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Specification Documents PLEASE ATTACH THTS ALDETIDUM TO YOUR. COPY OF T1172: SPECIFICATIONS ADDENDUM NO. 1 to the drawings and 3p eoifications for CHRISTTAW CHURCH FRIDLEY, MINNESOM July 31, 1961 The following changes and/or additions take precedence over any thing to the contrary in the plans anl speeirications: DRAWTNCS SH 6 Nitchon Laminated plastic counter top, backsplash and sink framing on north well shall be furnished oub-contrr,ctor furnishing cabinets and not by Millwork as noted. Door Scgodule Doors 81 and 1311 shall be 2f" thial.2 instead of 1 3/4" as noted° pAWINI1S SH, 2 Screea Vali - Provide Dur-OL-Wal reinforcing 16"o.c. vertically at courses designat by Are:oitoct. f:PAVINfIS - Sri Papa %.-u. - In lieu of [Oaapotite° waterroof membrane Indicated on detail and as spe,qfied, substitute a 24 gauge galvanized iron membrane. Pan shall be of profile indicated with soldered and locked SC-31.0u Provide two coats of asphalt paint on all exposed surfaces. Tent pan for le!Azo for 24 hers by filling pan with water and plugging drain before tiling. LRAVIT\7;-S - SF, SX North -74111 - Vertical reInforc&'ent in cores indio.ated on drawing shall extend for ti-c, full width of wall at °peeing detailed. SPEC:IF-MAMA?) - SOO, 21s4 Third word shall be changed from "insulation" to "vapor barrier°, SP7CTPTATTnflS SEC., t2 22,2 1,dhesive ior I Inatec bsun ohall he MM A ..25 water resitant casein type 22.11 011it e2aler stain roonirs.., Isal,..lacd wood beams. Beams shall be 1.4 22e13 Plyueod sha.7A1-0 -g noted in option EsIlail b thieko SPCIPDCATTGZ.„1, S7C 23 23,e . nZ,ericr 6of.ir s'-z11 be a colid oe detro Loavors in coon 3haUbe rc;-6 e,k es detailed by Architect. leferoce to door 5 andor T2ausom Pa:1010 dall he changed to B30 1 of 2 ADDENDUM s"4.A y np, .,-i 7' 1-1:11=0 �'"..N 'i SCTA f'�.�., .sa ",v � ��V� So fFi.��v i: °' ��@ .1 d i- �t'�9 �d 111/ S IL'C I F.,�.ao..0 k9^s-�C 8 J' !�_.? e1f q-,ac�-310 Q Omit reference to n nsuia ting panels" in first paragraph. SPECIFICATIOt -- SC,SBtULE OF ALTE NAP • Alternate No. 2 - Include addition of 4" black rubber base in omission of brick° SPECIFI;g TTONB — SEC 70Q,A, The pump shall be changed from odel #152 to model #110 of the same capacity widt a i/8 HP motor. Omit the Zuwn Z SC8 floor o drax no Inetall a 1 n ecru saeLion to the galvanized steel tank provided by General Contractor. le'C�qq^7^��Cry,17 is}r't'a, ..w d_�t>O i � D,.n�a. �'�sas.- F 6 Disposal Mount di poza1 in counter top in a "'cone" with silver Imtre protection cover. The washing hose and faucet shall h,. oe 3 Works � v a T k.� ra ��€� ��'t.�s ��.I.3 with wall bracket. t ,.' i ?'.m.F h Ene ink a. t pa.?L_gragb refers to all piping ins 11ed below the lower floor a": G rcur`3 r;,it ? "Feu Lip. �u ° :i;+� `urlps® +ureic-, and install one nee Y 22u3 =.mp with a cepepti:T or 40 GP - E r&in.r `2' of head. Pump shall be dri7on by a ` 7? 110 volt actor g ,"a .ng 1e phase, 60 cycle. Tn tho ds'ta'." on " -r. p eri s ad:a.t1. .'r'i c t Column", install 12' ton piece of 'e_" /� p �iF qy ,.J,laid. 1 a �i =J Si.t.! �`�"� �J,S. Giant Stem k"5:2• 0.1- Cr al: haverating 3 # ;t 4 b � C E3 � � a .. '�; a'2:> of �� a' : ,�%��i'�aN�;F, ��.�,?��a`+::1� strength. 2 ese she'A, be attached £,t ha'ch ene with a hose clamp and cc ]onto In the I.Jsezent radiation in Reo is 1 �,0 � 108 r a qq 12" �+.� hosepieces.as a :,vec THIS A 4 ^BUT a Pie v 1 f ..s' t: e.g A�F S�. � '"i r � DP r+�,L '"� �'t qq 9 �T 9'�F '�yTy SUE- 7- �a -...i �i�"7•r.�+ WITH ;p Aa3 5��.,+' _ L �'. �1 ArA �,.fife � .Le C15:Zy t.��S.,,a3d J7,� d �9, !j„U If.dLeYF TIE BIDDER SI,A_LL .� t�., ._11LTN ?.i: :c ..: I T-;I: SPACE IFJT._CA r,..ED ON MOTO3EL PO 2 2 • -.L'ICA-2 IC T•713 • :CSTfAW 3 Efor 3 C.: l. Tarfgx T s.,.SPECTIPT_"E;s.' ``>c+nS . Co 'RP.? Stay 10, 1961 ►`T EX TO SPI:.',GIFICATIOZ 1 IIIDEX TO DRAWINGS 2 IiSTRUCTTONS TO BID..,TRSS 3-4 P:..,C _:Tlc:7N C2 A IfiTaliii TES 5+".6 <O P. 11 r3 Fjam, 7. 8 . , 1-1 c ' .."c':3 is ;^y.,: Cr:i�?s 3 .aIAA2ro' Spc..<i.G-'1 Gorr2itionG 1-9 40 '° . C..,.'c.:clinz & .ram. °'; 1-4 r;• a .*.,r. S r 1 1.21 0 , _,s.4 , u 1-6 1 { 11: r u .1.. .,.3.,...,zs C w.i•t... E; 1-2 -.2';.::::: _:rr. .,t 1 a ..1:. .ti s .7D531 1 3JB. s y ,:) S77; l T :,,n, 1{ .:1. i.''., i :;t 1 ,,, L e_.. 1 ...7! !.t.as'tr 1 �^� �A. r:: 'l ,U, . ._? ..2.r_oi qry.. .. ` " F" „ i 6 LfliX TO Dilli.TIIT!CZ CcrZ1 6 912 July 10, 1961 S MET 1,70. T nrE SITE PLAN AND ROMP PL-1-17 LFAILS • 0 FLOM PLAINSC NEU:4.03 DOM TEDULE EXTER.10.1 EJATIOTS — DOOR MT A'HS S 1-01,T — INiRIO11 El:AN/1T IONS AND PARTIAL PLAT,Ki lift TER TOR DETA a.0 6, PLANS EU TETA ILS of STAfl . AND KITE FEN !Jr TiG N -97 171I AY, PLAN STRUCTUAAY, 3ETAR5 ArD '::11-1.1'IT IT::•.3.-JJ ta6 `n• :b :1;rf,S0 TR 75n'Si:, iffiSiCg. rfi':'.115 :'.3C Tfl,:jr.Ez3 T1 COT--TTACT) n r r • �`� ?�3's,i�tj ChuT Fridley, F;k.n:"esotap • Comm 6012 j.,,,,..17 10, lc;;Si., SCF711; °7 1-1747127i1Yill:6- -,a G. 11.1,-af.. ,: f".q ncitc,i e.,..2, :17zno, c .7.1p7.:Ft: 111cluflin,„: flYo.n-flf.,-Z..'„):-.s, clecr F11.'L'.1), ..,,.-1.'ec:-:',:; (.../...,7.....-...,:.11, rcaC„ ').J.,:a7..7-ctsf.... 7.."Cc.,-,:l 7:CL'12_,, WiKe.1.0", C' ,..1L,".307::-,:: ',.72113, ELUd 411 11,--,T :-,t a--_-..,-.° 07-s.„ -:.,/,.-., ..7.7-. 7::.--,,,llo !.-:,...1.71-.,',s1.17:1CATIg RIF. 9 43, 21C„ dz)c,n1:: :TI3„ D9 1.. E10„ r=1:13d1;-1.7 7..14,..r-i7.-...cl'e -[;?...-:..-7..; --..7.3 '..7:L'.17...,-,3 ec:;.2 Alf) azif r,...:1-1--0.-.3J:-.,...,.-;:,., F•:::-%:-,,,,.- ::,:i.- 7.-,:z.::1.i.. ,--2n -7(.--,-.-,:-.,:-... -1...,:7.;., cc ' cn 5,,,i'...7..q 7.7.1,::. .,.. 1:'-'g E-r4-3 Sht,7..I._ : .:A -, 7-..-2. v.r.:C.i..73,.. Ini,3:1(...,st,-.'.61 on cr). 7 ....'i.,,r; ;..:'' ft.-L...:.7-i.l.',..:':. c:),.f.:-:,::::::,--:0 !`':.-.....7.,,.c.x..113,:,,,,,:!.. P.:-:.----- 10::). s113.11 solo,. ,IP:.;CI:' (-717:-133 ':;',0 la3,7.1 -.20.-;.-c71 7„-G-11:1.. bet7.4een. grls7s T' & 1,, '7,..-'12,.E.E: :::::-:11 IC':-.: shil 17:,,,-: l'e -.-71 1..;,-) c7.1c bay in ,..-,7:;..(10. D:r:crs All and Al4 31.,J211 rs7,3--:0 :1.-, its tr.-y0 CJ.lit c::-...1-..--.vee.,-:.' L.:, -7,03--. ','":.07 nnd 1.-.07.ccnte an!,...'6 "fla*:-...,'21.' cl'onontl,:d. 7'..01-taa ftr, con 2O3 in 7,--.,..6.:.fs.,tfl.T.1 fria"-.-f. urs':, vo,11 ,,,-.,f Roca ?:-...^.)0 Omit rc.d.:_atAon from Imat wall of Por,,,-1 108 11c.t. cc, IT:A5 TI aJ. Rc15o 7,:=1:.. .:..It..1.,:in 111 onst wa2.1 of ROCT 108 End west cf li..r,o;.:71 ILIO t c .i": T p-,..n....;.t.:1.on bn ...,..L.L]:.-..3 7 & J. Oalt raditiva 3-il Room 2090 wF.13, -‘..- tLeen RDC:- 2'7=:!, r'', "',7'1.1;7 , Anto::::-...:6-.7,o, velvar3 :;":...-2-2 ton.vecro on or,sis, Tzt..11 of Roam 2O lll ETi..:s C '..'.: T-f0 ..-- -.=:-.:-.,z..,..'.. --.. ,......-:-.- ....,...t. ..,.. ...Y.. --:,::-...%:„.!.. bi.:,:c..7. cf :,..-.., -7- ' 7',..-.',. ....-,..'.12.. ' -',r.:st'2a ',.:::., ,, .: ,, ,. , _; ,e L4, i•-,c.: :„..,,E...t - jaCr-t2f;:fi -','n -11 f.Luc..1 ncO. t'.-) :-..-ccJi-,.7 :::, 7,:n117,1;::' t'...-2.0; '.r.:..' all :y2, 1.,. .7. ':::-';:it',:_r';;",, fr,:::::::7-YLL' SI.-..eiy!.,.. (..., ots .7- 7..-..-...:.'..f.•... E .-opn riall sl.-. 7.. 0::T.nc:cing ....!,....nrTy at c.7.ta-11-.3o tr; 7,,..1: t.),Inlo 201p rc,.....:-.7, ..;:.---.3. .1,.-g., rz,Inp-.:::27 . 2-,17.„ fc-,:72.1atf...on, f:::r1'cinE, etC10 no52...v„Is v.-f;Tit7-2 sf;.1cw17_212:: .:!,,o 3 '.,." :':n :: 1 .-':.,,o pa-... .f7:47,- "...,-.7:to ri,...% 1. -11, ,-..ni-],„it do:7.1? r.. GT- .P.fil .17...*.;77.-/,:,,, I'.3!,-:...A7fe -'..,,' P,,•''',./'....,7' :-'''.-°. -4,-. : , '. '.-7 , i • - f.-i-.-' :77;,„1 :ii.]:! :',71. ..,..,7' s -- ;r:Bi....,- -,,_ ' :• :::: , : ,,,,, ,, ,-; ,,,-3 .,; - '1 - .. ,-.,:1 ,•7,, ::.' , ;',.:,-:,.;-: ',:-., ; ,,,- ,-. . . ,_ ',-:'ic.'-',•:-- ;,7.r..1, '2',.::',' - :',M- ..',7 ALTERNATE. NO. 6 - PLASTERING Omit completely the suspended plasterlatTaeiling in Rees 103 and 104. On all ceilings of the Upper Floor, substitute 5/8" gypsum walltoardfor the acoustical plaster and gypsum plaster. Gypsum wallboard shall to National Gypsum Cot F]RE.SP ELD WALLBOARD, Beetwall Certain-Teed Sales Corps FIRE.STOP BESTWALL GYPSUM 0 or an approved equal. with a 1.hour U.L. label. Gypsum wallboard shall be furred down from bottom of wood ;ioirts with lx3 furring strips at 12" o.o., shimmed to true plane. 