installation - o Finish Hardware, the Hardware uplilic , after aware of this contract, will be re-' quirect to visit the job as below specified and there to consult, advise and assist the ti Owner and/or Architect, and/or Contractor. Each bidder shall allow :in estimating this job, sufficient funds to cover his costs for visiting the job :for these purposes at least two (2) times per week during the anticipated period of Finish Hardware installa- tion. 07. MATERIALS: .1--General: The following Manufacturers and desigfn styles will be acceptable for F111-ware submittals, The Hardware shall meet Federal Specifications FF-H-106a Type 161 heavy duty or Type 160 standard duty as specified under Hardware type. .2 - Finishes: a. I interior Hardware shall be Satin Bronze United States Standard US 1U'and/ or B.H.M.A. Code.612. b. All exterior Hardware shall be Satin Chrome United States Standard US 26D and/or B.H.M.A. 625 similar to aluminum Store Front Finish. .3 - Latch and Lock Sets: a. Yale Series 5T00 or 5300 - "Brandywine" b. Schlage Series "D" or "'A" - "Tulip" c. Sargent Magnalock or Sentrylock - "Van Buren" d. Falcon Series " X" or "E" - "Beverly -Gala Style" .4 - Butt. hinges: Size 4-1/2 x 4-1/2. Wrnish non -removable pin features for out - swinging exterior doors and ball bearing type for metal door's. Hager, Stanley or McKinney will be accepted, meeting Federal. Specifications. .5 - Closers: Yale Series 40; S0 or 80; LCr "Smoothee"; or Norton "Unitial". .6 - Flush olts, Stops: By Yale, Sargent, Schlage. .7 - is , u art rc Plates: 1/8" laminated plastic meeting Federal Specification .8 - Thresholds: As manufactured by Zero, Accurate, or National Guard•Proclucts, Inc., approp=mate to opening. .9 - Toilet Partition: Hardware furnished with toilet partition under Section 10-A. .10 - ExAt Panic Devices: Similar to Corbin Rim type - Fortune 29 series. .11 - LtuLber i encc s; Three each for metal door jamb. .12 - cc Cy" rncler: By same manufacturers of lock sets supplied for building. 08. KEYING AND KEY CONTROL SYSTEM: .1 - Ail cylrncF6FT-e`yed locks shall he Grand Master Keyed and Master Keyed on one or more systems, to conform to the keying schedule provided by the Architect for the Owner. All locksets shall be Master Keyed at the factory. ticks shall be Con- struction Master Keyed. Match existing Keying System. .2 - Provide a minirnr.un of three (3) keys for each lockset, six (6) Master Keys for each Master Key System and three (3) Grand Master Keys. .3 - The finishing hardware supplier shall furnish.a key control system, complete with one steel cabinet DWT800S with permanent and temporary key tags, cross index file, as manufactured by P. 0. Moore, [qc., The lockset manufacturer shall furnish the key envelopes at the time lockset cylinders are supplied. .4 - The General Contractor shall .install the key control system. The finishing hard- ware supplier shall instruct the Owner's persorirrel in the olieration and maintenance of the key control. system. 09. QU;1fFlCATION OF '111; F.INISEI E1E11ZD6VAIZE CON'TFZAC'rOR: To qualify as the Finish Hardware Supplier, tre Contractor shall �e actively engaged in the business of commercial contract Iardware, and shall have membership in the American Society of Architectural Hardware Consultants which will constitute approval of the supplier's ability to properly bid and _ furnish this project,. 10. RESPONSIBILITY:. The General Contractor shall provide adequate locked storage space wi.t1i s5&1l7>ng and be responsible for the scheduled gc►-entities of hardware when deliv- ered to the job, and for the payment of invoices covering such material when and as delivered. 11. ILevumRG SCHEDULE: It is intended that the following list of hardware types cover hardware recluirecr to complete this project. The bidders shall check the plans and ad- vise the Architect, during the bid period, of any omissions or discrepancies.See Door Schedule for hardware type location. 12. HARDWARI? SCHEDULE: , .1 - This hardware schedule is for the convenience of the contractors it acquiring hardware for the job. 'Tire contractor shall furnish complete and detailed hard- ware schedule, templates, and all necessary infohnat:ion pertaining to the install- ation of hardware. Schedules shall be made from the contract drawings by a qualified Architectural Hardware. Consultant and copies shall be submitted to the Architect poi cizecicrng aril approval. �u mrt schedules within 20 days of when plans of spaces are completed and approved for construction. .2 - Samples: Goods are subject to the Owner and Architect's approval of samples, labeled -and tagged for their respective openings, if recluestecl. All items of hard- ware shall be manufactured within the Contidental United States, unless specifi- cally.indicated otherwise. .3 - Hardware for all exterior doors shall meet Fed. Spec. 161; for all apartment entrance and corridor door Fed. Spec. 160; and for all'door inside living units Fed. Spec. 159. 4 - A complete Listing of hardware for each opening shall be included in this schedule. The following outline of suggested hardware is not intended for specific operationlrl application. Hardware shall be appropriate to opening as to use and in .compliance with codes. Miscellaneous items such as door stops, silencers, kickplates, push plates, etc., shall be included in the complete Hardware Schedule as submitted for approval. .5 - Hardware Sets: Sot No. I- As specified under Section 8-B Store Front 1 Cylinder Lock Set No. 2 - 1 Lock set 1-1/2 Pair Butts 1 Closet, 1 Panic Device 1 Threshold 1 Kickplate (8 x wd-2") Set No. 3 - 1 Lock Set 1-1/2 Parr Butts 1 Closer Set No. 4 - 1 Lock Set 1-1/2 Pair Butts Set No. 5 - 1 latch Set 1-1/2 Pair Butts Set No. 6 - 1 Lock Set (privacy) 1-1/2 Paid Butts Set No. 7 - 1-1/2 Pair Butts 1 Closer 1 Pull w/Plate 1 Push Plate, 1 Kick Plate (8" x wd-2") Set No. 8 - 1 Latch Set (Panic Type at Exit Egress Doors) 1-1/2 Pair Butts 1 Closet - Set No. 9 - 1 Latch Set (Panic Type at Exit Egress Doors) 2 Pair Butts 1 Closer (1 Magnetic holder by Others) .6 - Miscellaneous Hardware: The hardware consultant shall suggest miscellaneous hard- ware as deemed necessary for a complete job aid shall list the same in the hard- ware schedule as submitted for approval. 1.3. ALL APAIZTNIEN`I' DOORS: Door knockers/view holes shall be by Baldwin NUnu.f;acturing Corp., 76402 D, shall be :installed at 4'-6" above floor in center of door. 14. Provide kickplates at all handicapped unit apartment entrance doors w-2" x 12". 15. GUAlOWI'EE: See Additional General Conditions for guarantee. SECTION 8-E: WINDOWS AND GLAZING 01. SCOPE: This section :includes, but is not necessarily limited to, the furnishing and proper installation of single -hung aluminum and fixed aluntinuln windows, accessories and window glazing for a complete job in accordance with details. , 5 02. MATERIALS: Meeting the requirements of the applicable portions of the following cited 5tanCaF S: w .1 - Aluntrnui Windows (Fixed): Standard 1-3/4" x 4 frame size and/or configuration as own of " 2, 000 psi alcunirntma Class I anodic coating U40 Dark Bronze finish with achors, by Pittco, Arnarlite, Kawneer or equal, design to meet wind loads as required. _ .2 - Window Walls: Similar to Kawneer 1600 S.G. Framing System tested in accoAance withA.S.T.M. is 283 air infiltration and A.S T.M. L' 331 no water penetration at 10.0 P.S.F. extrusions to be 6063-TS alloy and tempered (A.S.T.M. B 221 alloy G.S. 10A-TS). Finish to be Class I anodic coating 1140 ltirk Bronze. Structural requirement to meet local wind load along with live and dead load requirements. Submit shop drawings with engineering clata for approval. Lt. 1" Double glazing (insulated) in Dining Area. b. Single glazing in Vestibule area. .3 - Single-ht.urg windows similar to Better-Bilt Aluminum series S40 of 6063-TS extruded .062" aluminum with baked on bronze coating finish. Weatherstripped with woven pile, vinyl compression strip at sill, cam lock, adjustable spiril balances, insulated glazing, with snap -on type extruded vinyl glazing bead, and 18 x 16 Fiberglass screens, meeting ANSI-% 34.1, FI-Ir\-MPS, and iWLA DII-B-11P (50). .4 - (;lazing shall be insulated glass double glazed with a minimum of 1/47 air space, Outdoor surface to be similar to P.P.G. Tinted Solar Bronze with interior surface clear. a. Store front - 1/4" polished plate (safety glass where required.) b. Single hung - 7/16 D. S. B. quality bearing manufacturer's trademark. c. Tempered glass on all sloped surfaces. .S - Glazing Compot.ind: IV; recommended by Glass Mfg, if not Lill integral part of cunt. 03. INSTAI,LA'I'ION: By competent workmen in accordance with manufacturer's recommendations and AA\lA requirements. .l - Set frames securely with wall anchors as recorrunended by manufacturers to meet JW,[A requirements. .2 - Install glazing in .accordance with window manufacturer's approved specifications and minimum safct)' startdrards. .3 - All window walls to he installed in accordance with manufacturer's requirements. 04. RELATED REQUIRFhMENFS: Provide sararples for approval and shop drawings as necessary for prober -installation. See General Conditions. .1 - Store and handle frames and materials to prevent damage. .2 - Altmti.nt.nn components shall receive factory applied coating to protect Finishes from stain or chemical damage, to he removed when directed. .3 - Cleaning: Upon completion, wash glass, clean frames, removing all prints, soil, paiat and/or other foreign matter. r� SECTION 9-A: GYPSUM BOARD WALLS AND CEILING , 01. SCOPE: Including but not limited to all gypsum hoard walls and ceiling for a complete rristallatlon ready for Final finishes. 02. MATERIALS: Meeting the requirements of standards of the industry, the manufacturer's complementing standards and specific standards as cited. .1 - Gy suan Wall. Board: Thickness and types as indicated on plans, meeting Fed. Spec. MEW) A- AS TH-716 as manufactured by U. S. G. , Gold Bond OF equal. Gypsum board 5/8" fire rated tapered edge, 48" wide aixl in lengths as long as practical to minimize number of end joints. (1/2" Waterproof board where required.) .2 - Accessories: Equal to U. S. G., No. 101. Dur-a-bead for all external corners, U.S.C. MD -A for butt joints, nail as recommended by mant.r£acturer. .3 - Joint Treatment: Equal to U. S. G. Perf-a-tape reinforcing tape with joint com- pourd Lime topping. ,Meeting Fed. Spec. SS-J-570A and ASIM C474. .4 - Sound Batts: 2-1/2" fiberglass Batts. .5 - ouU-M s: U. S. G. RC-1 Resilient channel at ceilings between floors. .6 - ,Mastic: n recommended by manufacturer for lamination over rigid wall insulation. 03. IN9FALIK1'ION: Shall be by trained artisans experienced in the installation of wall board -systems . .1 - Wood Structure: Install in accordance with manufacturer's recommendations all stir ace- pEiries being level and straight edged. .2 - 'Pape, Bed and .Texture: In compliance with manufacturer's recommendations for unnHo rrn sur ace appearance. .3 - laminate gypstun wall board to concrete block in accordance with manufacturer's recommendations, subject to approval. .4 - Walls: Shall be ready with blocking in place ready for wall board installation. a. Furring: The interior of all exterior masonry walls unless otherwise called obi the plans as having finished walls, shall be furred with 1-1/2 wood blocking and rigid insulation and covered with gypsum hoard. Nailed blocking to masonry walls as detailed with case hardened cut nails erect gypsum board taped and finished ready for decoration. e. b. Corridor partitions and partition between apartment units shown on plans and details shall he erected of 30/2" stud. Studs set 2'-0" on center between units and 12" o.c. first floor, 16" o.c. 2nd and 24" o.c. 3rd floor :in corri- dor and exterior walls. Both sides of partition shall have fire rated gypsum wall board attached to both sides of studs. 2-1/2" .insulation blankets shall be placed in wall cavity between studs. Insulation blankets to be stapled hack of gypsum board at top of blanket only. Gypsum wall board shall be attached per gypsum board manufacturer's specifications. Partition shall have a 45- Sound Transmission Class rating and one (1) }lour fire rating. c. Bathrooms throughout the apartment building shall have 1/2" WR board, 8'.-0" high in all tub areas with exception of walls adjoining corridor or another apartment, these walls shall have fire rated waterproof board. Two layers if required to flush out wall surfaces. Cl. All gypsum board shown on plans and details oil ground floor area which incor- porate public rest rooms shall have U. S. Gypsum WR (water resistant) gypsum board, 4'-0" high, balance of board to ceiling shall be standard drywall board. .5 - Ceilings - floor - Install fire rated gypsum wall board to achieve a 1-hour rated System With a Sound Transmission Class rating of 45 STC or less. (50 STC: in public areas) Ceiling attic install 1-hour fire rated gypsum board. .6 - ColLUMIS- Install fire rated gypsum board to cover all steel columns with a minirm.mn of 2-hour U. L. design. .7 - Duct al -ad Chase Fire Proofing: See plans for all exhaust duct rand/or chase areas to receive moire proofing. Areas not exposed are not required to be finished. .8 - NOTE: All partition walls between apartments or between apartments and corridors sfiM have gypSLm board walls carried continuous from floor to sub Floor above. 04. RELAI'I;D RIJOIJIRHIEN`I'S: See General Conditions. .l - Store all materials in a dey weathert-ight space to prevent damage or deterioration. .2 - Maintain 50-70 degrees Farenheit during installation with adequate ventilation to carry off excess moisture. .3 - NOTE: Stud spacing load hearing walls (i.e. corridor and exterior longitudinal walls) on first floor shall be 12" o.c., :16" o.c. on 2nd floor and 24" o.c. for 3rd floor. SECTION 9-B: PAINTING 01. GENE q, : ,1 - 'ITio General and Add=itional General Conditions, all. Supplementary Conditions and Contract Documents bound in these specifications are made an integral part of this division. .2 - Furnish all labor, materials, equipment, and serv-ides necessary to complete all painting work indicated on the drawings or specified herein, or both. The term "paint" as used in this division in a general sense has reference to sealers, primers, stains, onamiels, emulsions, etc.. 02. COLORS: .l -standard colors to be factory tinted; not tinted on the job. Paint colors shrill be from the same production batch. .2 - Color shall conform to the color schedule as selected by the Decorator or Architect. The painting contractor shall furnish the Architect or' Decorator, samples of each color he proposes to use and obtain his approval before nrnreeding with the work. The Contractor shall then prepare samples at the job as required until the colors , and textures are satisfactory. .3 - Sample colors shall be applied to an area of not less than 4'-0" scpare, in or- der that color riay be viewed when dry, before .final approval. .4 - Before. proceeding with the painting, :finish one complete room, space or item of each color scheme required and show selected colors, finished texture, materials ,and ADrluiansh:ip. After approval, these sample rooms or :items shall serve as a standard .for s:irn:ilar work throughout the building. .5 When rntiltiple'coats are, used, each preceding coat is to differ slightly from the next succeeding coat, but shall be of the same hue. IL 03. MATERIALS: .11--vM materials used :in the work shall be of the brands and dualities specified or approved equal, and shall be delivered to the job :in their original containers and with labels'i.n tact arid seals unbroken. No other paint shall be brought to the job. . .2 - Oil th:inrlers and driers delivered to the job shall be only those approved for use by the manufacturer of the paints. .3 - Nl`tterials such a linseed o.il, shellac, and turpentine shall be pure, highest duality and bear identifying label on container. .4 - Thinners or solvents used for cleaning brushes or other clean-up sliall not be used in the paint. .5 - "I"lre painting contractor s}ra.11 make no changes or do any extra work without written authorization. 6 - "I'Ire following manufacturers of Taint products will be acceptable: United, Pitts- burg, Pratt f, l.rzmbert; U. S. G. , Devoe, arid Sherwin-Williams. NLMUfacturer paint types and numbers are shown only for corrverrierice and comparable products of manu- facturer listed above will be acceptable. 04. STORAGE: All iflaterit.rl.s used on the job shall be stored in a single place designated By tFre General Contractor and/or, the Architect. Such storage place shall be kept neat and clean and all damage thereto or :its surrot ndings shall be made good. Any soiled or used rags, waste, and trash must be removed from the buildi�ig every night, arid every precaution taken to avoid the danger of fire. 05. INSPECTION OF SURFACES: .1 Before starting any work,"surfaces to receive paint finishes shall be examined carefully for defects which cannot be corrected by the procedures specified herein under' "Preparation of Surfaces" and which might prevent .satisfactory painting re- sults. Work shall riot proceed until such damages are corrected. .2--r1'he conunencing of work shall be construed as acceptance of the surfaces, arid thereafter Contractor shall be fully responsible for satisfactory work as re- , quired herein. 06. COOPF'RATION WITH OTIIM 'MARES: .1 - T�i.s work sTall .)c scheduled and coordinated with other trades and shall riot proceed until other work arid/or job condit.iOns are as reduired to achieve satis- factory results. .2 - `i'lre Contractor shall examine the specifications .for the various other trades and shall thoroughly Familiarize himselC with all their.provisi.ons regarding painting. All surfaces that are left unfinished by the recluirements of other divisions shall be painted or finished as part of the work covered by this division. 07. PREP1Wu\TIC1N OF SURFACES: .1 - Wood shall be sandpapered to smooth, even finish and then dusted off. After priming or stain coat has been applied, all nail holes and other surface imper- fections shall be filled with spackle or putty, tinted to match stain or paint. .2 - Steel and Iron shall be cleaned of grease, dirt, mud, loose rust and scale as necessary to receive paint. Chipped or abraided places on items that have been shop coated shall. be touched -up. Heavy coatings of: scale shall be removed by descaling or wire brushing as necessary to produce a satisfactory surface for painting. .3 Galvanized Metal shall be cleaned and surfaces suiulbly primed. .4 - Ferrous SwTces7 shall be cleaned of dirt and grease. Remove rust, mill scale and__c ,,Tecgive paint. 'Pouch up all base metal arid dunaged strop coats with speci- fied rust -inhibitive primer. .5 - Concrete t; Masonry sl>la:li be cleaned free of dirt, dust, oil and grease stains, and ef`oFescence. The method of surface preparation shall he =left to the dis- cretion of the Contractor provided the results are satisfactory to the Architect. .6 - Wallboard shall be a smooth, even finish free of dust, ready for paint or spray coot application. 08. WORKMANSHIP: .1 - All work shall be done by skilled mechanics and in a workmanlike manner. .2 - Ixterior paint shall riot be applied .in clamp, ra:irry weather or until the surface has dried thoroughly From the effects of such weather. Varnish or paint shall not be applied when temperaturo is below 50 degrees F.. .3 - Surfaces to be stained or painted, shall be clean, dry, smooth arid adedLkttely protected from dampness. Each coat of paint shall be applied smoothly, worked out evenly and allowed to dry at least 48 hours before subsequent coat is applied. .4 - Finished work shall be uniform and of the approved color; shall completely cover; and be smooth and free from runs, sags, clogging or excessive flooding. Edges of paint adjoining other materials or- colors shall be made sharp arid clean without overlapping or Ceather;ing. .5 - Top arid bottom of all wood and metal doors shall be :finished same as balance of coo i tet �t fitting arrd before faces are painted. All natural finish doors shall have exposed sides and edges stained to match face grain of door. .6 - Before painting, hardware, accessories, plates, lighting fixtures and similar :items shall be removed and shall be replaced upon cotnplet:ion of W1lple protection of same shall be provided. .7 - The Contractor shall protect his work at all times, also protect all adjacent work and materials by suitable covering or other method during progress of work. Upon completion of the work, he shall remove all paint from glass, window sash, mirrors, floors, *tile work, pltmibing fixtures, etc., before final acceptance by Owner. He shall remove from the premises all rubbish and accumulated materials not caused by others and clean his part of the work in a clean, orderly chid accep- table condition. .8 - Before painting is started in any area, 'broom cleaning arid excessive dust shall be removed. After painting operations have started, cleaning shall be clone only with commercial vacuum cleaning equipment. .9 - �egUat0 illtmrination shall all be provrclei ii n all areas where painting operations are in progress. .10 - Once painting has corrrrrrenced, provide constant temperature at 65 degrees F., or above, quid prevent wide variations in temperature which might result :in conden- sation on freshly painted surfaces. 09. WORK INCLUDED: .1 -- In Thies section, work included is for all labor, material, edu:iprrlent arid services necessary for and incidental to the painting of the entire project, inside and out. .2 - Small items not specifically noted herein, but necessary for a finished job shall be included in the painting bid. In general, all exposed interior 'masonry work, exterior masonry work, precast sill, all interior and exterior woodwork, all inter- ior doors, exterior doors, door jambs and frames,,trim, ornamental :iron, all closet shelving, wood cabinets, etc.. .3 - Painting arid Finishing: Shall be in compliance with manufacturer's reconunenda- tions evenly spread without runs or sags. All cgats shall be thoroughly dry be- fore applying succeeding coats. a. TouchUp "Trot spots" prior to final coat. b. Putty following initial coat. 10. PAINTING SCHEDULE: All colors selected or approved prior to application - see Room Filris _ Sc ieCtle_T-or locations. Devoe or United names and colors are specified. .1 - Exterior Work: 1.1 - Ferrous Metal: One Coat - Devoe IfI5101.Off-White Metal Primer two Coats - Devoe IXX All Weather (alkyd) House Taint 1.2 - Galvanized Metal: One Coat - Devoe #13201 White Metal Primer 'I'wo Coats - Devoe IXX All Weather (alky(l) I IOUsc Pa irit 1.3 - Finished Wood: One Coat - Devoe #1502 Prilrier One Coat - Devoe II 563XX Acrylic house Paint 1.4 - fixterior }Masonry: One Coat - United S. S. Block Filler One Coat - United Ultra -Crete lI (coarse texture) (spray application) 1z r , 2 - Interior Work: 2,-^�asanry (Concrete Block) One Coat -Devoe #52901 Bloxfill Latex Block Filler Orie Coat -Devoe 506XX Wonder -Speed Interior Latex Flat 2.2 - Nlasorrry (Concrete Block) (Latex Enamel - Special Finish, see Paint Schedule) One Coat - Devoe #52901 Bloxfill Latex Block Filler One Coat - Devoe 1600XX Acrylic Senri-Gloss 2.3 - Wood Paint: (Latex Enamel) One Coat Devoe #51301 Enamel Undercoat One Coat - Devoe 0500XX Acrylic Semi. -Gloss 2.4 - 1Vood (Stained) : One Coat - Devoe U96XX Wonder Wood Stain one Coat - Devoe #4900 Wonder Wood Sealer 2. S - Dry Nall: - One Coat - Devoe #55201 P. V. A. IVaII Sealer One Coat - Devoe #506XX Wonder Speed lkrtex Flat 2.6 - Dry Wall (Latex Enamel): ' (Special. Finish See Paint Sch(Ddule) One Croat - Devoe 165201 P. V. A. Wall Sealer One Coat - Devoe 500XX Acrylic Semi -Gloss 2.7 - Ferrous Metal: Orre Coat. - Devoe 051301 Enamel Undercoat One Coat - Devoe 509XX Alkyd Senri-Gloss L.8 -Stripe parking area as shown on plot plan with "whi.te" street marking paint meeting State Department of Transportation Specification. .3 - Ceiling Finish: Spray me -It�-Uir texture "Aristex" as approved by architect prior to application on all ceilings except main lobby sloped ceiling. 11. C:LI WING: It is the responsibility of this contractor to clears all paint from glass, wvrrr ow sash, mirrors, the work, hardGvare, plumbing Fixtures, etc., before .E:ina"1 acceptance by the Ow11er. 12. 'LE`F'ION: =y15 the intent of these specifications to cover all work and materials necessary CU`II to the completion of the contract and "tire bid is accepted with this understanding. l .2 - This Contractor shall review the Divisions o. rM llworks overe lunderSsame,lorLwork hated P1ast)m :ics, to ascertain painting and { € not requiring paint, in order that. he may figure a complete painting job in every respect to the satisfaction of the Architect and Owner. 13. GUARANI`itiE: See Additional General Conditions :for guarantee. SECTION 9-C: SHEET VINYL FLOORING AND BASE 01. GENERAL: rho General arid Additional General Conditions, all Suplilenrentary Conditions and Contract Ikrctune►rts bound In these Specifications are made an integral part of this Division. 02. SCOPE: Furnish all labor, materials, 0(tUipme11t, and service rreccssar•y for con"Plete rr si tallation of resilient flooring as shorvri on drawings and specified herein. -1 03. MATERIALS` I - Vinyl Floor shall be as ntanufacttneel by Armstrong Cork Company, Lancaster, Pa. ; G. A. F. Corporation, New York, N. Y.; or CongoleLun Corporation, Kearny, N. J. Width as required Eor seamless floor with a minimum thickness of .0.65 Gauge, no wa surface; colors and patterns as selected by Owner meeting Federal. Specifi- cation L-F-001641, Class 3, 'Type III and M.U.D./F.H.A. M.P.A. 4910. ,2 -Vinyl asbestos the shall be as manufactured by Kentile, Inc., Atlanta, Georgia; Azrock Floor Products of -San I\rrtonio, Texas; Armstrong Cork Company, Lancaster, Pa.. Tile to be 12" x 12" by 3/32" thick, colors as selected by Owner sheeting Federal Specification SS-T-312B. .3 - Adhesives - and other application materials shall be those reconunencled by the manufacturer of the material. for specific application over subfloor•. .4 - Base - shall be vinyl wall base 4" high. location ill which they .5 - Samples shall be clearly labeled stating color or shade, are used and manufacturer's name and brand, installed materials sliall hunch approved samples in all respects. .6 - N4aterials shall be delivered to job in manufacturer's original unopened containers with manufacturer's brand arid naurre clearly marked thereon and stored :in original containers at a temperature of not less than 70 degrees l:. for at :least 24 hours before installation. 1-landl.e and store materials carefully in accordance with manufacturer's recorrunendat ions . 04. INSTALLATION: :In accordance with manufacturer's direction. .l - Do not -start work urit.il work of other trades, including painting, has been sub- stantially completed. Use only experienced worlarien. .2 - Sub -Floor Preparation: Lay 3/8" particle board, Gracie I-M-2 over plywood sub floors to receive sheet vinyl. Fill all cracks, control joints, expansion joints and the like with recommended products of "the manufacturer. Waxes, sealers or oil must be removed. 3 -Clowning and IVaxing: When vinyl and V.A.T. flooring materials have been suEfic:iently seate clean such floori"rig irr accordance with manufacturer's TeCoat ylruw xclo� l floor Apply to completed resilient flooring installation one (1) finish in accordance with manufacturer's recorruncndations. 05. ADDITIONAL REQUIMvIENTS: Guarantee: See Additional General Coriclitioris for guarantee. - SI:C`I'ION 9-1): CARPETING 01. GENI,RAL: The General and Additional General Conditions, all Supplementary Conditions aii� Contract Doctunents bound in tile So Spec i.f ications are made an integral part of this Division. 02. WORK INCLUDED: World included under this contract is for all carpeting shown on Plans and called for :in Finish Schedule, including all. labor and material. 03. MATERIALS: Carpets to meet F. H. A. and II. U. D. minirntmr standards in accordance with Bulle- tin No. UNl-44c "Use of Naterials Bulletin" and ,Certified Carpet Products Direc-- tory" including latest addencta. Carpet shall also meet static test AA`I'CC 134- 1.969 for rating below 2.8 kilovolts. Carpet shall meet or exceed Department of Conunerce Standard DOC-FF-1-70; ASIM L84-88; ASA, A2.5; NFPA No. 255-61 and UL723 for flame spread smoke generation. .2 - Carpet samples shall be submitted for selection to the Architect for approval. .3 - Pad, mastic, tack Strips, edge strap, shall meet alf requirements of F. 11. A. and 11. U. D. and Architect's approval. .4 - A:lurnirrtun thresholds shall be installed at all corridor and fire rated doors. 04. INSTALLATION: Shall be by qualified installers in accordance with manufacturer's reconur- iencci standards. 'Type of installation shall be approved prior to start of work. The Contractor shall furnish and install carpet, pad, wadi accessories such as carpet edge strips at all exposed edges for a complete installation as recorruuended by, the carpet manufacturer, and to meet F. H. A. NLPS, and the 11andbook for Carpet Layers, Published by the Carpet Institute, Inc.. ()5. REI-ATED REQUIRFMENI'S: .1-Cleanirig- -AY-ter a1-1 world has been completed, all "rubbish arid material riot used shall be entirely carted away from the prenr:tses, i'his Contractor shall deliver the job clean and loft ready for occupancy. .2 - installation and Carpet shall meet all local and state requirements. ,3 - Guarantee: See Additional General Cond.itiorrs for guarantee. SF:CTION 10-A: SIGNS, NIAILBOXIaS, NIISCELLANiOUS ACCESSORIES 01. GENE1?,k\L - `1're General arid E\dlci.tional General Conditions, all Supplementary Conditions arid Co.nt.ract Lbctunents bound in these Specifications are matte an integral part Of this Division. ti.4 - 4 .2 - The General Contractor shall furnish and install the following equipment. 02. MATERIALS: Subject to approval. ."1 - Laminated plastic 1/8" thick having a dark brown face with white engraved letters. Letters to be deeply and evenly cut to expose contrasting color beneath. Letters to be Luri.forin in size arid spacing. c "' I.I. Adhesive as recorrnnended by the manufacturer f6r direct application to mounting surfaces. 1.2. Plastic Sign Sizes: a. Sign for apartment door ntunbers shall, be 1-1/2" plate size with 3/4" letters with four (4) characters on, each door. b. Signs for all public and service areas such as toilet3, mechanical spaces, offices,,fire extinguishers, Laundry, ofEice, storage, janitor, kitchen, etc., shUT be 21p a e size with 1" :letters. c. Signs beside elevator doors on each floor shall be Standard "approved" signs reading "HNIERGENCY - USI-; EXIT STAIRS". .2 - Raised plastic letters 12" high, 1/4" deep to be mounted on each :floor on elevator door frame. .3 - Cast AlLrrn.inLun Plaque - 24" x 18" similar to Andco Industries Corporation Standard Boarder Style No. 2'-IcouhLe line with pebbled finish, using Classic letters. Supplernentary drawing will 1)U provided upon request. .11 - Mail Boxes: Similar to Bommer Industries, Inc., Series 6310 rear loading. See drawings -or Configuration, nranber of boxes and installation details, compartnre,nt size shall be 5" H. x 6" W..x 1511D. with 5 pill- care type locks with 2 keys. Each box shall have 5/8" x 2" number slots with plastic window. Boxes and trim shall have 628 anodized a1LmrLnrun finish. Boxes to be U. S. P. U. approved. .5 - Mail Collection Boxes - Si.milar to Bonvner Industries, Inc. , Type 462. See draw- irrgs oar nLurtber o fixes. Cornpar tnient size shall be 16" 'ff. x 12-1/2" W. x 15" D: Boxes and trim shall have 628 anodized alLuninLrrn finish. .6 - r\lail Drop: Through door letter -drop for manager's office. .7 - 11s U�� rn. B-260 stainless steel wall urn at each elevator lobby. .8 - T re Extinguishers and Cabinet: Similar to .Larsen MP1.0 A-B-C nrrrltipUrpose ex- tinguisrer witi semi-rccessecf cabinet with Break -A -Way plastic panel. 03. INSTALLATION: Installation shall he by trained artisan in accordance with approved Strop Drawings. ,r 04. GUARANTEE: See Additional General Conditions for Guarantee. SECTION 10-B: TOILIiT ACCESS )RIES AND MI�IAL SHELVING X 01. GENERAL.: The General and Additional General Conditions, all ,Suppleme•ntary Conditions arid Cont.raCt DOCUrnents bound in these Specif ications are Irl<rde an integral ptirt of this Division. ` 02. iklATERIALS: The General Contractor shall furnish and install the following equipment: l --Toilet accessories by Miami -Carey, Bobrick Corp., or Charles Parker Co., cabinets keyed alike. Miaurri-Carey product numbers are listed :in .following schedule, except as noted: a. Apartment .Haths: - Each Unit (94 total): _ paper raldeFTOTI. tunbler/too thbrush holder, 8007 towel bar 8018 (1811) . towel bar 8018 (16") medicine cabinet 1802-16 recessed in wing wall drawer curtain rod GB6170 1" O.D. x .035" mirror 48" x 36" x 3/16"No. 1 quality float/plate glass electroni- cally copper plated, .surface mounted b. Kitchen Toilet p�rper holder 8011 paper towel dispensor WR 210. Medicine cabinet 1802-:16 (Recess) c. Grab Bars: See plans for location to be Miami -Carey Series 7500, lengths as shown on plans with SS302 E.inish. NOTE: Grab bars arid shower curtains sfrall be Mounted on all tubs with supporting blocking, midi also beside W. C. in public toilets. d. Women's restroom - Public 1 - paper ro cc cr 801 L 1 - paper towel dispenser WR210 1 - grab bar GB7509 - horizontal dimension 54" - finish SS302 e. iMen's restroom - Public - paper holder 8011 1 - paper towel dispenser WR210 1 - grab bar G137509 - horizontal dimension 54" - finish SS302 .2 - MLrrors: Furnish arid install size as shown on drawings in Public areas polished palate mirrors, stainless steel edged frarrie mirror with concealed hangers as manu- factured by Charles Parker Co., No. 2010; Spartar International. C-909-S; or Watrous 1V-1230-S, where indicated on plans, .3 - Metal Shelving: As manufactured by Solar Hardware Corporation of steel with boncerizec rr ed enamel Eirrish. Closet shelv.Lrrg "C" Series with rod and shelf. Storage shelving "S" Series without rod. Provide Support -brackets as required. Lengths as shown on plans. 03. INSTALLATION: By trained personnel in all approved manner of finished r%orlgnansh:ip. .1 - Provicl.e ground and/or blocking For all insta.l:lations. .2 - Meet 11. U. 1). Dlirrirrtun Property Starrclarcls arid Handicap Code for safety load installation. 011. R. LATED REQUIMMENTS: Coordinate with other Divisions for installation. .1 - Provide shop crawings for grab bar :installation on tubs. .2 - Guarantee: See Additior>�,t,l General Conditions for gLkrrantee. w SECTION 11-A: REFRESIMEMI' CENTER EQUII'1tiEM' 01. GENERAL: The General and Additional General Conditions, all Supplementary Conditions and Contract Docuunents b0UJld in these Specifications are made an integral part of this Division. 02. SCOPE OF WRK: I'Ire purchasing and installation of all refreslvncnt center equipment as ereiri<r ter specified and/or as indicated on the plans. 