411 Finish as per Section 22. Dead include painting. Provide metal trim as detailed. ALTERNATE N007&- IMELEILLEMELail Omit the following items of Mechanical Equipment: L. 1. Lavatory-Room 202 Rough-in for future con-motion. Cap pipes at face of wall. 2. Garbage Disposal Rough-in for future cmt:ioction. Cap pipes at face of wall. 30 Nave Exhaust Fan- Rough-in for future irstallation. Omit fan, damper, ducts, Room 2O7 grilles, etc. as specified in Section 70. Do not snit roof curb or flashing. Provide plywood top and galvwanized iron roofing, .r, c _acIATc oaraq.ra r .s. 14ea @ � t- }"� rs 1l, 0 t •^ r •'` n s c l..r'�.a 7 r. r� a f! S�.'�s�a.:.v Ua SSE: � �� t. .�u�.�� Gl€.ss ;.e:. •,a e glees .,�c�.i.�.t.ad Cis al�t ;,7.a�•s.a op_�i:�,s on the west elevation cn:b:ep t Y'[':ts S'd elight on Dlo±' Al and the f ixe3i win low in the /,!echanical Room. Irsulz tin , gla 5, sha".a. be "Twi cw' ornhermapk ne" of the sines roqu med to fit openingsc Glass ehal:L ? Q 346" tleck h avy st Wet ,q1 ,.3e, A quali y, both panes, with -" air space. ;iind ma a `st tw-er a:: eitn,Llv;a sash steal:. provide glazing bead to fit glass thickness., • . . . . . , . . . . . .. . . . . . . . . . , . . . . . . , . . . ., . . , . • IT . ,', : ' -, •.... ... . .. . e.e 4 _.. . . . .„ e- -.-, - . ..• . .. -. , ....., . . .. • . - - , - . • . p (7..ad perz) f,c1 Tica ...:_ao nn1-2,11t of.' )1-,,L to 1vor :..*;_o 0n:,: 3 CE,' tIT, sits Of* t'71.,---: pl-ops--: Furic. ice i*,?at -E' '611is 2ropca3 :t.;.; s3copt:A, JE, will a::,-,,ante a lump E:; 112 1 .„;'il7. f'_':: 1..7.slg a Lon4 'In te full amaunt of :: c:il!:,%. .t,, The 17_ A ..2„7,1-cos t!,--,E.t all 7Z-V1: flLJ. 143 ( s-.:-.p:L3iwya IIL _enlondwe dap o2 noV4e3 to 1-A-Taf,,..0,, Vai.:., (—:;"?..IX -,, 1",r..-13 tio right to .....ca.',-., aq,- e, all "alOso It iE !",'„VC:::.1 ',.:,- n.7,5 prcyJsa . f,y not b.:9 11 .thCrawn fol. a perioe of thLty dE.Ds !,..,- '6.:.,... ' ,l:,...-:c DI? bid op:m.:2,-.1,7, :','..; .1-..,2` ,;:.,- -_. ,: 1:-.,, "'.,..0.,,:r-Lig ail If.'":2:7, to ..") 131:c i:U.I f.,a:',-,.:1,;,,-,i -:,,z,..• 0..c.!---41:..--aceIgs q .1.. L f•7'...,,ara 2.',1 ',IC ) CatO 1-2.T.0 (-).: Title Affia?'Zi''ii.% of Cont`?actor III ..f.-,,.... • 601 2 ,3'taly 109 1961 • E)E1TIO7 2 SFECIA71 CONDITIOVI Coma 6012 July 10, 1961 2,1 GENERAL 411 This section of the specifications supplements the provisions contained in Section a of the General Conditdons, AoToAtt The paragraphs of this section shall have preerenco over and shall modify any statements or parap,rephs in the Canoral Conditions. 2 2 SEGTIOWS aY THE SFFCIFICATIONS a 4¢401.0asoara ,m,vao rawslisva For convenience, the specifications bound herewith are arranged to several trade action , but sneh segregation shall not be considered as having established the limits of the wc4,,k required of any subcontractor or trade. The term and co,aditions of such limtations shall lie between the Contractor and his subc=tractws. 2.3 BOUD The Contractor elan furnish the nwner with a Surety Company4s Performance Bond in an amount equal to,the full aunt of VIE, contract, together with Payment Bond in an amount equal to the full amount of the contract, guaranteeing that the Cont?actor will -perform oach and ovcry part of the agroomont, cover all guaranteas called for by those apacificntiote, arA inT2re prompt paymont of all who furnish matal-lals or lator rsed in the prfoscation of the work. The Dor an t3 icsuz-:, by a Svrat'y Ccmpay meeting Owner's approval on AA:0A. Form 311 icsued by the Americsa InsLitte of Architects (copyrighted 1958) and oLall plovido thatcolosions from or '..z1d1.M.on to the work ray be made without notice to the surety Co:ipany. 204 TIM OP COY147RTION Contractor shill c7,7norteo woe: within 20 d2ye after receipt of executed copy of coatvact ad aot%ficati-a by no CI-Frer to -7,4aTzoncs work to properly exnedite the projoot. buS,1dirg elan be ccmplated in 180 calonder days afar nocation to proceed. Howsvor tha Contractcyr 131-111 state in his bid, hsro 1r:floated 02 the Proposal Form, the aT.., r of calendar days he will requird for completion of the pro joct after receipt of a=cued cosy of Contract and notification by the Owner to proozod. Contractor shall bo reonaiblo for co_71pleting the project in 180 calendar days unless so apcifisally otatin to as cont4ory in thoir bid propose 2.5 LAITT or lw • Th Contver shell any out and ::on'oetly cetnblich all line, levels, grades and =itions of all parts of tLo sork and shall be rosronomirafcr their acor..7cey and 1-,..-opL o.):rolatim with cool lines, mot-a;:mts, and data cst1ishc y the ca SAC!t no=pts encl df.s,:be es rozy ba rlet by the Cuncr chall b,) c.IrcTully F'es,7.rroA Contraotr, J f 6ispls7odp sYtall be roost at ne 2,,%pcnce of tha IlalL a7vi ni.12II'lif e,t dot.>L c,. o.-..'1. pi:(: .CI ..... .. ... ... ..1. ... .. _,_. 7_.. . i ...t., ,.i `}d..l_d.a 's✓_.c :, A, .LL. t,..� ... .. : .:e`:,_ l a..,. . >. .,..Yr,l,r as Sr .�A`r in st es;a`L: may .pc Erarc. Po'.ty wha!1 a +s C i .>. . ..n (>'T:._ h., Fridley,fey, .,_.}i e.'-.i(`;t.°".. as Owner. :.17 fC.,A'j'y Wf,,:k7 M ft.t.+C.4 Ni T'•;L i- ;.f!F. . -�.. • k ) itl c_,• i; -' n..,,. shall t •._ .%s ,..4 r .. �. ,� .. n'_ .i .... en,.1 r-r ,...x%.,.ons c it arerG'v.7;'Y3d by. law P,.i_ z i. . •..�..«. .> t.,,.ii E:! .. .h A 4 :7.. t..J 9,it; t: ni.. i i -. Ij (.-. `aY �c t hro:._gn accident 6 ) e ..>...._+ v.. Yt'..',, t-J ' 1m g. [.1. i 7t. -. oils, .t ,...6:A, 4:.._ E 1. ::i=...:ii7, planking, S 3.W....'c."J, eeiffi tcrT,.:,rary rsi.yi nip a:a.t1 i,...... y a ±2 oter 1.. ., ,..i..e . .eau. .iL"..s in. i1LC( cird13ce with tht p•a.i tits.i.aa' condii.ie.: w 0.17.id as s"t:,q. _t ._ y the proves pia' ,ess of the work,, Thin Contractor or shall zooperate with the U a'f u r engineers, the Cvner or his agent and the insurance companies so that the work will be prosecute-6 with the greatest degree of 9 safety. The Contractor shall e}csignate to the Architect in writing the name and post— ion or the person in his employ responsible for the prevention of ::: ;Eiden z.s b) liork#R_CncLitionG No part of he work shall be parformad. nor shall any of the ter eats supplies, articles or equipment be aria nufaW`tui'ed. or f'a.riated in any plants, factories,ries, hui_ldingss or surroundings or under working conditions whic••h are unsanitary, hazar'd.o'. e or dangerous to the health and safety of employees engaged therein. (c4 P:o$,eation of, Persons ssqd .»o, ?°l,; Precautions shall be s::excised at all times for the protection Of all persons and property. The safety provisions of applicable laws, building and construction codas, shall be observed. Mar„hineryeequiprentr and other hazards shall be guarded or eliminated in accordance wht the safety provisions of the Manua? of Accident Prevention in Construction, published by the Associated General Contractors of A':merica, to the extantthat such p'o i.s icne er not in contra- vention of applicable law. 2.8 ONE YEI1R GUARA1TTFE For a period of one year after r;ccop since of work, Contre.eot_' 5 2 L u'.arant•so all workmanship and materials inelu:d r in his ontr atr t p and ;f during guarantee period, any" defects or faulty materials are f ;.. $ashall a i meaiat ;1y upon notification-�: fromthe Architect, proceed to replace and r opi i' r .`.! 'Ea. Y, i a 'r togetherwith 3 - 6:lie,.Jt.tF cost .Safi« y> any danzlga. to finish, f i.s:airs , squirt _ nt t)T., ftk.f s'..Ain,n; 'Ara Uat a1,7 be d arnaged due to d.e.l eutive 'work or matoria .)o Cons; dd-retiun shall le ai _o.,lad foo'' n wu. al use of building during this period. 2.9 LOCATION Or SITE The site of the projett is 1 : atod in Fridley, M•innesota,nor •h of Highway 1009 and approximately 2500 feet east of the intersection of Pigh 'ays 100 and 65 (Central NE). 2.10 SCOPE OF THE WOK The Wark to be done hereunder includes the furnishing of all labor, materials, end equipment required to perform all work far the appiicabe work classifications listed • below for the constructio of the Christian Church, Fridley, Minnesota, all as indicated on the drawings and / or specified herein s GENERAL COA3T tUCTIOiv WORK TCLUD WG MACTJANICAL TRADES S PUT WO`I' INCLUDING ELECTRICAL TRADES The work to be done by the e e t'ic l trades will he p i v A cr mtt by a Contractor designated by the Owner, 2-3 • • • ,1 .: r xs # e 7 x Cl f 'i� j .1 t. °e wL i V , • , ' • • r r • • , : : ' rY3 1 :7.•!.:' i? ::‘::1,`3coy CZ a 2:.:b571 ,4,1:77-`17;;CIvrja C 1'0 r-,2 Upr:312. 1:f z- a 2,:-.;2-1-..c);c.„ c71'El?5 2,1.113mi k7-1-; • 5'; !,:f ' r..; :.7.11.1; ys, '.! ,7,3 :11.5' '.1)•,-; c• • OIDAJUIUTIRL, NUIL.7), DESIGN DATA 17,77sTa-Unit Stresses A. Structural Steel--fs = 20,000#/ Sq. in B. Reinforcing steel Is = 20,0C0#/sq in except column steel fs = 16,000 #/sq. in C. Concrete—fin - 3,000#/ sq. in at 2S days. D. Precast Concrete Units: 3500 P.S.I. at 28 days E. Laminated Glted Timber ! embers: Combination #14 lumber (W.C.L.A. Osading and Dressing Rules) Design Live Lads • 2. Roof: 40 pse Floor: 100 pef Stairs: 100 pef 3. Footine A. Footings were designed for a maximum soil bearing pressure of 2000 P.S.F. 3. tf eon at bottom of footing elevation hown is of cuestionable bearing value, the architect's office shall be notified at once, C. All footings shall bear on suitable material, D. Wall footings to be stepped where elevations changes 1 Vertical to 2 horizontal unless otherwise shown, PROVISION FOR FUTURE EXPANSION %s noted on plan RE:vraiCED CO7CRTTE Cede for reinforced concrete design and constructioe--A.C.I. 1956 Arrangement and bending of reinforcing steel to be in accordance with A.C. I . Detailing Manual. Reinforcing steel to be new intermediate grade billet steel. All bars over 12 to be defonecc Von-continuous ends of top bars in beams, joists and slabs are to terminate in a standard hook, unless otherwise shown. Joists in adjacent spans shall be continuous and aligned in direction of span across entire length or width of building, unless otherwise shown. Where reinforcing bars era shown continuous, lap bars 24 diameters at splice, unless otherwise noted. Provide suitable wire spacers, chairs, etc. for suppo.ting reinforcingsteel in proper position while placing concrete. No horizontal construetion joints shall be made in beams, joists or slabs. For vertical nonstruction joints refer to A.C.I. Building Code, Section 508 Concrete joists and slabs to have 3/4" concrete cover on bars. ;onorete beans to have 3.: " concrete cover on stiernps. Concrete oeienews to %eve zolcrate cover on ties. A7.1 concrete bridging joists and headers shall be width as noted x depth of joist with 1-#4 continuous top ald bottom, tenlese ethorwise noted, vida tomp-srre stocl in all coo:.-et3 oLate, including loi3t s1,7L2c te,.-orrro Jc.(507. in r ncreto elaha shallt.e, in - "dt: -.0,7; tx ,h the A.G0f, C:%13) nloscLhor 6so r:11,)%1. tsel in cabs ovuj cc,ncrs.;,1 ioi;As shall b 667,4e:3h " 1:1,72ro IrtL;s thLY,t and sht?.1: le o th t;--.1.010 ,!ct '1 totlin--L, for walls shall ber:z3 c.:11 bto n7-1 v ts ia3; oa !--, SEGT x.c 1.01't, ;7(17,14.17R _ cY.,7'sn. 6012 July 10, 11,13 FIT!1 find 1T1.1q and ..aj 1 ea11-;,y; id Lai 'Lc:, ion% r,.;r ail!. ori :P•rf • T1; ;. •;-• ir 0 CA TT%1315. ; (1 f(7,1 b • c,('• •Fit p;Trii1';5.01:10 Tf.T.nd. .;;,:••310 ;T7,•1,":„:1,T.1 ;,•; 11: Th '1'41 !TT ;-.T.-T.; '17fra 1•111 f 71-1.a t orgi of eyZ s arkei 1. FT.1T-1 c-„•; •:L../T„;,- ; •;;,;;FTT:, • •.;;• r., CT1 17.-ci•• TST.Z.;:, ; `; 1•;', r1 TTT.Y" T1-.;,•:;•',1-1.; 2.11" .006...T.f.f•LT Ti3TT•T:T.d kT•T:T•";,, ...C',f.-!:, T'T-f: T,.; • 1,;:,••,-;T • •;;TT.,:,; „ 7••f.;„ , , ta n11-1 F. • p ' ••',.• ,11.` .*;_11•• IT 47.T. . -T-•;;T, r- 2.7 Y.1:1111 b.:: o 1; 1/ '',,,;;;• TTT;T-7 and , 72-11 arkl pr(;)./.0,F.1 alA H. iyr,T, ri 7.772 ana pft. trlhad to provent water Fivniell. to t3r,Eice ei,:f1Fr con8tru4)tion, clirect CL "' ' ::c:Ll vio. by tho , ; :;% 8 of 12'1?i If natural earth is of granular structureof same material as specified abaire no additional materials will be required. 7 -2. t •: .':7;.: , fls; ny'.prOkred ocalnity • t7 ' 411 „ . . . Wo backfill shall be placed until walls have been adequately shored and braced. Shoring and bracing shall remain in place until floor slabs have been poured and set. Place backfill and compact as specified above for fill under slabs. 4.10 RO1JrT3 s:2�• x Rough grade all areas within the grading limits to a level iOn below finish elevations shown except areas noted to receive Blacktop surfacing by Owner,shall 411 be rough graded to a level 6" beloii finish elevations shown. Where fill is required to bring the ground to the required elevations, it shall be thoroughly compacted in an approved manner by the use of mechanical rollers and wetting if necessary to obtain proper compaction(95 Standard Proctor Density) Provide Sn of pit run gravel or coarse sand compacted and level for concrete side- walks, apr°o a and driveways. 4.11 nvIPACTIQE ,TESTS Contractor shall notify the approved testing laboratory 36 hours prior to starting compaction. Com,,actjon over ditches less than LO in width and around perimeters of walls and colamne for a distance of 3'-O" from the wall or column shall be done by the use of moe1sfanical hand compactors such as a Jackson compactor or an approved equal. The Coetre; or shall employ the services of an approved lee fling laboratory and pay for these s vvicea. a.12 rimGRADTKq As co rn as p. oc tioahie after rough grading of areas to be seeded has been coepleted, the lrac e: shall b, scarified to a depth of 3". Over this apply 4" of f .rm yellow clay and 6" of loam top soil, bring, ng the ground to the elevations shown. In areas to be blacktopped, provide 4" of class 5 stabilized base in con ormanoe with Tfighway Department specification #3l3 , rolled and compacted to 98% of Standard Prector Deesity. Bl Eekto p 2" thick will be fi by -weer. (rsdso J ethesr:,'ism :' r` ry shell be uniform levels or slopes ween points where elevations are ghon or slab points and ex e(;ing finished grades. Prepare ,op soil for seeding by removing stones and grading to eliminate water pockets s end? i'j°Z'egul3:r:_ufesa Seeding Led sodding will be done by. the Owner and are eat included in this contract, o/J WAGE r c ice. cnd 3 :wall ac zc i s she n, sub-soil drainage cyst mof �r e c consisting ,�,ta�s,.iar:d of ity, hand ba ncd, or�ous a a icul t ra7 rain tile of size noted g e linos she .'l be laid to truegrades and align ent and unless otherwiseDdirect-�d s'ralle ' l with eo ' Ii.'o�s fall n d ire3t3oe:. C flow. laydirected, outs � ,_ r`' shall � ;� with � tile with nco_� ch .1s t✓arcd or top tarred t f*-Z,ts. Drain . ., .L.E�a.Ln 4i,a Chi h l....6. 1.3 i 1 . f lec 'R. .'a.q..(t� �9 G1f� f ' � Yt �,� � 3 c v..a � ) Y�Lt Wiz; '�7 r.�i� _��v �. �.,i3,n Iat•' above n a Fz=ovide conereta outtfall where indicated. 4.14 EITCESSFARTH Any C.71:Ci3.5C3 oarth not taped in gading and backfilling 911E-11 be rernoved to location aT)-17,Tc,vi by PiTeniteot 411 4-4 7 6t)lo.'" • # • 4.1s- 6,9 P( )..)- ('P')1%.*';:)7i',:CS.,CYTJJ,AY''ci.; (sv lolti ,-)ff s'o.-6 C7 !41 n9 • tk1,1!! Strltdth py. ed p& the tops of all alWas to a depth bolow tlofIt Vlor eIeatioLs for tte required floor 2!iaishes., All slab!, ,, iraj 1AiJ rough lz?' rakod after initial set to pl-opzrly tb ppoY.6o a boLd for topping and setting bed, 'oo finished by floating and troweling the te3 E ON,...?,f,.-AHU24 on .:.u.:1...-careta floor .1-..iIaha t) be exposed in !:intsh work: 023'1.1,7 ani .._$1.1all be ev ',.! 5rcir.1 to avoid tr ormkingt Qrazin oUI 6,10 thoronghly _lured and dried„ 11 :narlener applied fz: 4t0,4 VS sos12 after luring ”eriod nvlII ittr ln U aball be ',:i!loro;..18,a1-,!, .11ean and of ri1 Ixattee,„ 6,11 Jejaf)!4;yr,lk ompsot fiU.rspdt:AfIsd uluder Soation SbIet:nik 3b in 11',..50 lb. ,c.ot.,-.1rete,, Roinl'orte with (56,1010 ,„1.100,i3 proyley elor.,ad and troweled to e of,ni .r1c1c,. 3° f%jl't , ;.7 • e;•., , -„7 6.13 EOUIF1...� FOUNDA T IONS, TRENCPFS AND PITS Construct foundations, trenches and pits for miscellaneous mechanical equipment where shcn. Obtain precise dimension from man facturers of equipment. Place anchors and bolts in concrete whore directed. 