03. EQUIPMENT: Similar in quality arid design to the fixtures listed below: .I--- Re rigerators: (94 units) Apartments shall be Kenmore 90602 with one (1) year war•Tanty� against defective materials and workmanship orr'entire reFrigerator and four (4) years on seal -in refrigerating system. The color shall be selected. These units shall be a maxinrurrr of twenty-eight inches wise with a minimum storage capacity of 6.0 cu, Ft.. Each unit shall have tcvo (2)• shelves, vegetable storage crisper compartment, 4 door shelves and 0.43 cu. ft. freezer. The freezing compartment shall be furnished with two (2) ice trays (nominal size 35" 11. x 2.1" IV. x 25" 1). ) . NOTE: 'Ilie refrigerators shall be delivered to the job site, uncrated and set up in each apartment, ready for installation. .2 - Electric Range: Refresl)nrent (::enter ranges shall be similar in quality and design to Kerunore TIM-11 240v, single phase. Ranges shall not be over 21" wide, and shall be delivered to job site uncrated and set up in each apartment ready for :install- ation, complete with trim kit including back -splash, with one (1) year warranty; to be installed by electrician under his contract. Colon s1mill be selected. Controls shall be on Eront of range. (Range - 94 units) .3 - hoods shall be vent model 515 ventless 24" wide with 2-speed fair control, char- coal filter, light control and U. L. listed. 04. INSTALLATION: To be coordinated by the Contractor not to conflict with cleaning and Tintsring o7 units. U5. GUARANTEE: See General Conditions. Alm El G SECTION l.l-B KITCHEN EQUIFINIENT 01. GENERAL: The General and Additional General Conditions, all Supplementary Conditions. and Contract Docunicnts bound in these Specifications arc made an integral part of this Division. 02. SCOPE OF WORK: An allowance pryvidod :For the purchase and installation of all kitchen equipment, cooking utensils, food service and dining huplOWnts for the central cooking and dining area shall be coordinated by the. Contractor for shipping and installation. 03. EQUIPMHNF: Submittals shall be made for the Owner's selection and approval by a qua i ie( kitchen consultant. 04. INSTALLATION: The Contractor shall coordinate and/or install all kitchen equipment In accordance with the manufacturer's s recommendations. 05. RELATED REQUIRIN11aNI'S: See General Conditions. SECTION 11-C LAUNDRY EQUIPMENT (1-1 01. The General and Additional General Conditions, all Supplementary Conditions and Contract Documents bound in these specifications are made anintegral Mart of this Division. 02, SCOPE OF WORK: '[he purchasing and installat:ion'of all laundry equipment as herein- after sheer led and/or as i1rdicated on the plans. 03. EQUII%IENI': Shall be similar to the following - submit For approval. .1 Washers: Six (6) Kerunore Commerical Heavy Duty Washers, model number 24091 with " five ) Fabric Care Cycles, operating and washing instructions on console, 2 speed washing, 1/2 H.P. heavy duty capacity motor, porcelain enamel top and lid, � commercial porcelaip enamel basket and tub, built in splash guard, "Washing" . and "Rinsing" lights, Super -Rota -Swirl Agitation. Tool Removable, safety lid switch automatic stop, positive fill, Heavy Duty 'Timer, Security Meter Case - with provisions for Bolt and Lock for universal 4-Coin Coin Chute. 2 - Dryers: Three (3) Kenmore Coin Operated Electric Ifeat commercial dryers, Power Kiser 30E.G. Dual coin meter Permanent Press with 1/3 fl.P, motor, [-lean element 21,000 watts (InaximLmT) 208v., 60 cycle, 3 phase (3 pole 60 amp), double wall construction, safety door _interlock, theimostaticly controlled temperature. 04. INSTALLATION: Shall be by tale Contractor. 05. GUARANTEE: One ,,(I) year warranty against defective materials and worknlrnslrip. See General Conditions. SECTION 12-A: VERTICAL AND [DRIZONTAL BLINDS ' 01. SCOPE: Including but not limited to all drapery rods, pulls, cords and accessories necessary to the complete supplying and installation of all traverse rods. in the apartments, office, and d1ning.area. 02, MATER.IALS: Shall be of the highest quality, similar to equipment cited herein. Dining area windows shall have vertical louver blinds similar -to louver drape model RS with fabric louvers with split transversing as manufactured by Louver Drape of Santa Monica, California. .2 - Apartments office area, corridors, exercise room, Arts and Crafts, storage areas, etc, shall have horizontal slat blinds one ince (1") in width similar to Levolor "Riviera" design or Bali model S-3000 with standard hardware. Colors to ()e__-__ selected. a. All windows see schedule for sizes b. All doors and side lights from interior to balcony 03. INSTALLATION: In accordance with manufacturer's direction and approval of the ar- c r i t�I�r ect ,���� 04. RELATED REQUIREMENTS: See General Conditions. SECT.ION 13-A: T1ZASII CIlUTE 01. SCOPE OP WORK: Incl.Liding all materials 'for the installation of the trash chute and related accessories. ! 02. MATHRIALS: Furnish as shown on plans rubbish garbage chute as manufactured by Wilkin- sonson Chutes, Inc,, Construction Products Co., or Montgomery Industries, Inc.. .1 - Chute to be 24" diameter, Fabricated of #16 gauge galvanized or aljmin:ized metal, lookseamed, slip jointed and provided with one, expansion joint per story without bolts, clips or rivets to mar smooth interior surface. l .2 - Intakes to be 18" wide x 18" high, stainless stool, bottom hinged, grand operated, 76, in Underwriters' Iaboratori.es, :Inc., Class "B" label, removably bolted to :intake extension which is welded to the chute tube. .3 - Discharge to have an overhead type rolling door with fuseable link bearing; Under- writers F-Laborator:ies, Inc., Class "B" label for direct discharge into trash bins. .4 - Vent to be complete with 3" diameter vent :Flange. 1" IPS brass flushing spray Had :For connection to hot water by others and 1/2" 1PS automatic sprinkler for connection to sprinkler system by others. .5 - Gravity Vent to be 24" in diameter to run through roof as detailed. .6 - Poovi and install disinfecting and .sanitizing unit as detailed For connection to hot water by others. 03. INS'TA11.AFION: In accordance with manufacturer's details and NFPA Standard #82. This Contractor shall figure in his bid sealing trash chute at each floor with packing and concrete mortar fill to make a :fare proof :installation. 04. RhIA'T'1;D REQUIRLTIENTS: See General Conditions. The Owner is to supply disposal bin, coordinate installation with Owner. SECTION 14-A: ELEVAIORS: 01. SCOPE: The work corder this section is subject to those provisions of the General anciSpecial. Conditions, which in any way affect the work herein specified. This spccr- fication is intended to cover the complete {ur•nishing and installing of two Dover Passenger Elevator except as specified under "Work Not Included". All work shall be performed in a workmanlike manner and is to include all work and material in accor- dance with thedrawings and as specified herein. In all cases where a device or part of the equipment is herein reEerred to in the singular number, it is intended that such reference shall apply to as many such devices as are requ.ir•ed to coml_Aete the installation. All work shall be performed :in accordance with the latest revised edition (as of the elate bids are taken) of the Anteri.can National Standard Safety Code for l:ilevators, Dcunbwaiters, Escalators, and Moving Walks (ANSI A-17.1), the National Electrical Code, and/or such State and Local.codes as may be applicable. Should, subsequent to the date bids are taken, changes be nude in any code or should rulings by any code enforcing authorities extend the application of the code, the Elevator Contractor shall be paid, as an addition to the contract price, for the work and materials necessary to make the installation comply with such changes. .1 - BIDDER'S QUALIFICATION: In the interest of unified responsibility, the Elevator Contractor sFial e one regularly engaged in the business Of nranufactur:ing, instal- ling and servicing elevators of the type and character required by these speci- fications and he shall manufacture the entire (power unit, controller, hydraulic cylinder, machine, generator, safety controller, governor) and all other parts of the equipment .including door operator and signal fixtures and Ire shall so state :in his request for approval listing the items he manufactures. A repre- sentative of a national manufacturer will be' considered a qualified contractor providing the manufacturer produces the specified items. Prior written approval OF the architect is required (for contractors other than those listed) before quoting this project. Requests for approval will not be considered runless they l r'A' are submitted tell (10) working days before bid time and are accorlipanied by the following; information: a. List of five (5) similar installations arranged to show name of project, elevator screed, elevator capacities) travel and date of completed installation. b. Complete literature, performance and technical data describing the proposed equipment. C. List of ten (10) service accounts by building Warne, building rnarulgers or Owners, in this town. - .2 - DRAWINGS: 'file llevator Contractor shall, after structural and architectural crl iw ngs are furnished, prepaz'e drawings showing the general arrangement and loads of the elevator equiprilent. These drawings shall be approved and the helevato size guaranteed before proceeding with fabrication and installation of the elevators. .3 LIABILITY: The ,Elevator' Contractor shall not be .liable for any loss, clarnage, Or e ay caused by acts w.F goverrmnent, strikes, lockouts, fire, act of God, Or any cause beyond his reasonable control and in no event shall he be liable for conse- cluential damages. .4 - 6ti�RK NOT INCLUDED: This specir:icat ion does not :uaclude the following w•r�rk, and r�osclitionedori the proper perfornlanc:e of such work by the General Contractor or other Sub --contractors. a. A legal holstway, properly framed and enclosed, and including a pit of proper depth, provided with ladder, drains, lights, access doors, and waterprooFing as required. Suitable rilachine room., aclegLulte for the elevator eguipmeiit , including floors, gratings, fotuxlritions, fighting, ventilat16n and heat to maintain the room at a. temperature of 50F. 111inimtull to lUU° F. rnaent, including n. b. Adequate stlppor't� and foundations to carry the loads of all equipment, supports for guide rail brackets and machine bearns or overhead sheaves (if furnished). If adjacent hoistways are utilized, divider beams at suitable points shall be provided for guide rail bracket support. C. Suitable connections from the power rna:i_ns to each controller or motor genera- tox set starter, signal equipment Feeders as required, including necessary circuit breakers and fused mainline disconnect switches. cl. Outlets at the center of thc�.hoistway for lighting in.the car. 1lectr.i.c power without charge, for co1l5t.ruct1On, testing and adjusting of the same charac- teristics as the permanent supply. e. Cutting of walls, .floors, etc., and r'cliloval of such obstrttcti011s as May be necessary for proper installation of the: elevator. Setting of anchors and sleeves. Pockets or blockOuts for signal f.ixttlres. f. All sill supports, including steel angLes where regttir0d, and Sill r'eccsses and the grouting of door sills and hoistway frames after .nsta Llatiorl. g. All painting except as otherwise .;pec:iF.ied. h. Provide temporary enc.losure`l or other protection fr'0111 0poll lloi.stways durino the time the elevator is being installed. i. Proper trenching and backfilling for any underground piping or cOncl..lit. w j. 'Temporary elevator service prior to completion and acceptance OF complete installation. k. Errlergency power supply with automatic transfer switches and aux*jliary contacts with wir'i.rlg to the elevator controller. 1. Any govermilentaIly required safety provisions not directly involved in the elevator installation. Ill. heat and smoke s'errsing devices at elevator lobbies oil each floor with elec- trical conductors terminating at a properly marked panel in the elevator machine room. + 02. NiATERIALS: Meeting the following requirements: D1:5CR.lP'TION OF EQUIPrti FIM: Two Dover Passenger Elevators ELEVATOR # 1 6 2 Control Capacity: 2500 Pounds Speed: 100 FPNI Operation: Selective Collective Car Size: 6'-U" x 4' -V (: le. ar• -inside lc)'-3-1/2" 'Travel: Machine Location: (See Drawings) 1?guipment Room Stops: 'Three Openings: 11firee (3) in 1:ine Ilo:istway Doors: 3-6" x 7'-0" (Size and Type) Single Slide Door Operation: Autoiwitic D.L. Car Enclosure: As specified herein Signals: Light up car and hall pushbutton with raised ntunerals; car position indi- cator, car riding lantern, Lill arranged to meet handicapped require- nient s . .2 - SPECIAL FFA'TURIS: linergency Fire Service and lighting in Accordance with National elevator! Code MSI A.17.1: 11and.icapped Requirements; Photo lil.ectric Byes; Tele- phone Box (Telephone by Others.) ,.3 - PI.A'I'FO1N1 AND SLING: `1'he plc.tforrrl shall have a fabr:Lcated fr'arne of .Formed and structural steel shapes, gusseted and rigidly welded. .Flooring shall be wood top :floor laid over wood subf:loor. Finished flooring shall be provided oil top of the car platform. `The underside of the platform will be fireproofed. The sling shall consist of heavy steel channel stiles properly affixed to a steel crosshead and bolster, with adegturte bracing members, to remove all strain from the car. enclosure. Steel btunper plates shall be affixed to bottoms of bolster channels, and a platen plate with clainps and cap screws shall be furnished for fastening sling to plunger. .4 - CAR ENCLOSURE; (Elevator Cab) : ivi elevator cab of ornamental design, with appurr- terrances ant appointments -Is selected shall be furnishedand installed. Lover Cab Design DLP-1, stainless steel front return and entrance COIL11luls, to lephone compartment, car position indicator, emergency lights and alarm bell, carpet flooring, entrance colt.uiuzs and swing type front return of st lidless steel. Handrail on rear and sieges of stainless steel, doors baked enrunel with a ta:ln.less steel kicicplate, fluorescent tube concealed above a plastic: gi id drop ceiling to provide bright even i.11tunillation. 'Telephone box .located in swing; return panel. .5 - FLOOR COVERING: Carpet. .6 CT\R" DOOM `I'% car entrance shall be- provided with horizontal, sliding doors. Panel rigidity to be obtained by suitable .steel reinforcements. Doors shall be hung Oil sheave hangers with polyurethane tires and sheaves rl idi on a polished steel track, and guided at the bottom by non-metallic shoes sliding in an extruded aluliii.ntun threshold groove. .7 - ALMM BELL: An emergency ala�1 bell shall be located in coriforrnarlce with ANSI r1 -17.1 oce requirements, and connected to a plainly marked pushbutton i.ri the car. .8 - GUIDE AND GUIDE SI MS: Guides for the elevator car shall be planed Steel elevator gulde�razls, properly Fastened to the building structure with steel, brackets. The car stile shall be :fitted at top and bottom with guide shoes of the self - aligning, swivel type, with metal body and removable non-metallic liners. .9 - POWER •UNIT: (Oil Ptunp:ing and Control Mechanism) shall be compactly and neatly desi;,ried with all of the components listed below comhined :in a self-contained Ulli.t; structural steel outer base with tank supports; floating inner -base for mounting rtlotor-pulrilp assembly; overhead oil reservoir with tank cover and controller cornpartnlent with cover; metal drip pan; an oil -hydraulic ptunp; an electric motor; and oil control, unit with the following components built into a single Lousing; a high pressure relief valve; a check valve ; an automatic tuiloading up start valve; a :lowering and leveling valve; and a magnetic controller. a. The purip shall be especially designed and manufactured for, oil-hydr-aulic eleva-• tor service. It shall. be of the positive d.isplac:enrerit type, inherently designed for steady discharge with minim mi pulsations to give smooth and quiet operation. Output Of ptunp shall not vary more than 1U between no load and full load on the elevator car. b. Drive shall be by multiple V-bolts and sheaves of rltunber and size to insure rrraximtull factor of safety. c. Motor shall be cspecial.ly designed for Oil-hyclraul is elevator service, of standard manufacture, and.of duty rating to comply with herein specified speeds and loads. d. Oil Control Unit shall consist of the following components, all built into a single housing. Welded manifolds with so�parate valves to accomplish each fullctioll will not be acceptable Under this specification. . All adjustments shall be accessible and shall be made without removing the assembly from the oil. line: • (1) Relief Valve shall be externally adj tastable, and shall be capable of bypassing the total Oil flow without :increasing back pressure store than 10%, above that required to barely open the valve. (2) Up Start and Stop Valve shall be externally adjustable, and designed to bypass oil flow during start and stop of motor pulilp assembly.,, Valve K shall close slowly, gradually diverting oil to or from the Jack Unit, insuring smooth up starts and Lip stops. (3) Check Valve shall be designed to Close quietly without Permitting any perceptible "reverse flow. (4) Lowering Valve acid Leveling Valve shall be externally adjustable for drop -away speed, lowering speed, leveling speed -and stopping Speed to :insure SMOoth "Down" starts aril stops, The leveling �ialve .shall be designed to level the car to the floor in the direction the car- is traveling when slowdown is initiated. (5) L'lectr•rc controller s ia: 1 be f_t lI e Eull Ill<zgrletic type or solid state integrated Circuitry. Silver 'to S11VEi' COr1t11CtS shall be utilized UIh all relays and contactors. Thermal overload relays.to be provided to protect the motor, All Component switches to be 111OLulted In a steel panel designed for wall Or• floor mounting. .10 - JACK UNIT: The jack unit Shall be desi€;red and COI1StrLlctCd in accordance with t ie cT 1_P cahle requirements of the i\NSI A-17.1 Code. It shall be of SLIMCicllt size to lift the gross load the height specified and shall be, factory tested to insure adequate strength and freedom from leakage. No brittle material y such as grey cast iron, shall be used in the jack construction. The jack unit slklll consist of tile following parts: a plunger of heavy semiless steel tubing accurate- ly turned and polished, a stop ring shall be electrically welded to the plunger to positively prevent plunger leaving the casing; an internal guide bearing; pack- ing or seal of suitable design and (ILlality; a drip ring drOLurcl cyliingor top, a cylinder made of steel pipe and provided with a pipe connection arid air bleeder. 'shall Brackets be welded to the jack cylinder for sLq)por•t:ing the elevator` on pit Channels. All aMiliary Safety bUlkllead shall be provided in the lower end, of the cylinder which will linlit down car speed t0 a sale Vallee in the event of leakage aroung the external bulkhead. .11 - MOLE FOR JACK UNIT: By Elevator, Contractor. .12 TIM UNIT PROTT-,MON: The casing shall be double wrapped at factory with all approved c6ating cosigned to protect it from electrolytic and chemical corrosion. Ally underground piping shall be similarly protected. .13 WIRING, PIPING AND OIL: Ail necessary wiring shall be furnished and installed irittFre 1UL.stway in accord with the National I?lectrica.l Code. All necessary pipe and fittings to connect the Power unit to the jack unit and oil of the proper grade shall be furnished. Ay .14 - MAINLINE STRAINER: A mainline strainer of the self-cleaning type, equipped with a 1M_m"es,�h elenierl.t shill be furnished and installed in the oil line. .15 - AUTCAlATIC GUIDE RAIL LUBRICATORS: lAlbricators Shall be provided and mounted on top of upper gui7cr& Shoes. I+oo felt wiper shall apply an ever!, luhilornt flow Of Oil which shall thoroughly 1Llbricate faces of guide rail from a leakproof oil reservoir. .16 - FAILURE .PROTECTION: The electrical COiltrQI circuit shall be'designed so that i a mairLlnctiOn should Occur, due to motor starter failure, oil bQcoming low in the system, or the care failing to reach a landing in the up direction within a pre-detennined time, the elevator car will automatically descend to the lowest terminal landing. If power operated doors are L.ised, tile' doors will automat:iCally open when the care reaches that landing' to a110111 passengers to depart. The - doors will then automatically close and all control buttons, except tide "door open" button in the car station, shall be made inoperative. .17 - SOUND INSULATING PANELS: NlanufaCWred of reinforced 16 g�Wge steel with a 1" t11_�C Cl� _ -1 core o.. 1 er'glas affixed t0 interior shall be Mounted on all four opeIl Sides Of, the power Unit, frmie. .18 - SOUND- ISOLATING COUPLINGS: A nlinilnun Of two, shall be installed ill the oil line in the mLic lLnl'" e -room o�e'en .pLunp and jack. .19 - OIL -HYDRAULIC SILENCER (Muffler Device) : Shall be :installed ill oil :line near power un.17t: 1t s 1C . contain pulsation absorbing; material inserted in a blowout Proof housing arranged for inspectiIlg interior parts w1.thOUt rel110VLI1g Unit flloin oil "lime. Rubber those without blowout Pr'OO' featLlreS will 1lOt be acceptable. .20 - VIBRATION PADS: Shall. be Mounted irlcler the power Lulu assembly to isolate the writ rom tie ui iding structure. .21 EMERGFNC,`Y 'IEYMINAL STOPPING DEVICE: Ali emergency terminal stopp:ing crevice for speeds over- 100 IFs la1" e —provided which ,;hall opera to inclepurlderltly of the normal terminal stopping device should it fail to slow down thecar at the termirkll as inten de(j._•• , They sliall be so designed and .installed that a single Short CirCLI It caused by a combination Of grounds, Or by O Che r COild i t iO11S , Shall not preveIlt their functioning. The normml. and emergency 'r7erl"inal stopping de- vices shall not control the Sarre coritrol:ler tr.itches LII?less two or more separate and independent switches are furnished, two of which shall be closed in either direction of travel to complete the circuit to the control valve solenoids ill the down direction and to complete the C11-Cuit to the pump motor. for the up di- rection of travel. .22 •- AUTMIATIC TERMINAL LIMITS: Electric limit switches sllall be placed in the hatch- way near the terminal �an ings and be designed to cut off the electric Current and stop the Car should :it run beyond either terminal landing. .23 - AUT'CMATIC SELF -LEVELING: The elevator shall be provided with a self -leveling feature t 1at will aLltornatically bring the C-Orto the floor :landings. This self - leveling shall, within its zone, be entirely ULItOlnatiC and :independent of the operating device anti shall correct for overtravel or, undertravel. The car shall also be maintained approximately level with the landing irrespective of the load. .24 - BUFFERS: Substantial bu: 01'S Lender car (arid COLlrrterweiglit) shall be furnished -in-stalled and In the elevator pit. They shall be 1 ounted 0I1 continuous channels fastened to the elevator guide rail or securely anchored to the pit floor and substantial extensions will be provided, if required. Buffers shall comply with ANSI A-17.1 Code requirements. .25 - CAP, TOP INSPECTION STATION: A car top :inspection station with an "emergency stop" swltc'�li and with "up constant pressure -down" direction buttons shall iinke the normal operating devices inoperative and give the :inspector complete control of the elevator. .26 - DOOR OPEfAJVFION: A direct current motor drivels heavy duty operator shall be fur- nishe aiid installed, designed to operate the car and hoistway doors Simultaneous- ly. Door movements shall be electrically Cushioned at both .limits of travel k and 'the door operating mechanism shall be arranged for manual Operation in event of power failure. The leading edge of the car door shall be provided with a retractable reversal edge arranged to automatically return 'Car and hoistway doors to the Open position in event the doors are obstructed during Closing cycle. Doors will then resmie closing cycle. Doors shall automatically open as the car arrives at the landing and Shall automa t lcall y Close after an adjustable time interval or when the car is dispatched to another landing. Direct drive geared Operator's, A. C. control led units with oil checks, Or other deviations from the above are not acceptable. .27 - IMTRLOCKS: Each hoistway entrance shall he e(ILlipped with all approved type inter- loccT-tested as required by Code. The interlock shal"i be designed to prevent Operation of the car away from the landing Luit:il the doors are locked in "the closed position as defined by Code and shall prevent opening the doors at any landing from tile corridor side LurlesS the Car :is at rest at that landing or is in the leveling zone and stopping at that landing. Interlocks shall bear Under- writers' Laboratories "B" label of approval. .28 - HOISfIVAY DOOR UNLOCKING DEVICE: hoistway door unlocking devices as specified by 50— AN 1 �C-I-�; Imo e s a Fe provided "to permit authorized persons to gain access to hoistway when elevator car is away from the landing.. .29 - DOOR HANGERS AND TRACKS: For each hoistway sliding door, furnish and :install s eave tyre two point suspension hangers and tracks complete. Sheaves shall be 3-1/4" :in diameter and have polyurethane tires with ball bearings properly sealed to retain grease. Mangers shall be provided with an adjustable slide to take the up -thrust of the doors. Tracks are to be drawn steel shapes, slrlooth surface and shaped to conform to the hanger sheaves. .30 - HOISTWAY ENTRANCES: hoistway entrances of the hollow metal, horizontal Sliding type s la_fTE_e__FL—imislied and installed complete at each of the hoistway openings. Entrances will be manufacturer's standard design and shall bear Underwriters' Laboratores "B" labels. They shall consist of frames, sills, doors, hangers, hanger supports, hariger covers, fascia plates, anti all necessary hardware, Finish to be solid color enamel as selected from elevator manufacturer's standard colors. The entire front wall of the hoistway is to be left open or 4 rough open- ing provided which Is 12" greater in width and 6" greater in height than the finish- ed opening, Lentil after errtrances .are installed. After guide rails are set and lined) the entrance frmnes shall be installed :in perfect alignment With the guide rails. Finished walls will then be completed by others. .31 - OPERATION: (Selective Call ective.Automatic Pushbutton Operation Without Atten- dant -Control of the elevator shall be automatic in operation by means of pushbuttons in the car nl.lmbered to correspond to floors served, for registering car stops and by "up -clown" pushbuttons at each intermediate Landing and "call" pushbuttons at terminal landings. The momentary pressing of one or more buttons shall dispatch the car to the designated landings in the order in which the land- ings are reached by the car, irrespective of the sequence in which tile buttons are pressed. Each landing call shall be cancelled when answered. When the car is Itraveding in'` the up direction, it shall stop at all floors for which car buttons' or "up" hall, buttons have been pressed, it shall not stop at floor's where "down" buttons only have been pressed, unless the stop for that floor has been registered. by a car button, or unless the clown call is at the Highest floor for which any buttons have been pressed. Likewise, the pressing of an "up" button when the car is traveling in the clown direction shall not intercept the travel unless the stop for that floor has been registel-ecl by a car button, or unless the up call is the lowest for wl-rich any button Has beeri pressed. When the car has responded to its highest or lowest stop, and stops are register- ed for the opposite direction, its travel shall reverse automatically and it shall then clear the calls registered for that direction. Should both up and down calls be registered at an intermediate floor, only the call. corresponding Co the direction in which the car is traveling shall be caIcelled upon the stopping of the cat- at, the Landing. An adjustable time delay shall be provided so that after the car- has stopped ].n response to a hall button, the entering passenger may register his car' button before the car will reverse to answer -calls :in the, opposite direction. The car . s tat ion shall.contain an emergency switch :for stopping the car at any point in its travel. Opening of this switch shall not cancel registered calls, when the swi.tcll is closed, the car shall contime to answer (ails that have been registered. Car Station shall also contain a key operated toggle switch for the car light, a fan switch if a .fail is used, and a "COUP open" button for stopping the closing motion Of the doors and causing HIC111 t0 return autolllatiCally to their Open pOSi- t1on. The buttons in the car and hall stations shall be of the :light -up type which will be illuminated when the button is pressed indicating that a Call has been xogjs- tered :for that landing. o - .32 - CAR POSITION :INDICNFOR: An electric position indicator shall be provided in each car. Indicator will consist of a finished face plate with numerals, be- hind each of which shall be a small shielded light bulb, so arranged that as the car travels through the Wistway its position shall be iIiclicated by the illumi- nation of the numeral corresponding to the landing at Aich the car is stopped or passing. . .33 - ELECTRONIC PASSENGM SENSING DEVICE: A solid state electronic detector designed to oper�ltc as clesnri.irecl- Blow sFiall be provided at the entrance of the elevator car. Ili addition, an electro--mechani.cal reversal edge shall be provided on the landing edge of the car door. After a stop is made, the doors shall remain open for an adjustable time interval. Closing may be initiated instantaneously by reg,istrat.ion of a car call. The doors will remain open as long as the electronic detector senses the presence Of a passenger or• object in the door opening. If - door movement is obstructed fora predetermined time, the doors will resume normal closing operation. If the electro-mechanical reversal edge contacts a person or object wlli.le closing, the doors will immediately stop arid reopen. Closing will be initiated one-half second after the passenger or' object has moved from the Opening. .34 - 141WDICAPPED REQUIREMENTS: a. Car station shill have raised numerals and letters. b. Special car position .indicator with audible signal. c. Car riding lantern with one (1) aud'i.ble signal for up and two (2) audible signals for clown and door jarmb markings. d... All fixtures located as required by handicapped requirements. 0. Hanclrai i• skhall,. be located as. required by the handicapped requirements. 03. INS`IALLMON: In accordance with manufacturer-'s sp �.�.f;icatiorl and sirbsequent approval of the al_C�nect arid goverrullent Officials. 04. RELATED REQUIRENIENTS: Sec General Conditions. .1 - PAINTING: All exposed metal work furnished by the Elevator Contractor under iTcE e specifications shall be properly painted after installation, except as otherwise specified. .2 - PERMITS, TAXES MD LICENSES: All applicable sales and use taxes, permit :fees and licenses, .as of ti��T)-fcls are taken, shall be paid for.by the Elevator Can- Lracto.r., The Elevator Contractor- shall be paid, as an addition to the contract price, any additional taxes, fees, Or' other charges exacted from the Purchaser or the Eleveator Contractor on account thereof, by any 'law enacted after' bids are taken. .3 - STORAGE: A dry and protected area, conveniently located to the elevator hoist - way, will be assigned t0 the Elevator Contractor without cost, for storage Of his material arid tools. If storage oil the site is no.t available at time of delivery, Purchaser shall provide suitable storage and asstulle all costs incurred. ..4 - 'TEMPORARY SERV[CE: Should the service of any elevator be required before comple- Yionaricifrria. acceptance, perlriiss ion in writing must" first be obtained from the Architect. In addition, the User agrees to sign the Elevator Contractor's temporary acceptance forIl and be bOUlid by the terms arld conditions thereof. .5 - MAINTENANCE SERVICE: The Elevator Contractor shall furnish maintenance arid call aC< service on ea C 1 elevator after it is completed and placed in operation for a period of twelve (12) months. this service shall consist of periodic exarmina- 'tiOIls of the equipment, adjustments, lubrication, cleaning, supplies arrd parts to keep tile eCluiplllellt in prOper operation, except such adjustments, parts Or repairs made necessary by abuse, misuse Or any other causes beyond the control of the Elevator Contractor. All work will be Clone by trained employees of the Elevator Contractor during regular working hour's of the trade. .6 - WARRANTY: The Elevator' Contractor shall warrant the equipment .installed by hint uncel r tlfese specifications against defects in materials and wor'klnanship and will correct any defects not clue to ordinary wear or tear or improper use or care which may develop within one year from the (late each elevator is completed arks placed in operation. This warranty is not intended to supplant normal maintenance service and shall riot be construed to mean that the Elevator Contractor will provide free service for periodic examination, lubrication, or adjustment clue to normal use, beyond that included in the specifications; Ilor will the Elevator Contractor correct, without chEL-ge, breakage, maladjustments, Or other trouble arising from abLis(,,, misuse, imlptOper Or Unbalanced power supply characteristics, illlpr'Oper' o'r' inadequate maintenance, or any other causes beyond his control. If there :is more than on6 unit in this sp(�cif:icatiolls, this section shall apply separately to each unit as completed and place([ in operation. e, DIVISION 15 - A PLUMBING O1. SCOPE: The Plumbing Contractor's work will :include the furnishing of all materials, labor, equipment, and supervision necessary to the complete furnishing and instal- lation of all plumbing work shown on the drawings, hereinafter specified and all labor and material properly or customarily a part of such work unless and except as otherwise specified. In general, all labor and materials necessary for the installation of a plumbing system as designed consist of the following: sewage system, cold water piping, hot water piping, -,gas piping arid plumbing fixtures as indicated on plans. This Contractor shall make all connections to his equipment, also all other connections of his work to the work of other contractors and do all excavating arid backfilling for his work. The installation shall be in accordance with the latest rules and regulations ofthe State, County and Local code requirements. 