6.14 TESTS A recognized independent testing laboratory mill perform the following tests: • The aggregate shall be tested whether operations under Method I or II. During the construction, 7 day and 2S cylinder tests will be required for all concrete. At least one specimen shall be taken for each day's pouring or for each 175 cubic yards of concrete or fraction t''ercob poured each day. The cylinders shall test at least as high in strength in 23 days as the 28 day values specified. The sampling of concrete for cylinders shall be taken as it is poured into the forms and the method of making the cylinder, storage end testing shall be in accordance with ASTM Specification C31.330 Testing of materials will be performed by an independent testing laboratory approved by the Architect and without cost to the Owner. 6.15 CONCFE F I Materials Forms shall be of wood, steel or other approved material. For exposed concrete surfaces, for o shall be lined with new plywood or other approved material. For unexposed surfaces, any sound suitable lumber may be used for forme. Construction 'Concrete farms shall conform to the shape lines and dimensions of the members as ca1le for on drawings. All forms ru g a be true to line, plumb and level, and with =of n;s fairly tighe. They u st be properly braced and of sufficient strength to can'ry, "u.thout appreciable deflect.^n and with absolute safety, the dead load of the concrete as a liquid, together with the me ements of man and materials 'Acre forms are supported in cacti, care mast be exercised to see that the soil is suitable to carry the load when forms are filled, without compressing under the load, otherwise trussed supports mast be provided for forms. Forms must be designed so that they may be removed in the proper seeuence. It must be possible to remove the aides of beams and girders s and the slab forms, without disturbing the bottom form boards of the bears and girders or the shoring underneath them. Forms shall be swept clean before reinforcing is placed. In warm weather, forms shall be wet don with hose before placing concrete. Bolts and rods used for internal ties shall be so arranged that when the bolts are removed, all metal shall be not less than In from the concrete surface (Snap ties shall not be used). Forms shall be provided for all holes through slabs which are shown on the general, structural mechanical or electrical drawings. Leave closricut openings in the bottom of all column and deep beam forms until after cleaning of the forms, immediately before pouring of concrete. 111 Corners of columns exposed to view eiiell be chamfered .1yr: unless otherwise noted. 6.16 REMOVAL OF FORM Forms slier. be rdmove-d in such manner es to insure the complete safety of the structure. Peam, sides, veil and similar vertical surfaces may be removed after 36 hours provided the concrete is sufficiently hard not to be injured thereby. Forms for beams and slabs a 1-a?1 not be removed until after concrete has been in place 14 days unless permission is obtained in writing from the architect. • 6.17 EXPOBED CONCRETE All concrete work exposed to view is to be cleaned of all roughness and pointed smooth. Thoroughly wet surface before pointing and protect pointed surfaces from drying out too rapidly. Remove forms as soon as possible after pouring, cut away all projections and point up all depressions, air holes and other roughness with a mortar mix of same proportions as concrete to be patched. Concrete curbs and sills shall be finished to produce a fine rubbed finish. Prepare finish sample for Architect's approval. Work in place shall match finish sample. Any rough spots or surfaces shall be rubbed smooth with oarborundum stone and water after concrete is thoroughly dry. After exposed concrete surfaces are complete, including the necessary patching, the surfaces shall be cleaned by the grout method in strict accordance with the requirements of Portland Cement Association Information Bulletin No. AC18, Fourth Edition. 6.18 COLD Ww' I-M PROTECTION Provide the necessary protection of materials; etc. during cold weather. Feat materials as required in accordance with the recommendations of the Portland Cement Association. New concrete shall be protected from the elements. Immediately after the first frost, adequate equipment shall be provided for heating the concrete materials and for heating and protecting the concrete during feeding weather„ When average temperature drops below 40°F, the concrete shall be kept at a temperature of at least 55° for 5 days after pouring. 6.19 VAPOR PARRIER Provide a vapor berr .er directly below all concrete slabs on grade. Vapor barrier • shall be A. mil thickness of V7,5032: ;t as manufactured by the Visking Company or approved dq .al. Lap stenderd width layers a minimun of " in the direction of spreading of concrete. 642V SJ"AT S nJ 6G24 Removable steel forms for Upper Floor construction shall be by Meyer Adjustable Steelform Construction, in accordance with tie design and practice of the Ceco Steel Products Corp. This construction involves the use of removable steel forms in the floor slabs, forming a slab on joist construction, the Steelforms being nailed through the sides to open wood centering. 6.22 PRECAST C0TTCRETE Provide precast concrete columns, sills and splashblocks complete as detailed, as manufactured by Moline Concrete products Co., or approved equal. Splashblocks (2) shall be Type °A°, 14" x 36". Sills shall be as detailed. Columns shall be as detailed, one piece, reinforced as noted, with dove tail inserts and anchor bolt inserts, steel bearing plates and anchors, and anchors for securing steel saddle. Steel saddle will be furnished by Glulam fabricator. Form columns to profile detailed. Finish on all faces except inside face, upper floor. Finished surface shall be smooth, dense, free of fins and voids, of uniform color. Use steel or fiberglas forms. Concrete shall have 28 day compressive strength of 3500 P.S.I. 4anent for columns shall be Medusa l hit° Portland Cement or approved equ r. ExtreYre care shall be exercised in moving, handling, lifting and setting so as to avoid demc:ge. Damage to exoosed faces will be cause for rejection. cter shall be reepotsi 1 fcn- eh li_7r r ?r ir p'3 . so ;lia;.i :b con d. W 5�„�L vw: w�,. 3�st�+.._:.7 ��s L> _r_'��j end pi5`noac e mot concr:',,o l be t'"e n one co r �' an i -d 4.,rt .,a' g in Pa - ,g. �-�- _ W.,u > _ %.j�.:l Li .. . �4:t.l..�i. .3:Z<_+ �:i<:c:.�'-`:.' .:..t3's3$i aril ono aft-n erection. f3,21mit shop drawings for Architect's p 'C�C't; � approval. • 6012 July 10t • S-1110 -C3P fs;-r.l.o.1.1:1•rrig ftre. "•• H t 2.- ;;:;•;;.7' ;•• : ,. • • • • - •. • . , , „ • SECTION 8 MASUPAY worese.cleaccoasser COMM 6012 July lOg 1961 8.1 GENFRAL The Contrac';or shall furniah all labor, materials, services, equipment and appliances required to complete the maoonry work, including placing and building in reinforcement indicated on dmainas and specified herein. 411 See drawings, schedules and detaiLs for types, quantity and location of masonry work required. 8.2 MASONRY MATERDIS Modular slaw; spools' shapos and sizes as indicated on drawings. Conform to latest standard spocifieaticno of the AST as follows Fac)i Brick C216 Grade MU, Type F Color and texture selected by Architect All 7n.