1. Plumbing Plans: The plumbing plans are diagrammatic and show the relation of piping arivlc'onnections and must not be scaled for exact outlet location. Che Contractor shall refer to the plans and details for all fixture locations and shall fit his work accurately to the building. This Contractor shall be re- quired to move any pipes, etc., that interfere witki details at his own expense. 2. Deviations: No deviations from the plans and specifications shall be made wit -rout tie full knowledge and consent of the Architect as -enumerated in the general conditions. 3. Cooperation: This Contractor shall schedule his work and in every way possible cooperate with all other contractors on the job to avoid delays, interferences unnecessary uiecessary work. This Contractor shall do all cutting and excavating necessary for the installation of his work, but he shall not cut the work of any other contractor without first securing approval. He shall repair any work damaged by his employees, employing the services of tfie contractor whose work is damaged. 4. %terials and Workmanship: The pluming contractor shall -submit. to the Owner for approval a complete list of all fixtures he proposes to use in his work, giving the name of the manufacturer and catalog number. This Contractor shall not cover any of this work until all work has been inspected and approved by the authorities having jurisdiction and has been approved. 5. Excavation and Backfill: Trenches for underground pipes shall be excavated to the required depthand bell holes provided as necessary to insure uniform bearing. Excavation below required depth shall be refilled with sand or gravel firmly compacted. Where rock is encountered, it shall be excavated to a depth of 3" below the lowermost part of the pipe and. the space shall be refilled with sand or gravel as just specified. After pipe lines have been tested,. inspected arid approved by the authorities having jurisdiction, the trenches shall be back - filled with approved material. 02.' MATERIALS AND INSTALLATION: Shall be in compliance with plans and specifications and in accordance with oral codes, (P,V.C. maybe Substituted if Codes allow.) 1. Cast Iron Pipe: All sewer, soil, waste and vent lines of 2" and larger within e building shall be service weight cast iron soil pipe and fittings. All drain and waste lines under the building and Larder concrete or other paved areas shall be extra-heavytiveight cast iron pipe and fittings. All pipe shall be labeled with the manufacturer's name and weight on each length of pipe and each fitting and shall comply with C..I, Soil Pipe Institute. 2. Vitrified C1aY Pipe: All drain and waste lines outside the building and not coverer-T abovee _sliall be vitrified clay tile pipe and fittings. 3. Sanitary Drainage stem: This Contractor shall furnish and instaP1� all soil, waste, vent and drainage lines serving the building arid connect tosanitary system as shown on plans. 4. Wrought Iron Pipe- All waste 1-1/2" and smaller shall be galvanized iron pipe except where indicated. 5. Grades: Where no grades are indicated on the plans, sewer pipe shall be laid on a slope of not less than 1/8" per foot, unless otherwise indicated. 6. Joints: All joints in cast :iron soil pipe shall be made,of oakum and molten ea , thoroughly caulked and made gas and water tight. All joints in threaded pipe shall be made with red lead, but caution must be used so that only a.thin coat of lead is put on the male thread only. The, ends of all pipe shall be reamed free from burrs and threads shall be cleancut and tapered. 7. Cleanouts: This Contractor shall provide cleanouts of same size as line served at the of soil and waste stacks and at intervals and elsewhere as required by the local plumbing code. All cleanouts shall have cast brass or bronze plugs. Ferrules shall be extended to and brought flush with surfaces through which it extends, and plugs shall have countersunk nuts. Cleanout plugs shall be located and installed so that they will be readily accessible and removable. The exact locations shall be determined and submitted for approval. 8. Flashing: Each vent line projecting through the roof shall be covered with metal roof jack. 9. Floor Drains: Floor drains shall be furnished and installed where shown on, the plans. 10. Fixture Connections: All fixtures having floor outlets shall be connected to cast Lrori With cast iron closet flange properly caulked. 11. Water Service: This Contractor shall extend building water line to the furnished water service. 12. _Domestic Hot and Cold Water: From the water connection, the Contractor shall rrnish any 'install TIstrTuting mains with branches and risers. All branches and risers shall be equipped with shut-off valves. The Contractor shall pro- vide and install all interior cold and hot water piping and shall make con- nections to hot water heater, and all plLumbing fixtures, sill cocks acid other points requiring cold water and hot water service Larder this and other divisions of the specifications. Provide cut -off -valve where water service enters building and as shown on plans. All water mains shall pitch toward the drain valves and shall be arranged so that the entire system can be drained through accessible valves at low points. Sizes for water piping shall be as indicated on plans. 13. Air Cushions: The top ends of all hot and cold water risers shall be provided With stud a sorbers by Wade, Zurn, or JUsam sized according to P.U.I. Standard #WH-201. 14. Pipe and Fittings: All hot and cold water mains within the building shall be type L" hard copper pipe. Nipples shall be of the same material and composition as the pipe. All fittings shall be cast brass design for solder sweat connecting. Unj;ons 2" arid smaller shall be copper ground joint 125 lb. working pressure. Unions 2-1/2" and larger shall be type 'B" zinc coated and shall be flange pattern for 125 1b. working pressure. Use di.alectric fittings when connecting copper to iron pipe. Screw type fittings are to be used where required by local code. All pipe shall be properly reamed and cleaned before sweating or connecting to mains. All joints shall be made with 50-5-0 solder. All copper pipe under slabs are to be continuous (with no joints) and covered with sand. Projections through concrete are to be wrapped. All piping during construction shall. have ends capped or plugged to prevent building materials from getting into the water system. Water service from meter to main cutoff valve inside building to be genuine galvanized wrought iron. 15. Pipe I(angers and Sup2orts: All piping shall be supported fron) the building structure by means of approved hangers and supports. Piping shall be properly graded and pitched as hereinafter described, and shall be so arranged to provide -,for expansion and contraction. Insulated piping shall be supported exterior to covering. All hangers shall be secured to approved inserts or expansion shields. Inserts shall be set in place before concrete is poured. Vertical lines shall be adequately supported at their base .by a suitable hanger placed in the horizontal line near the riser or by a base fatting set on a pedestal. 16. Thermal _Ex� aursion of Pipe: Swing joints, turns, or expansion loops shall be provided where necessary to provide for expansion of pipe. Broken pipe or fittings due to stiff connections, must be removed and replaced at the contractor's expense. 17. Pie Sleeves: Sleeves shall be set in new concrete construction before pouring. This Contractor shrill . be responsible _for the location and setting of t1W sleeves. All sleeves installed in a vertiQal position shall be constructed of No. 22 gauge galvanized iron, and all sleeves set in a horizontal position shall be standard weight steel pipe. Sleeves in exterior building walls below grade shall be installed with approved caulking between sleeves and piping to make waterproof joint. All sleeves shall be of size to allow insulation to be continuous through sleeves. - 18. Valves: Furnish and install all valves shown on drawings or as necessary for proper control of the equipment. All valves 3/4" -and snkaller shall be globe valves and all other valves shall be gate valves; unless othe-rwise'specified All valves 2" and smaller shall be brass. All valves 2-1/2" and larger shall be iron body, brass trim. All valves shall be suitable for 125 lb, working pressure, and all globe valves shall have replaceable elastic disc of the composition best suited for the service intended, and all check valves shall have swing checks. ,4 F 02. MATERIALS. AND INSTALLATION: (continued) 19. Valve Locations: A l-shut-off and control valves shall be located for easy t: access and operation, where valves must necessarily be located i:n enclosed spaces they shall be provided with access doors of sufficient site for operation. 20. Sill Cocks: Frost proof sill cocks shall be provided and installed -where shown n plans. Contractor is -cautioned to order proper length to fit thickness of wall. 21. Fixtures: This Contractor shall furnish, install and connect all plumbing f ;fixtures as shown on drawings.. Baptistry tank to be :Furnished and set by others. Heater to be furnished and installed by this Contractor including all piping for baptistry. 22. Insulation: All water piping within building shall be wrapped with 1/2" thick FlUerglass with vapor barrier. All insulation and insulation materials shall be fire -resistive with a flame -spread less than 25 and a smoke rating less than 50. w 41 r; DIVISION 15 - B HEATING AND AIR CONDITIONING 01. EQ01PMENT S ECIFI T N : All air con itioning and heating equipment is to be Trane, Lennox, Carrier or.approved equal, in accordance with the specifications on the mechanical plan of the construction drawings. BTUH heating and cooling capacities and CFM capacity of blower for alternate equipment shall be within ± 2% of equipment specified unless approval is obtained from the Owner. Alternate equipment must be submitted for prior approval. 02. WARRANTY: _TFe air conditioning and heating contractor shall be responsible for th6 heat ng and cooling system both in installation and proper operation. The A/C contractor shall issue a warranty covering all workmanship and materials for one (1) year from Owner's final acceptance of the building. Refrigeration com- pressors shall be warranted for an additional four (4) years. 1. Electric heating elements where specified shall be furnished with Fused dis- connects, manual and auto, reset and contactors. Trane, Carrier, Indeeco, or equal. 03. >1ATERIAL AND INSTALLATION: In compliance with plans and specifications and in accordance with oca co es. Duct SZstem: 1. All supply and return ducts are to be fabricated to size and installed as shown on mechanical plan of the construction drawings. Duct material minimum 26 gauge galvanized steel for 12" and under,up to 30" - 24 gauge, up to 60" - 22 gauge, up to 90" - 20 gauge,and over 90" - 18 gauge. 2. All steel supply ducts are to be insulated with minimum 1" thick, vapor barrier faced, fiberglass outside or 1/2" fiberglass inside lining. All ductwork :sizes must be increased by 1" if inside liner is used. Liner material must be submitted for prior approval. 3. All plenums and the first 6 feet of trunk supply ducts are to be lined with 1/2" thick'fiberglass duct liner. 4. Flexible connections are to be used between all plenums and the duct system. Connection to be equal to "Ventglas'.' "Neoprene" coated glass fabric, 4" width metal edged. Install with l" slack in spacing. 5. All exterior metal duct`joi.nts are to be pocket lock construction. Interior ducts may. use drive slip joints. 6. Air flow vanes (double thiclaaess type) and extractors are to be -installed' in ducts, where shown on drawings. 7. Fresh air intakes are to be installed as shown and in accordance with all applicable national, state and local codes.' i 8. All sheet metal work shall be constructed and installed in accordance with "SMACNA" duct manual, Section 1. Re isters,.Grilles and Diffusers: 1,, Sidewall registers are to be Barber -Colman, Carnes, Tuttle -Bailey or approved equal. sized as shown on the mechanical plan. 2. Ceiling registers are to be Barber -Colman; Carnes, Tuttle -Bailey or approved equal. 3. Return air grilles are to be Barber -Colman, Carnes, Tuttle -Bailey or approved equal. 4. Combustionair and fresh air louvers are to be Carnes or approved equal. S. Ceiling registers are to be provided with adjustable dampers and damper boxes. 6. Return air from rooms shall be as shown on mechanical plan meeting state and local codes. Location of Equipment: 1. l maces and otherair handling equipment shall be located -in equipment spaces as shown on mechanical plan. Approval for change must be secured prior to installation. 2. All condensing units and other outdoor units located at grade are to be placed on concrete slabs by others. 3. All condensing units dnd other outdoor units located on flat roofq.,,axe placed as shown .on drawings, any deviations must be approved by Architect. whin • 3ie low voltage.contxol wiring shall be provided by the air conditioning contractor. 2. The line voltage wiring and disconnects shall be provided by the electrical contractor. Electrical contractor'shall furnish all wire and other materials in sufficient quantity to :rem electric power from disconnect to equipment. The mechanical contractor shall make actual connection to his equipment. The Electrical Contractor shall, at the request of the Mechanical Contractor, be available during hook-up and start-up.of said equipment. Dampers: where state or local code requires dampers, fire or smoke dampers shall e located in•return air system as near furnace as possible. All ducts that penetrate fire walls shall have Class A fire dampers. All dampers shall.be connected to smoke detectors and a rate of rise-fuseable disconnect. 04. RELATED RI?QUI1W ENTS : Testing an Balancing: g: Upon completion of installation, system shall be adjusted and tested in normal operation for period of not less than seven (7) days and shown to be in satisfactory operating condition, complying with intent of plans and specifications, and tested and balanced to within 5% of air quantities shown on drawings. Heating and Air Conditioning contractor shall provide labor, instruments, and other facilities required'for tests and adjustments. Tests shall be in presence ofeither Architect, Owner, or designated representative of either. Contractor balances flows to obtain quantities shown in schedules and on drawings and instructs Owner's operator as to proper operation of system. After review. and observation of Contractor's submitted flow balancing report, if, in Architect's opinion, it is believed reports are not satisfactory, and it appears Contractor is unable to perform balancing, Architect shall take responsibility of properlry balancing system charging Heating and Air Conditioning contractor $150.00 per eight (8) hour day per man, plus expenses•4and equipment required. Any part, of a day shall constitute "one day". DIVISION 16 ELECFRICAL GENERAL CONDITIONS: i e Instructions to Bidders, General Conditions, and Supplemental General Conditions w shall be and are hereby made part of this Division, and the Contractor shall and hereby agrees that he will read carefully all paragraphs as mentioned and be bound by their.condition. 01. SCOPE: 1-.--'Me Electrical Contractor shall furnish all labor, materials, tools, ladders, scaffolding, and equipment required to install the complete electrical wiring system and related work as indicated on the drawings and specified hereinafter. 2. Everything necessary for a complete and satisfactory installation shall be furnished and installed by this Contractor whether or not specifically shown or'. specified. This is not intended to cover major pieces of equipment, but it is intended to include all miscellaneous parts, devices, accessories, controls and appurtenances which are required for first-class installation.complete in every respect. �3. The Contractor shall visit the site and inform himself of the conditions that this work must be performed under. No subsequent 'allowance V411 be made in his behalf because of error on his part of failure to�vis.it tho site. 4. Installation shall :include but not be limited to the following: a. Conduit and wiring system for lighting. b. Conduit and wiring system for power and controls. c. Fixtures, lamps, and hanging of ., d. New service entrance. e. Empty conduit. system for future public address and intercom system. f. Master label lightning protection system. g.. Empty conduit system for telephones. h. Permits _ k i. Shop drawings and wiring diagrams as xecluixed. i. Guarantee and warranty 02. WIRING PLANS: 1. M'( trical ayouts indicated on drawings are diagrainmatical only; the exact Jocation o all outlets shall be governed by the architectural drawings. The Architect reserves the right to make any reasonable changes (approximately 6' in the location of outlets.of fixtures, switches, receptacles, or equipment prior to the roughing -in of such without additional cost to the Owner.) 2. The Contractor shall refer to the Architectural, Mechanical, and Structural drawings and specifications to thoroughly familiarize himself with the work which must be coordinated and adjust his work accordingly. 03. OMISSIONS: 1. e crawings and specifications shall both be considered as part of the contract. Any work or materials shown on one and omitted in -the other, or described in one and not shown on the other, or where may be fairly implied by both or either, shall be furnished and performed as though shown in both in order to give a complete and satisfactory job. 04. DEVIATIONS: . No deviations from the plans and specifications shall be made without the full knowledge and consent of the Architect or Engineer. 2. Should the Contractor find at any time during the progress of the work that in his judgment existing conditions make desirable a modification of the require- ments of any particular item, he shall report such items promptly to the Architect for his decision and instructions. 05. PLANS FOR THE ARCHITECT: 1. This Contractor s all keep at the site one set of plans for the express purpose of daily recording any change in the running of conduit or relocation or re - circuiting of any outlet, device, or equipment. It shall be the duty of one of his employees to correct in red or yellow pencil every change at the time it is made; and as soon as the work on the floor is completed,•the corrected print shall be turned over to the Architect, as "As -Built Drawings." 06. SHOP DRAWINGS: 3. Shop raw-ings will be furnished for the switchboard, lighting panelboards, the fire alarm system equipment, motor generator set, lighting fixtures, and where called for or when requested by the Architect. or Engineer for approval. When called for six (6) copies shall be submitted in time enough to allow four weeks from date of receipt in Architect's office before final approval is required to meet the construction schedule. The submittals to the Architect shall bear the Contractor's stamp of approval evlcencxn that he has examined and che-6k6d same arid that t e in oz•mation contained is an accordance with the contract requirements, and any deviations- shall be clearly marked. 2. The approval of sop drawings shall not be construed as permitting departure from the contractual requirements. 07. KIND AND QUALITY OF MATERIALS-, T. materials used carrying out these specifications shall be new and shall a bear the U. L. label when such labels are available. All materials shall be the highest class throughout. The plans Fund/or specifications indicate the name, type or catalog number of materials and equipment to be used as "Standards". 2. All proposals shall be based on "Standards" specified. 3. Special attention is called to the fact that within 10 days after the electrical contract has been awarded, the Contractor shall submit to the Architect for approval A COMPLETE LIST OF ALL MATERIALS, FIXTURES, AND EQUIPMENT that he proposes to use in his work, giving the names of manufacturers, trade names, and the catgJog number. In the event that within the time stated above the Contractor fails to submit the above list, the Architect reserves the right to select a full line pf materials, fixtures, and equipment, which selection shall be binding upon the Contractor for these materials, fixtures, or equipment as the case ;nay be and shall be used in his work. This list shall be submitted and approved before any material is installed. 08. WORIQvIANSHI P : 1. ni�Fe work shall be done at all times under the supervision of a competent mechanic specifically qualified in electrical installations and shall be of the highest class throughout. 09. CUTTING AND EXCAVATION: 1. nso ar as it is possible to determine in advance, the Electrical Contractor shall consult with the Masonry Contractor quid others as to leaving; the proper chases and openings :for his work, and he shall place all of his outlets, anchors, sleeves, and supports prior to the pouring of concrete or masonry work in order to eliminate any cutting and will.be responsible for the proper size and location of same, 2. All cutting and patching of concrete block, plaster, brick, or other materials shall be performed by this Contractor under the supervision of the General Con- tractor, but no cutting shall be dorie which will by any means mar the looks of the building or affect the same structurally without first consulting the Architect and receiving his consent. Any routine damage caused by cutting or in any other way caused by the Electrical Contractor in the perfonkrnce of his contract shall be repaired or replaced under the separate heading for the type ' of material -included in a manner satisfactory to the Architect. Any unnecessary damage causes by the Electrical Contractor due to reception of this work, brought about through carelessness or lack coordination, shall be corrected under the_ separate heading for the type of materials involved but paid for by the Elec- trical Subcontractor. 3. No`structural members shall be cut without first consulting the Architect. 4. Any excavation and backfilling necessary for the performance of the electrical work shall be doine by this Contractor. Excavation shall be unclassified, and no extra will be paid this. Contractor in the event that rock is encountered. 10. STANDARDS: T_._1n,oTar as they apply, the latest rules and regulation of the National Board of Fire Underwriters, 1978 edition NEC, and any local and/or state electrical codes having precedence shall be strictly adhered to. 11. . GROUNDING:' 1. The entire system of conduit and equipment- shall be grounded in accordance with the National Electrical Code, Article No. 250, latest edition. 12. IESTS: !.-On completion of the work, the installation shall be entirely free from grounds, short circuits, and open circuits. A thorough operational test shall be made in the presence.of the Architect or his representative. This Contractor shall. balance all circuits so that the feeders to the panels shall not be more than 10% out of balance between phases with all of the available load energized and operating, This Contractor shall furnish all labor, materials, and instruments for the above tests. 13. INSPECTION• FEES AND PEI;ZITS: 1. The electrical contractor shall obtain and pay for all necessary permits and inspection fees in connection with his phase of the work. 14. GUARANTEE: 1. The right is reserved by the Architect to accept or reject any part of the installation which does not successfully meet the requirements as tet out in these specifications. 2. The Electrical Contractor shall furnish a written warranty countersigned and guaranteed by the Owner's Contractor stating that all work installed under this Division shall be free from defects in workmanship and nkiterials for a period of one year from the date of final inspection. The above,parties further guarantee that they will repair any defective material or workmanship occurring within the term of the guarantee. 15. TEMPORARY LICI-17'ING: I. e Electrical Contractor shall furnish and install eight (8) pigtail sockets with 150 watt lamps, evenly distributed throughout -the building. 2, the Electrical Contractor shall furnish .and install four (4) power outlets which shall be 15-amp, l-phase, duplex receptacles for either 110 or 220 volts as directed by the Owner's Contractor. 3. Any light or power outlets required over the maximum quantity noted above shall be paid for the Contractor or Subcontractor requiring the same. 4. The service and panelboard required for the above light and power outlets shall be furnished and installed by- this Contractor, but the power consumption shall be paid for by the Owner's Contractor who shall also indicate prior to instal- lation whether 3-phase or l-phase service is desired. 5. Any 3-phase outlets required shall be paid for by the Contractor oz• Subcorirtactor requiring same. , 16. CONDUIT INSTALLATION: I. Con uit shall e continuous from outlet to outlet and from outlet to panel or - pull box. All conduits shall be concealed in the• building construction except as noted. Rigid conduit shall be secured to all boxes with bushings and double locknuts so that the system shall be electrically continuous -from service to all outlets. All conduits shall be 1/2" nri.nimtm, inside diameter. All conduit joints shall be•hacksaw cut square, reamed smooth, and threads shall be full length so that conduit ends will-butt'in the couplings. All•thr•eaded conduits installed underground or in poured concrete slabs shall be red -leaded with lead applied to the male threads only. All -conduits installed underground or • in pouted concrete slabs shall be painted with asphalt varnish paint, or approved equal.. PVC conduit may be used below ground or in concrete slab'in lieu of above; fJapproved by .local authority and with separate `•'green" ground wire added, •r ._ ..-. .l . i. - -.-ice---...��..� ' _i '.� --.... 16. CONDUIT INSTALLATION (continued) 2. n ro -rein orced concrete slabs, conduit shall be blocked up from the forms and securely fastened in place. All conduits in slabs shall have a minimum of 1-1/2" concrete coverage above the conduit. 3. All conduit lines shall'be securely corked and all outlet boxes stuffed to prevent excessive water and other materials from entering during construction. 4. Bushings from 2" size down shall be equal to T & B plastic. Sizes 2-1/2" and up shall be equal to OZ Type B�, Efcor Series No. 55, metal ring and insulator as an integral part, of the bushing. S. Where conduits are installed in poured concrete slabs and cross on expansion joint, an expansion fitting similar to OZ 'Type AX with a bonding jumper `I`ype Ai . shall be installed. 6. he Electrical Contractor shall furnish all necessary straps, hangers, racks, and inserts to properly support all feeders and exposed conduits. No run of conduit shall exceed 100' without the use of a pull box. 7. Where conduits are run exposed, they shall run parallel and at right angles to the building lines and shall be grouped in banks where possible; this applies to -vertical and horizontal runs alike. 8. All conduits shall be installed in a manner indicative of good worlananship, and lends shall be made using tools specifically designed for this purpose to prevent kinks or'flattens - out areas. All radius bends shall be at least six (6) times the external diameter of the conduit being bent; no method of heat shall be applied to conduits to bend them. 9 All conduits left empty for future use shall be left with a 10 gauge copper -weld wire pulled iri them and capped or corked at both ends. 10. All conduits installed over roof deck shall be run in routed -out notch, performed by General.Contractor, roof treatment shall be applied after conduit and boxes are in place.. Outlet boxes shall be installed in holes sawn through deck with i circular hole"saw". Ceiling boxes shall be deep enough to allow conduits to enter side k.o. and lay flat in notch. Stuff jute around boxes after instal- lation to prevent roof treatment from running through to underside of roof deck. 11. Conduit shall be Pittsburgh, National, Republic, General Electric, White or equal. 12. Electric metallic tubing may be used where allowed by local governing authorities. DN' shall not be.used where subject to mechanical injury (exposed on wall less than 6' up), and in no case shall it be embedded in concrete slabs or underground. Where tubing is connected to an outlet box or panel, it shall be terminated in an approved type connector. It shall be coupled together with an approved type coupling. 17. HANGERS AND SUPPORTS: 1. Provide all inserts, hangers, and supports as shown or required for all work. Feeders and other exposed conduits shall be rigidly supported at intervals riot over 9' apart by means of clamps to building. Where necessary to support apart from the structure, use drop rod and ring hangers or racks. The use of chains, perforated iron, or bailing wire will not be permitted for supporting conduit runs. 2. Conduits shall be suitably supported at intervals not to exceed those as follows: a. 1/2" and.3/4" - S' b. 1" and 1-1/4" _ - 7' c. 1-1/2" and larger - 9' 3. The Electrical Contractor shall furn.ish,all suitable iron or steel supports necessary to support or brace panel cabinets, switches, fixtures, power panels, etc. 18. JUNCTION AND PULL BOXES: 1. Boxes shall. 6e installed in conduit lines wherever necessary to avoid too long runs or too many bends. No run shall exceed 100' without a pull box. 2. Boxes shall be galvanized.or sheradized sheet metal of code thickness with lapped and welded joints and with 3/4" inside flange. 3. Boxes shall be rigidly supported on the ceiling or wall or on angle iron supports bolted to the surface. 4. Covers shall be one piece of code thickness steel fastened to the'box by means of screws in tapped holes in the flange. 5. Boxes shall be accessible and sized in accordance with provisions of the 1975 National Electric Code, and in all. cases they shall be of ample size to allow for convenient working and easy bending of the cables. 6. No pull or junction box shall be installed for joint use of 110 volt and signal or low -voltage controls unless the wires are all insulated for the highest voltage being used in the same pull box, 7. Boxes shall be NEMA Type 3R, raintight where exposed to the weather, equal to Keystone Type KRC, Boxx or Hoffman. 19. OUTLET BOXES: 1. >.n general, each fixture, switch, receptacle, and ocher outlets, etc., shown on drawing shall-be'pz°uvided with a galvanized or sheradized outlet box of ap- propriate size and depth for its particular• location aid use. 2. Ceiling outlet boxes shall be 4" octagon,"1-1/2" deep, equal to Steel City No. 54151.. Use deeper boxes where required and concrete rings and plates of depth required in roof deck. All ceiling outlet boxes shall have a fixture stud of the no -bolt, self-locking type.installed if required to hang the :fixture specified at that outlet. 3. Receptacle and switch boxes in plastered walls small be .4" square. 1-1/2" deep, -using plaster rings of the depth necessary for the wall finish being used. Sectional switch boxes shall not be allowed. 4. Receptacle and switch boxes installed in concrete block walls not plastered shall be provided with Paco Series No. 690 through No. 699 masonry boxes of the proper depth and gauge required and specifically designed for this purpose; or if more than two conduits enter the box from one direction, 4" square boxes with square cut device covers not less than 1" deep, specifically designed for this purpose, .shall e use and edge plaster rings will not be acceptable for block walls. 5. Where conduits are run exposed, galvanized malleable fittings with proper type covers and hubs threaded for screw connections shall be used at each outlet and at each change in direction of run. Pressed steel.boxes will not be permitted on exposed work. Use FS conduits for all exposed switches, etc. 6. Boxes and fittings shall be Appleton, Steel City, Raco, Efcor, Crouse -Hinds, or equal. 20. WIRE AND CABLE: 1. All con uctors used in this project shall be soft minealed 98% conductivity copper, for No. 8 and si filer. The use of aluminum wire is 1vni.ted to larger sizes only wiVh compression fittings. All sizes shown on plans are copper only. 2. Wire for main feeders, panelboard feeders power wiring, and branch circuits shall be type 'THW, 600 volt insulation. 3. Control wiring shall be as recommended by the equipment manufacturer. 4 The outer covering of one of the conductors shall be white or painted white at Lill terminal ends indicating the neutral wire. r S. All wiring shall be marked and color coded in strict accordance iAth Article No. 210, NEC, 1975 edition. 6. Wire and cable shall be Cerro, Paranite, Anaconda or approved equal. 21. WIRING DEVICES AND PLATES: 1. The Electrical Contractor shall furnish and install wiring devices as shown on the drawings. The following is a partial listing but is not to be considered as a complete listing. Other miscellaneous shall be as shown on the drawings. ,. a. Wall switches shall, be Hubbell No. 1221-I, 1222-I., 1223-I, or 1224-I, or pan approved equal. b. Duplex receptacles shall be Hubbell No. 5252-I or approved equal. c. Duplex weather-proof receptacles shall be Hubbell No. 5214 or approved equal. d. Special receptacles shall be as called for on drawings. 2. Plates shall be furnished and installed for all devices. Plates shall be stainless steel of type and number of gangs required. Plates shall be Bryant, Hubbell, or approved equal.. 22. LIGHTING FIKEURES: I. Lighting ixtur.es of the type's shown on'the drawings under fixture schedule .shall be furnished and installed on all li.ghti.ng outlets as shown on drawings, including all necessary miscellaneous hangers. 2. All fixtures shall be lapped completely with lamps of wattages as shown and , reconiiiended by the manufacturer. All joints in fixture wiring shall be made using wire nuts, preinsulated or uninsulated Scotch locks, Ideal No. 30-410 crimps and No. 30-415 wrap caps, or other approved mechanical means of connection. 3. All incandescent lamps shall be rated at 130 volts, inside frosted, unless specifically called for otherwise by the mane a cturer or listed otherwise in the fixture schedule. 4. All fluorescent lamps shall be standard cool, white unless otherwise noted and shall be as manufactured by General Electric, Sylvania,.or Westinghouse.. S. All fluorescent ballasts shall be high -power factor mid bear the ETL and CBM labels for Class "P" protection and shall be rated for 110/125 volts operation. Super -premium shall be standard. t. 22. LIG'IITING FIXTURES: (continued) 6. Prior to purchasing the fixtures, the Contractor shall submit six fixture brochures of the complete list of fixtures he proposes to use... Should this i Contractor propose to submit fixtures other than those specified, he shall include cuts of both the specified fixture and the proposed "equal" fixture in the fixture brochures. If requested.by the Architect, this Contractor shall submit a sample fixture, which fixture shall be returned after inspection by the Architect. The Architect reserves the right to accept any fixture as an approved equal. 