(7) per thousand brick F.O.B. job site If the actual cost of face brick selected differes from that spoaified el:aa,o, the adjustment shall be made by adding to or deducting froa the contract price, the actual difference. Rospon r'zri ;i C62 Grade NW e:rcent for exterior work use Grade W. Controt rfla GradaRegular C90-52 Grade A-30% Aix. Moisture Content- '6.01L',C7,reaa. LinearClYrinkage 511 block hall stherca4h1:- cured and in a dry condition when delivared to ;h: baiMinlw sii-o and proteatod agaiast wetting prior to laying is wa:',aac nYoLaaa ccatant shall nut exaoo3 305 of the abearption. Maeoney unit ahall he covered and stored at all times in an approved wanner that will rotact them from contact with the soil and exposure to weather. Dampening of units to reduce suction in prohibited except on written approval of architect. No admixtures or anti-frees aWastances may be used without written s.pprovai® No craeas or broken cornors in exposed block will be accepted. Furnish Architect satisfactory test reports from suppliers or manufacturers on the above materials in accordance with ASPM requiremonts. YeArana 31ashiu shall c 2 oz capper Wasco CoppaT Fabric Flasa4, Sardell Meough-Vall riashing Typo S or approved equal. aU :4113ccrooLleat skull be nok-Lez, or approved ay.al, ASTM K82-34 cy4T-t :TIRE er a haak and .) .col cavity wa:',Le shall 1Je o/o rrosion Ta3f:star:6 intal tie ou tie at 16j ooc. 7s1- 1,1naly and 24u °cc, hcfri,:;o3tally snazi us water_repeilint vermiculite Lonolite Nasonry Fill Insulation as a wimuractured by 2onolite Company or approved equal° 3., spcc.i .c °rail of t2-• eP,E;T"?'•1a ; io1 (-1i •--; 1 yJ ; • • •-•:°'1.''''•1 r.3 Y4. - • - •'• apT.). • —.;;;L5' n. :1....1,•F .f••`;:; ..; • -.' • ; •• 5".` • •• %'; : ..* , IS • f- I:1,7{:: c•;:c ,.11,Y21H I. •-• ; 0, 5 't • * ' • ,; rc3erves the .1.-eferm1c,11 o any of t143 o to 1[:12 after tono bri..;.t.Ac anti aggrege74 ' vo uy resq.d.'...:Ailt, dlurforonc,0 aditated vpot: requst of ell-tiler party:, 11 of 10ct fl3 5 titi 2,1f 17,;;) :;),.4 31.1 !,‘ t int? progreofthzvk • vith Ws:%r Mri ft,:w Prodf4n11;seclirg .pintlitc3 shall rit.t bla t;.sed 410 5 11.:?..TAR i3 1citr Mort,:li' of 1 j O3 tho cditatruntic7in 1C)0 Ira .aTtcr enettoa of han i . 131/Jr-t:er t olf:tc 1:43:03.o thc. 7rd, 'FY' i't 4.) IrC rir • t If, after sufficient notice by the General Contractor, such other contractors fails to lay cut their work in advance of construction, such other contractors shall provide such openings, sleeves and chases and so forth et their own expense. No cutting or drilling shall be done without the permission and instruction of General Contractor and architect. 410 8.8 PROTECTION Protect all facing material against staining and keep top of walls covered with non-staining water-proof coverings when work is not in progress. When work is resumed, clean off all loose mortar from top surfaces. Lay no masonry when temperature of the outside air is below 40 degrees F, unless suitable means are provided to heat the masonry materials and/or protect the completed work from freezing. Heat the masonry materials to at least 40 degrees F and maintain an air temperature above 40 degrees F on both sides of masonry for at least 48 hours if Type M mortar is used, and 72 hours if Types S or N mortars are used. The temperature (temporary or permanent) of enclosed spaces with block or brick walls shall be raised at a rate not to exceed 2 degrees F/hour, or approximately 50 degrees F per 24 hours. 8,9 LAYING CONCRETE BLOCK All concrete block shall be /aid in straight uniform courses. All block walls laid below Lower Floor line shall be laid with vertical joints regularly breaking joints with course below. All other concrete block shall be laid in stack bond with all vertical joints continuous„ Provide and install Standard Dur-O-Wal reinforcing in every course of all structural walls laid in stack bond. All other walls shell be laid with standard Dur-O-Wal reinforcing every other course except masonry cavity walls which shall be reinforced as noted elsewhere. Mortar Joints shall have full mortar coverage on vertical and horizontal faces. All mortar shall be thumbprint hard before tooling. Joints in concrete block shall be 3/8" unless otherwise noted. Joints shall be compressed with a round jointing tool to a smooth concave surfaoe. The Contractor shall lay up 48" x 32" sample wall panels for Architect's approval. The approved pahe/ shall be protected during entire duration of project and block work shall conform to approved sample in all respects. All block shall be dry when laid. It is the intent of this specification that work of a superior quality will be produced. 8o4 8.10 WETTIqG ERTOW A7D TILE Wet trick, having; absorption rates (detormined in accordance with MM) Specifications 067) In wtcass of 0.7 ounce per minute, sufficiently so that rate of absorption when laid does not exceed this onot. Uniformly Trot units from 3 to 4 hours before use. Free units of water adhering to surfeces when placed in wall. 8.11 LUIRG ERICK Lay all brick plumb and true to line with lovoi and accurately spaced courses, with 411 corners pluub and true Brick shall be laid in running bond with three courses to 8" and vertical joints of are thickness as horizontal joints. Each 001.1:83 shall equally break Joint with course below. Scaffold for and lay all face brick from face side. Pet all plates, beams, lintels, anchors, ties, etcl in a full bed of mortar. rill solid with mortar and masonry, the space around all built-in items, unless othorwise shown. Use common "rick for all unexposed brick work unless otherwise shown or specified. La7 trick with full mortar Joints with mortar beds spread smoothly or only slightly roorowed. eLnter ends of brick with sufficient mortar to MI end joint0 fo:lucs in face be rekel to depth f.13ith and outside, joints tools ;01 3,1h a 1417.,71 tn scio etar ba3k into iolnts. be!.:;,- of all face brick with a rin:Anm of 3/61' of mortar imauliately before laying backup. Provide one metal tie in cavity walls at 161' c.c. vertical spacing and 24" 0.0. horckT,ontal spacing. Fr,---vide additional tic's below boars as noted on drawings. Provide vertical roinforceert 'Plots . Cavity s:all be kopl:, free of Torter drippings in a Jlann.lr appy.ova-1 by arohlto . Cavity face of interior wytho of brick walls shall be given a vapor bavria:. of one brush coat of water emulsion asphalt paint, to be accomplished by laying up interior wythc 16 in advance of exterior wyths. Provide weeps through wall at bottom of cavity et 24 ! 0.e. Provide membrane flashing where indicated, or where required to provide a water tight yell. Fill entire cavity with wator-repollent vermiculite insulation. Caro shall be taken to see that all voids within wall are filled with inoulotion. Install insulation as per manufacturer's instructions. hind in all beams, anglos, ate. recubed for conplotlen of the work. ho Osn°61-acto,, shall :Jay up 481102 ' samile wall pnnals for Architect's approval. The '73,W7W: panel shall be p?o'c=octed a.arinF Fnt:r‘7, duration of project and work shall fnfo-m to apcco-!,-.1 panel In all rspr:.cLa. It is the Litent of this specification • work of a 2'1D-ri6-3.' cuality will be prodiAa':-. 4114111 801? 1411511TCy bT4--PS Install mascley 0-70r openings Ls roquirol and as detailed. 8.13 GIVii -,-GT-Toy7 At complot m:Ion of work, point all holes or defec%ive ortar joints and uh,a-ro necessary c1'6 out anddefeo%ive joints. Protect onposed n.ssonry against e%sini om rg from tporary coverings or other sources and uipe off eaccso Tnortar as work pregrcsseso At oampletS.on of work, clean thoroughly all enposed masonry. If stiff brushes an e later do not suffice, thDroughly wet the surface with a watcr and scrub with a Rlution of not Lore than 1 part hydrochloric acid to 9 parts wate.f, followed f:mrediatoly by a thorough rinsing with clear water. If acid is wed, provide the n:,eassary nroixotion for other work. Do not treat green stain or offlor .:I esoce resulting from vsnaditm Faits with an acid solution. To remove this stsin follow recommendations of rasonry unit ranufacturer. 8./z GUITIPWE G‘Acrant:)e cll miboor.7 'Allis against molst.Jro pmot:?atng for a period of two years "rci 3 dotsc:cim7).1,YcicD of: buildInc",. 6O2 July 10, SECTION 14 MISCELLANEOUS DEALS Comm 6012 July 10, 1961 14.1 GENERAL Contractor shall furnish all labor, materials, equipment and incidentals and perform all operations necessary for and incidental to the furnishing and installing of all Miscellaneous Metal /*York called for on the drawings and specified herein, including 411 angle lintels, miscellaneous structural steel, steel plates, etc. All steel connectors between laminsted beans and concrete, steel and masonry, shall be provided by fabricator of laminated beams. 