23. LIGHTING PANELBOARDS: 1. Panelboards s a 1 be of the circuit breaker, dead -front safety type equal to Square D type NQOB as indicated on plans under panelboa-rd schedule, shall bear the approved'device label of the U. L. and shall meet all applicable require- ments of the National Manufacturers Association. The panelboards shall be first lime or quality product of one of the following manufacturers, or equal: i, Square D. Company, General Electric Company, Westinghouse Electric Company. 2. The number of branch circuits, their rating, number of poles, arrangements, etc., are indicated on the drawings. 3. All panelboards shall have lugs (both the main lug and branch circuit lugs) suit- able and U. L. approved for both aluminum and copper conductors. Such panel - boards shall have their breakers labeled acid approved by the U. L. 4. Lugs or connectors shall be provided in the mains and on the load side of each branch circuit. Neutral bars shall be provided as required. S. Bug bars shall be of the sequence -phased type arrand For 120-208 volt, 3-phase, 4-wire mains -as shown on panel schedule. 11 circuits shown as common neutral shall be installed in accordancewith the National Electric Code, Article Nos. 100, 210-4, 210-5, 220-4d, and 310-11, note 11. All circuits in a panel shall be balanced to achieve not -greater than 10% unbalance neutral'cur-rent in the panel feeder. Panel numbering shall be in vertical arrangement to facilitate . the above. 6. Multiple breakers shall have comunori trip. Trip indication shall be as indicated by breaker handle moving to a position other than ON or OFF. Doors on panels shall be equipped with chrome -plated lock and a catch with two keys supplied for each lock. Panelboards shall be flush -or surface -mounted as required. 7. Six handle lock -on devices shall be furnished For each panel, for.installation by this Contractor on circuits as directed by the Owner, to prevent unauthorized personnel from turning off circuits to controls, unit heaters, clocks, night lights, etc. Any spare lock-ons remaining shall be turned over to the Owner for his use. 8. Type directory cards shall be provided under plastic on the doors. Contractor shall submit detailed drawings for approval showing size of cabinets, trims, detail for bussing, locks, method of numbering, voltage, phase, etc., and shall obtain approval from the Architect before manufacture is commenced. y 24. SAFETY SWI'TUIES: 1, Safety switches shall be heavy-duty, horsepower -rated, quick -make, quick -break with arc shields, enclosed construction, fusible or nonfusible as indicated for switches 200 amps and larger. Switches 100 zmips arid -smaller shall be normal - duty, quick -make, quick -break. Light -duty switches will not be acceptable. Switches shall be provided with number of poles and dual element type fuses as required and rated for 250 volt AC service, Enclosures shall be NEMA 1 for interior and NEMA 3R for exterior. Use dual -element type fuses (fusetrons) in any safety switch serving a motor circuit. Use no -fuse disconnects at remote motor locations as indicated on the drawings. 25. MAIN DISTRIBUTION PAXELBOARD- 1. , e main distribution panelboard shall be of the circuit breaker, dead -front safety type equal to Square D type I -line as indicated on the panelboard schedule, shall meet all applicable requirements of the National Manufacturing Association and shall bear the approved device label of U. L. 2. Bus bars shall be of the sequenced -pleased type arranged for 120-208 volt, 3-phase, 4-wire with main and branch circuit breakers as scheduled an the drawings. All circuits on the distribution panel shall be balanced to achieve not greater than 10% imbalance between phases, 3. Provide directory as specified in 23.8. 26. CONNECTION OF MECHANICAL EQUIPMENT: 1. Tll conduit and wiring mid electrical connections to push buttons, timers, motors, safety switches, starters, relays, electrical interlock circuits, and valves shall be wired and connected complete and ready for operation. All starters and controls shall be installed by this Contractor but furnished by others. Tliis Con tractor .i_0.. c a,_,n ti�ed tc mote care fully 'the, other sections Of the specifications describing the electrical equipment to be furnished in order to fully understand the wiring requirements for same. 2. This Contractor shall connect all heating and air conditioning equipment and have this equipment complete and ready for. operation. This Contractor shall be resp ori- sible for checking the e ui merit manufacturer to obtain tie exact ocatlon o all outlets for equx mierit before installation ation of same. The mechanical plans' sha govern t. e location- ofequipment andshall vary in accordance with equipment being furnished. The Electrical drawings showing mechanical requirements are diagram- matic only and indicate only the size, type, number of control items, and zip - proximate locations of same. 3. A short section of flexible conduit shall be used at each motor, or equipment connection, American Brass "Sealtite" with approved fittings or approved equal. 4. The electrical control components, except those items requiring piping or tubing connections, shall be furnished to the Electrical Contractor by the Mechanical Contractor. The Electrical Contractor shall mount the item where directed by the Mechanical Contractor. The Electrical Contractor shall wire and connect up the controls complete and in working order in accordance with approved wiring diagrams. The Electrical Contractor shall install all line voltage interlock and control wiring as indicated on the drawings using No. 14 wire. S. Low -voltage (below SO volts) control wiring shall be done by this Contractor as shown on drawings and as -,%specified under other sections using 600 volt No. 16 type TFF wire. "17-ienmstat wire shall be furnished by the Mechanical Contractor and installed by the Electrical Contractor. 27. IDENTIFICA'TION OF EQUIMUN'T: 1. This ontractor s a Ilproperly identify the usage of all starters, relays, saf?ty switches, and lighting panels with approximate 1/2" stenciled letters. or permanent type Dymo plastic labeler tape on the face of each. Starters connected by this Contractor shall be identified by him whether furnished by hirn or others. 28. SERVICE: 1. service available is 120/208 volt, 3-phase, 4-wire. 29. TELEPHONE CONDUITS: r 1-.--P-r v e an empty conduit system for telephone outlets as shown on the drawings. Minimum size of conduits shall be 3/4". Conduit shall be rigid galvanize. 2. Coordinate with local telephone company to provide telephone service entrance where required. 30. MASTER LABEL LIURNING PROTECTION SYSTEM: (Alternate) I. Provide or t e furnishing ariU installation of a master label lightning protection system. ' 2. Manufacturer shall have been in the business for a mri,.nimtan period of five (5) years and acceptable by the U. L. as an authority in the field. 31. FIRE ALARM SYSTEM: (Alternate) .ii�rnit or approval an approved. Fire Alarm System in accordance with the Local and State Codes. Plans indicate preferred equipment for various locations.. All equipment is to be (I. L. approved, and installed in accordance ° with acceptable practices. System is to include, but not limited to, Fire Alarm Control Panel; .flashing Fire Lights; Pull Stations; Smoke Detectors; r 1-feat Detectors (fixed and rate of rise); Alarm horns (interior and exterior); and Automatic Door Holders. System shall be similar to the Edwards Company,, 6500 Series Equipment and installed by experienced technicians. P I i l4 I U� 177 -7, Ar!. 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Y ' Ye u � . i - , 5 1 r , r El 10 1 t F- /r AO 12 \lr-- F3 - r f C- r- -4 F` 0 Typ. STATE LICENSE NO. I ,p: Nj co'C), Uj LU 00 C) LL LLI w AI D o4 Im co o F- U u OD N 0 fn w w 14, VW) u w 51 z u w < w I-- w w r w 04 ot (n X t U- w 4! (1) w " 0 L S P E C I F I C A T I O N S f S ET N 0. DIVISION A - GENERAL CONDITIONS 'File intent of the general and supplementary conditions is toinsure the proper'execu- Lion and coordination of the corlstruct:ion of this project in accordance. with ad'cepted standards of good worklnarlsh:ip and quality materials. 01. S /VNDARD I'MM: The General Conditions of the Contract for Construction of the f�nerican ln5fitLite of Architects, 'A%relfth ['dition, 18 pages, for A-201 re hereby made a part of these specifications, except as expressly modified. or Jerseded herein. (Separate Contracts, Cbnstruction Nlanagement) 02. SUPPhHMEN TRY AND ADDITlONA1, CONDITIONS: The General Conditions, and. Supplementary Conditions ancT tFic cFcF.ifiloriaT-C6iicFt—tions by refe,rerlce here and In each Division are made a part oil the specification governing all work to be performed. 03. MA DOCUitiII:;NI', A-201: Modify as follows: 1. 5-.2 . Ac% . "Errcli contractor shall examine the building site conditions prior to submitting his proposal. No allowance shall be made for negligence ixr this connection." 2.1.3. The Architect for the production of plans and specifications is R. Douglas Roberts, Jr., AIA, 2739 Iarmon Drive, P. 0. Box 40229, Nashville, Tennessee 37204. 4.3.2. The Contractor will provide a job telephone for local calls, a tool shed, sanitary. facilities, construction water, electrical power, heat arid daily job foreman. 4.7.3. PEWITS: The Contractor shall secure the general building permit. All other perm:its, fees, deposits shall be obtained and paid for by the appropriate contractor iri his separate proposal. 4.7.4. LOCAL BUILDING; REGULATIONS: If or when the plans and/or specifications are ill con ict With t le state, nlLlrlicipal or other building laws. affecting tale proposed building, the local laws shall be followed. Each separate contractor shall base his bid on local regulation, in meeting miriimtun rpciui`r•euients. If they Supersede the plans and specifications. 4.12.2. VERBAL I NSTRUCT IONS, where they modify the plans or specifications, or. compensation to to paid the contractor, will not be binding. All instructions shell be in writing, approved by the Architect, and signed by the authori,zecl representatives of the Owner and the contractor. 4.13.9 OMISSIONS, ERRORS, AND SUBSTITUTIONS: I:f any separate contractor discovers omissions or errors in the working drawings and/or specification, he is to notify the Architect. If he fails -to do so, he will be held responsible for the results and the cost of rectifying there. The Architect shall approve or.cl:isapprove any SLlbStitU ioilS. 7.11 PROJECT SIGN (See Drawings) ' 7.11.1—T le Arch: t.ec t shall provide a drawing :for a sign to be displayed by the Contractor at a prominent location on the site throughout. the period of construction. The sign shall be on a 4' x 8' sheet of plywood, set 3'-0" above ground on post. 7.12.1 COOPERATION: ALI Contractors shall coordinate their work -with, adjacent work grid withl —TFJ other trades to facilitate the general progress of the work. Each trade shall afford all other trades every reasonable opportunity for.the instal- lation of their work and the storage of their materials. 7.12.2 No grade shall install. any work without consulting the architectural, structural, mechanical, plurlibing arid electrical drawings and specifications of ally trades which might be involved 'in this work. , 9.7.3. Signed release forms -from all contractors arid material suppliers shall be provided the Owner prior to :final payment. 11.1.2. The insurance required by, sub -paragraph II.1..1. "shall be written for not less than the limits of liability listed herein or.required by law, whichever is greater, and shall include contractLrcrl liability insurance as applicable to each Contractor's obligations under paragraph 4.18. Tile Ohvner shall be responsible :for higher limits if lie deems .it necessary at the signing of the contract. For all on and off site operations in performance of work: .1 Workallen's Compensation - as required by law .2 Public Liability - each person $100,000 each occurrence 300,000 .3 Property Damage - each occurrence SU)000 aggregate 100,000 .4 Automobile Bodily Injury - each person 100,000 each occurrence 300,000 .5 Automobile Property Damage - each occurrence 50,000 11.1.3. In the sixth line following the word "Owner", add "I'hese Certificates shall contain a provision that XCU exclusions have been eliminated." 1.1.1.4. INSURANCE: lacli.contractor shall submit warrantsin writing (certificates).; that }re_F1a5 l- �Or'�Ilen'S Golllpensation including. employers I Liability, and other policies as required Lender this contract. Acceptance of work shall constitute responsibility of purchase and maintenance of insurance policies as required. 1:1..1.5. Each contractor shall assuiile and be responsible for, and shall indemnify,. protect, defend and save harmless the Owners, Architects, and their Officers and Fmployees, against: any and all claims, demands, judgments or causes of action of any party or parties whatsoever for loss, injury (including death), or• daunage of any kind or character either to person or property. directly or in- directly arising out of the performance by each contractor of any work whatsoever, and acceptance of work oil this job shall constitute acceptance of cost :in defending same. 1.1.1.6. The Owner will furnish fire, extended coverage, vandalism and malicious mischief Linder Builders Risk form.of Policy to includeinterests of both Owner' and the Contractor. 12.1.4. in the seventh line following tile. word "Stun"- delete the remainder of this ' sentence and substitute there for: "The following allowance for overhead arid -- profit combined: -To the Contractor, all amount not exceeding the following percentage of his net additional cost: (1) Twelve percent for work performed by "architectural trade" sub-coritr'arctors . (2) Ten percent for work perforiired by "meclrarrical or electrical trades" sub -contractors. - 'It1d�,�"TI�,"h"7'h1;1,� 1u"."',e.", ,- 4 !,,��--- : r ,�,.ZJ,, �, J,�;,,fi-;:�- t,V I/ ,1,,,"�,:�,'.J,.' A�TKly--�. 'J, ,p�,l-l r "I.!,,..',�, j"t-r,-'q"Y,"�,":I, '0;, I ,t ,7,) ,Qf,,,'�, I-1�1 X�"'�Ir�:. L, l'�iI.16p� , `. �,� �T,V��,, �*",,.e_ w", I �7� ",,T" 'i ` 1 "*� ,�,,l, . .;, rP,40,-�y -, IfngI ",,, ,v�kVif�,Yt , A,���, , �, 1,Vg�l S" ,"��" r_ I ,t • ".)�I ,"I IV �,,`I �, 44" I�"I.' 11 l. ! A j, �I� , " , 1 a t-! I It I 1 , ..�� - � 4 4 A- :SPKIAt'PtUV1SION8 ` t ,T.N"- ;E 'q I 'q� o � .�'�1 uI:;��r"tn"�, rM" � I i � S ". ` h -�'," i , �n , s, ., : , , � .��" � ,P, Ij , " ,wI"1 , ". it I, IW � �,E7Vle�,WI- per Lnd6 _this-Q, ac ,s, llobo. Td 1tb$P cuJ" LIQ1 2:fi power, ti0AIPM!Wl51 1OUPPATT, ; 1, atei Wverforming.I rk,as�,I'OqLlirea.�yJtT-I " Q 0 the dilltytfi. lllldexecl Q G SpQ icHos21,dtly4ol181fox "the .Cappe o�COhil,1 " xhlheIAdrdwih s �i-,.n�,,rI�: ''L � N -.',I,P, MORDINA 10N Each* contractor torI.ppIASshwil-I=;iiIaI TI 9�k lt1�'he voTlutinqTFel6165�I"N Ii-�uVai I. grid local J".%it0,tfurehC05 SR ck M: is,go k 1A t on shall Toemodlq WkWhisvow TexeseAng Nqu..,UL,5hally 0I 4.AM.,aABRO bfBEUPIONS ARmantiEactur.& oticlos, no erIlE p .01- JMNUP C19 e - y> led,' 1,mloan d ariaiconMitl00-Iy: 40ecj0C1 �V,��;, I �C0 1,, j, y nafaqttre�s.jnl,` fipa, 6 tho06 STAry119crIepa. "; esos1ll'%6;, 10" bthe�mSQUkjglIf '-� , I � Achocf fox' ayfitd 04: dQqTRAq1UR-�:BNIS11ED.N1ATSARTT' , DO theloAtnao a'tu-erjq�. Ir" q oJ�ddq 4 T�altl6ol. rf�Qquaervt iIIcone , . or o- tiie6"f40; 1 pOfI iltx "Alzo 0 0,t�pe0ip 1`1, names mentioned I USek, t&1VQnbtO st1.0aqwaugIaRYAd1jov"considetedTrovidedsa ' ,� ., 1 C � 1 , to bocused& Iothdr,Indkes Q h6a01s ,t'A"wSO cut or lustrPli6onOrother ayripply-mattoT1M�AI�Akill? OAK`1iii6atesAcR tionsanaerforcp�o bmittdoa tu1dwKittpPJ1provAlvIA"�,�_�A1 y e pmiIrticets-A X4qcbgadt6r prior ARstalltl ' , y5jEBABY FMILITI,A 661-t1g. t.qfdoopu"t"bi fo?,tJ1-nytgem,p ask Id op�fo,coisti-i,tio joRoped h qwfayou, tabeP desk, fl050P job telephone 'shalwh"Wrisheq.and muiutB.weatiobthe; "i0 ,ssl evIt S 9li be fighfand seured,nitoWL61jablo!dUdril6f, aSontrac I11AQvil,eom MA pWqt',fI 'noFJs5rj:or 1mailitweather-tightQQ�:"fb lal�ath'ig�s,R'.l ,1 )�;,the; ,�Job phylb11TO " � � .I � : 5 0TIe at, 'JQbSTto unless sp, Ice is-110MJ5 ,orlequi plt0 4,P�,be that;, O10Q forIsecurity 0f51 haor"XW facI:ti09 ' Z',N'QQ ntV,� , , each l cb4tr,acio... Tem,oTqryienc-i"5QdVOPtI 1P1 vf"toet! sha 11 bb P#OvideA6�I It Id" "tO,CQMply:Wlth°6ahI'egulatas ,, ,, QR!A'.QAhQ?QdhjeWq*,,�qith ,.thoo"Q 06. ft,NIPOIWY�UT QIThISTT0 59tTJ6Qy)enqqqssaty an or 6-PTe4t,iV6, 41nwdtQ,iQld,Qtr1JIV, thdrn�11tl Ill, r orgoogtructionPLIKp030 ; �'%, 1' , 07, SC'AR,OALING: THIS tractor AQ, IQ d"In r t in- hsj1taffo hg In with state, 0JyaA IJ01 0 Ist" L?codes,; HV4/6r1Jls0aents5dtOItY;, ,,orthp, solely Of - the 'same,'190 11personsQ0" 0 `,AUtz.` ailing -l" 0y,ol,a,,,�go. be blahtelesvioNtIgeevehtl6. 66d ': 5f ryttbigh-hyf od b iQ Q8,.CLEAINdIn� bath 056tractoryfi411 WPM -Front " ", toto q": I,4dyf cawtzatuy915pattic-ula-raIqWdip b� . QUFPIR,K= lfbt'be.p, , tie 1 r 1 on thlproperty, 1QQ_tJ"�Ar,c1toqtJfox 7a royal 09,, S�01DPAWIKS: Submit POWhgs ansQ-,,),dra JdAPAS QQgeneral 44) (0Qt:-, 1 , , I" � S, , :., 'i iA't. I'f 9IOra inchedf lQhdvPdttOgJ except 1PPIrtuted64afto,bbin I!SainfoTQ"W ; .,0 4 Jan,00Q1i, Jas_0I „t I Iybive,ahI , 'tho contract yprice,6Iypr01mnce t1111q�,Ii' '.n-1 e *Q Ap61tUrOQ.J0=0f a,,OloquiremeitII(2f OMP irb6a (1)v5pormlttnQHUyp 6i'ahY"OY` da "al" me sionsio i. 'dthe poitticit0tleAI1bl1QQ) :as rVyn, � 0Otherwise that I6; W" shop Pschh ,, pp-g epatures!Tr011i Drzin ,MrI�JiStILlco130 gsnd Spe1 I fA9Q",aJQfraac 'W d 1etlils Q roviduslf I Y:01,4it,qo19tljJ6Ss , 0Insa W,,i,.,,,aiXI?�6 Oy such,A6Viatianyith hasy0su&fmipsighl.ypI�nqxpqAgw0,I.JITnWOW 3iYQitV Provi1NOizi, t'�I g[11TECTI , 81GN- de 07-4uiatowSOIatQ10tl �aeaL�VV4I o " tpIn, r P " ,dt�t to r IoQaaA,ut.to;lhPI,1 f r011 covered Sign, furnishe�W y 1IWWArdI tojJ'16:the, _up�pq ,� right lid, I 1� , 31 LW 1, ,i 1 ,�. I0 � ,'7�,"- L) - , i� , , ea hedge., I I - li;i�6lk .to.' d00010�,ompladntewithj ocaIA o;( Wand�a,?d ��N11aptpVVI t0f the U. S, 0QVprdP19nt;,bf!q9 JhWospq Iiili'ff OfeaQLn 0w50uppi* �i, 12, ABBRVI` ylpla dfaftLir1hN*s 0�' is ion A.A AIChi"phNlton of Statb111AWay,YIcials V QQ-merica),,'ociat . A AA1dTjQaJVCqnqrqoQ4n�t"rl�,0to )%. i` Qu-iCoAtTaQtors of Aaorj ,Jo A6(.",7AssocidtIO Q gmi-, i.'Ant1cllIAt tU, ,Of Ac litAs A1101PS.Amxicanaff1tuAoQ .qtol' onstruc iqn; .SI,1,Nt,%",Aricar TS6,JQ-y "f0 ;qQ, JJJ8ancL-Nate 1a-1 NJ. Th AgphadJOT stiU0 IVr.I �ATaaunWood - " . AG : ,0 V� >!',, .', , , , � BOwletAqI,-Amex icuilWdldl g C6.C' Isaidit W16jid6flustIt tQ , L� �i o r, Q,I4tmercdaJ- a)V, ,.1,ora�I•., { . S. I" C0115t_uction"wedl I�catiopsyIast,lxto t Ped1ISp060 IQdQ_ra1JSV ciflQght , �I ff.A". , 'E,ed6dtQuing;h thoY, 1,�,F GI .A t U tCI s-�q qqQiatio, G0ypsu[nA socig t Corr id�[rJ5titU e ', I B.J. , 1 u18ti�OJ,B64 , INIO WISh J'its',P,, M L1 .AaI NllUfdL6K61S, N. AI A .I�Jt,N1I" ona.A�fAitlltOdtt., Net , Nati", �e " ? , " ,. L, , , !, " , , .," ., : � , ! n�a n � ., r , j..� , '-' � ,.:.� ,- 1 L , Q LLL :1 A!I,� . NatiOtalCohCT.o1-4 7�AsSy16t ion r . N C N- x Natiaial%F TqnPjtIO.Jim1Wtion N F`P.A�f :NJI1IAdtiona - oodfOrkJAWf0IurqryXi S. 0 (NIIW,I)�dt Steel Dot fstt ' 5 It"9tee JoistoIhstl tote S. S"BI- southern a' , �t0CIa n I'. C� A i0C0L�InQ1 0 lX"4a j ULQddQ!VritQr*-j,ai)Q ,`itQx y' UUnitedAState Qt, a i-teat V,fA I,e , , f:If,DiVISICN ��,IAJI , ,CIIARIQ�XCMAU. . N; "SOILVII�'t,N,IENTMDJRADWG � `, SwI ( �- t7not'"NO 0, 0101"ary, , 01":Layout, exxCaV�_PnA�"CItiysoto�fii4tmet, fidbh grucngvand Sto(Wthi",,,items. shown qr 11pliNd 0i 10contract cod,1101ds. 621 MATIIALS: Jhabqdual LhI W111d, O11 PW6ccopc.Vl staddard- " .ited �belOW nt approvainkh. all"motg'Ya,TIT. fAtil 1yeto.3E11 1.I Fill and Backfill-Ft.p0Of_*QXtrafpoVallolj,iff fgyqJq, Weeds d alvil) aAqtX. ' rockover U. jampten 2 -� 'Topsoil Natural;so;E frbe OfQObjJtaOnuJQu . .."Q s roots; o0rofvyy Wetals #.rul i 1deit ", AI61hShIthynPAIM,&O tlI .3- P61-OLS FiiiAQbvbI6 river ru,i1gTavq4S I ,ted-q9yn; (1/47 �j_'J/2�!� ilx.diacioked.wit,4l/411to gIQ,gy, Q,gQVoQl11O dUS ; "crusher LM acceitaileX BudflIl1Rcqeptdbl SIOYQPpfcont IVVAYr .4-soiltioutob A CoIlpIy witII a- , ic4) o"Jecolm, and ata6A�,qqd yoqITeent of sI j6QJtos)wThe1hPh1Venj101an&116-,Q6IR n'BuildiogQbg U.S,..D._AQ &fG BUI16tin No.164;; INom1004 W'asa311 - �icatiotymLeulnI,), 03. WORK AND PROCEDURES: m t QuiPements n(fxeco4iddat16Jis .oI the A A"�k[' 0AoC ,Wand A S,M .1 Str y conseryionand, Alf,t tl,,,,,,,of' ',L ",1," ?St . , I osO 'l,.from � ll areas to 'b, 'covered q b]IOT0 f vateas' nd�a�nAan1pppT4 manner*for future use. I56111vichitUP5011,-,tnot �Ion5 ; Q;.1o7 'T`': vide wine from Other . sopy, l ,An�.0l"thIoknepQ conpai64 toksuilff leWlyjgrUlocOR iiid!preasI IKCII-,w.WSIX,0cle ,h16A,Syptly to piacingJ ,,,,qI,,I,usen.and`,mlx-thsubl,vil"•NSIM1MIndufdt';& J',"C 105'(4Cl)S, .2 -:LlyingOut: 1,Verify .RcatibM 6TOO6.ptic I 'arid0lTW,ORtr1I iefbrencepoit", I '-10 Report pparen,t�discrepanciesQPPbte,tOef0thlQ J.1 is�atomldini6ea�4Q[I P%�fJ rwidi damnipW' Ih,,,,,,,ingacquw,tf-Y-MAtevsllo-accordW_, 1th0"' '.,dopulienIC.Eroq[ZlybstAntidaiattorb6arcQqncP5et"8rxAwstakes securely, 6',`l to remain in Place iultil S:aid ogtconeii�V4 18,re btoeifly established,Ailit .6Jy6VXlUg"VatfusON -0"fOnce with Y subsequent' -opdratldns TIOWAR JtQC6- -aying,,,out is4Ju ftJiti4lI prIQ, 11QIM,01J'LlfjfiI , .� h4ybd0ppOo completed. 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" "" , , �,., , , "L'� , I - ''� ''� ''� ''� ''� ''� ''� ,� �_",� � �,, , . , - ��,�,,,,� ,�"" - ,%b dh . . . � . � . � . � r;�� . � r;��' . � r;��' L, , . 'L, , 'L, , 'L, , 'L, , 'L, , 'L, , 'L, , , : _"! . ,:, .,�� - ", " , 11-1� 11, 'i 1� � �, � �, � �, � �, � �, � �, � �, � �, � �, , - , Ll'**** - " "`�,,,, , `.,�;,,, , , �, � , , :� , ,,, � -,�, :, ,`,,,7-� , -,,:,�,,�!,� ',��,",, � :�,*�'-,�.�,,�:�-, ��,.,�,-'' � . � -�. ", , .,! ",..� � � .,L, � ", , " ,`,�,,� ,',�`�,,,-w � � . . ,,,, i -1 , , _ , ,,� , ,�_ ff�`A . ' ------..a.:..::_....�:...,.,..,,®Qo�merrw.,.�nawnwer.�r�e%rraeaw;,�l,�ik�RYNS'to!8E�6'L?�Tp';�'�i�i�f'��'�:�t��'��c+�, �'�tt a�fi�i����. r,�, ,r�, ,^ ��t:" �,i . ,. ,I �-. �,.I I1 . : I ., .; . --I , ,�. ,I 1�.. !0 �,�- ",'I I -, ,t, ,%"�� [y.��, . I �.'.j ' , ,�.I �' �, �? I _, .� ,," .�� ,* , ,-",�I "� I, ',: " , ,,' I,, , ,I, . .�1,1 . 1 1 ' =E i 1, .' a 1I,,�'. :,-". : �I,., : :, �Il- , �; , i-�� ,I ",,I _," . ,I� � ". i. � �� ,� �! "(I , _ I :`:_�� I ,��_' -"" I ., ',': ';� _,."-� .�, ;:I�, _':"11 i,. � ",,,I,1,I,� ,, ",.�I,,- ,�v"� �1_,�I.,,'.�;., -,:pil,, , ,- �.-iI "II ,�,,', _"1", � t ;I�_I,-��,,,, I,' ' ,i1- ��'�, :` IDIVI. 1QN 3 A,` ., PC)URpD ,CONGF TE 0:1.. SCOPE: Cash7in-plate concrete;•'�Y;6.nfoxcin tappixigs � a.cc;cssox es and,otaex' related II x�tems including but -:•not limited;to, tootirigs, : sxclewalks', stem;;'walls; floor slabs, floor toppings, structural 6earns"arid` bond `.beams, <tnct c' ' (fins' 1 . 02. NWIE IALS: Shall: be c ttality contx,allc ,,' rnoetxng accepted ;standards'. latest .editions cite:e ow, . C.I. 318, and ubsecluent appraval Ftixni.sh all, materials essential t0 Complete jab . t Portland Cerneixt . A S.T•M C 1S0 ,Type 1 C}ne 'Brae cl - trine Aggregate; A: S Z dal:' G 33, natural ,' "' I. -. Coarse Aggregate A S r PII C' 33, g ,", , .� ox cx I Oct •s;to re. Water: .A.S.TiM. C 94 paragraph M clear all drinkable. , - Reinforcing: ' S T.M A 615.- 0 ,or S.'1 M.:' 615�60 Mesh, A,S.UM A �l$.., wel t a ,,wLre. fabric, domestic. Air -Entraining Agent A '8 ' I, C 260 " Admixtures : A: S..`I'. 4 Q494, with ng chloride content-,' I. { Accessories : C.R. S: I, "Nlanua,l; af' Startd4i; d.•Pr€tct: 'co fez•' R& nforcec, Concrete Corxstruct'ibn: Caa1v€uxizecl Where, exposed I. -Expansionjoint fillers: Exterior A. S.T.M. `D 175�,a 1/2►'` 11 ' I. Interior:. A.S.T IYI, :; :1, . ` 1/4" curing Compound:A.S T:l, C.;340 Type,l,' cle�iz or t�trispareirt Sleeves: Standard plastic inserts �Iembnane: PplyetlZylene film; 'thickixess iixclicated,: . -Metal Dividers keyed joutts 26 "gauge, galv'ar�iaed steel : 03. -INSTALLATION:, Shall be; complete,,` performed by�rne4hanics skill'd to their`'respective ;, tr�ic esc hall ,meet the cjuality standards' of the irdustzy; ` sLibject''to :inspection quid approval. - J, - l~ornts,: Meet reeonutlenclat ions o f A G t 34 7 ""Rec otiunortded � I'ract'ice for Concrete Formwork.' C:ons`truct 1ox•iis of I:c lean; s, raigixt;.it i rbex• ar,;plywoo&', tight - . enough to pravent 1oa age 'of 1Y I .a7xd fine `.materials,, ,Brace to px ty -lit discoloration5 or d11., log' ciu'ri,ng and after' concr�te'pou'ring. Earth sides may be . LisecI ,For foznling footings if` Gond.itiona ax e ;auc .that 'accurate , s:iZe .. ' and shstpe may be obtained: Where lo�•tn oil xs: use21, ,remove excess before pouring caricrete , C:ompletely.'a'ssenb-led and'er t, ted'.forxn : sha be approved . befor'e concrete :is ,tamed. ` 2 ReinCorcir19 Neetin'g regt{irerrtents'oE E1 G; I allot C•.,lt S 'IJ for `fabricat* an I.ild- ac. nr Teir forcing p ace re,.nfox MW a' cuxately acid "'cure in position fo prc;verrt displacement Lap '!flesh", edges��'6" 'miry un'tuii.: Secitre, approval of p1.tteenrcnt" of x eiiifox c xri s tee'1 anti mesh :prior `to orclex ing qr Placing of concrete . -. Embedded Items Goarilxnato with outer ,trades, ; Meet A c; I recluireinent"s,, t oti y tra' es' that lra., S,work to' be elm cc, qd in concreeto - Jn :atnpl� ,time to - atl eiit: lacxi r a n o g, of; ;concrete Pipes z x thatx ,electr� cal cgndtixt sh t1.1Yno , ,be nth p p L ,items without 'deli I g p urizt c;, eclded cli,rectly xn c.anc rete S1'eves,. �izlchox.5 inserts,' atxd other <wcessQrie`s :shall ,b'e ap', ed � .xn ' 'place,,' hetQre concrete laourxng',is staitQc , • ' .4 Fro'�ortioniri StrLtc'tuial. Concrete `,`Laboratory Design" confer"nixng .ta rep clulre ' strengths, as indicated on plans .arid .sttl7 bitted for, prior': approval ,in " �.. � accordance ,r1tlt .A,. C, I I.S.e.c xfa catx ens .1 -_. I�epyr -' b� tch,• data fox' standard " watercltrnd sltilnp te5t''fox' des:ign'arizx t`;r'.egtiared Cemezrt, ,'ggreate and` o att<tin the xequirecl st:renothz sha.11 bo detehliined " accordance wits, �1,G I'. 31$ A ticle 50.E Ingredients shall, be weight-bhi6hect. Sltuttp' Hole to nuniMulli, consistent w itl1- wc�rkabr.l ity Arid iri � accordance with strength xeclLiirements.> lixpo e., exterigr coricrete.,shdll,be air-entxainecl,from. 3p to; 6� by volittrte All cAilcre e sha1 , 1 00 psi :ttnless .otherwise indicated. Subrnit',:laborator'y clesi��r� an' all' sixes" r .app`rgvai prior to' urstaJ tat on a`s ' redua.r ed, . 5 Mixing : In accord<uxce ful f it E1-, C I 318 Article 602 and "A': C. I . 614 , Mix 1. 1 ....M II anc eliver xeady rttxxed concrete, xn accorclarrce;with A 5 I,:M. c '94. V. 6 - - Placing': In acc ordarrce with A, C. I T.'318 Article$ 603 arid -,GQ4 and * C.I , 614, kfI eI`�coiluriendect Pr'rictice for MoasUrill, , f�l.ixixig and Placing Concrete.'' Handle cattcrete to pre1 1 .aggregate separation,:ox segregation. Place concrete , in corrtinuoLts Opel 1trion 'Luxt l soct.io i being poured is comp"leted.: effectively vibrate or tamp concrete into as i spaces o f paid,. Use pencil type vibrator, Placement of concrete shall nit" `begin "Ltrrtil rorm�; foL ' dation' condition, 1' reinforcing, etc. )'have been aplaroveci; . 7 - • Finishes: ; As indicated. I .All exposed; t. nczete star Face not receiving the insi e Fitiltlirig shcxll''be sealed: Trowel Finish:. Etree of, marks 'artd,Tirr-boles; meat. trpwel; .etc. - Ilroom Finish: Coarse sand -textured Cin:ish' : - Lcoat Finis ,Free` from depi;ession"' , snaatri arrd level Ecges:. S ghtly rounded°'edge tool• -at' all joints and slab edges ' . 8 Curare' Start ctt ing as 'soon 4 free; watox had 'left `sLtrf cep concrete: E1•1' cure , ar a: t in.irtttuit of 7 day.'" Cure with co o .of , '' thbds .listed,? - Water Proof'Materlals. Gpver witlr'`watex proof :paper o ,00�1..iricl` r polyethylene. `1al�pe sealed, Ctncl: wel�;htecl .;'MaintaZ�r' Linbx'c�ken stir: , ,during curing pexaod. i • hicuid.coin aLmd A�' 1 ,`cq ,! p z hp Y mpajU ,. <iccoxdinl, to m<uiufacttirx ex' s recor>uttenda trans. Permit rta':traffic, over cantpourrd during �t.ez;ing period,, . 9 k'rotectlon: I'rovIde hotand C-Old we' t"'' protection, `to .prevent freezing or 11 l.,, evaporation off Ivater as fol>lows.:; „ .. Recomtner ded P�> actice fob ilintex Ccncretxn A C ,'I: 306. g �. ii - "Reconunencted -practice far Hot `lVe4ther Gpncret ng", ` A C I. 605. f''` ,10 Cuting grid 1'atckt n `No cttttiix ' f ,co r g b ncrete, :wztliout p'rlor approval. t eiltove ' e, ective wor]c. to a ininuiiLun del ttt'of,•ane inCh i .lttt',sli.ghtl-y ctrulel'CLA - sides.: 'Wet :s'urfaces-to•.be hatched at.l,east 61, beyondl oclge of patch.' ,Brush ( .: thin groLrt, or equal parts' cement and >sand;,_into area to be patched. Patch with 'mortar of 'sar�te mix as original concrete but,"without coarse: aggr.egate: Compact `p4.tch into place to exclude ;voxcls Leave patch slightly :higher , thGux adjacent Surfaces., 'After initiai set of patch, ,finish to; match. adjacent sim.ilGtr surface. Use' pressure gLu `or dov'ite to"ifarc' profit into holes that piss through, ordeep >ixrta?'" .surfaces. 11 ; wateProofin : 'Shah be 'ill "accardance with Section 7;.B. (:04. RkiI�17I,D RE(UIIZt:i,1E'eT? Essential to tf ,'qual ty''cgrttrol 'riot oz'g�rnizat gii of:the prefect. V; 1. t . .. .1 - Delivery and ,Storage: ' Schedul,e "to -, Id c, lays in work and to .prevent . �: iruine ueiufacturer "USUQrl iOrl of nateriszlT s, , ` : a y ire aver ack� ed ma.teria1 to site: p• g t%a1., ttrropenecl,, labeled contaixrex s. Store to, prevent - damage to•mtterial qr structure: Store cO., titious,nlaterial in dry, . �weather-tight ventzlated_'space, ..Store agg`r'gate,to e<clude foreign riiatter and to rnaintairt graclat.ian. Do,notstole re inforcing in contact with ground., .�� ..II�i;., ,"I .". !�:�1,,I "!! , ,�:.1. I I - �tt 1�1�I ���i�.���IIrI . I �', 1, � 1-,:.I��1'I��-�;I�1, ��,1""I:�:��; 1t,', [ I,1, rI,.'"4�I'-�1 ''I;I. ., t1q.%�1'., I i,,I, .Ii". '�II,..I-"I:I I � .�11"1 ��, 1.��Il� . .I�1�l�1"�.1_t�,�I �Ii':II'1.1,, ;II,' '., I, �_',�' I 1, , 1"I 1,. :1., I .1I' I I�1- � .�- �:,:.I.� �"-.I : ,2 Shop. DrawinP's Meet •r'cl�tirorttents; of .applicable portions of I'Manual" of Stancarc. P. ,. E ice`'far Detailing Re inforc,ed; Concrete .Structures"': A C;, I 31,$ "I . and the requirements :'of. General ,Conditions ,:For shop Drawings. '1, .: TO tin Testing o C the cement Y re ' ate; x einforcenient , ' anct other :iteriis ,' . g > a {{{"`. s I I. e. the �z espon s ib il,ity: of file Qwnor "iA,;.C' nj ;nct:loct. with the Owner's Laboratory testing rept`eserlta,tive. Make three (,3) slec•imens fox• -each ° first pour of a .sot I and.,t vo '(2) spccxrnens- Or:each '100 .;cLib•ic yards or fraction. of each day'" patty. Test In" accords ' 'e.svitti A.S.'I'.NI. C 31. 'Test for air content twice from each d'iy" s pour in .accordance with A;S 'I M. C 231, Copies of ,.the> testing agency 'repot'ts` fol;lawin each test- will be , Sent to the `Architect.; Remove and'replace-:c,oncrete work that falls below ; indicated requirements.,; ,4 - G1e__ __Kafiri Dispose ofe cass ttt<rtexzals and debris awazy f,rom(site. Wash concrete out . f trucks only where'.the.,CWIler may pextriit; . ' , ? - - ,. )11 . . . ,' . , . I 1 }� . - ' . • „ I . ,,. , � - ;.1 : I ... . . • � , i ' r'_ ,,.,. I1� y d a V ¢ t I j , f- t a 4 i . - .. .. _r i. .....� _ .. ... •. Wl.. ... - .,...., .c..._n....f ?d .. _�F �. "� 4 !Y,,, t 11.. k�_ f ate. 1 . v.M.'� ,1 I �� - .. .X f ,i'. J . SECTION 6-A: CARPENTRY AND MILLWORK 01. -SCOPE: :Includes, but is not limited to all labor, materials and equipment essential to the approved completion of all Structural framing, blocking, carpentry and millwork. Installation of hardware, setting of door and window frames and installation and coordination of related work. 02. MATERIALS: Meetin regri:iremonts and recommendations of the following stars s-arrd in accordance with plan details and specif:icat:i.ons,......: .1 - Framing, Bracing, Hailers and Blocking: Air dried No, 2, S4S yellow pine or equivalent grade douglas Fir. .2 - Cabinets (natural finish) birch plywood (A-B) and trim, meeting. A. N. S. I. 161.1 .3 -Shelving: a. Wood trim - Select white pine (kiln dried) b. Plywood: Meeting A. P. A. standGt•ds .4 - Laminated Plastic N. E. M. A. L. D. I.-1964 1/:16" ' ,5 - Plywood (Structural) Meeting A', P. A. standards for exterior and :interior use. Thickness and types as shown on.plans, a. Nailing its rec(ulred by' S.B.C. b. Clips on all roof sheathing. c . Glue per manufac tur•er' s reconumendafiozrs , .6 - Connectors: Meeting National Lumber Manufacturers' A_5wciation Standards as to size, physical configuration and chomical composition, a. Nails: per N. L. M. A. standards b. Bolts: Per N. L. M. A. standards .7 - Glue (Rigid, Set) Fed. Spec. Nils' M-A--188 (Cabinet tops) ,8 - 1ardware: See hardware schedule for Materials Section. :9 - Particle. Board: a, CS 236-66 (Cabinet tops) 3/4". b. 3/8" under all sheet vinyl .10 - Preservative Treatment: All exposed wood on balconys and st.ructura:l wood as cited below. a. `Treated wtlod will be placed in contact with masonry or concrete, and any wood used in room expansion joint, curbs or gravel guard nailers with pressure preservative treatment. Wood blQ(:kirrg built into masonry shall. be similarly treated. b. Use any of these preservatiVes or• appr-oved QCILral: Pent achlorophenol " Zinc Chloride Zinc Meta-Arsenite A - Woltrtan salts with arsenic content Chromated zinc chloride c. Reduce moisture content to 19 per4errt or less after treatment. d. Furnish certificate from lumber treating company showing treat- ment amount and moisture content after drying. e . Brush -coat surfaces -tlkat are cut in the field after• treatment. f. -�Treatmrent sl gll produce identifiable staid or color or lumber that has been treated shall be clearly identified by marking. .11 - Wind Bracing [}' x 8' x 1/21, Plywood bracin- from floor plate to tread plate on cross walls and corners as indicated on the. Structural Floor Plans. .12 - See Section 7-C for insulation - sheathing over Laminated Wogd I1pck. .13 - Wood Siding Texture 1 03.+ INS`I'kL1JTION: By skilled mechanics and subject to inspection and appm , 1. .1? Zoug11 Carpentry: Install grounds, blocking, mailers, supports, etc., strrxigfit and plumb, cut to required lengths, Free from warpage, splits, and other defects impairing their strength or Lrtility. Size spacing arid nLmrber of nails or other connectors shall be in compliance with N. L. M. A. standards and as shown in contract docLuments. .2 - Framing and Structural: Member shall be straight and plLunb, out to required^lengtli5,�free from warpage, splits and other defects unpairing ' their- strength or utility. 