14.2 MATERIALS akasklul 1—Conform to ASTM Specification A7 Cast Iron Soft, Gray cast Iron, straight, sharp and free from inperfections, conforming with the specifications of the ASTv 14.3 SPOP DRAWINGS Submit shop drawings showing details of all work to architect fox' approval. Such approval is Tor sizes of material and design and shall in no way relieve the Contractor of responsibility for correct measurements and for aligning and fitting of work, nor from the resronsibility of furnishing all materials required by the drawings and specifications, although not shown on shop drawings 14 PAIIITIIM Clean all ferrous materlals thoroughly ene, apply one shop coat of Ruset-Oleum 75769 Primer or appoved equal. 14.5 WOREMANSFIP All items to be built into masonry are to be set by Masonry Contrector. Anchors, bolts, etca used in connection with rough carpentry are to be set by the carpenter. Erect all other items in a first lass manner by mechanics experiencedin erection of miscellaneous metals. 14.6 STEE;, ET.aksd Provide complete as detailed, the steal stair including steel pane, stringers, 'balusters, handrails, brackets, clip angles, etc. rood hand rail end concrete fill will be by others. Steal pans shall be formed from 12 gauge sheet steel and steel plate as detailed, and anchored to steel stringers as noted, All joints mall be welded end ground smooth. Anchor securely to concrete and masonry as detailed. Provide handrail brackets for Baptistry ctair. • 14.7 MAT RECE-]S FRP17; Provide complete as detailed, met recess frame in Vestibule 201 e -1 14.8 STEEL LINTELS Steel lintels for openings 4 a,.,0n and less shall have a minimum of 4" of bearing. Steel lintels for open;n-a over 4n-0n shall have a minimum of gn of bearing on each side of opening. Punch and drill steel as indicated on the drawings or specified for attachment of other materials thereto° • Punching and drilling required but not definitely indicated on the drawings or specified shall be done in the field. • 14.2 SEGTP-',W 16 :3C12 :July 16.1 rqiii27-TA • Co-zit?at.:ca, *I Pn6 inoldertalo and nil fc.T' and tho funtishiTlg and cTection ?.11 for I. inc11.1irg v.y.'fiLn.,-.7,1 screen anfl of 7:j0 cn CYTP bonetoriqlod 16,4 SECTION 19 ?KAI, WINDOWS Co nm 6012 July 10, 1961 19.1 GENERAL The contractor shall furnish all labor, material, equipment and incidentals and nerfonas all operations necessary for and incidental to the furnishing and installing of all aluminum windows and screens called for on the drawings and specified herein. Glass and glasing are specified elsewhere in the specification. 19.2 Winnyi Alumi:ium horiasntalpliding windows of the sizea and types shown on the plans shall be Sapphire Series windows as manufactured by Peterson Window Corporation, 700 Livernois, Ferndale, Michigan, or approved equal as manufactured by GLIDORAMA—Series 100, Whizoar Industries Inc. Windo-m shall '-sa paovidod complete with hardware including concealed plunger for sues poaiti n lockine and lock knob. Provide ressovable aluminum screens for all sash units, wiah tubular aluminum fra.ma and roviscabla 18x14 mesh aluminum cloth. Peovide removable aluminum 'lazing stsiea. Provide fabric weatherstripping at head and p'.astio wcathesatripping at lambs and sills. Provide all fastenings, anchors and reinforcing so required,. fauminum shall have staadard smooth mill fin'sh free Prom surface blemishes. 19.5 91.77C:UN TA71rdo,fs anfl rated nrts s.iall be er;cLad by trafned mechanics anproved by the romutuatIrco. All 'lintic,w:3 shall be sat in exact scsosdance with approved shop Craw-lugs, and InstaileC plumb and true and properly anchored in place. Securo calndowa and tria as detailod or 63 required. Set in mastic and calk as detailed. Final Adjust neat call be made for propea operation oT operating units after glazing and painting. 19.7 SHOP rahirrriG:-; Submit shop drawings to the Architect fan approval showing elevations of window, full size sections of sash and frames, details of construction, hardware and methods of anchoring window fram in opening 19-1 SF3TION 20 tlectiri 6012 July 109 1961 2%1 GIWPAT, The ontretr chall furnloh all lab3rD luaterial„. selipment arid incidentals and • perform all c)pIons neoessery for and incidental to the furnishing and installing of all sheet uetzl vorl: called for on the dry and specified herein. 20.2 MAMYAZ gclypnize4 ...irgn shall be Wheeling 0.7,:;.ratit; Comyslyis C0P-R-L1Y or approved equal. Festpniws clich nLils screwa, ec shall cal7anized iron for galvanized iron wrrl: and alminnE for elminum work. 0.3 PAINTIK1 urirm all galvanised iron at the ghon with two coats of RUST-0181.Tri #1386 PRIT or arinovad sidsc. 20.4 WOREI.isiim-, 1,?c,4 shall ;:;c., de,no in ac &nooiit t-,*n- stt.nda'Aa of workLanship of the trade. Fo.,„1-1 all Lc.e%ions LE (1 -lIad on the ca.J'amings. i.roe and EngIce sall be sharp and true. PlEin 51,j1.:r.ris shall 7.13 free fyl)P, 'a-avea o.2 hackles. E,3:c7(:r c- JcAlble ] cod ceam. in ficw. Pc" Wc72de alc' 0e3. cin 1ac8-1 sm.faces of flux, 2cs'apes, Ir :-. 1d enc.: bleAi9hes aftoT the work ia completedc -hcre alminv.A =g.09 in contact vith ot-'2jr Eatal, it shall be insulated with non- s:rrGaive °:t2.31-1t. 20.5 F1.ASPrfii:S "rovf-de and flnail as a"loimp the 115.3ec.:11 ,c iron lahiw eripaD etc. as Cotallc(1. Golv:=Inif.:cd iron be fcr.LA of 26 '7au.ge galvanized iron micas otherwise :11toa on the d5n rip at top of wall shall ba 20 gauge. 20.6 cur:,7 NcitA riuvfo Ln1”tcp5 n7,6 A'ALS r1,-;,7, 1 on drawing3 of 24 :et:d on isats C':7, 11.21C .2,a with yE8 ft?' ' -41 of I, no SECT IOa 21.. RtX% AN.2 ROOF 3NS L a I W Coma 6012 2 July 10, 1961 • 21.1 Grp The Contractor shall furnish all labor, materials, equipment and incidentals and perform all operations necessary for an3 incidental to the furnishing and installing of all roofing called for on the drawings and specified herein. All roofing shall be installed during d •y weather, and all necessary protection and temporary covering of adjacent finished work shall be provided to avoid damage by spillage or otherwise. All work shall be done in strict accordance with manufacturer's instructions. Work shall be performed by a contractor certified by the manufacturer of acceptable materials. All surfaces to receive roofing shall ba smooth, dry and free of loose materials. Contractor shp11 inspect surfaces to be covered, Laying of roofing signifies acceptance of deck by roofing contractor and therefore assumes the -responsibility of the final results, h?ankot insulation is specified in Section 22, 'Carpentry All metal fleshings are specified in Section 20, Sheet Metal 2102 7'lMEYA S Ro?firg shall be pitch End gravel, 7-year bonded as manufactured by Barrett Co., Raberoid Co., Johns--1'anvil?e Coe, or approved equal. 21.3 INSTALLATION OP VAPOR BARRIER Over entire surface of iced roof dock:, lay one thickness of 5q red rosin-sized sheathing paper, lapped one inch and nailed as required. Over the entire surface lay two piles of 15# felt, lapping each sheet 19" over preceding one, and nail to deck as required,. Mop each lap its full wiftho Felts shall extent up perpendicular 6t3 end left dry so that it can be mopped down over top of insulation to sea?. outside edge of insulation. 21.4 naTl' ',F 7Ar10.1 ! ROWING • 7qmediatsly after insulation is applied on roof deck, install built-up roofing in :strict accordance with pauttfacturex'a ii:<st. uctions for 20-year vended pitch and gravel roofing. Al]. openings rot ,h roof shall bs p :Accted by metal flange set in plastic cement and double f 7•' trapped ` '. 1 _ ` 4� . ± �i � .�3'l'WiA p :S-,e .e(; f��'�`••, t cad 15 hi T_?"G8o Laying insulation and roofing signifies acceptance of roof deck by roofing contractor and therefore asNw as responsibility of final results. 21.5 BASE rra rixlp Provide base fleshings when roof abuts any vertical surfaces, • Plashing shall be formed of roofing materials turned up at least 81' against walls, curbs, etc, , and covered with 90 lb slate surfaced asphalt saturated felt applied in strict accordance with manufacturer's requirements for 20 year bond. Apply similar type flashing at all covered cants. 