'Connector spacing and rnunbor per joint shall be in compliance with N. L. M. A. stanilzrrds, S, B. C. requirements, or as shown on plans. .3 - Finish and 'Trim: Shall have accurate, tight joints free of hammier marks anU-0-ther ceiE cts, with .Finish nails carefully set :in e OMpliance with Ni L. M. A. standards for spacing and size,, fill and sand all surfaces, .11 - Finish hardware: Properly install all hardware ors indicated in schedule riot iris to "FETV -a mill, and rc-move a 1.1 f. i t hen ,i r ,nr,; , rr�t., t.,,i», for reinstallation following finishing and painting. .5 - Doors and Frarrtes: Shall be properly installed as detailed, plLunb, true,. amid - rt tec w TtTi hardware . .6 - Cabinet 'I'o s: factory fabricated as detailed. .7 - Wlnc-BracAnP shall be nailed.at Two inches (2") o,c. into fram:irtg rtlembers nod 1es_s :f an 3/8" from panel edge. See StruCturctl Plans for nwmber of sheets each side of cross walls, 04. RELATED R1:QUIREMEMTS: Meet applicable portions of General and Supplementary 0orrc-Tr bons .1 - Shop drawings as required to show sizes, material, profiles, sections to show design conformity. .2 - Meet A. W. I. standards for finished millwork construction. .3 - Meet fire code requirements for all materials for Flame spread. .4 - See plan for additional inFoivation as to materials and/or :installation. SECTION 0-11; TRUSS AND DECKING Ol. SCOPE: Includes but is not limited to all labor, material and equipment es- sential to the fabrication and erection of all floor and roof trusses, roof and floor decking, and sheathing necessary to the approved completion'of structural, fire integrity and code requirements for this type project. 02. N[A`I`ERIALS: Meeting requirements and recomumendations for the following stan- cardsirnl'in accordance with Ilan details and related specification. .1 - Prefabricated floor and roof truss shall be engineered to meet the load- ing requirements of applicable codes. Truss plates shall be hot -dipped galvanized meeting AS'IM Spec. A446 Gracie A., and AS` M Spec,. A525, coating G60, gauges as required for joint structural requirements. .2 - Floor Decking shall be 3/4" tongue arrd groove C-D IM['-APA (32/16) or (48/24) with intermediate glue. .3•- Roof Decking shall be 1/2" C-D :INT-APA 32/16 with exterior, glue. Provide clips as required. 03. INSTALIA'ION: In accordance with plans and specifications,, code requirements an approve cC shop drawings by skilled craftsman. .1 - Trusses and joist erection shall be Lrrrcler the sul�ervis:iorr of fabricator. .2 - Deckiing, and Sheathing shall be properly nailed in accordance with N. L. M. A. Standards and Standard Code. .3 - Floor decking shall be glued and nailed to trusses in spaces where both dimensions exceed '12' -0". 04. R131ATED.ITQUIRIMENTS: See General Conditions. 1 - Submit. S iolI`�� drawings bearing engineer's seal and calculatigns for approval prior to fabrication. .2 - Joist and truss shall be fabricated in accordance with the "Quality Control Manual for Light Metal Plate Connected Wood Trusses" by Truss Plate Institute. SECTION. 6-C: LAMINATED WOOD BEAMS AND DECK 01. SCOPE: Includes but is not limited to all labor,- materials and equipment essential to the approved completion of installation of all laminated wood beams and deck in conjunction with the coordination of all other trades. 02. MATERIALS: Meeting the requirements and r•ecomumenrlations of the following star rr s and in accordance with the plan details and specifications. ,7 11 l - Urrnirtated Wood Beams and Purlins : To .conform to the U. S. Department of Corrunerce Stark and CS 53---6-3-for structural glue laminated timbers, latest edit ion, ,and to local codes and ordinales. Meet AITC PS 56-73 standards for duality manufacturing, inspection and certifi.a:ttion, Provide all structural calculations in conformance with codes and loading requirements. Provide all metal shapes and hardware for all inter -connections of Wad members. a. Lauber, southern pine: Architectural grade (ATTC - 110) meeting CS 253 3or local co es, stress graded for 2400 psi in bending, 1.600 psi in tension, and 1,800,000 psi in modulus of elasticity. b. Adhesives: M.S. MIL-A-39.713 and I'S 56-73- for wet use. c. FlriisTv-Standard smooth surface with clear penetrating sealers (SSA) to permit field stain and varnish. d. Hardware Metal Shapes for assembly and connection, steel conforming to ASTNI A 36 with rust -resistant primer for interior and trot dip galvanized per AS'TNI A 153 for exterior. .2 - Luninated Wood Dkking : Nominal �" wood decking of Idaho white pine, Tecorat_tve grade one ace, smooth surface for field finish, standard vee, 8 width random lengths. Decking shall have heavy tongue clog groove ends and edges. Adhesives PS 56-73 waterproof, moisture content of less than 12% modulus of elasticity 1,500,000 extreme fLber stress 1850 and shear parallel to grain 150 psi. a. Reduce moisture content to 19 per cent or less after treatment. b. Furnish certificate from lumber treating company showing treatment 4lnount, and moisture content after drying. c. Brush -coat surfaces that are cut :In the field after treatment. d. 'Treatment shall produce identifiable stain or color or ILanber that has been treated shall be clearly identified by marking. 03. INSTALLATION: By skilled meclutnics subject to inspection and approval. Erection o strtrcttrre shall be coordinated with other trades. l�:i.eld condition shall be taken :into consideration in the fabrication and erection of all laminated im-tterial. 04. RL.LATED REQU:IMMENI'S: Provide shop drawings for approval prior to fabrication. eri y al:l- �Iimensions in the field. Provide "Stain" samples for approval on beams and decking. Laminated beams and decking to be wrapped in water resistant Kraft paper cover.irag all surfaces to remain in place until used or permanent protection is provided. Use non -marring slings for loading, unloading and handling members. SI:C`l'ION 7-A: COi,\J1POS1'I'ION ROOFING AND SHEET META1, O1, SCOPE: This work includes but is not limited to a Composition Roofing, �®ofirig Wilts, flashing, vents, gutters, downspouts, etc.. essential for a weathertight. building as indicated on the Contract Lbctnrrents. 02. MATERIALS: Meeting the following applicable standards cited and subsequent approval'. A. S. T. NI.: American Soc}ety for `I•0stirrg Nlateria.ls: Foci. Spec. Federal Specification; U. I, Uirderwriters Label. .1 --Composition Shingles: 12" x 30" U. L. Class "C" mirr.imLmr 225 lbs. per square with self-sealing tab seals, U. L. listed for Wind Resistance, meeting A. S. T. M. E1.08-75: D3018-72 Type 1; D3161-72`I'; D3462-76 and Feel, Spec. SS-S-294a int.. Amend% 1, Type 1, and SS-S-001534 Class "C" Type 1. .2 - Galvanized steel: gauges, sizes, and configurat.i.orr as sho��n on plans For s ring a�iicl`cntrnter flashing . .3 - Asphalt Saturated Felt: 15 lbs. underlayment. .4 - Fasteners: Hot galvanized steel nails with min:imtmr 3/8" diameter heads, length as required. ,5 - Ridge vents to be similar to "Vent -a -System" Vent-a-Ri Ige of :019 altirnintun. .6 - Soffit vents similar to "Vent -a-Sys tem" Vent-a-Stril) 070, .7 - A.l.Luninuin Gutter, Downspouts and Drips shall be .050 for gutters and .032 for downspouts and turns. All aluminum shall be pre -finished. Submit for color selection. 8 - Built -tip Roofing: EgUal to JOIin-NIariville Four Ply Smooth -Surface Fiberglass per specification No. 4 GNS. 03, INSTAIJATION: By skilled experienced mechanics under the constant supervision of a foreman representing this Contractor and approved by the manufacturer. Coordinate all work with other trades. .1 - Preparation: a, D(amr.ne surfaces that are to receive roofing. Report any unsatisfactory conditions. b. Correct defects that would interfere with proper instalLat.ion of insulation and/or roofing. c:. Ike riot work while surfaces to be covered are moist or' wet, d. Proceeding with work will. be construed as evidence that surfaces to be roofed are satisfactory to obtain bond arid/or to permit watertight installation, .2 - Co position Shingles: to be installed .in accordance with manufacturor's rcconunen ation and related requirements of tMaterial Specification. .3 - Galvanized Metal: install in accordance with details and industry standards. 4 - - cue a.nc Soffit Vents to be iristallccl in accordance with NLlnu£acturer's directiron. .5 - Built -Up Roof to be installed in accordance with Manufacturer's specifications. F as r inc counter flash for waterproof install,:rtiorr. 04. RI-1,ATED RE(QUIRIVIENI'S: See General Conditions for guarantee. .1 - Protection: Cover and/or protect. roof deck as necessary at end of cl<ry's work Luiti1 roofing materials have been applied to prevent Undue moisture accuunulation. .2 - Deliver materials with manufacturer's labels and U. L. labels; store :i.rr accordance with manufacturer's reconunerrdations. SECTION 7- B : WiW11 IERPR00F ING 01. SCOPE: This work includes, but is riot limited to, all caulking, weatherstripping, T_rpproof:ing and ot}rer related items necessary to insure a weathert i,ght building Lis indicated in the Contract Docuiient.s, 02. MATERIALS: Meeting_ the following applicable portions of standards cited and subseqen ut approval. AS`1M: Arneric.an Society forTesting and Materials; 'Fed. Spec.: Federal Specifications. .1 - Caulking Corrrpound: Dow Corning 790 Building Sealant or equal. .2 - -ack-U : Non -staining as tested by AS`I•NI D 925-63. 3 - Primer: As recorrrr7rended by manufacturer of caulking compound. .4 - 1VentFierstripping: Zero) Chamberlin, Accurate or equal. .5 - Po-4Tyetlielyene membrane 6 mil black for below concrete floor slabs and over grotutd in crawl space. .6 - 20 mil polyethelyene membrane flashing above all doors, and windows, and below brick sills. 03. INSTALLATION: Complete and performed by rrreclrani,cs skilled in their respective trades. .1 - Place fi mil black polyethelyene below each concrete Floor slab as moisture barrier. Puncture only where recessary, tape excessive tears, lap 12" and run over top of footing where feasible, .2 - Caulking .Applications: (Sealant) (Exterior -Interior all Openings) a. Pac.k joints, more thin 3/4" deep and joints not properly backed with back-up to within 3/ 4" of adjacent. surface. b. Prime surfaces, to be caulked, applying primer as recommended by manufacturer. c. Apply compound with sufficient pressure to completely fill all voids.. Leave joint slightly concave. Caulked joints shall be completely weather tight. d. Complete joints caulking before finish painting is started. e. Remove excess compound and clean compouund from adjacent surfaces. .3 - Weatherstripping: a. Install r i_intun thresholds in caulking compound. Secure thresholds with No. 10 non -corroding screws or bolts, using not less than 4 screws for single doors and riot :less than 5 .screws for double doors. Use Zero'-, #665 or equal. b, Use folded spring bronze weatherstripping at head and jambs of hollow metal doors unless otherwise indicated. Secure with sheet metal screws, spaced not more than :1-1/2" o.c. Use neoprene in alLuninurt housings, for meeting stiles of double doors (or•use felt) and to weatherstrip aluliri turi store front items. c. Furnish data to door nlarlufacturer for preparation to receive weather- stripping., .4 - Place 6 nlil polyethelyene membrane over ground in craRl Space. Cover completely, r'UXlning membrane 6" up :face of all bI0ck Surfaces. .5 - Install }lead and sill flashing as detailed oil plains and ill accordance with accepted flashing practices. 04. RELATED 1U`,0U1RF5%1F:N'I5: v I^= rles�aricT C:vrtificat:ion: Furnish on request one print each samples of - = caulk rig and d sewer and affidavits certifying that materials delivered to sit'e meet requirements of specifications. .2 - Cleaning: r-1.--'rotect adjacent surfaces during application of waterproofing. Avoid spilling materials on work in place or store materials. b. Clean adjacent surfaces from soil, stain, and adhered mater-ials. Remove and replace cktmaged or deFective work that cannpt be restored to original condition. SULTION 7-C: INSUTATION AND FIREPROOFING 01. SCOPE: Includes but is not lililited to, all rigid insulation and related items _ necessary to .Cully complete the project as indicated in the contract CIOCLUI1e111S. 02. NIATERIALS: Meeting the requirements and recollmcndations of the manufacturers herein cified and the fol.low.ing stancLirds as applicable. .1 - Stud Wall .111SUlation: AltUllinUrl Foil/Kraft laced Fiberglass Batts Illeeting Fed. Spec. fily-1- 1F Type III with thermal resistance of R-1-1.. .2 - Nlasonry Wall Insulation: Rigid styraFoanr having a "R" value of 19 meeting Viet. ftl-f-1-�2�1-v.-- ' .3 - Ceiling'InSulatiOn: I31own fihcrl;lrr:;s wool having; a thermal resistance Of .4 - Rigid wallsheathing 1" foil faced both sides R6 styro. .5 - insulation 13affel selected by installer and approved by architect to allow miilimtun 1-� c learance. .for air passage from soffit vents and ridge vents between every joist. .6 - Waferboard Roof Sheathing Insulation R-16 3" thick (Theimcal) 03. INS'IALI.ATION: By skilled experienced mechanics especially trained in their respective trade under the direction of all approved contractor. .1 - Rigid Wall Insulation: Place in accordance With nrarn.lfacturer's directions or as iicri.cvtcOn nBans. .2 - Fiberglass: Install In accorddnc,e with IndhUfaCtUr'01''s directl0rls, t0 a-clm-7( T" value as indicated. .3 - Waferboard 111sUlated Roof Sheathing to he applied over larninatej wOQd deck. 04. RELATED RI'QUIRFNENTS: ,l - SuBnlit samples ind literature as required for product approval. .2 - Receive approval for cotitracto'r doing specified work. as er1Ur[lerated iIl the General. Conditions, prior to installation. .3 - GUARAi\ I'EE : See General Conditions. _ .4 - Provide -certificates of compliance for I'egUired "k" values. SIECTION 8 -A: N11',TAL UOORS AND FRAMES 01. GENENikL: The General and Additional General Conditions, all Supplementary Conditions anTContract Doctullents bourrcl in these specification-,; are made cln integral part of this division. 02. WORK INCLUDED: Unless otherwise specified work inClUded under this 0ivisiwi i.i interlcI- to cover all metal door frames of the various types £oz' interior and exterior masonry walls including all hollow metal doors, metal louver doors, "A" and "B" label fire doors. 03. WORK NOT INCLUDED: Work riot included shall consist of all labor Cor settin., of metal door _rwiles as well. as the appl..ic.at:ion Of hardware for hollow metal and class "All and "B" f ire doers. A l_ l Cloor frames occurring in metal Stud partit iorr!S s}wlI be set by the carpentry contractor 1.Irlder. that Division. All door' frames Occurring' in masonry walls shall be built- i.n by t}le 11rlsoris r.lrlder the direct supervision of the General Contractor. 04. ITEMIZED READINGS: Itemized headings for various types of metal doors and frames are providecl� oIic convenience of the Contractor. Slight omiss.iorls frolrl the .i.terrlized headings will not relieve the Contractor Of the responsibility of furnishing salve to the Completion of the Contract. 05. Sf1OP DRAWINGS: This Contractor shall furnish -tile Architect with detailed Shop drawings irlclucirlf�K method Of installation and anchorage for the various cases for approval prior to fabrication. 06 . NIETAII DOOR PI MEIS : 717-metal oor -games shorn oil plans, details, and called for in schedule for interior partitions as well as exterior walls shall be :stock door- frames, 18 gauge reinforced, preillort i zed and borider• i zed one p i oce with accessories as detailed. Provide 16 gLlUge U. L. label frames where regtlired. 07. HOLLOW INJETAL 00)RS: Shall. be Manufactured of 16 gauge steel bondorized, insulated arld re:inlor'cecl-iri confornirince with CS. 242-62, prepared with templates drilled and tapped to receive hardware with snap -in virlv'l to[-) Mid bottom For exterior- use. Pro- vide 16 gauge U. L. label boriderized, insulated, doors with frames where required. fardware Preparation: Shall he as called :for. Above. NO'I'1 : T'hi5 voiit ractor shall refer- to door sChedUI(' and division covering doors and door frames in Order to determine which doors will have pre -fitted wood door jallibs that are not included under this division. 08. GUARANTEE: All metal door frames and doors to l.)e sound and Free from all defects of illcrter 1ci.l Or WUr'1Q1laTlti}ril> for a per lOC1 of or, (}.� year from date of completion and accep- tance of the work by the Architect. SECT ION 8 - f3 : STORE; FRONT 01. GENIERAL : .1---TTie General and Additional General Conditions, all Supplementary Conditions and Contract DOCUrlerltS bonnet in those specifications are made all integral hart of this division. .2 - All glass showrl on plans and details or called for in spec.if_icat iO Is shall meet the Southern Standard Building Code, Chapter XXV1I "Glass" requirements and Federal Safety Standards. 02. WORK INCLUDED: The work included under this Division is for the furnishing of all l.a�c; am materials necessary for- the installation of all entrance doors and panels complete with glazing. 03. ALUMINUM STOW." FRONT: .1 _ Ma1_1TEactrlre s: The following corgparlies shall be acc:eptahlc subject to Architect's approval for the fabrication of colnponerlt parts For the complete installation of alturlinuin store froth as shown in the contract drawings and hereinafter specified. a. Kawneer Architectural Products b. Allar•lite Products c. P.P.G. .Industries d. Natcor Company .2 - Altllni.n(.m1 Felines: Shall be in accordance with the detail as shown in the contract dr-ECt rigs sections as detail of .125 inch alloy 6063-TS with pocket type glazing :installation for insulated (jass. Installation shall meet ASI'NI I -33.1 water leakage test. Altunintuu section shattL have Class .1 arroclic coating 1f40 dark bronze f:irlish. Ali joints shall be flush and tight. .3 - Alcuninturl Entrance tT Exit fors: a. Altuirrntun shall have 1-29/32" vertical stiles, 2-9/32" top rail, 7-1/2" bottom rail. 'I'1'le Narrow Stiles "190" corners shall be of the Dual. Nloiiierrt constructio cocorrsist.-i.ng of both stigma deep penetrat:iorl weld and mechanical Fastening. Glazing stops for door shall be snap-iri type with neoprene bulb-typc glazing and no exposed screws shall be required to secure therll:in place. Stops on exterior side shall -be lock -in tamper proof type. The Narrow Stile 11 190" door leaf shall be equipped with p adjustable mechanism 'Located in the " top rail near the lock stile which wil'1 provide for minor clearance adjustments after installation. Narrow Stile "190" shall be weatherstripped on three (3) sides with metal -backed pile cloth installed in the door and/or frame. All glass doors shall be glazed with .fully tempered safety glass. b. Panic Device: All exterior Kawneer doors shall be equipped with Kawneer Panelinc E t Device (concealed rod). This device shall carry the Underwriter. Laboratories Re. -examination Service Label. The levered latch shall be of stainless steel that is retractable and positively dogged when desired to permit unrestricted entry from the outside. Exit from within shall be possible at all times. 1-5/32" rim type. cylinder slicall be removable for master -keying. See Hardware Spec if ications . 1. A -standard Style "P" Pull Handle shall be furnished for exterior side of door. c. Overhead Closers: All Kawneer doors shall be equipped with overhead concealed closers. Double Acting "HUSKY". d.. Erection: After erection and glazing, this Contractor shall check arid readjust as required all items of operating hardware on doors installed under this Division. 04. GLAZING: All store front glazing shall be _insulated glass except entrance doors and Tide Tights at entrance vestibules shall be single glazed. __AT1 glazing shall meet government safety requirements. Outdoor surface to be similar to P.P.G. Tinted Solar bronze. 05. GUARANTEE: See Adclitiorial General Conditions :for guarantee. ~ SECTION 8-C:, WOOD DOORS 01. SCOPE: The General and -Additional General Conditions, all Supplementary Conditions an Contract Documents bound in these specifications are made an integral part of this Division. Work included under this Div:is:ion is for the furniShirrg 0.1 all interior' hollow anti solid care doors ready for- installation. Installation of wood door's and installation of finished hardware items specified under Section 6-A and Section 8-D. 02. MATERIALS: Shall be of highest quality meeting standards cited below and MPS. .1 -interior wood doors shall be standard size as shown on the drawings, having solid wood stales and rails. .2 - Door shall be 1-3/4" thick, and 1-3/8" thick as shown. Door striking shall be as standard with the door manufacturer. ' Solid core doors where scheduled shall be standard solid core wood doors conforming to requirements of Commercial Standkrrd CS171, flush type, of five-ply construction, of sizes and types shown on the Drawings. Corer shall. be pa rtic:le core, consisting, of wood derivative, bonded with Type 11. water resistant adhesive. Side edges after factory trirruning shall he a minimum of 3/4" thick. Top arid bottom edges shall be a minimum of 1" thick after factory tri_nuning, and shall be of hardwood or' soft- wood at option of manufacturer. Crossbanding shall be hardwood, glued to core with grain"perperidicular to long dimension of door. Dace vaneers shall be Sound Gracie, rotary cut natural wood.veneer for stain {finish. Doors shall be as manufactured by Curtis Companies, U. S. Plywood Co., or Walled'Lake Door Co., Doors shall be "certified" in accordance with A. S. T. M. Ei-152, (20 minutes), "C" label. a, Tolerances - Doors, when furnished and for the life of the specified guarantee period shall not exceed the tolerances fisted below. (1) Door Thickness - plus or minus 1/16". (2) Door Height and Width - 1/16" in both height arid width. (3) Door Squareness - Diagonal dimension from right top to left bottom and left top to right bottom corner to be eflLral with an allowecl tolerance of (4) Door Warp or Twist - except for doors with cutouts exceedi.rig 40% of the door area, warp or twist Linder normal service conditions :for application's shown shall not exceed 1/�" when tested in accordance with Paragraph 5.3 of Coiinnercial Standard CS-171. (5) Hollow doors shlrll be standard hollow core wood doors pre -hung conforming to 'requirements of Commercial Standard CS 171, flush type, of sizes and tryl)es shown on the Drawings. Cores shall be corrugated honeycomb constru- ct:i.on, or approved manufacturer's standard for door specified. Side edges shall have a total width of not less than 1-1/8" as standard with the manu- facturer. Top arid bottom edges shall have a total width of not less than 2-1/2" and shall be softwood as standard with the door marrtrfacturer. Doors shall have minirrruir 2-7/8 x 20" softwood lock blocks, centered on both sides of the door. Width of lock block shall be in addition to width of side edge specified. Dace vene6rs shall be hardboard for paint finish as specified, Doors shall be as manufactured by Curtis Companies, U. S. Ply- wood, or Walled Lock Door Company. a. - Tolerances for hollow core doors shall be same as .specified above for solid core doors. (6) Deliver doors, properly protected, to the project for installation under work of Section 6-A. Replace any damaged or otherwise defective units at no additional cost to the Owner. 03. INSTALLATION Shall be by trained craftsrwrn in Conjunction with Section 6-A arid Sec- tion 04 . GUAIUW I'EE : ` .1 ^- Solid core and hollow core flush doors shall be gLUranteed irl writing by the door manufacturer against any manufacturing defects which would make them unsuitable for the use :attended for a period of one (.1) year from date of installation. .2 - See Additional General Conditions for Guarantee. SECTION 8-D: HARDWARE "a 01. GENERAL: The General arid Additional General Conditions, all Supplementary Conditions - an Contract Docunerits bound in these specifications are made an integral, part of this division. 02. SCOPE OF WORK: - Furnish and deliver to the job all .items of Finish llardware lie re:inaftor specified or obviously required to complete this project, .2 - Provide all necessary screws, bolts, shields, arid other devices required for proper fastening and operation of the hardware, whether or riot specifically mentioned herein, arnd these items shall harmonize with the hardware'as to material anti finish. .3 - 'llre Finish Hardware Supplier shall prepare and :furnish to the llrch:itect-lingineer, via the General Contractor, a min:iinLun of six (6) copies of a complete Finish Hard- ware Schedule. Said Schedule shall identify items with manufacturer's name and nturt- ber of item, 03. 11AIPLA11ES : Hardware to be mounted on metal doors and frames shall be made to template anTc��utnrshecl complete with machine screws. Two complete sets of templates with one approved Finish Hardware Schedule shall be furnished to the different manufacturers of metal doors and frames requiring same for' their use :i.n preparing their products for hardware. 04 . - PACKING AND MARKING: t 1 -All items of arclware shall be individually packed, labeled with manufacturer's name, the type and name of :item, and tagged with the same item nunber such set or article carried in the approved Finish lfardware Schedule. Each container or package shall also contain the necessary screws; keys and iris tructions anti installation templates .for spotting mortising tools. .2 - The General Contractor or his representative shall check the. deliveries against ' the approved schedule and receipt for it, after which tie shall be solely.respon- sible for the storage or care. Any shortage or damage sluill be made good by the General Contractor without cost to the Owner. .3 - The Hardware Supplier shall deliver in person all material and sha11 see. that it is properly receipted .for the General Contractor. No Hardware shall be shipped to the job direct from the factory. - - 05. GUARANTEE: The Finish Hardware Supplier shall guarantee all products against defects in rn� aterial., workmanship and operation for a period of one (1) year from the date of acceptance of the building, by the Owner. No liability is to be asSLUned by the Hardware Supplier' where faulty operation is due to either improper .installation or failure to v exercise normal maintenance. 06. SERVICE REQUIRaIENTS OF lIARDIVARI SUPPLIER: To insure coordination and proper iristallatian'- a Fin�isFi F it ware, t ne me ware uppliex, after aware ofthis 'contrast, will be re-` quired to visit the job as below specified and there to' consult, advise and ass si the v S Owner and/or Architect, and/or Contractor. Each bidder shall allow in estimating this job, sufficient funds to cover his costs for visiting the job for -these purposes at least two (2) times per week during the anticipated period of Finish Il<ardware installa- t ion. t 07. hIAT11IZIALS: - r - General: The following Manufacturers and desi�n styles will be .acceptable for II<rr'ware submittals. The f-fardware shall meet Federal Specifications FF-14-106a Type 161 heavy duty or `type 160 standard duty as specified raider Hardware type. .2 - Finishes: a, ATIinterior Hardware shall be Satin Bronze United States Standard US 1(T'and/ or B.H.M.A. Code.612. b. All exterior Flardware shall be Satin Chrome United States Standard US 26D and/or B. H.M.A. 025 similar to alurriinturr Store Front Finish. .3 - latch and Lock Sets: a. �Yale�Serzes 5z00 or 5300 - "Brandywine" b. Schlage Series "D" or itAll _ tt•1•ulip" c. Sargent Magnalock or Sentrylock - "Van Buren" d. Falcon Series "X" or, "E" - "Beverly -Gala Style" .4 - Butt Binges: Size 4-1/2 x 4-1/2. burnish non -removable pin :features for out- swinl;ing exterior doors arid ball bearing type for- metal doors. Hager, Stanley or INIcKinney will be accepted, meeting Federal Specifications. .5 - Closers: Yale Series 40; 50 or 80; LCN "Smoothee!'; or Norton "Unitial". .6 - ' us Bolts, Stops: By Yale, Sargent, or Schlage. .7 - ilui h, t^ arrd lC ek Plates: 1/8" laun:inated plastic me(Aing Federal. Specification .8 - 'Thresholds: As manufactured by Zero, Accurate, or, National Guard•Products, Inc., appropiri ate to opening. .9 - Toilet Partition: Hardware furnished with toilet partition under Section 10-A. .10 - l;xit sariic Devices: Similar to Corbin Rim type - Forttule 29 series.. .11 -Rubber T enc�- ers; 'Three each for metal door jamb. .12 - _.oc y incel_r; By same ri-taii rfacturers of lock sets supplied for building. ., 08. KEYING AND K.EY CONIROL SYSTEM: .1 - �111 c:y1 rrrcTer�keye IOcI s shall be Grand Master Keyed and Master Keyed on one or more systems, to conform to the keying schedule provided by the Architect for the Owner. All locksets shall be Master Keyed at the factor'y...>I;ocks shall bo Con- struction i%)Lrster Keyed. Match axist:ing Keying System. .2 -- Provide a minirntun of three (3) keys for each lockset, six (6) Master Keys fox - each Master Key System and three (3) Grand Master Keys. .3 - 'I'he finishing hardware supplier shall furnishea key control system, complete with one steel cabinet DIVT8005 with permanent arid temporary key tags, cross :index file, as manufactured by P. O. Moore, I,lic. , The lockset rrranufacturer shall furnish the key envelopes at the tune lockset cylinders are supplied. .4 - The General. Cortractor shall install the key control system. The finishing hard- ware supplier shall instruct the Owner's personnel in the operation and maintenance of the key control system. 09. QUALIMATION OF HE FINISH HARDIVAIZI CONTRACTOR: To gtkalify as the Finish Hardware Supplier, t re Contractor s call er actrvery engaged in the business of corrunercial contract hardware, and shall have membership in the American Society of Architectural Hardware Consultants which will constitute approval of the suppliers ability to properly bid arid furnish this project- 10. RESPONSIBILITY:• The General Contractor slkrll provide adequate locked storage space wi.tr shelving and be responsible for the scheduled guant:ities of hardware when deliv- ered to the job, and for the payment of invoices covering such material when arid as delivered. 11. IIARDWW-, SCHEDULE; It :is intended that the following list of hardware types cover iarcware required to complete this project. The bidders shall check the plans and ad- vise the Architect, during the bid period, of any omissions or discrepancies. See Door Schedule for hardware type location. 12. IIARDWARI: SCHEDULE'.: .l - This hardware schedule is for the corrvenierice of the coigrac°tors .in actlt.icing hardware for the job. The contractor shall furnish complete and detailed hard- ware schedule, templates, arid all necessary information pertaining to the install- ation of hardware. Schedules shall be made from the contract drawings by a qualified Architectural Hardware Consultant and copies shall be submitted to tyre Architect v of cFiec i1c'ng an approval. u>it :rcheclules within 20 days of when plans of spaces are completed and approved -for constru(:tion. .2 - Samples: Goods are subject to the Owner and Architect's approval of samples, 1a)eleJand tagged .for their respective openings, if requested. All. items of hard- ware shall be manufactured within the Contiriental United States, unless specifi- cally .indicated otherwise. .3 - Hardware for all exterior doors shall meet Fed. Spec. 161; for all apartment entrance and corridor door Fed. Spec. 1.60; and for all door inside living units Fed. Spec. 159. .4 - A complete lasting of hardware for each opening shall be included in this schedule. The following outline of suggested hardware is [lot intended for specific: operationtrl application. fardware shall be appropriate to opening as to use and in .compliance with codes. Miscellaneous items such as door stops, silencers, kickplates, push plates, etc., shall be included in' the complete Hardware Schedule as submitted for approval, .5 - fardware Sets: efi�1Vo. I - As specified under Section 8-B Store Front 1 Cylinder Lock Set. No. 2 - 1 Lock set - 1-1/2 Pair Butts 1 Closer 1 Panic lk�vace 1 Threshold 1 K.ickplate (8 x wd-2") Set No. 3 - I Lock Set 1.-1/2 Pair Butts 1 Closer Set No. 4 - 1 Lock Set 1-1/2 Pair Butts Set No. 5 - I Latch Set 1-1/2 Pair Butts Set No, 6 1. Lock Set (privacy) 1-1/2 Paid Butts Set No. 7 - 1-1/2 Pair Butts 1 Closer 1 Pull w/ P.late 1 Push Plate, 1 Kick Plate (8" x wd-211) Set No. 8 - I Latch Set (Panic Type at Exit Egress Doors) 1-1/2 Pair Butts 1 Closer Set No. 9 - 1 Latch Set (Panic Type at Exit Egress Doors) 2 Pair Butts 1 Closer R Magnetic Holder by Others) .6 - MMiscellaneous Hardware: The hardware consultant shall suggest miscellaneous hard - war, as ceI ere- necessary cessary for a complete job and shall list the snide in the hard- ware schedule as submitted for approval. 13. ALL APARTMENT D0016: Door knockers/view holes shall be by Baldwin 1`I<rnulactuxirr�u Corp., 764-B26D, shah~1 irinstal:led at 4' -6" above floor in center ol� door. 14. Provide kickplates at all handicapped tacit apartment entrance doors w-2" X 12 15. GUARANTEE: See Additional General Conditions for guarantee. SECTION 8--E: IVINDOWS AND GLAZING O1. SCOPE: This section a.nclucles, but :is not necessarily limited tp, tile.Furnisihing and proper installation of single -bung altmilrrum arid fixed altuitirrurrr windows,, accessories and window glazing for a comp lote job in accordance with details. v 02, MATERIALS: Meeting the requirements of the applicable portions of the following cited standards: .1 Aluminum Windows (fixed): Standard 1-3/4" x 4 frame size and./or configuration as -Town of 22,000 psi alLuriinLm Class I anodic coating. #40 Dark Bronze :finish _. with achors, by Pittco, Amarlite, Kawneer or equal, design to meet wind loads as required. .1. _ .2 Window Walls: Similar to Kawneer 1600 S.G. Framing System tested in accoAnce witE-A.S.T.M. E 283 air infiltration and A.S."F.M. E 331 no water penetration at 10.0 P.S.F. extrusions to be 6063-To" alloy and tempered (A.S.T.M. B 221 alloy G.S. 10A-'TS). Finish to be Class I anodic coating #40 Dark Bronze. Structural requirement to meet local wind load along with live and dead load requirements. Submit shop drawings with engineering data for approval. a. 1" Double glazing (insulated) in Dining Area. b. Single glazing in Vestibule area. .3 - Single-htuxg windows similar to Better-Bilt AltmrinLun series 540 of 6063-TS extruded .062" aluminum with baked on bronze coating finish. Weather•stripped with woven pile, vinyl compression strip at sill, cam lock, adjustable spiril balances, insulated glazing, with snap -on type extruded vinyl glazing bead, and 18 x 16 fiberglass screens, meeting ANSI-Z 34.:1, FHA -NIPS, and IWIA DII-B-HP (50) . .4 - Glazing shall be insulated glass double glazed with Iminirmum of 1/4" air space, Outdoor surface to be similar to P.P.G. Tinted Solar Bronze with interior surface clear. a. Store front - 1/4" polished plaxc (safety glass where required.) b. Single hung - 7/16 D. S. B. quality bearing manufacturer's trademark. c. Tempered glass on all sloped surfaces. .5 - Glazing Compound: Its recoilmended by Glass Mfg. if not an integral part of unit. 03. INSTALLATION: By competent worlarien in accordance wi.thmanufacturer's recolrunendatioris and AAA, requirermcnt s . .l - Set frames securely with wall anchors as recommended by Irranufacturers to meet JW'JA requirements. .2 - Install glazing in accordance with window uranufacturer•'s approved speci:ficatioris and minimum safety standards. .3 - All window walls to be installed in accordance with Manufacturer's requirements. 04 . RELATED RE.QU IRUIENTS: Provide sr�riq -Les for approval and shop drawings as. necessary :for proper installation See Geneipalt Conditions. t .1 - Store and handle frames and materials to prevent damage. .2 - AlLmrinLnn components shall receive factory applied coating to protect. finishes from stain or chemical damage, to be removed when directed. .3 - Cleaning: Upon completion, wash glass, clean frames, removing all prints, soil, paint and/or other foreign matter. ,,. SECTION 9-A: GYPSUM BOARD WALLS AND CEILING 01. SCOPE: Including but not limited to all gypsum board walls and ceiling :For a complete installation ready for final finishes. 02. rNlE TERIALS: iMeeting the requirements of standards of the industry, the manufacturers complemeirting standards and specific standards as cited. .1 Gypsum Wall Board: Thickness and types as indicated on plans, meeting Fed. Spec, l`,I��C' SS-L-3T, AS'l0 as manufactured by U. S. G. Gold Bond or equal. Gypsum board 5/8" fire rated tapered edge, 48" wide and in lengths as long as practical to rlLinimize number OF end joints. (1/2" Waterproof board where reclu:ired. ) .2 - Accessories: Equal to U. S. G., No. 101 L)ur-a-bead for all external corners, U.-S.C. 200 A for butt joints, nail as recommended by manufacturer. ..3 - Joint 'Treatment: Equal to U. S. G. Perf-a-tape reinforcing tape with joint cam - pound and topping, iMeeting Fed. Spec. SS-J-570A•and ASTM'C474. .4 - Sound Batts: 2-1/2" fiberglass batts. .5 - Sourn- Clips: U. S. G. RC-1 Resilient channel at ceilings between floors. .6 - Mastic: A recormtrended by manufacturer for lamination over rigid wall insulation.' 03. INSTALLATION: Shall be by trained artisans experienced in the installation of wall board systems. .1 - Wood Structure: Install in accordance with manufacturer's recommendations all surface ce 1iarres being level and straight edged. .2 - Tape, Bed and .Texture: In compliance with manufacturer''s recommendations for uniform sur:-ace appearance. .3 - Laminate gypsum wall board to concrete block in accordance with manufacturer's recommendations, subject to approval. .4 - Walls: Shall be ready with blocking in place ready for wall board installation. a. Furring: The interior of all exterior masonry walls unless otherwise called oar on the plans as having finished walls, shall be Furred with 1-1/2"* wood blocking and rigid insulation and Covered with gypsum board, Nailed blocking to masonry walls as detailed with case hardened cut nails erect gypsum board taped and :finished ready for decoration. b. Corridor partitions and partition between apartrmernt units shown on plans and details shall be erected of 3-1/2" stud. Studs set 2'-0" on center between units and 12 o.c. first floor, 16" o.c, 2nd and 24" o.c. 3rd :floor in corr:i- dor and exterior walls. Both sides of partition shall have fare rated gypsum' wall board attached to both sides of studs. 2-1/2" insulation blankets shall be placed in wall cavity between studs. Insulation blankets to be stapled back of gypsum board at top of blanket only. Gypsum wall board shall be attached per gypsum board manufacturer's specificationsi Partition shall have. a 45. Sound Trans -mission Class rating and one (1) hour f re rating. c. Bathrooms throughout the apartment building shall have 1/2" WR board, 8'-0 high in all tub areas with exception of walls,adjoi.n.irrg corridor or another, apartment, these walls shall have fire rated waterproof board. Two layers if. required to flush out wall surfaces. d. All gypsum board shown on plans and de- tails on grnturcl floor area which incor- porate public rest rooms shall have U. S. Gypsum WR (water resistant) gypsum board, 4'-0" high, balance of board to ce:il:irrg shall be standard drywall board. .5 - Ceilings - floor - Install fire rated gypsum wall, board to achieve a I -hour rated System with a Sound `1`ransmi.ssionr Class rating of 45 STC or less. (50 STC in: Public areas)` Ceiling attic install 1-hour fire rated gypsum board. .6 - ColLmuis- Install fare rated gypstun board to cover all steel columns with a rninirntum of 2-hour U. L. design. .7 - Duct and Chase Fire Proofing: See plans for all exhaust duct and/or chase areas to receive :fire proo ing, Areas not exposed are not required to 'be finished. .8 - NOTE: All partition walls between apartments or between apartments and corridors shall have gypstun board walls carried continuous from floor to subfloor above. 04. RELATED REQ[JR III;NI'S: See General Conditions. .1 - Store all matey i.als in a dey weathert:ight space to prevent damage or deterioration, .2 - Maintain 50- 70 degrees Farerrheit during irrstallat i.on with adequate ventilation to carry off excess moisture. .3 - NOTE: Stud spacing load bearing walls; (i.e. corridor and exterior longitudinal walls) on first floor shall be 12" o.c., 16" o.c. on 2nd floor arid 24" o.c. for 3rd floor. SECTION 9-B: PAINTING 01. GENERAL: -1 Tfie General and Additional General Conditions, all Supplementary Conditions and Contract l ocLunents, bound in these specifications are made an integral part of this division. .2 - Furnish all labor, materials, equipment, and services necessary to comp:l.ete,all painting work indicated on the drawings or specified herein, or both:' The term "paint" as used in this division in *a general sense has reference to sealers, primers, stains, enamels, emrulsions, etc.. 02. COLMS: :T = Standard colors- to be factory tinted; not tinned on the job. Paint colors shall be from the same production batch. .2 - Color- shall conform to the color. schedule as selected by the Decorator or• Architect. The painting contractor shall furnish the Architect or Decorator, samples of each color he proposes to use and obtain his approval before r)r•oc.eeding with the work. The Contractor shall then prepare samples at the job as required until the colors .I IL and textures are satisfactory. .3 - Sample colors shall be applied to an area of not less than 4'-0" square, in or- der that color may be viewed when dry, before final approval. .4 - Before proceeding with the painting, :finish one complete room, space Or i.teill of each color scheme required and show selected colors, finished texture, materials and workruatiship. After approval, -these sample rooms or items shall serve as a standard for similar work throughout the building. .S - When multiple coats are used, each preceding coat is to differ slightly from the next succeeding coat, but shall be of the scune hue. 03. MATERIALS: .1 - A11 materials used in the work shall be of the brands and qualities specified or approved equal, and shall be delivered to the job in their original containers and with labels, -in tact .and seals unbroken. No other paint shall be brought to the job. .2 - oil thialiers and driers delivered to the job shall l>e only those approved for use by the manufacturer of the paints. .3 - Nilterials such a linseed oil, shellac, and turpentine shall be pure, highest quality and bear identifying label on container. 4 - Thinners or solvents used for cleaning brushes or other clean -tip shall not be used in the paint. .5 -The painting contractor shall make no changes or do any extra work without written authorization. .6 - 'Fire following manufacturers of paint products will be acceptable: United, Pitts- burg, Pratt �, Lambert, U. S. G., Devoe, and Sherwin-Williams. Manufacturer paint types and numbers are shower only :for convenience and comparable products of iiianu- facturer listed above will be acceptable. 04. STORAGE: All materials used on the job shall be stored in a single place designated by t-die-General Contractor and/or, the Architect. Such storage place shall be kept neat and clean and all damage thereto or its surroturdings shall be made good. Any soiled or used rags, waste, and trash must be removed from the building every night, ' and every precaution taken to avoid the danger of fire. 05. INSPECTION OF SURFACES: .1 - Bemire starting any work, 'surfaces to receive paint finishes shall be excunined carefully for defects which cannot be corrected by the procedures specified herein turder "Preparation of Surfaces" and which might prevent .satisfactory painting re- sults. Work shall not proceed until such damages are corrected. .2--II'lle commencing of work shall. be construed as acceptance of the surfaces, arid thereafter Contractor shall be fully responsible for satisfactory work as re- quired herein. 06. COOPERATION WITH OTHER MARES: .1 This work shall e scheliled and coordinated with other trades and shall not proceed until other work and/or job conditions are as required to achieve satis- factory results. .2 - The Contractor shall examine the slrecificcitions for• tine various Other trades and sha11 thoroughly familiarize himself with all their provisions regarding painting. All surfaces that are left unfinished by the requirements of other divisions shall be painted or finished as part of the work covered by this division. 07, PRI;I'ARJVFION OF SURFACES: .1 - Wood shall be sandpapered to smooth, even finish and then dusted off. after pruning or stain coat has been applied, all nail holes arid other surface imper- fections shall be filled with spackle or putty, tinted to match stain or paint. .2 - Steel and :Iron shall be cleaned of grease, dirt, mud, loose rust and scale as necessary to receive paint. Chipped or abraided places on .items that have been shop coated shall be touched -up. Heavy coatings of: scale sliall be removed by descaling or wire brushing as necessary to produce a satisfactory surface for painting. ,3 - Galvanized Metal shall be cleaned and surfaces suitably primed. .4 - Ferrous Slsi aces shall be cleaned of dirt and grease. Remove rust, mill scale arid defective paint. Touch up all base metal and damaged shop coats with speci- fied rust -inhibitive primer. .5 - Concrete & Masonry shall be cleaned free of dirt, dust, oil arid grease stains, and d TT- orescence. The method of surface preparation shall be. Ae.ft to the dis- cretion of the Contractor provided the results are satisfactory to the Architect. .6 - Wallboard shall be a smooth, even f in:isli free of dust, ready for paint or spray coat application. 08. WORKMANSHIP: .1 - Y I work shall be done by skilled meclrail:ics and :in a worlarlarilike mariner. .2 - I'xteri.or paint shall not be applied :in clamp, rainy weather or anti l the surface has dried thoroughly from the effects of such weather. Varnish or paint shall not be applied when temperature is below 50 degrees F.. 3 -Surfaces to be stained or painted, shall be clean, dry, smooth and adequately protected from dampness. Each coat of paint slial:l be applied smoothly, worked out evenly arid allowed to dry at least 48 hours before subsequent coat .is applied. .4 - Finished wort: shall be uniform and of the approved color; shall completely cover; and be smooth and free from runs, sags, clogging or excessive flooding. 1?clges of paint adjoining other materials or colors shall be made sharp and clean without overlapping or featherpng. .5 - Top and bottom of all wood and metal doors shall be :finished same as balance of cow aTf r- fitting and be' fore faces are painted. All natural finish doors shall have exposed sides and edges stained to match face grain of door. .6 - Before painting, hardware, accessories, plates, lighting fixtures and Siiiiilar items shall be removed and shall be replaced upon completion of cmrple protection of scmre shall be provided. .7 - The Contractor shall protect his work at all times, also protect all adjacent work and materials by suitable covering or other method during progress of work. Upon completion of the work, Ire shall remove all paint from glass, window sash, mirrors, floors, title work, plumbing fixtures, etc., before final acceptance by Owner. He shall remove from ;the premises all rLibbi `.ill and aCCLllllulated l laterla.ls not caused by others and clean his part of the work in a clean, orderly and accep- table condition. .8 - Before painting :is started in any area, broom cleansing and excessive dust shall be removed. After painting operations have started, cleaning shill be done only with commercial vacuum cleaning equipment. .9 - Ac equate i1 uin:ination shall bo provic e rrl all areas where painting Operations are in progress. .10 - Once painting has coirunenced, provide constant temperature at 65 degrees F., or above, and prevent wide variations in temperature which might result in conden- sation on .freshly painted surfaces. 09. WORK INCLUDED: .1 - In this section, work :included .is for all labor,, material, equipment and services necessary for and incidental to the painting of the entire project, inside and Out. .2 - Small items not specifically noted herein, but necessary for a finished job shall be included in the painting bid. In general, all exposed :interior masonry work, exterior masonry work, precast sill, all interior and exterior woodwork, all inter- ior doors, exterior doors, door jambs and frames, trim, orrrcunental iron, all closet shelving, wood cabinets, etc.. .3 - Painting arid Finishing: Shall be in compliance with manufacturer's recorunenda- tions evenly spread without runs or sags. All coats shall be thoroughly dry be- fore applying succeeding coats. a. Touch ul) "hot spots" prior to final coat. b. Putty following initial coat. N. PAWLING SCHEDULE: All colors selected or approved prior to application - see Rooln Finish Sc recul-6 -for locations. Devoe or United names and colors are specified. .1 - Exterior World: 1.1 - Ferrous Metal: One Coat - Devoe #15101.Off-White Metal Primer Two Coats - Devoe :IXX All Weather (alkyd) !-louse 'Paint 1.2 - Galvanized Metal: One Coat - Devoe #13201 White Nletal Primer Two Coats - Devoe IXX All Weather (alkyd) [Iouse Paint 1.3 - Finished Wood: Die Coat - Devoe #1502 Primer One Coat - Devoe # 563XX Acrylic House Paint 1.4 - Exterior Masonry: One Coat - United S. S. Block Filler One Coat - United Ultra -Crete II (coarse texture) (spray application) ¢N } Une Wat - llevoe ffbZVUl b1OXt111 Latex 151OCK L z.Laer One Coat Devoe 506XX Wonder -Speed Interior Latex Flat 2.2 - Masonry (Concrete Block) (Latex Erimiel - Special Finish, see Paint Schedule) One Coat - Devoe #52901 Bloxfill Latex Block Filler t One Coat - Devoe #500XX*Acrylic Semi -Gloss 2.3 - Wood Paint: (l.aatex Enamel) One Coat - Devoe #51301 Enamel Undercoat One Coat - Devoe #500XX Acrylic Semi -Gloss 2.4 - Wood (Stained) : One Coat - Devoe #96XX Wonder Wood Stain Orre Coat - Devoe #4900 Wonder Wood Sealer 2.5 - Dry Wall: One Coat - Devoe #SS201 P. V. A. Wall Sealer One Coat - Devoe #506XX Wonder Speed latex Flat 2.6 - Dry Wall (Latex Enamel): '(Special Finish See Paint Schedule) One Coat - Devoe #55201 P. V. A. Wall Sealer One Coat - Devoe 500XX Acrylic Semi -Gloss 2.7 - Ferrous P,Ietal: One Coat - Devoe #51301 Enamel Undercoat One Coat - Devoe 509XX Alkyd Semi -Gloss 2.8 - Stripe parking area as shown on plot plan with "white" street marking paint meeting State Department of Transportation Specification. .3 - Ceiling Finish: Spray medim texture "Aristex" as approved by architect prior to application on all ceilings except main lobby sloped ceiling. 11. C11MING: It is, the responsibility of this contractor to clean all paint from glass, window sash, mirrors, the work, hardware, plLmlbing Fixtures, etc., before final acceptance by the Owner. 12. COMPLETION: v .1 - It is the intent of these specifications to cover all work and materials necessary to the completion of the contract and the bid is accepted with this understanding. .2 - This Contractor shall review the Divisions of Millwork, i`liscellaneous Metal, Lariri- natecl Plastics, to ascertain painting and priming; work covered under same, or work not requiring paint, in order that h may figure a complete paintint; job in every respect to the satisfaction of the Architect and Owner. 13. GUAPAIM'EIi: See Additional General Conditions for guarantee. ,•r SECTION 9-C: SHEET VINYL FLOORING AND BASE 01. GENERAL: The General and Additional General Conditions, all Supplementary Conditions and Contract Documents boLmd in these Specifications are oracle an integral. part Of this Division. 02. SWPL': Furnish all lahor, materials, equipment, and service necessary Cot' complete installation of resilient flooring as shown on drawings and specified herein, 03. MATERIALS. .1 - Vinyl Floor shall be as manufactured by Armstrong Cork Company, Lancaster, Pa.; G. A. F. Corporation, New York, N. Y.; or Congolem Corporation, Kearny, N. J. Width as required for seamless floor with a minimum tfrickness of .065 Gauge, rlo wax surface; colors and patterns as selected by Owner meeting Federal Specifi- cation L-F-001641, Class 3, 'Type III and H.U.D./F.H.A. M.P.A. 4910. .2 - Vinyl asbestos the shall be as manufactured by Kentile, Inc., Atlanta, Georgia; Azrock Floor Products of San Antonio, Texas; Armstrong Cork Company, Lancaster, Pa.. 'file to be 12" x 12" by 3/32" thick, colors as selected by Owner meeting Federal Specification SS-T-31213. Adhesives - and other application materials shall be those recommended by the manufacturer of the material -for specific application over subfloor. .4 - Base - shall be vinyl wall base 4" high. .S - Samples shall be clearly labeled stating color or shade, location in which they are used•and manufacturer's name and brand, :installed materials shall match approved smu Ales in all respects. .6 - NIateria:ls shall be delivered to job in manufacturer's original unopened containers with manufacturer's brand and mane clearly marked thereon and stored in original containers at a temperature of not :less than 70 degrees F. for at least 24 hour's before installation. Handle and store materials carefully in accordance with manufacturer's recoumendat ions. 04. INSTALLATION: In accordance with manufacturcr''s direction. .1 - Do not start work until work of other trades, including painting, has been sub- stantially completed. Use only experienced worfanen. .2 - Sub -floor Preparation: Lay 3/8" particle board, Grade 1-M-2 over plywood sub floors to receive sheet vinyl. Fill all crack:-s, control joints, expansion joints and the like with recommended products of the manufactLH'er. Waxes, sealers or oil must be removed.. .3 - Cleaning and Waxing: When vinyl anti V.A.T. flooring materials have been sufficiently seatcfi, clean such flooring in accordance with manufacturer's recoiwitei Ida ti orrs. Apply to completed resilient flooring installation one (1) coat of wax or :floor finish in accordance with manufacturer's recorrmrendations. 05. ADDITIONAL REQUIRt:iVIENTS: Guarantee: See Additional General Conditions for guarantee. SECTION 9-1): CARPETING 01. GENERAL: The General and Additional General Conditions, all Supplementary Conditions and -Contract DOCLUnents bound in these Spec ifi.cations are made an integral. part of - this Division. 02. WORK INCLUDED: Work included under this contract is for ill carpeting; shown on Plans and called -or in Finish Schedule, inclUd:i.rrg all labor and material. 03. MATERIALS: .1 - Carpets to meet F. If. A. and If. U. D. minimum standards in accordance with Bulle- tin No. UM-44c "Use of Materials Bulletin" and "Certified Carpet Products Direc- Wry" including latest addenda. Carpet shall also meret. static. test AA'I'CC 134- 1.969 for rating below 2.8 ki:lovolts'. Carpet shall meet or exceed Department of Coumerce Standard DOC-FF-1-70; A5`M E84-88; ASA, A2.S; NFPA No. 255-61 and UL723 for f1 mre spread smoke generation. .2 - Carpet samples shall be submitted for selection to the Architect for approval. .3 - Pad, mastic, tack strips, edge strip, shall meet ali requirements of F. II. A. and II. U. D. and Architect's approval. .4 - Alturiinmi thresholds shall be installed clt a.1.1 .COr'r'iCIUr elT1Ct :l:Lr'e 'rated C1UUrS. 04. INSTALLATION_: Shall be by qualified installers :in accordance with im uLfacturer's recommen ecl standards. 'Type of installation shall be' approved prior to start of work. The Contractor shall furnish and install carpet, pad, and accessories such as carpet edge strips at all exposed edges for a complete installation as recorrmrended by the carpet manufacturer, and to meet F. H. A. NIPS, and the f-fandbook for Carpet Layors, Published by the Carpet Institute, Inc.. 05. RELATED REQUrWIMENTS .1 - Cleaning- After all work has been completed, all rubbish and material not used shall be entirely carted away from the promises, . `I'h:is Contractor sisal l deliver the job clean and left ready for Occupancy. .2 - Installation and Carpet shall meet all local and state requirements. .3 - Guarantee: See Additional General Conditions for guarantee. SECTION 10-A: SIGNS, MAILBOXES, MISCELLANEOUS ACCESSORIES 0:1. GENERAL: ,�- 'ITie General and Additional General Conditions, all Supplementary Conditions and Contract Documents bound in these Specifications are made an integral part of this Division. J 4 .2 - The General Contractor shall furnish and install the following equipment. 02. MATERIALS: Subject to approval. .l - Laminated plastic 1/8" thick having a dark brown face with white enlpraved letters. Letters to be deeply and evenly cut to expose contrasting color beneath. Letters to be r.rni.form in size and spacing. I.I. Adhesive as recorlunended by the manufacturer• for direct application to mounting surfaces. 1.2. Plastic Sign Sizes: a. Sign for apartment door ntunbers shall be 1-1/2" plate size with 3/4" letters with four (4) characters on each door. b. Signs for all public and service areas such as toilet-s, mechanical spaces, offices„fare extinguishers, laundry, office, storage, janitor, kitchen, etc., sha I e plate size with 1" -.Letters. c. Signs beside elevator doors on each floor shall be standard "approved" signs reading "FNE.RGENCY - USE EXIT STAIRS". .2 - Raised plastic letters 12" high, 1/4" deep to be Mounted on each floor on elevator door frame, .3 - Cast Altuninwn Plaque - 24" x 18" similar to Andco Industries Corporation Standard Border r Style No. 2 double line with pebbled finish, using Classic letters. Supplementary drawing will be provided upon request. .4 - Mail Boxes: Similar to Bomumer :Industries, Inc. , Series 6310 rear loading. See drawings for configuration, number of boxes and irstallation details, compartment size shall be 5" ff. x 6" W. x 15"D, with 5 pirr cam type locks with 2 keys. arch box shall have 5/8" x 2" number slots with plastic window, Boxes and trim shall Have 628 anodized alt.mrintun finish. Boxes to be U. S. P. 0, approved. .5 - Mail Collection Boxes - Similar to .Boiiurier Industries, Inc. , Type 462. See draw- rngs for ntmtrer of fixes. Compartment size shall be 16" '11. x 12-1/21�W. x 15" D. Boxes and trim shall. have 028 anodized alr.um:irrrun f:irrish. .6 - I'vl1.il Drop: Through door letter -drop for manager's office. .7 - AsFr_Urrr: B-260 stainless steel wall urn at each elevator lobby. .8 - Flr'E Extinguishers and Cabaret: Similar to Lar-sen Nll110 A-B-C Multipurpose ex- tinguis rFer �vit i-�- ser►ii-i c ccssecr.cabine.t with Break -A -Way plastic panel. 03. INSTALLATION: Installation shall be by trained artisan in accordance with approved Shop Drawi rigs 04. GUAIZA FEE: See Additional General Conditions .for Guarantee. SECTION 10-B: `I'OILE'T ACCESSORII'.S AND NlEFM, SHELVING 01. GENERAL: The General and Additional General Conditions, all .Supplementary Conditions ancFC-o-ntract Documents bound in these Specifications are made an .integral perr•t of this Division. 02.NIATERIALS: The General Contractor shall furnish and :install the following equipment: .1-77oilet accessories by ;Miami -Carey, Bobrick C:or•p., or Charles Parker Co., cabinets keyed alijce. Miami -Carey product numbers are listed in following schedule, except as noted: a. Apartment Baths: - Each Unit (94 total): paper I roll--Tc er 8011 humbler/toothbrush holder 8007 towel bar 8018 (1811) - towel bar 8018 (16") medicine cabinet 1802-16 recessed :in wing wall shower curtain rod GB6170 1" O.D. x .035" mirror 48" x 36" x 3/.16"No. l duality float/plate glass electroni- cally copper plated, surface miourited , b. Kitchen Toilet paper holder 801.1 paper towel dispensor WR 210. rMedicine cabinet 1802-16 (Recess) c. Grab Bars: See plans for location to be ,Nliruni-Carey Series 7500, lengths as s rowrr on plans with SS302 f:iri i sh. NOTIi: Grab bars and shower curtains shall be moLurted on all tubs with supporting blocking, and also beside W. C. in public toilets. d. Women's restroom - Public 1 - paper older 801 L 1 - paper towel dispenser WIZ210 1 grab bar GB7509 - horizontal dirriens ion 54" - finish SS302 e. Men's restroom - Publ_ic - paper folder 8011 L - paper towel dispenser WR210 I - grab bar GB7509 - horizontal dimension 54" - finish SS302 .2 - Mirrors: Furnish and install size as shown on drawings in Public areas polished plate mirrors, stainless steel edged fra.11ie mirror with concealed hangers as manu- factured by Charles Parker Co., No. 2010; Spartar International C-909-S; or Watrous W-1230-S, where indicated on plans, .3 - Metal Shelving: As manufactured by Solar Hardware Corporation of steel with boriderizE aked enamel finish. Closet shelving "C" Series with rod arid shelf. Storage shelving "S" Series without rod. Provide support brackets as required Lengths as shoGJn on plans. 03. INSTALLATION: By trained personnel .i11 an approved manner of f:inislred r�orlyriansh:ip. .1 - Provide ground and/or blocking for all installations, .2 - Meet fI. U. D. Nfiriirntun Property Standards and Handicap Code for safety load installation. 04. RELATED REQUIREMENTS: Coordinate with other Divisions for installation. .1 - Provide shop drawings for grab bar :installation on tubs. .2 - Guarantee: See Additional General Conditions for guarantee. SECTION 11-A: REFRESI-MEMT CENTER EQUIPMENT 01. GENERAL: The General and Additional General Conditions, all. Supplementary Conditions anJ CrOntract DOCumerltS bound in these Specification,,:; are made an integral part of this Division. 02. SCOPE OF WORK: The -purchasing and installation of all refresfwient center equipment as rereina ter specified and/or as indicated on the plans. 03. EQUIPMENT: Similar in quality arid design to the fixtures listed below: ,1 - Re rigerraators: (94 units) Apartments shall be Kenmore 90602 with one (1) year warranty against defective materials and workmanship on entire refrigerator and four (4) years on seal -in refrigerating system. The color shall be selected. These units shall be a maximum of twenty-eight _inches wise with a minirnLml storage capacity o ' f 6.0 cu, ft.. Each Unit shall have two (2) shelves, vegetable storage crisper compartment, 4 door shelves and 0.43 cu, ft. freezer. The freezing compartment shall be furnished with two (2) ice trays (nominal size 35" H. x 21" IV. x 25" D. ) NOTE: The refrigerators shall be delivered to the job site, uncrated arid set up irr eirch apartment, ready for installation. .2 - Electric Range: Refreslument Center ranges shall be s:Lnrilar in quality arid design to Kermrore7-4611 240v, single phase. Ranges shall not be over 21" wide, arid shall be delivered to job site uncrated and set up in each apartnterlt ready for :install- ation, complete with trim kit including back -splash, with one (1) year warranty; to be installed by electrician under his contract. Color shall be selected. Controls shall. be on front of range. (Range - 94 Units) .3 - Hoods shall be vent model 515 ventless 24" wade with 2--speed fan control, char- coal filter, .-light control arid U. L. listed. 04. INSTAI.,LATION: To be coordinated by the Contractor not to conflict with cleansing and finis EiNg oT units. O5. GUAIU\ ME: See General Conditions. SECTION 11-B KITCHEN EQUIPMIiNI' - 01. GENE`RA1,: 'tile General and Additional General Conditions, all Supplementary Conditions and Contract Documents bound'in these Specifications are made an integral part of this Division. 02. SCOPE OF WRK: An allowance provided for the purchase aril installation Of all kitchen equipment, cooking utensils, food service and dining irllpl6ments for the central cooking and dining; area shall be coordinated by the Contractor for shipping and installation. 03. IQUIPMENT: Submittals shall be made for the Owner's selection and approval by a q,L aT, Lec kitchen consultant. 04. INSTALLATION: 'I'lle (:olltractor shall coordinate and/Or install all kl.tcllen CgUif)lllerlt 1n accordit� Ilce with the mallllfaCtUrcr' S recolNllendatiot1S. 05. RELATED RI:QUIIZIi�11iNi^S: See General Conditions. SECTION 11- C LAUNDRY_ I?IPQU4ENI' (r�� ca `A/ N F5 V_ 0.1. GENERAL: The General _ and Additional General Conditions, all Supplelnentary Conditions aril -Contract DoCtUnerlts bound in these spec-if:icat:ions are made an integral part. of this Division. 02, SCOPE OF WORK: 'file purchasing and installation`of all laundry equipment as herein -- after specified and/or as i ld:icated on the plans. 03. EQUII-TvIENT: Shall be similar to the .Following - submit for approval. l asliers: Six (6) Kermlore Cottunerical Heavy Duty Washer's., model nLunber 24091 with 1ve S) Fabric Care Cycles, Operating and washing instructions on console, 2 speed washing, 1/2 II.P, heavy duty capacity motor, porcelain enamel top and -Lid, conurlercial porcelain enamel basket and tub, built in splasll guard, Washing and "Rinsing" lights, Super-Roto-Swirl Agitation. 'fool Removable, safety lid switch automatic stop, positive fill, heavy Duty Ti.nler, Security ivleter Case - with provisions for Bolt and I:ock .For universal 4-Coin Coil' Chute. .2 - Dryers: "Three (3) Ketlnlore Coin Operated Electric Beat conunercia.l dryers, Power b�lser 30E.G. Lhta1 coin meter Permanent Press with 1/3 H.P. motor, Pleat element • 21,000 watts (maximum) 208v., 60 cycle, 3 phase (3 pole 60 anlp), double wall construction, safety door interlock, theniiastat icly corltrollc;d temperature. 04. INSTALLAT.ION: Shall be by the Contractor. , 05. GUARANTEE: One (1) year warranty against defective materials and l�orlclnanship. See Cenral Conditions.. SECTION 12-A: VEIZI'ICAL AND HORIZONTAL, BLINDS 01. SCOPE: Including but not limited to all drapery rods, pulls, cords and accessories necessary to the complete supplying and installation of all traverse rods in the apartments, office, and dining area. 02. MATERIALS: Shall be of the highest quality, similar to equipment cited herein. - 171n1r'g area windows shall have vertical louvel' blinds :;1111iLar, to t,"Ver drape model RS with fabric louvers with split transversi:ng as illanufacturecl by Louver Drape of Santa Monica, California, .2 - Apartments office area, corridors. exercise room, Arts Lind Crafts, storage areas, etc. shall have horizontal slat blinds one ince (111) in width silllilar to I,evolor "Riviera" design Or Bali model S-3000 with standard hardware, Colors to �e selected. a. All windows see schedule for sizes b. All doors and side lights from interior to balcony 03. INSTALLATION: In accordance with manufacturer's direction and approval of the ay - CIA 04. RELATED RRIMENI:S: See General Cond:itiorts. SECTION 13-A: TRASH CHUTE 01. SCOPE OF WORK: InclLicling all materials for tile illstLlllatiorl of the trash chute and re- ateT —accessories . 02. MATERIALS: Furnish as shown on plans rubbish garbage chute as manufactured by Wdlkin- son C''-} sites, Inc., Construction Products Co., or r%4ontgomcry Industries, Inc.. 1 -Chute to be 24" d Lmleter, fabricated of #16 gauge galvanized or a.lLinized metal, lockseamed, slip jointed and provided with ogle expansion joint per, story without bolts, clips or rivets to mar smooth i.nteriol• surface. 2 - Intakes to be 18" wide x 18" high, stainless steel, bottom hinged, hand Operated, Underwriters' I��borator:ies, Inc., Class "B" label, removably bolted to caring intake extension which is welded to the chute tube. .3 - Discharge to have an overhead type rolling, door with Fuscable link bearing; Under'- wilte=rsr-Laboratories, Inc., Class "B" label for direct discharge :into trash bills. ,4 - Vent to be complete with 3" diameter vent flange. 1." IPS brass .flushing spray Eerie for connection to hot water by others and 1/2" IPS automatic sprinkler for connection to sprinkler system by others. .5 - Gravity Vent to be 24" in diameter- to run through roof as deta;i`led. .6 - Prov1clTe anc1_install disinfecting and sanitizing unit as detailed for correction to hot water by others. 03. INS`AM-SkTION: In accordance with manufacturer's details and NFPA Standard #82. This Contractor- s}rall figure in his bid sealing; trash chute at each floor' with pacl�irlg . and concrete mortar fill to make a fire proof installation. 04. REI,A`I'ED REQUIRDIEMS: See General. Conditions. 