21.6 CANTS AND EDGE STRIP sa+soma moo _msa_ �nvicerasr Cants and edge strips shall be wood fiber strips as manufactured by the Insalite Division of the Minnesota and Ontario Paper Company or approved equal. Page Strip shall be 1 5/8n x 18n. Cant shall. be .nx4n. 21.7 GUARANTEE TPFE Manufacturer furnishing the roofing materials and inspecting application shall furnish a 20 year surety bond in duplicate satisfactory to Architect, guaranteeing built-up roofing and base fleshings against maintenance cost for a period of 20 years Manufacturer shall inspect roof again at end of 2 years and notify owner fal writing of his findings. Provide and install whore indicated, skylights ss detailed on drawings. Skylight shall be factory asaesbled unit No. DD3232 as manufactured by Plastico Inc. Houston, Texas, or approved equal. Fach anit shall be complete, consisting of en inner and outer Plexiglas dome and an inner and outer metal frame. Domes shall be white transluscont Plexiglas. Frame shall be aluminum, with condensote gutter and weeps. Curb shall be framed with 15/80 thick wood mambers. Install in accordance with manufacturer's rer°s instructions. The Contractor shall provide a guarantee warranting skylight installation to remain free from defects of materials and workmanship for a period of two years from date of final,certificate. He shall repair an53.. replace such defective work, and other work damaged thereby, without extra cost to the 'honer, • • 21-2 SECTION 22 CARPENTRY Comm 6012 Ally 10 p, 1961 22.1 GEWRAIJ The Contractor shall furnish all labor, material, equipment• q pment and inci entals and perform all operations necessary for and incidental to the completingg\4f,.�.l l e!tr en work called for on the drawings and specified herein. Concrete formwork and millwork are specified under other sections. Erection of Millwork is specified herein. 22.2 MATFR IALS Dimension Lumber Construction Grade, Douglas Fir or Western Pine, surfaced all sides. Use for for studs, joists, plates, boards, blocking, bucks, grounds, screeds, furring etc. Laminated Wood Beam Architectural Appearance Grade Douglas Fir glued laminted members as manufactured by Unit Structures, Inc., Timber Structures, Inc., or Rilco Laminated Products, Inc. Lumber shall be graded in accordance with late WCTJA Grading Rule No. 14 and fabricated in accordance with latest requirements of AITC and WCLA. Moisture content shall not exceed 16% kiln dried. Adhesive shall conform to Military Specification MIL A-397B - Rigid, Insulation shall be Styrofoam '22 Q or approved eqqal, of thickness noted on drawings. Install as per manufacturer's directions. Perimeter Insulation shall be 2" thick Styrofoam SCORB(RD or approved equal applied to exterior foundations walls where noted. Insulation width shall be 36". Install as per manufacturers directions. Blanket Insulation shell be Fiberglas, 3" thick foil enclosed mineral wool or approved equal with vapor barrier and nailing flanges. Apply with vapor barrier toward warm side in accordance with manufacturer's directions. Cement Asbestos Board shall be in thick Transite asbestos panels or approved equal. Wood Roof Sheaths shall be lx8 Construction ahoodpo grade Do�zglas Fir W Woad sheathing shall be full 3 ," thickness after planing. Insulating Sheathing shall be 25/32" thick double waterproofed sheathing as manufactured by Celotex Corporation or approved equal. Exterior iyood shall be ERT-DF PA-AC Douglas Fir. Plywood of thickness noted. • ,Gypsum Wallboard shall be 37" thick as manufactured by National Gypsum Co.Bestwall Certain-Teed Sales Corp or approved equal. P Floes' Shy ng shall be 5/8" thick Plyscord unsanded Douglas Fir Plywood. Sheathing under quarry tile shall be EXT-DFPA-CC Douglas Fir Plywood. 22-1 Interior 'l. 4rood shall be birch or Sum-Grade A-2 of thickness noted for paint finish. der ioa Trim shall be grade C select ponderosa pine, treated, or approved equal. Hardware All rough hardware, such as nails, bolts, anchors, lag screws, joist hangers, etc. 22.3 GRADES AND SEASONINGS Grades shall conform with the specifications of the Association of Lumber Manufacturers • producing the materials specified. Sizes are standard yard di-rensions. Materials shall be free from warp that cannot be corrected in the process of nailing. All lumber shall be live, sound and commercial dried. 22.4. WOOD GROUNDS Provide wood grounds and blocking of size and shape required for securing wood trim and where required to secure other equipment in place. Set grounds true to line, level pr plumb, and well secured in place. wood blocking or nailers on steel framing shall be bolted thereto. Provide nailing strips and furring strips where shown and as required. 22.5 cJoDaC S Provide wood bucks where shown as de-:.ailed. Construct bucks of 2li stock and of width shown or as detailed. Brace, set straight and plumb end anchor with anchors spaced not over 2 feet. 2206 A C v`1s Provide meta1 anchors, bolts, etc. os' types and snacing bast suited for fastening wood backs, grounds, furring blocking, etc Use hardened steel nails, a pension screws, toggle bolts, self-clinching nails, metal plugs or similar fastenings. Do not use ?good plugs or nailing blocks. 22.7 PI:tESTRVATNE ` EA112 T All wood nailing strips in cant strips, and wood blocking under gravels tops shall be pressure treated with a peetachlorop":Semi water repellent, conforming to Federal Specification TT-W-572 or approved equal. Treatment shall consist of a vacuum treatment with 20" of vacuum plus a 30 minute soak and 25" revec. Bruck coat s..rfacos out after trot.t.m3Yr, ?:Tl h a heavy ca a3 s? s_u .� ��. c :"i.T�t�.�e's o aoe Provide a install a : s o i,�i Zi,��•_"f,? an a a^ti•• �?�{: L c:G i'C3 .,� .,. -a n c3..� �* ,.iioA Ar,i.w x _ ai'�'''c�«i«. �.:•nJ's��i'z.I�� E' 4 spec .find heroin, or required for proper" instal tion of carpentry and t,i]J ork. Nails .3 b, cre3 b 4 0 � �� =� � � "3, l.Cllii�, ,'}O<�'•e, !u"15 ,3:sS� End similar i':,::"t:'s; 3T.alA be of ;:3s.ze? • end types t.o rigidly secure members f.n piece. Apply hardware specified in Section 33 All hardware shall be fitted before final coat of paint, stain, etc. are applied, but shall be applied after painting is completed. Hardware shall be sat plumb and true in e good, workmanlike manner, properly fastened and adjusted to work properly. 22.10 1. OF` MI LLU K • All millwork specified in Section 23 shall be erected in a neat, substantial and workmanlike manner All work shall be left smooth, free from hammer or tools marks, slivers, open joints, etc. All joints shall be absolutely tight. All work shall be plumb, square, level and true. 22.11 LAMIVATED w i R1 Provide and install laminated wood beams fabricated of 1 5/8" laminations of the size and profile indicated on the drawings. Beams shall be given one factory applied coat of sealer stain and ends one coat of end sealer. Sealer Stain shall :Latch color sample approved by Architect. The fabricator shall deliver members well wrapped in water—resistant paper. Beam fabricator shall provide all steel connections between laminated beams and concrete, steel or other laminated beams except where connector is fastened by welding to structural steel. Connectors shall have one coat of shop applied rust inhibiting paint. Provide shop drawings for Architects approval. 22.12 GYPSCdUALLYMED Wallboard shall be applied in accordance with marnufa.tun er gs directions. Al]. joints shall be treated with perforated tape and joint cement. waliheads shall be Tilled with joint dement brought flush with the surface of the board. 22.13 ROOF SPFATHIG Roof boards shall be 11E8 shiplap, laid with staggered joints and nailed to joists with rosin coated nails. Contractor shall have option to substitute exterior plywood roof sheathing in lieu of shiplap boards. 22.14 WALLS .a PARTITIONS S Frame walls and partitions with 2x4 studs l6 o.c. using single bottom plates and double top plates except as shown. Archer as detailed. Double studs at openings and triple studs at corners and in•terse eticnj of pertitio_is. Frame to receive trim, cabinets and work of ether trades. • 22.15 1,Niti'IIT All work shall be out square on bear it closely fitted, accurately set to required el lines and loves, adequately teased a_d rigidly y soce, in lace. Wailing shell as shown or In acce donee with good S''' 3 1E,. a o ; s shall be eI od to F 7e 4d e i uT acei for finish mat ,ay s ems. a.. w or . .s. e� .