'The Owner is to supply disposal bin, cooiUIT' ate lnstallat:ion with Owner. SECTION 14-A: ELEVATORS: 01. SCOPE: The work under this section :is subject to those provisions of the General an— c�Special C:Ondit:�ons, which in any way affect the work herein specified. This sl)ec i - fication is intended to cover the complete furnishing and :installing of two lover Passenger Elevator except as specified under "Work Not Included". All work shall be performed in a workmanlike planner and -is to :in.clude all work and material in accor- dance with the drawings and as specified Ilereia. In all cases where a device or -part of the equipment is herein referred to in the singular number, it :is intended that such reference shall..apply to as nearly such devices as are required to complete the installation. All work shall be perfonriecl in accordance with the latest revised edition (as of the elate bids are taken) of the American National Standard Safety Code for Elevators, Dumbwaiters, Escalators, Ltncl Moving Walks (ANSI A-17.1), the National Electrical Code, and/or such State and Local codes as may be applicable. Should, subsequent to the elate bids are taken, cllarnges be made in any code or shou:lcl ru:l:ings by any code enforcing authorities extend the application of the code, the Elevator Contractor shall be paid, as an addition to the contract price, for the work and materials necessary to make the :installation comply with such changes. .1 - BIDDERS QM1,IFICATION: Ire the :interest of unified responsibility) the Elevator Contractor s lall e one regularly engaged :in the business of manufacturing, instal- ling and servicing elevators of the type and cl'aracter required by these speci- fications and he shall tnLinufacture the entire (power Unit, controller, hydraulic cylinder, machine, generator, safety controller, governor) and all other parts of the equipment including door operator and signal fixtures and lie shall so state in his request for approval listing the :items Ile tuanUf�tctures. A repre- sentative of a national manufacturer will be considered it qualified contractor providing the manufacturer produces the specified items. Prior written approval of the architect i..s required (for contractors other tiler' those listed) before - quoting this project. Requests for approval will not be considered Curless they V ' are submitted ten (10) working days before bid time and are accompanied by the following :information: a. List of five (5) similar installations arranged to show name of project,elevator speed, elevator capacities, travel and date of completed :installation. b. Cbmplete literature, performance and technical data describing ithe proposed -- equipment. c. List of ten (10) set -vice accounts by building name, building managers or Owners, in this town. .2 - DRAWINGS: The Elevator Contractor shall, after structural and Architectural crawings are furnished, .prepare drawings showing the general arz�angement and loads of the elevator equipment. These drawings shall be approved and the hoistway size - guaranteed before proceeding with fabrication and installation of the elevators. .3 - LIABILITY: The,Elevator Contractor shall not be liable for any loss, damage, or cle any caused by acts of government, strikes, lockouts, fire, act of God, or any cause beyond his reasonable control and in no event shall he be liable for conse- quential damages. .4 - 6VORK NOT INCLUDE D: This specification does nbt include the following work, and is= coed ti.oneoori the proper performance of such work by the General Contractor or other Sub -contractors. a. A legal hoistway, properly framed and enclosed, and including a pit of proper, depth, provided with ladder, drains, lights, access doors, and waterproofing as required. -Suitable machine room, adegUate for the elevator equipment, including floors, gratings, foundations, lighting, ventilation and heat to maintain the room at a temperature of 50 F. minimum to 100' F. maximum. b. Adequate supports and foundations to carry the loads of all equipment, including supports For guide rail brackets and machine beams or overhead sheaves (if :Furnished). IF adjacent hoistways are utilized; divider beams at suitable points shall be provided for guide rail bracket support. c. Suitable connections from the power mains to each controller or motor genera - toy set starter, signal equipment Feeders as required, _including necessary circuit breakers and fused mainline disconnect switches. d. Outlets at the center of the hoistway for .lighting in the car. Electric power without charge, .For construction, testing and adjusting of the same charac- teristics as the permanent supply. e. Cutting of walls, floors, etc., and .removal of such obstructions as may be necessary For proper installation of the elevator. Setting of anchors and sleeves. Pockets or blockouts for signal fixtures. -All sill supports, including steel angles where required, and sill recesses and the grouting of door sills and hoistway frames after installation. g. All painting except as otherwise specified. h. Provide temporary enclosures or other protection from open hoiatways during the time the elevator is being installed. i. Proper trenching and backfilling for any underground piping or conduit: ti j. Temporary elevator service prior to completion and acceptance of complete installation. k. Emergency power supply with automatic transfer swatches and auxiliary contacts with wiring to the elevator controller. 1. Any governmentally required safety.provisions riot directly involved in the elevator installation. in. Beat and smoke sensing devices at elevator lobbies on each floor with elec- trical conductors terminating at a properly marked panel in the elevator machine room. 02. MA`l'ERIALS: Meeting the following requirements: .1 - DESCRIPTION OF EQUIPINIHNT: Two Dover Passenger Elevators ELEVATOR # 1 6 2 Control Capacity: 2500 pounds Speed: 100 FPNI Operation: Selective Collective Car Size: 6'-8" x 4'-3" Clear inside Travel: 191-3-1/2'' Machine Location: (See Drawings) f",gU:iprnent Room Stops: '1hree Openings: Three (3) .in line hoistway Doors: 3'-6" x 7'-0" (Size and '[jape) Single Slide Door Cil-)eration: Automatic D.C. Car Enclosure: As specified herein Signals: Light up car and hall pushbutton with raised numerals; car position indi- cator, car riding lantern, all arranged to meet handicapped require- ment s . .2 - SPECIAL FIATURES: Emergency Fire Service and lighting in accordance with National ,levator CodeANSI A.17.1: llanciicapped Requirements; Photo Electric Eyes; Tele- phone Box (Telephone by Others.) .3 - PLATFORM j-W SLING: The platform shall have a fabricated frame of formed and structural steel shapes, gusseted and rigidly welded. Flooring shall he wood top floor laid over wood subfloor. Finished flooring shall be provided on top of the car platform. The underside of the platform will be fireproofed. The sling shall consist of heavy steel channel stiles properly affixed to a steel crosshead and bolster, with adequate bracing members, to remove all strain .From the car enclosure. Steel Wyer plates shall be affixed to bottom of bolster channels, and a platen plate with clamps and cap screws shall be furnished :Eor fastening sling to plunger. .4 - CAR ENCLOSURE: (Elevator Cab): An elevator cab of ornamental design, with appur- teriances and- appointments .as selected shall he furnished and installed. Lover Cab Design DLP-1, stainless steel front return and entrance colcmmrs, telephone compartment, car position indicator, emergency lights and alarm bell, carpet flooring, entrance columns and swing type front return of stainless steel. Handrail on rear and sides of stainless steel, doors baked enmriel with a ,tainless steel kicicplate, fluorescent tube concealed above a plastic: grid drop ceiling to provide bright even illumination. Telephone box located in swing return panel. .5 - FLOOR COVERING: Carpet. .6 - CAR DOOIU. `I'% car entrance shall be provided with horizontal sliding doors. Panel rigidity to be obtained ley suitable steel reinforcements. Doors shill be hung on sheave hangers with polyurethane tires and sheaves running on a polished steel track, and guided at the bottom by non-metallic shoes sliding in an extruded aluminum threshold groove. .7 - AlJkR%I BELL: An emergency alarm bell shall be located in conformance with ANSI -17.1 Codb requirements, and connected to a plainly marked pushbutton :in the car. .8 - GUIDE AND GUIDE SHOES: Guides for the elevator car :;hall be planed steel elevator gua.c6 rails, properly fastened to the building structure with steel brackets. 'rho car stile'shall be .Fitted at top and bottom with guide shoes of the self aligning, swivel type, with metal body and removable Iron-rnetall:ic liners. 9 - POKR UNIT: (Oil Pumping and Control Mechanism) shall be compactly and neatly cAsigned with all of the components listed below combined in a self-contained runt; structural steel outer base with tank suPPorts; floating inner -base for mounting motor -pulp assembly; overhead oil reservoir with tank.cover and controller compartment with cover; metal drip pan; an oil -hydraulic pump; an electric motor; and oil control unit with the following components built into a single housing; a high pressure relief valve; a check valve ; an automatic unloading up start valve; a lowering and leveling valve; and a magnetic controller. a. The pump shall be especially designed and manufactured for oil -hydraulic eleva- tor service. It shall be of the positive displacement type, inherently designed For steady discharge with minimum pulsations to give smooth and quiet operation. Output of punp shall not vary more than 10 t between no Load and :Full load on the elevator car. b. Drive shall be by multiple V-belts and sheaves of nurmber and size to insure maximum factor of safety. c. Motor shall be especially designed for oil -hydraulic elevator service, of standard manufacture, and:of duty ratting to comply with heroin specified speeds and loads. d. Oil Control Unit shall consist of the following components, all built into a single -housing. Welded manifolds with separate valves to accomplish each function will not be acceptable under this specification. All adjustments shall be accessible and shall be made without removing the assembly from the oil line: (1) Relief Valve shall be externally adjustable, and shall be capable of bypassing the total oil flow without :increasing back pressure more than 10% above that required to barely open the valve.. 17. (2) Up Start and Stop Valve shall be externally adj ustable, and designed to bypass Oil flow during start and stop Of Motor pU1111) assembly, Valve shall close slowly, gradually diverting oil to or front the Jack Unit, insuring smooth up starts and. up stops. (3) Check Valve shall be designed to close CtUietl.y without perrllitting any perceptible reverse :flow. (4) Lowering Valve and Leveling Valve shall be externally adjustable for drop -away speed, lowering speed, leveling speed -and stopping speed to - insure smooth "Down" starts and stops. The leveling 17Gtive shall be designed to level the car to the :floor in 'tile direction the car is traveling when slowdown is initiated. (5) Electric controller s a1-1 �e of the�full rrtagnetic type or solid state integrated. circuitry. Silver to silver contacts shall be; utilized on all relays and contactors. Thermal over -load relays to be provided to protect the motor. All component switches to be 111OW-1ted :in a steel panel designed for wall or floor Mounting. .10 - JACK UNIT: The jack unit shall be designed arid corlstlucted in accordance witty tile, applicable requirements of the A1gSI A-17.1 Code. It shall be of Sufficient size to lift the gross load the height specified and shall be, factory tested to iIlsure adequate strength and freedom from 'Imikage. No brittle material, such as grey cast iron, shall be used. in the jack construction. The jack unit shall consist of the following parts: a plunger of heavy seamless steel tubing accurate- ly turned arid polished, a stop ring shall be electrically welded to the plunger to positively prevent plunger :leaving the casing; an internal gui.cle bearing; pack- 1119 Or seal Of suitable design and ClLlal.lty; it (Ir'il) "ring around. cylinger• top, a cylinder made Of steel pipe and provided With t Pit)(-' connectim and. air bleeder. Brackets shall be Welded to the jF.Ick Cylinder for SU[)pOrting the elevator- on pit channels. Art auxiliary safety bulkll,Qad shall be provided- ill the lower end of the cylinder which will .lirthit down car Speed to a safe value :in the event of leakage aroung the external bulkhead. .11 - HOLE FOR JACK UNIT: By Elevator Contractor. .12 - ITK UIVI'}' PROTECTION: The casting sllal.l be double wrapped at factory with an apl�r'ove--�I co ng clesigneci to protect it from electrolytic and chemical corrosion. Any underground piping shall be similarly protected. .13 - .VIRING, PIPING AND OIL: All necessary wiring shall be furnished and installed. in t l} e hoistway in accord wit}) the National Electrical Code. All necessary pipe and fittings to connect the power unit to the jack unit and. oil of the proper grade shall be furnished. .14 - iWNLINE STWUNER: A mainline st ra kier of the self-cle�rtlirlg type, equipped with a 46 Mesh e errleIlt shall be furnished and installed in the oil lisle. `y .16 - AUTUvRTIC GUIDE RAIL LUBRICATORS: Lubricators shall be provided and mounted on top o upper gui e sloes. ',0o1 felt wiper shall apply an even, uniform flow of oil which shall thoroughly lubricate faces of guide rail from a leakproof oil reservoir. .16 - FAILURE PROTECTION: The electrical control circuit shall be4designedl so that if a rnal :unction should occur, due to motor starter failure, oil becomirlg low in the system, or the care failing to reach a landing in the tip direction within a pre -determined time, the elevator cat, will automatically descend to the lowest terminal landing. If power operated doors are used,, the doors will automatically open when the care reaches that landing to allow passengers to depart. The doors will then automatically close and all control buttons, except the "door open" button in file cat- station, shall be made inoperative. .17 - SOUND_ INSULATING PANELS: Manufactured of ro:inforced 16 gauge steel with a 1" t lie 1-1 core o berglas affixed to interior shall be ruounted on all four open sides of, the power unit frartre. .18 - SOUND ISOIAT'ING COUPLINGS: A minirllLurl of two, shall be installed in the oil line In t 1--�i e lIhac 1:EnF e �r•OOIII etween pmip and jack. .19 - OIL -HYDRAULIC .SILENCER (Muffler Device) : Shall be installed in oil line near power tulitIt slat contain pulsation absorbing material inserted in a blowout Proof housing arranged for ins1ecting interior par'tS. Wl.thO1..rt removing unit fr•0111• oil line. Rubber }lose without blowout proof features will not be acceptable. .20 - VIBRATION PADS: Shall be moulrted under the power Unit assembly to isolate the Lulit Tfom t e )u.ilding structure. . 21 - Eb1ERGl f1CY 'TERMINAL STOPPING DEVICE: Ali emergency terminal stopping device for spee s over ITNT lal1>l e provided which shall operate ,independently of the. normal terminal stopping device should it fail to slow down tile. car' at the terminal as. imtendc ,cj.. ,'They shall be so desigriecII and installed that a single short circuit caused -by a combination Of grounds, or by other conditions, shall not prevent their functioning. The normal and emergeicy 't=� r rnina:l stopping de- vices shall riot control the sable controller s),4':itches Llrll.r�ss tsvo nr JllQre separate and independent switches are furnished, two of which shall be closed, in either direction of travel to complete the circuit to the control valve solello:ids in the down direction and to complete the circuit to the plump motor for the up di- rection of travel.. .22 - AUTUNIATIC TERMINAL LIMITS: Electric litrlit switches shall be placed in the hatch- way near tie ter•rtrinal l- anclings and be designed to cut off the electric current and stop the car should it run beXond either terminal landing. .23 - AUTUMATIC SELF -LEVELING: The elevator shall be provided with a self -leveling ature t iit will :automatically bring the ca.r• to the .floor landings. This self - leveling shall, within :its zone, be entirely automatic and independent of the operating device and shall correct for overtravel Or ttnder•travel. The car shall also be maintained approxillrately level with the landJ.rlg..rrespect:ive of the load. .24 - BUFFERS: Substantial buffers under Czar' (and Counterweight) shall be furnished —installed anncT in the elevator pit. They shall be mounted on cont;inUOLtS Channels fastened to the elevator guide rail or securely anchored to the pit floor and substantial extensions will be provided, if required. Buffers shall comply with ANSI A-17.1 Code requirements. .25 - CAP. TOP INSPECTION STATION: A car top inspection station with an "emergency stop itc 1 and wit`—h constant pressure "up -clown" direction buttons shall make the normal operating devices inoperative and give the :inspector complete control of the elevator. .26 - DOUR OPERATION: A direct current motor driven heavy duty operator shall be fur- nishe ar1Ct ...stalled, designed to operate the car and. hoistway doors simultaneous- ly. Door movements shall be electrically cushioned at both limits of travel and the door Operating mechanism shall be arranged for manual operation in event of power failure. The leading edge of the car door shall be provided with a retractable reversal edge arranged. to automat ical:ly return 'car and hoistway doors to the open position in event the doors are Obstructed during closing cycle. Doors will tiers resltrne closing cycle. Doors shall automatically Operl as the car arrives at the landing arid.. shall automatically close after an aclj ustable time interval or when tire. car is dispatched to another landing. Direct drive geared operators, A. C. control led units with oil checks, or other deviations from the above are not acceptable. .27 - INTMLOCKS: Each hoistway entrance shall be equipped with an approved type inter- locc-I tested as required by Code. The :interlock shall be designed to prevent operation of the car away from the landing until the doors are locked in the closed position as defined by, Code and shall prevent opening the doors at any landiIlg from the Corridor side U111e55 the car is at :rest at that landing or is in the leveling- zone and stopping ,it that landirhg. interlocks shall bear Under- writers' Laboratories "B" label of approval. .28 - HOIST.VAY- DOOR UNLOCKING DEVICE: Iloistway door unlocking devices as specified by the E I A=1 Co e s1a11T-provided to permit authorized persons to gain access to hoistway when elevator car is away from the lancing. 29 - DOOR Hi\NGERS Il1VD TRACKS: For each hoistway slicking door, furnish and install _ave-'type s f o pa.111t suspension hangers and tracks complete. Sheaves shall be 3-1/4" in ci:irlltleter and have polyurethane tires with ball bearings properly sealed to retain grease. Hangers shall be provided with art adjustable slide to take tit(-, UP -thrust of the doors. Tracks are to be drawn steel shapes, smooth surface and shaped to conform to the hanger sheaves. .30 - HOIST1VAY ENTRANCES: hoistway entrances of the hollow metal, horizontal, sliding 1a type s11 e tf rnislied and installed complete at each of the hoistway openings. Entrances will be mantifa.cturer's standard. design and shall bear Underwriters' Laboratores "B" labels. They shall consist of frames, stills, doors, hangers, hanger supports,hanger- covers, fascia plates, and all necessary hardware. Finish to be solid color enamel as selectee. :EVOnt elevator manufacturer's standard, colors. The entire front wall of the hoistway is Ito be left open or a rough open- ing provided which :is 12" greater in width arid. 6" greater'in height than the finish- ed. opening, until after entrances .are installed.. After guide rails are set and lined, the entrance frames shall be installed in perfect aligimiclit with the guide rails. Finished walls will then be completed by others. .31 - OPURATION: (Selective Collective Automatic Pushbutton Operation Without Atten- an:t Control of the elevator shall be autornat.ic cin Operation by means of pushbuttons in the car ntunbered to correspond to floors served, for registering car stops and by "up -down" pushbuttons at each intennediate landing and "cal - pushbuttons at terminal landings. The momentary pressing of one or more buttons Shall dispatch the car to the designated landings in the order in which the land- ings are reached by the car, irrespective of the sequence in which the buttons are pressed. Erich landing call shall be cancelled when answered.' When the car is traveling in"the up direction, it shall stop at all floors for which car buttons or' "up" hall, buttons have been pressed, it shall riot stop at floors where "down" buttons only have been pressed, unless the stop for that floor has been registered, by a car button, or unless the down call is at the highest floor for which any buttons have been pressed. Likewise, the pressing of an "up" button whorl the car" is traveling in the dowry direction shall not intercept the travel unless the stop for that floor has been registered by a car" button, or unI ss tyre up call is the lowest for which any button has been pressed. - When the car has responded to its highest or. lowest. stop, and stops are register- ed for the opposite direction, its travel shall reverse automatically and it shall then clear the calls register-ed for that direction, Should both up and down calls be registored at an intermediate floor, only the call colr•esporxling to the direction in which the car is traveling shall be cancelled ul)orr the stopping of the car at the landing. Ali adjustable time delay shall be provided so that after the car has stopped in response to a hall b�itton, the entering passenger may register, his c,�rr button before the car will reverse to answer -calls ill the opposite direction. The . car station shall,contain an emergency switch for stopping the car at any point in its travel. C4ieni119 of this switch shall 'rot cancel registered calls, when the switch is closed, the car shall continue to answer calls tha have been registered. Cal- Station shall also contain a key operated toggle switch for the car :light, a fan switch .if a :Farr is used, and a "door, open" button for stopping the closing Motion of the doors and causing them to return automatically to their open posi- tion. The buttons it, the car and hall stations shall be o£ the light -up type which will be illuminated when the button is Pressed indicating that a c4tll has been ro6t-s-- tered For that landing, .32 - CAR POSITION INDICATOR: An electr-ic posi.t.iorr .lrrclicator shall be provided ill a eac r c1--ar - Inclic��tor wi 11 consist of a finished face [elate with ntunerals, be- hind each oC which shall be a small shielded light bulb, so arranged that as the car travels through the hoistway its position shall be indicated by the illtuni- nation of the rrtunera'1. corrosponding to the landing at wflich the car is stopped or passing. .33 - 11ECTRONIC PASSMGER SENSING DEVICE: A solid state electronic detector designed to operate as�_crPrec ie ow s lal l be pr-ovided at the entrance of tire elevator car. In addition, an electro-mechanical reversal edge shall be provided on the landing edge of the car door. After a stop is made, the doors shall remain open for an adjustable time interval, Closing may be initiated instantaneously by registration of a car, call. 'llie doors will remain open as long as the electronic cetector senses the presence of a passenger or object in the door• opening. If door movement 'is obstructed for a predetermined time, the doors will resume normal closing operation. If the electro-mechanical reversal edge contacts a person or object while closing, the doors will iriuiiediately stop and reopen. Closing will be initiates[ one-half second after the passenger or• object ha,s moved from the opening. .34 - HANDICAPPED REQUIR1NENTS: a. Car' station s utll have raised ntunerals and letters. ' h: Special car position :indicator with audible signal. c. Car riding lantern with one (1) audible signal for up and two (2) audible signals for down and doorjamb markings. d.,. kll fixtures located as required by handicapped requirements. C. Ilandraii' s}ral.l... be located as. required by the handicapped regtureznents. 03. INSTALLATION: In accordance with mariufacttrrer`s' spe ;i,£;ication and Subsequent approval of the ai iitect and government officials. 04. RELATED REQUIREMENTS: See General Conditions. .1 - PAINTING: ---Al l�exposed metal work furnished by the 1levator Contractor Undet" tFiese -pecif:ications. shall be properly painted after installation, except as otherwise specified. .2 - PURN11i'S, TAX11"S AND LICENSES: All applicable sales and use taxes, pelmit fees and licenses, as of tie cote ids are taken, shall be paid for.by the Elevator Con- tractor. The Elevator Contractor shall be paid, as an addition to the contract price, any additional taxes, Foes, or other charges exacted :From the Purchaser or the 1;leveator Contractor on ircco taken. unt thereof, by any law enacted after bids are ' ta .3 - STORAGE: A dry arid protected area, conveniently .located to the elevator hoist - way, will be assigned to the Elevator Contractor without cost, for storage of his material arid tools. If storage on the site is rro.t available at tune of delivery, Purchaser' shall provide suitable storage arid asstune all costs incurred. ..4 - TEMPORARY SERVICE: Should the serviceof arry elevator be required before comple- tlori anclvinal acceptance, perniiss ion ill writ:inl; must first be obtained from ` the Architect. In addition, the User agrees to,sign the Elevator Contractor's temporary acceptance :forin and be bOtrrid by the terms arid conditions thereof. .5 - NJAINTENANCE SERVICE: The Elevator Contractor sha1:1 furnish maintenance and call alp ck service on each elevator after it is completed 'Ind placed :in operation for a period of twelve (12) months, 'Phis service shall consist of periodic examina- tions of the equipment, adjustments, lubrication, cleaning, supplies and parts to keep the equipment ill proper operation, except such adjustments, parts or repairs made necessary by abuse, m:i'suse or any other causes beyond the control of the Elevator Contractor. All work will be clone by trained employees of the Elevator Contractor during regular working hours of the trade. .6 - WAl:RAN`['Y: 1'lre Elevator, Contractor shall warrant the equipment :installed by him tinsel t rese, specifications against defects it, materials .and workiiianshi.p and will correct any defects not clue to ordinary wear or tear or improper use or care which may develop within one year from the elate each elevator is completed arid placed in operation. This warranty is riot :intended to Si_pplant normal maintenance service and shall riot be construed to mean that the Elevator. Contractor will provide free set -vice for periodic examination, 1ul)rn icatio, or adjustment clue to normal use, beyond that included in the specifications; nor will t}re Elevator Contractor correct, without charge, }breakage, maladjustments, or other trouble arising fromabuse, misuse, improper or unbalanced power supply characteristics, improper or inadequate rnrrintena ice, or any other causes beyond his control. If there is more than one unit ill this specifications, this section shall apply separately to each Unit as completed and placed in operation. (9. DIVISION 15 - A PLU4BING O1. SCOPE: The Pltunbing Contractor's work will include the furnishing of all materials, labor, equipment, and supervision necessary to the complete furnishing and instal- lation of all plumbing work shown on the drawings, hereinafter specified and all labor and material properly or customarily a part of such work Curless and except as otherwisespecified. In general, all labor and materials necessary for the installation of a plumbing system as designed consist of the following: sewage system, cold water piping, hot water piping, gas piping and plumbing fixtures as indicated on plans. This Contractor shall make all connections to his equipment, also all other connections of his work to the work of other contractors and do all excavating and backfilling for his work. The installation shall be in accordance with the latest rules and regulations of the State, County arid Local code requirements. I. Plumbing Plans: The plumbing plans are diagrwimatic and show the relation of pz g an connections and must not be scaled for exact outlet location. The Contractor shall refer to the plans and details for all fixture locations and shall fit his work accurately to the building. This Contractor shall be re- quired to move any pipes, etc., that interfere with details at his own expense. 2. Deviations: No.deviations from the plans and specifications shall be made zwt hoot tic full knowledge and consent of the Architect as enumerated in the general conditions. 3. Cooperation: 'Ibis Contractor shall schedule his work and in every way possible ra coopete with all other contractors on the job to avoid delays, interferences _ and unnecessary work. This Contractor shall do all .cutting and excavating necessary for the installation of his work, but he shall not cut the work of any other contractor without first securing approval. fie shall repair any work damaged by his employees, employi"rlg the services of the contractor whose work is damaged. 4. T,Materials and Workmanshi : The plumbing contractor shall submit to the Owner for approval a complete ist of all fixtures he proposes to use in his work, giving the name of the manufacturer and catalog number. This Contractor Shall not cover any of this work until all work has been inspected and approved by the authorities having jurisdiction and has been approved. S. Excavation and Backfill: Trenches for underground pipes shall be excavated to the required depth an ell holes provided as necessary to insure uniform bearing. Excavation below required depth shall be refilled with sand or gravel firmly compacted. Where rock is encountered,." it shall be excavated to a depth of 3" below the lowermost part of the pipe and.the space shall be refilled with sand or gravel as just specified. After pipe lines have been tested,: inspected and approved by the authorities having jurisdiction, the trenches shall be back - filled with approved material. 02. MATERIALS AND INSTALLATION: Shall be in compliance with plans and specifications and— actor ante wzti local codes, (P,V.C, maybe Substituted if Codes allow.) 1.. Cast Iron Pike: All sewer, soil, waste and vent lines of 2" and larger within t e uil ing shall be service weight cast iron soil pipe and fittings. All drain and waste lines under the building, arid under concrete or other paced areas shall be extra -heavyweight cast iron pipe and fittings. All pipe shall. be labeled with the manufacturer's name and weight on each length of pipe and each fitting and shall comply with C.I. Soil Pipe Institute. 2. Vitrified Clay Pipe: All drain and waste lines outside the building and not covere above s all be vitrified clay tile pipe and fittings. 3. Sanitary Draina e S stem: This Contractor shall furnish and instaF all soil, waste, vent and rainage lines serving the building and connect to sanitary system as shown on plans, 4. Wrou ht Iron Pipe: All waste 1-1/2" and smaller shall be galvanized iron pipe except w ere indicated. 5. Grades: Where no grades are indicated on the plans, sewer pipe shall be laid on a slope of not less than 1/8" per foot, unless otherwise indicated. 6. Joints: All joints in cast iron soil pipe shall be made of oakum and molten ea , thoroughly caulked and made gas and water tight. All joints in threaded Pipe shall be made with red lead, but caution. must be used so that only a, thin coat of lead is put on the male thread only. The ends of all pipe shall be reamed free from burrs and threads shall be cleancut and tapered. 7. Cleanouts: This Contractor shall provide cleanouts of same size as line served at t e as e of soil and waste stacks and at intervals and elsewhere as required by the local pluunbing code. All cleanouts shall have cast brass or bronze Plugs. Ferrules shall be extended to and brought flush with surfaces` through which it extends, and plugsshall have countersunk nuts. Cleanout plugs shall be located and installed so that they will be readily accessible and removable. The exact locations shall be determined and submitted for approval. 8. Flashing: Each vent line projecting through the roof shall be covered with metal roof jack. 9. Floor Drains: Floor drains shall be furnished and installed where shown on tFielans. p. 10. Fixture Connections: All fixtures having floor outlets shall be connected to. cast iron wit cast iron closet flange properly caulked. 11. Water Service: This Contractor shall extend building water line to the urnzs e water service. 12. Domestic Hot and Cold Water: From the water connection, the Contractor shall rnish and install ism uting mains with branches and risers. All branches and risers shall be equipped with shut-off valves. The Contractor shall pro- vide and install all interior cold and hot water piping and shall make con- nections to hot water heater, and all plumbing fixtures, sill cocks and other points requiring cold water and hot water service Cinder this and other divisions of the specifications. Provide cut-off valve where water service enters building and as shown on plans. All water mains sha11 pitch toward the drain valves and shall be arranged so that the entire system can be drained through accessible valves at low points. Sizes for water piping shall be as indicated on plans. 13. Air Cushions: The top ends of all hot and cold water risers shall be provided with s occF absorbers by Wade, Zurn, or Josarn sized according to P.D.I. Standard #WH-201. 14. Pipe and Fittings: All hot and cold water mains within the building shall be type 'L rr copper pipe. Nipples shall be of the same material and composition as the pipe. All fittings shall be cast brass design for solder sweat connecting. I1nons 2" and smaller shall be copper ground joint 125 lb, working Unions 2-1/2" and larger shall be type 'B" zinc coated and shall be flange Pattern for 125 lb. working pressure. Use dialectric fittings when connecting copper to iron pipe. Screw type fittings are to be used where required by local code. All pipe shall be properly reamed and cleaned before sweating or connecting to mains. All joints shall be made with 50-50 solder. All copper pipe tinder slabs are to be continuous (with no joints) and covered with sand. Projections through concrete are to be wrapped. All piping during construction shall. have ends capped or plugged to prevent building materials from getting into 'the water system. Water service from meter to main cutoff valve inside building to be genuine galvanized wrought iron. 1S. Pipe Hangers and S )orts: All piping shall be supported front the building structure y means o approved hangers and supports. Piping shall be properly graded and pitched as hereinafter described, and shall be so arranged to provide for expansion and contraction. Insulated piping shall be supported exterior- to covering. All hangers shad be secured to approved inserts or expansion slfields. Inserts shall be set in place before concrete is poured: Vertical lines shall be adequately supported at their base by a suitable hanger placed in the horizontal line near the riser or by a base fitting set on a pedestal. 16. Thermal Expansion Of Pipe: Swing joints, turns, or expansion loops shall be Provided where necessary to provide for expansion of pipe. Broken pipe or fittings due to stiff connections, must be removed and replaced at the contractor's expense. 17. Pipe Sleeves: Sleeves shall be set in new concrete construction before pouring. intractor shall be responsible for the location and setting of the sleeves. All sleeves installed in a`vertiQal position shall be constructed of No. 22 gauge galvanized iron, and all sleeves set in a horizontal position shall be standard weight steel pipe. Sleeves in exterior building walls below grade shall be installed with approved caulking between sleeves and piping to make waterproof joint. All sleeves shall be of size to allow insulation to be continuous through sleeves. 18. Valves: Furnish and install all valves shown on drawings or as necessary for proper control of the equipment. All valves 3/4" "anti smaller shall be globe valves and all other valves shall be gate valves:, unless otherwise'specified. All valves 2" and smaller shall be brass. All valves 2-1/2" and larger shall be iron body, brass trim. All valves shall be suitable for 125 lb. working pressure, and all globe valves shall have replaceable elastic disc of the ' composition best suited for the service intended, and all check valves shall have swing checks. 02. MATERIALS AND INSTALLATION: (continued) 19. Valve Locations: 1 shut-off and control valves shall be.located for easy. access and operation. Where valves must necessarily be located iii enclosed spaces they shall be provided with access doors_ of sufficient size for operation. 20. Sill Cocks: Frost proof sill cocks shall be provided and installed'where' shown on plans. Contractor is -cautioned to order proper length to fit thickness of wall. 21. Fixtures: This Contractor shall furnish, install and connect all plumbing -fixtures as shown on drawings.. Baptistry tank to be furnished and set by others. Heater to be furnished and installed by this Contractor including all piping for baptistry. 22. Insulation: All water piping within building shall be wrapped with 1/2" thick H erglass with vapor barrier. All -insulation and insulation materials shall be fire -resistive with a flame -spread less than 25 and a smoke rating less than 50. DIVISION 15 - B HEATING AND AIR CONDITIONING 01. Q1JU T SPECIFICATIONS: All air con itioning and heating equipment is to be Trane, Lennox, Carrier or approved equal, in accordance, with the specifications' on the mechanical plan of the construction drawings. BTUH heating and cooling capacities and CFM capacity of blower for alternate equipment shall be within " 2% of equipment specified unless approval is obtained from the Owner. Alternate equipment must be submitted for prior approval. 02. WARRANTY: _TFe air conditioning and heating contractor shall be responsible for t e eating and cooling system both in installation and proper operation. The A/C contractor shall issue a'warranty covering all workmanship and materials for one (1) year from Owner's final acceptance of the building. Refrigeration com- pressors shall be warranted for an additional four (4) years. 1. Electric heatingelements where specified shall be furnished with fused dis- connects, manual and auto, reset and contactors. Trane, Carrier, Indeeco, 03. or equal. MTERIAL AND INSTALLATION: In compliance with plans and specifications and in accordance with oca co es. , Duct Sys�teemm �f'1 supply and return ducts are to be fabricated to size and installed as shown on mechanical plan of the construction drawings. Duct material minimum 26 gauge galvanized steel for 12" and under,up to 30" - 24 gauge, up to 60" - 22 gauge, up to 90" - 20 gauge,and over 90" - 18 gauge. 2. 'All steel supply ducts are to be insulated with iiuni.mum 1" 'thick, vapor `barrier faced, fiberglass outside or 1/2" fiberglass inside lining. All -ductwork .sizes must be increased by 1" if inside liner is used. Liner material must be submitted for prior approval. 3. All plenums and the first 6 feet of trunk supply ducts are to be, lined with a 1/2" thick'fiberglass duct liner. 4. Flexible connections are to be used between all plenums and the duct system. Connection to be equal to "Ventglas'.' "Neoprene" coated glass fabric, 4" -width metal edged. Install with 1" slack in spacing. S. All exterior metal duct joints are to be pocket lock construction. Interior ducts may use drive slip joints. 6. Air flow vanes (double thickness type) and extractors are to be -installed, in ducts, where shown on drawings. 7. Fresh air intakes are to be installed as shown and in accordance with all applicable national, state and local codes, 8. All sheet metal work shall be constructed and installect.in accordance with "SMACW' duct manual, Section 1, Registers, Grilles and Diffusers: 1. Sidewall registers are to be Barber -Colman, Carnes, Tuttle -Bailey or approved equal. sized as shown on the mechanical plan. 2. Ceiling registers are to be Barber -Colman, Carnes, "Tuttle -Bailey or approved equal. 3. Return air grilles are to be Barber -Colman, Carnes, Tuttle -Bailey or approved equal. 4. Combustion air and fresh air louvers are to be Carnes or approved equal. 5. Ceiling registers are to be provided with adjustable dampers and damper boxes. 6. Return air from rooms shall be as shown on mechanical plan meeting state and local codes. Location of Equipment: 1.-All Blrnaces -and other air handling 'equipment shall be located 'n equipment spaces as shown on mechanical plan. Approval for, change must be secured prior to installation. J 2. All condensing units and other outdoor units located at grade are to be placed on concrete slabs by others. 3. All condensing units and other outdoor units located. on flat roofs tq be,,, placed as 'shoran on drawings, any cleViations must be approved by Architect. Wiring. lie low voltage control wiring shall be provided by the air conditioning contractor. 2. The line voltage wiring and discoiuzects shall be provided by the electrical contractor. Electrical contractor'shall furnish. all wire and other materials in sufficient quantity to run electric power from disconnect to equipment. The mechanical contractor shall make actual connection to his equipment. The Electrical Contractor shall, at the request.of the Mechanical Contractor, be available during hook-up and start-up.of said equipment. Din�er_s_: Where state or local code requires dampers, Fire or smoke dampers shall ed� -located in•return air system as near furnace as possible. All ducts that penetrate fire walls shall have Class A Fire dampers. All dampers shal:l.'be connected to smoke detectors and a rate of rise-fuseable.disconnect. 04. RELATED REQUIIT-IENI'S: i Testing and Balancing: Upon completion of installation, system shall be adjusted and testa in normal operation for period of not less than seven (7) days and shown to be in satisfactory operating condition, complying with.irztent of plans and specifications, and tested and balanced to within 5% of air -quantities shown on drawings. Heating and Air Conditioning contractor shall provide.labor, instruments, and other facilities required'for tests and adjustments. Tests shall be in presence ofeither Architect, Owner, or designated representative of either. Contractor balances flows to obtain quantities shown in schedules and on drawings and instructs Owner's operator as to proper operation of system. After review and observation of Contractor's submitted flow balancing report, if, in Architect's opinion, it is believed reports are not satisfactory, and it appears Contractor is unable to perform balancing, Architect shall take responsibility of properV balancing -system charging Heating and Air Conditioning contractor $150.00 per eight (8) hour day per man, plus expenses -and equipment required. Any part. of a day shall constitute "one day". DIVISION 16 ELECTRICAL GENERAL CONDITIONS: e Instructions to Bidders, General Conditions, and Supplemental General Conditions shall be and are hereby made part of this Division, amd the Contractor shall and hereby agrees that he will read carefully all paragraphs as mentioned and be bound by their. condition. 01. SCOPE: 17-The Electrical Contractor shall furnish all labor, materials, tools, ladders, scaffolding, and'eauipment required to install the complete electrical wiring system and related work as indicated on the drawings and specified hereinafter. 2. Everything necessary for a complete and satisfactory installation shall be furnished and installed by this Contractor whether or not specifically shown or specified. This is not intended to cover major pieces of equipment, but it is intended to include all miscellaneous parts, devices, accessories, controls and appurtenances which are required for first-class installation.complete in every respect. 3. The Contractor shall visit the site and inform himself of the conditions that this work must be performed under. No subsequent allowance �va.l.l- be made in his behalf because of error on his part of failure to visit the site, 4. Installation shall include but not be limited to the following: a. Conduit and wiring system for lighting. b. Conduit and wiring system for powerand controls, c. Fixtures, lamps, and hanging of .fixttures,.. d. New service entrance. F e. I*ty conduit.system for future public address and intercom system. r f. Master label lightning protection system. g. Empty conduit system for telephones. h. Permits i. Shop drawings and wiring diagram's -as required. j . Guarantee and Warranty. i f t 02. WIRING PLANS: lectr al layouts indicated on drawings are diagrarnmatical only; the exact location of all outlets shall be governed by the architectural drawings. The i y Architect reserves the right to make any reasonable changes (approximately 6' in the location of outlets -of fixtures, switches, receptacles, or equipment prior to the roughing -in of such without additional cost to the'Own.er.) 2. The Contractor shall refer to the Architectural, Mechanical, and Structural drawings and specifications to thoroughly familiarize himself with the work which must be coordinated and adjust his work accordingly. 03. OMISSIONS: 1_. e crawings and specifications shall both be considered as part of the contract. Any work or materials shown on one and omitted in -the other, or described in one and not shown on the other, or where may be fairly implied by both or either, shall be furnished and performed as though shown in both in order to give a complete and satisfactory job. 04. DEVIATIONS: 1. No deviations from the plans and specifications shall be made without the full knowledge and consent of the Architect or Engineer. 2. Should the Contractor find at any time during the progress of the work that in his judgment existing conditions make desirable a modification of the require- ments of any particular item, he shall report such items promptly to the. Architect for his decision and instructions. 05. PLANS FOR '11JE ARCHITECT: 1. is Contractor shall keep at the site one set of plans for the express purpose of daily recording any change in the running of conduit or relocation or re - circuiting of any outlet, device, or equipment. It shall be the duty of one of his employees to correct in red or yellow pencil every change at the time it is made; and as soon as the work on the floor is completed, the corrected print shall be `Curved over to the Architect, as "As -Built Drawings." 06. SHOP DRAWINGS: 1.- Shop Urawings will be furnished for the switchboard, lighting panelboards, the fire. alarm system equipment, motor generator set, lighting fixtures, and where called for or when requested by the Architect or Engineer for approval. When called for six (6) copies shall be submitted in time enough to allow four weeks from date of receipt in Architect's office before final approval is required to meet the construction schedule. 'Ilie submittals to the Architect shall bear the Contractor's st of a )roval evac encan that e ias exam rie an c ec e same and hat the information contained is in actor ante wit the contract requirements, an an eviataons shall. e clearly marked. 07. 09. 13. F 14. 16. 2. e approva oT sop drawings shall not be construed as pe-matting departure from the contractual requirements. KIND AND QUALITY OF MATERIALS' 1. A-11 material-s -used i.n carrying out these specifications shall be new and shall bear the U. L. label when such labels are available. All materials shall be the highest class throughout. The plans and/or specifications indicate the name, type or catalog number of materials and equipment to be used as "Standards''.' 2. 'All proposals shall be based on "Standards" specified. 3. Special attention is called to the fact that within 10 days after the electrical contract has been awarded, the Contractor -shall submit to the Architect for approval A COMPLETE LIST OF ALL MATERIALS, FIXTURES, AND EQUIPMENT that he _ proposes to use in his work, giving the names of manufacturers, trade names, and the catgJog number. In the event that within the time.stated above the Contractor fails to submit the above list, the Architect reserves the right to' select a full line pf materials, fixtures, and equipment, which selection shall be binding upon the Contractor for these materials, fixtures, or equipment as the case may be and shall be used in his work. This list shall be submitted and approved before any material is installed. WORKIvIAI'1S{-TI P die work shall be done at all times under the supervision of a competent mechanic specifically qualified in electrical installations and shall be of the highest class throughout. CUTTING AND EXCAVATION: 1. nso ar as it is possible to determine in advance, the Electrical Contractor shall consult with the Nitsonry Contractor and others as to leaving the proper chases and openings for his work, and he shall place all of his outlets, anchors, sleeves, and supports prior to the pouring of concrete.or masonry work in order to eliminate any cutting.and will be responsible for the proper size and location of same. 2. All cutting, and patching of concrete block, plaster, brick, or other materials shall be performed by this Contractor under the supervision of the General Con- tractor, but no cutting shall be done which will by any means mar the looks of the building or dffect the same structurally without first consulting the Architect and receiving his consent. Any routine damage caused by cutting or in any other way caused by. the Electrical Contractor in the performance of his contract sha•11 be.repaired or replaced under the separate heaping for the type of material -included in a manner satisfactory to the Architect. Any unnecessary damage caused by the Electrical Contractor due to reception of this work, brought about through carelessness or lack coordination, shall be corrected under the_ separate heading for the type of materials involved but paid for by the Elec- trical Subcontractor. 3. No structural members shall be cut without first consulting the' Architect. 4. Any excavation and backfilling necessary for the performance of the electrical work shall be done by this Contractor. Excavation shall be unclassified, and no extra will be paid this.Contractor in the event that rock is encountered. STANDARDS: 1. Insofar as they apply, the latest rules and regulation of the National Board of Fire Underwriters, 1978 edition NEC, and any local and/or state electrical codes having precedence shall be strictly adhered to. GROUNDING:' 1. Me entire system of conduit and equipment! shall be grounded in accordance with the National Electrical Code, Article No. 250, latest,edition. TE STS : 17(Un completion of the work, the installation shall be entirely free from grounds, short circuits, and open circuits. A thorough operational test shall be made in the presence of the Architect or his representative. This Contractor shall balance all circuits so that the feeders to the panels -shall not be more than 100 out of balance between phases with all of the available load energized and operating. This Contractor shall furnish all labor, materials, and instrwiients for the.above tests. INSPEC`FIN_, FEES AND PERMITS: 1. T1-ie electrical contractor shall obtain and pay for all necessary permits and inspection fees in connection with his phase of the work. GUARANTEE: I. The right is reserved by the Architect to accept or reject any part of the installation which does not successfully meet the requirements as aset out in these specifications. 2. The Electrical Contractor shaki furnish a written warranty countersigned and guaranteed by the Owner's Contractor stating that all work installed under this Division shall be free from defects in worlananship and materials for a period of one year from the date of :final inspection. The above parties further guarantee that they will repair any defective material or worlunanship occurring within the term of the guarantee. TEMPORARY LIGHTING: I. e Electrical Contractor shall furnish and install eight (8) pigtail sockets with 150 watt lamps, evenly distributed throughout the building. 2. The Electrical Contractor shall furnish and install four (4) power outlets which shall be 15-amp, 1-phase, duplex receptacles for either 110 or 220 volts as directed by the Owner's Contractor. 3. Any light or power outlets required over the maximum quantity noted above shall be paid for the Contractor or Subcontractor requiring the same. 4. The service and panelboard required for the above light and power outlets shall be furnished and installed by this Contractor, but the power consumption shall be paid for by the Owner's Contractor who shall also indicate prior to instal- lation whether 3-phase or 1-phase service is desired. 5. Any 3-phase outlets required shall be paid for by the Contractor o7. Subcontractor requiring same. CONDUIT INSTALLATION: 1. Conduit shall e continuous from outlet to outlet and from outlet to panel or pull box. All conduits shall be concealed i.n the, building construction except as noted. Rigid conduit shall be secured to all boxes with bushings and double locknuts so that the system shall be electrically continuous from service to all outlets. All conduits shall be 1/2" minimum inside diameter. All conduit joints shall be hacksaw cut square, reamed smooth, and threads shall be fmil length so that conduit ends will butt in the couplings,. All threaded conduits installed underground or in poured concrete slabs shall be red -leaded with lead applied to the male threads only. A11,conduits installed underground or in you-Ked concrete slabs shall be painted with asphalt varnish paint, -or approved equal. PVC conduit may be used below ground or in concrete slab in lieu of 4.bove;. t, << d dd d If approved. by ,local. authority aad with separate green gror,m ware a e . 16 . CONDUIT INSTALLAT ION : (continued) 2. n ro -rein orced concrete slabs, conduit shall.be blocked up from the forms and securely fastened in place. All conduits in slabs shall have a minl.mum of 1-1/2" concrete coverage above the conduit. 3. All conduit lines shall be securely corked and all outlet.boxes stuffed to prevent excessive water and other materials from entering during construction. 4. Bushings from 2" size down shall be equal to T t; B plastic. Sizes 2-1/2" and up shall be equal to OZ Type B•, Efcor Series No, 55, metal ring and insulator as an integral part of the bushing. 5. Where conduits are installed in poured concrete slabs and cross on expansion joint, an expansion fitting similar to OZ Type AX with a bonding jumper Type AJ, shall be installed. 6. the Electrical Contractor shall furnish all necessary straps, hangers, racks, and inserts to properly support all feeders and exposed conduits. No run of conduit shall exceed 100' without the use of a pull box. 7. Where conduits are run exposed, they shall run parallel and at right angles to the building lines and shall be grouped in banks where possible; this applies to vertical and horizontal runs alike. 8. All conduits shall be installed in a manner indicative o£ good workmanship, and bonds shall be made using tools specifically designed for this purpose to prevent kinks or flattens - out areas. All radius bends shall be at least six (6) times the external diameter of the conduit being bent; no method of heat shall be applied to conduits to bend them. 9. All conduits left empty for future use shall be left with a 10 gauge copper weld. wire pulled iri them and capped or corked at both ends. 10. All conduits installed over roof deck shall be run in routed -out notch, performed by General Contractor, roof treatment shall be applied after conduit and boxes are in place. Outlet boxes shall be installed in holes sawn through deck with circular hole'saw. Ceiling boxes shall be deep enough to allow.conduits to enter side k.o' and lay flat in notch. Stuff jute around boxes after instal- lation tp prevent roof treatment from running through to underside of roof deck. 11. Conduit shall be Pittsburgh, National, Republic, General Electric, White or equal. 12. Electric metallic tubing may be used where allowed by local governing authorities. EMT shall not be.used where subject to mechanical injury (exposed on wall less than 6' up), and in no case shall it be embedded in concrete slabs or underground. Where tubing is connected to an outlet box or panel, it shall be terminated in i an approved type connector, It shall be coupled together with an approved type coupling. 17. HANGERS AND SUPPORTS Provide all inserts, hangers, and supports as shown or required for all work. Feeders and other exposed conduits shall be rigidly supported at intervals not over 9' apart by means of clamps to building. Where necessary to support apart 'from the structure, use drop rod and ring hangers or racks. The use of chains, perforated iron, or bailing wire will not be permitted for supporting conduit runs. 2. Conduits shall be suitably supported at intervals not to exceed those as follows: a. 1/ 2" and 3/ 4" - 5 b. l" and 1-1/4" - 71 c. 1-1/2" and larger - 9' 3. The Electrical Contractor shall furnish,all suitable iron or steel .supports necessary to support or brace panel cabinets, switches, fixtures,,power panels, etc. 18. JUNCTION AND PULL BOXES: 1. Boxes s e installed in conduit lines wherever -necessary to avoid too long runs or too many bends. No run shall exceed 100' without a pull box. 2. Boxes shall be galvan.ized.or sheradized sheet metal of code thickness with lapped and welded joints and with 3/4" inside flange. 3. Boxes shall be rigidly supported on the ceiling or wall or on angle iron supports bolted to the surface. 4. Covers shall be one piece of code thickness steel fastened to the box by means of screws in tapped holes in the flange. S. Boxes shall be accessible and sized in accordance with provisions of the 1975 National. Electric Code, and in all cases they shall be of ample size to allow for convenient working and easy bending of the cables. 6. No pull or junction box shall be installed for joint use of 110 volt and signal or low -voltage controls unless the wires are all insulated for the highest voltage being used in the same pull box. 7. Boxes shall be NEMA Type 3R, raintight where exposed to the weather, equal to Keystone Type KRC, Boxx or Hoffman. 19. OUTLET BOXES: 1In ge_n6ial, each fixture, switch, receptacle, and other outlets, etc., shown on drawing shall 'be 'pro"vided with a galvanized or sheradized outlet box of ap- propriate size and depth for its particular location said use. 2. Ceiling outlet boxes shall be 4" octagon, 1-1/2" deep, equal to'Steel City No. 54151.. Use deeper boxes where required and concrete rings and plates of depth required in roof deck. All ceiling outlet boxes shall have a fixture stud of the no -bolt, self-locking type installed if required.to hang the fixture specified at that outlet, 3. Receptacle and switch boxes in plastered walls shall be 4" square. 1-1/2" deep, .using plaster rings of the depth necessary for the wall finish being used. Sectional switch boxes shall not be allowed, 4. Receptacle and switch boxes installed in concrete block walls not plastered shall be provided with Paco Series No. 690 through No. 699 masonry boxes of the proper depth and gauge required and specifically designed for this purpose; or if more than two conduits enter the box from one direction, 4" square boxes with square cut device covers not less than l deep, specifically designed for this purpose, shall be use and edge plaster rings will not be acceptable for block walls. 5. Where conduits are run exposed, galvanized malleable fittings with proper type covers and hubs threaded for screw connections shall be used at each outlet and at each change in direction of n.al. Pressed steel boxes will not be permitted on exposed work. Use FS conduits for all exposed switches, etc. 6. Boxes and fittings shall be Appleton, Steel.City, Raco, Efcor, Crouse -Hinds, or equal, 20. WIRE AND CABLE: 1. All conductors used in this project shall be soft annealed 98% conductivity copper, for No. 8 and smEp er. The use of aluminum wire is l:bnited to larger sizes only with compression fittings. All sizes shown on plans are copper only. 2. Wire for main `feeders, panelboard feeders power wiring, and branch circuits shall be type 'THW, 600 volt. insulation. 3. Control wiring shall be as recommended by the equipment manufacturer. 4. The outer covering of one of the conductors shall be white or painted white at all terminal ends indicating the neutral wire. S. All wiring shall be marked and color coded in strict accordance iAth Article No. 210, NEC, 1975 edition. 6. Wire and cable shall be Cerro, Paranite, Anaconda or approved equal. 21. WIRING DEVICES AND PLATES: 1. T e Electrical Contractor shall furnish and install wiring devices as shown on the drawings. The following is a partial listing but is not to be considered as a complete listing. Other miscellaneous shall be as shown on the drawings. a. Wall switches shall be Hubbell No. 1221-I,.1222-L, 1223-I, or 1224-1, or -an approved equal. b. Duplex receptacles shall be Hubbell No, 5252-I or approved equal. c. Duplex weather-proof receptacles shall be Hubbell No. 5214 or approved equal. d. Special receptacles shall be as called for on drawings. 2. Plates shall be furnished and Anstalled for all devices. Plates shall be stainless steel of type and number of gangs required. Plates shall be Bryant, Hubbell, or approved equal.. 22. LIGHTING FIXTURES: 1. Lig tang ixtures of the types shown on the drawings Linder fixture schedule shall be furnishedand installed on all lighting outlets as shown on drawings, including all necessary miscellaneous hangers. 2. All fixtures shall be lapped completely with lamps of wattages as,shown and , recommended by the manufacturer. All joints in fixture wiring shall be made using wire nuts, preinsu'lated or uninsulated Scotch locks, Ideal No. 30-410 crimps and No. 30-415 wrap caps, or other approved mechanical means of connection. 3. All incandescent lamps shall be rated at 130 volts, inside frosted,.unless specifically called for otherwise by the mane a�rer or listed otherwise in the fixture schedule. 4. All fluorescent lamps shall be standard cool, white unless otherwise noted and shall be as manufactured by General Electric, Sylvania, or Westinghouse... 5. All fluorescent ballasts shall be high -power factor and bear the ETL and CBM labels for Class "P" protection and shall be rated for 110/125 volts operation. Super -premium shall be stuidard. i 1 22: LIGHTING FIXTURES: (continued) 1 6. Prior to purchasing the fixtures, the Contractor shall submit six fixture brochures of the complete list of fixtures he proposes to use. .'Should this Contractor propose to submit fixtures other than those specified, fie shall include cuts of both the specified fixture and the proposed "equal'`.fi.xture in the fixture brochures. If requested by the Architect, this Contractor shall submit a sample fixture, which fixture shall be returned after inspection by the Architect. The Architect reserves the right to accept any fixture as an approved equal. 23. LIGHTING PANF.LBOARDS: 1. Parielboards s a.1 be of the circuit breaker, dead -front safety type equal to Square D type NQOB as indicated on plans wider panelboard schedule, shall bear the approved'device label of the U. L. and shall meet all -applicable require- ments of -the National Manufacturers Association. The parielboards shall be first line or quality product of one of the following manufacturers, or equal: Square D. Company, General Electric Company, Westinghouse Electric Company. 2. The number of branch circuits, their rating, number of poles, arrangements., I etc., are indicated on the drawings, f 3. All panelboards shall have lugs (both the main lug ad branch circuit lugs) suit- able and U. L. approved for both alLaninLun and copper conductors. Such panel - boards shall have their breakers labeled and approved by the U. L. 4. Lugs or connectors shall be provided in the mains and on the load side of each branch circuit. Neutral bars shall be provided as required. 5. Bus bars shall be of the sequence -phased type arranged for 120-208 volt, 3-phase, 4-wise mains as shown on panel schedule. All circuits shown as common neutral shall be installed in accordance with the National Electric Code, Article Nos. 100 210-4, 210-5, 220-4d, and 310-11, note 11. All circuits in a panel shall be balanced•to achieve not greater than 10o unbalance neutral' current in the pant feeder. Panel numbering shall be in vertical arrangement to facilitate the above. 6. Multiple breakers shall have corrunon trip., Trip indication shall be as indicated by breaker handle moving to a position other than ON oi- OFF. Doors on panels shall be equipped.with chrome -plated lock and a catch with two keys supplied for each lock. Panelboards shall be flush -or surface -mounted as required. 7. Six handle lock -on devices shall be furnished for each panel, for installation by this Contractor on circuits as directed by the Owner, to prevent unauthorized personnel from turning off circuits to controls, unit heaters, clocks, night lights, etc. Any spare lock•-ons remaining shallbe turned over to the Owner for his use. 8. 'Type directory cards shall, be provided under plastic on the doors. Contractor shall submit detailed drawings for approval showing size of cabinets, triers, detail for bussing, locks, method of numbering, voltage, phase, etc,, and shall obtain approval from the Architect before manufacture is commenced. 24. SAFETY SWITCHES: 1. Saf6ty swatches shall be heavy-duty, horsepower -rated, quick -make, quick -break with arc shields, enclosed construction, fusible or nonfusible'as indicated for switches 200 amps and larger. Switches 100 amps and smaller shall be normal - duty, quick -make, quick -break. Light -duty switches will not be acceptable. Switches shall be provided with number of poles grid dual element type fuses as required and rated for 250 volt AC service, Enclosures shall be NEMA l for interior and NEMA 3R for exterior. Use dual -element type fuses (fusetrons) in any safety switch serving a motor circuit. Use no -fuse disconnects at remote motor 'locations as indicated on the drawings. 25. MAIN DISTRIBUTION PANELBOARD: 1. e main astra)utaon panelboard shall be of the circuit breaker, dead -front safety type equal to Square D'type I -line as indicated on the panelboard schedule, shall meet all applicable requirements of the National Manufacturing Association and shall bear the approved device label of U. L. 2. Bus bars shall be df the sequenced -phased type arranged for 120-208 volt, 3-phase, 4-wire with main and branch circuit breakers as scheduled on the drawings. All circuits on the distribution panel shall be balanced to achieve not greater than 10o imbalance between phases. 3. Provide directory as specified in 23.8. 26. CONNECTION OF MECHANICAL E UIPNTEVI': 1. 1 con uat an wiring ail e ectrical connections to push buttons, timers, motors, safety switches, starters, relays, electrical interlock circuits, and valves shall be wired and connected complete and ready for operation. All starters and controls shall be installed by this Contractor but furnished by others. This Contractor ,y;,c.a,utitoned to riote''carefully"zhe. other sections of the specifications describing the electrical equipment to be furnished in order to :fully understand the wiring requirements for same. 2. This Contractor shall connect all heating and air conditioning equipment and have this equipment complete and ready for. operation. This Contractor shall be respon- sible for checking the e ui ment manufacturer to obtain the exact ocat Wi o a outlets or eeteore istltoq, The mechanical plans' shalI govern the location oF equipment and slFa=vary :in accordance-- with equipment being furnished. The Electrical drawings showing mechanical requirements are diagram- matic only and indicate only the size, type, number of control items, and ap- proximate locations of same. 3. A short section of flexible conduit shall be used at each motor, or equipment connection, American Brass "Sealtite" with approved fittings or approved. equal. 4. The electrical control components, except those items requiring piping or tubing connections, shall be furnished to the Electrical Contractor by the Mechanical ' Contractor. The Electrical Contractor shall moult the item where directed by the Mechanical Contractor. The Electrical Contractor shall wire and connect Lip the controls complete and in working; order in accordance with approved wiring diagrams. The Electrical. Contractor shall install all line voltage interlock and control wiring as indicated on the drawings using No. 14 wire. S. Low -voltage (below 50 volts) control wiring shall be done by this Contractor as ' shown on drawings and as -'%specified under other sections using 600 volt No. 16 type TFF wire. Thermostat wire shall be furnished by the Mechanical Contractor and installed by the Electrical Contractor. 27. IDENTIFICATION OF EQUIPMENT: 1. T as Contractor s a 1 properly identify the usage of all starters, relays, safety, ' switches, and lighting panels with' approximate 1/2" stenciled letters or permanent type Dyrio plastic labeler tape on the face of Each. Starters, etc., corurected by this Contractor shall be identified by hire whether furnished by him or others. 28. SF.RVIC.E; e service available is 120/208 volt, 3-phase, 4-wire. k 29. TELEPHONE CONDUITS: r'oaa empty conduit system for telephone outlets as shown on the drawings. Minimum size of conduits shall be 3/4". Conduit shall be rigid galvanize. 2. Coordinate with local telephone company to provide telephone service entrance where required. 30. MASTER LABEL LIGHTNING PROTECTION SYSTFAI: (Alternate) 1. rovi e or thethei Turnishing and installation of a master label lightning Protection system. . 2. Manufacturer shall have been in the busines-s for a minimum period of five (5) years and acceptable by the U. L. as an authority in the field, 31. FIRE ALARM SYSTEM: (Alternate) E T milt^ for approval al approved Fire Alarm System in accordance with the Local and State Codes. Plans indicate preferred equipment for various locations. All equipment is to be U. L. approved, and installed in accordance with acceptable p practices. ,System is to include, but not limited to, Fire ' Alarm Control Panel; Flashing Fire Lights; Pull Stations; Smoke Detectors; Heat Detectors (fixed and rate of rise); Alarm Horns (interior and exterior and Automatic Door Holders,. System shall be similar to the Edwards Company), 6500 Series Equipment and installed by experienced technicians. k • r.. a2 IT k �T "I', vi A� .0".12 LO '�SE�CovIa- ji�ii.6 4aa/p el 7 r oxy F/ V /-'1 4 'OVI�5 N 47 t1.4 T j�, 4 � _rl All 0/7. A" -:;4 ni 0 C)'Q A111VIDOl, /0 /V. 'A -Z /2 012 _411. /J11 /,V. Tto IV. Z,/i`ioif 0. (N6,i C'OP2. '57-112 AF AEF 0,F1,4 4. Fvo is/ - laAl;, W VAIrl2 4 M Cfi`� C.4 N,? 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YYV,c,✓4.,s `.'�Y.�- 7+ ,N'` ~ti'.." y ,f - � `^•� PROPERTY Of THE A11CHlTEGTF AND 13 NOT TO BE USEO,W,IT,, .. Tt�ia . Wi?.L�L �LaW. 14 � OU,T HIS EAPRES3ED APPROVAIn j ( { u ^! t r I t r u r t. I r u v t, , t• t u t A -4 �? Q L�-%� �.�4 q G I g Q' t, r. C�r �4 ;emu �IOlt�r.Qtt AND OIR[CT COY►RNgATION SHEET NQ { ..ram. ,cU .. �•F"l' /'�j A �- , J _ _. /^S A. t, Q. b ...,....,:..,..•.,...,.....ter_•,.....:' �LoOR P211 vz o", t •..., yt �, ' t '. ,dam. • hi • ^ : __. _. m _Q'!_ I n" 4'- 4 0.01, ll-4" oil 4--o"I '51-0 1 4,. C) MAJ12H LINE R SEE SHEET A-1 FOK OWE 4 4'.o" I t I I I k 1 1 w ' U ....... _j AI I p • tt�- w > fr w V) T z A 01 Q9 c1J 1 5r�DFOOM UNIT 1 BEDKOOM uw'r I BEDROOM Ufa I F_ BEDROOM LINg BEDKOOM UNIT III 1— V E R -4 X CL V 0 u_ ca w =z e -1 0 X U) w in w 14 m 0 Z a. r C w w 2 > WOO ID HANDRAIL t l COKKI DOR OA w z I. E c > r. a H, r. 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