+e.�.a. s:.: is L4 s�i 'f v.. 17a ,_.{ r:. s's�' )^a to .._, s. .1 C_'. ..�3 _. ) .i`c%C)i.� l s ioa-.. C> ...,. 2207.6 AtTY my!3?-47a 7F, Ustorproof 1-01:zbrans pan for Dapisty shall bo 8-ply Kraft reinforced sheet as manufactured by Compntitci Shower Per, inc, or ravy.oved equal. Install pans in strict accordance with roneactureT2 instrutions. ?est for leaks for 24 hours by filling pan with water andpluggilw drain before tiling. 411 SECTION 23 MIL LP RK Comm 6012 July 10p 1961 23.1. 0 e'AL The Contractor shall furnish all labor, material, equipment, incidentals and • perform all operations necessary for and incidental to the furnishing of all millwork items called for on the drawings and specified herein. Erection of millwork items will be done under Section 22, Carpentry. 23.2 =TRIAL Clear Grade White Pine or Grade C Select Ponderos Pine Natural Red Oak Interior Plywood (concealed), Douglas Fir INT-DFPA-DB Interior Plywood, Plain sliced Red Oak G Interior Plywood, Plain Sliced Red nak, Grade AA and A3 23.3 GRADES Grades shall conform with the specifications of the Association of Lumber Manufacturers producing the materials specified. Sizes are standard yard dimensions or es detailed. Material s shall be free from warp that cannot be corrected in the process of nailing. 23.4 mix AK) SWONI All lumber shall be live, sound, commercial dried. All millwork shall be kiln dried to the moisture content values recommended by the Forest Products Laboratory, Madison, Aisconsir_ for various wood items at the time of installation. 23.5 SAMPLES Submit samples of all wood work to be use& 23.6 §HOP DRAWTNGS Submit shop drawings of all nillwor k items to the Architect for approval. 23.7 limilzump All woodwork shall be finished smooth. • Interior woodwork shall have a fine, s oovh finish, free from machine or tool marks, atasions, raised grains, ate. on of posed surfaces o 23 1 Asscmbl:, all oeYnst work, -,111'Ne-k an trin in tho shop 1-:1 as largo so-.:ticns as practicable and dslf.vr to building for erection With as alw field cons :tion joints as rosaib:e0 Joints shall be tight and formed to conceal ebrinkage. ConsidEr the effect of swelling and shrinkage and fasten and join work so that parts will not open mitres or split from shrinkage. Provide necessary blocking and anchors to be built into masonry, securely fasten woodwork in place. Saw kerf the back of all pieces where necessary to prevent warpigg. Work will hot be accepted which has warped swollen, twisted or shrunk after erection. No interior millwork shall be delivered to the building until plastering is dry and window openings closed. 23.8 ILM DOORS Wood doors shall be of sizes, thickness and design shown on the drawings. Exterior Wood Doors shall be Algoma-Yale Weldwood staved lumber core doors as mani:fac';nrea by United Statoc. Plywood Corporation, or approved equal. Cores shall be relied on all sides with cedar heartwood edge bands. Doors shall have 28 gauge aluminum moisture protecting bottom and top cap Tlashings. Interior fees vonears shall be plain sliced red oak !or natural finish, except door No. t15 which may be paint grade hardwood. Ertericr face veneers shall be Weldwoed Duraply or approved equal for paint. Irtefioy: Wesel Doors Noe:. A5, A67132, V and E shall be Weidwood Institutional 7-PAY flush panel hollow core doors. Mengel-A-de as manufactured by United States Plywood Corps, or aperoved equal. Door BI shall be "dutch-door n complete with solid red oak ledge as detailed. Coree shall be railed on side edges with red oak edge bands, doable thickness. Face veneers shall be plain sliced rod oak for natural finish. jerioi' Welpd Doors unless otherwise specified herein shall be -4eldwood 7-ply hollow core flush panel doors Mengel-Made, es manufactured by United States Plywood Corp. or approved equal. Cores shall be railed on side edges with red oak edge bands, double thickness. Face veneers chell be plain sliced rod t),17i for Ititul^ 1 finish. B ro7A.c Doer Woo Al3 shall br, A.Tgoaa- ade 'ie:".:71ood flush panel -cinc..11,1 ewe 0 wood veneer door as atinufactured by Vnil;ed States Plyi)od Corp or approvcd oc2ail and shall be constructed to conform to nideauritons roqu'..:/acl;s0 Edgetanding s:all be fireproof treated herdwocdo ••, Face veneer on Room No. 110 side shall be plain sliced red oak for natural finish. Face veneer on eenh • Rm No. 109 side shall be hardwood for paint. Label shall be attached to hinge side of door. Traneos; Panels above all interior doors shall be of construction to similar to the respective doors, unless otherwise noted on the drawings. Transom panel veneers • shall be plain sliced red oak cut from same veneer panel as respective doors and shall match in color and graining. Red Oak bottom edge band. Bottom rail in transom panels at Doors No. B2 and B5 shall be 3n minimum width. Secure panels in conceslod manner approved by Architect. All doors and transom panels of similar construction shall carry a two soar written guarantee on materials and workmanship, and shall provide for ropleoainont or repair of materials if defective under normal use and shall provide for a reasonable a allowance for rehanging, refinishing and other work necessary due to faulty mater;.els or workmanship. 23.9 WOOS? DOOR AND WIrDOW FRAMES Provide all exterior and interior door and window frames constructed in accordance with details shown on drawings to receive wood doors, insulating panels, windows and fixed glass. Applied stops on exterior shall be set in white lead paste. Prime backs and unexposed surfaces; Operatingwood sash and screens shall be as detailed complete with 13xlL mesh aluminum wired Saints of assembled members shall be t_Lght2 and n securely is n it d i in Section 31. to exclude water and set in white lead east's or other material a rve ebteArched factts tExposed surfaces of finish woodwork shall be smooth machine--sanded, ready toreceive� paint. Nailing shall be blind where possible; where face nailing is used, nails shall be set foe putty stopping. Door and ki_adow trim and moulding shall be single lengths, without splicing, and cornea mitered unless otherwise shown. Exterior frames and trim shall be Grade C Select Ponderosa Pine or clear Grade White Pino. All wood shall be given a wood preservative treatment consisting of one heavy coat of RLumberlife" as manufactured by McCloskey Varnish Co., or approved equal. Wood shall be treated after being cut to size and before installation. Interior door frames, door frame trim, borrowed light frame and trim in Room 101 and trim at partitions around lapistry shall be nature/ red oak far stain finish. Provide red oak louvers and frame above Door E7 complete as detailed. 23.10 Provide wardrobes in Rooms 208 and 209 complete including frames, trim, doors, shelf, hangrod, etc. Hardware is specified in Section 33. Frame and trim shall be red oak. Doors shall be 1 Van thick, hollow core, plain slice red oak as specified above. Shelving shall he 'An plywood for paint with hsrdwoo> edge strip. Hans red era i be 1" round galvanized steel pipe complete with flanges. • . 23.11 WOOD EANDRAIL iike=1.402•NO Provide red oak handrails complete as detailed for Stair 200 and Baptistry stair 23.12 SERVI71 pOTMER Provido complete as detailed, the serving counter between Roams 202 and 204y Trim shall be red oak. Top and nosing shall be white Formica or approved equal,. IIIPass door shall be Wovoply for paint. Hardware for door is specified in Section 330 Provide steel 1ego 23-4 CA LK AIL 'Jomm 6012 Jilly 10, • 24,1 LiTai:‘,7R A rhd f'-.:t-nish all 4-24q:.pla,:.-irr, and inoicIfintaIti and -rforr all 0,-.,ertione ne,..,ensary :A/A Lo np . try all c,laslay.g apd .,;.*atherstrirpin snownCl the •IrEl..-fitr.:13 6'11pi i huroAn, ror 'lefad snd pg:eov, oroeitiii..,,t or siktz--wic, Ghambow::.aiA avlprovoti oqq.tni. -'31APIt tno rx.,.:tot for 1:4111:AL;:Jiln rn2 cf wt;.11.1 2v: l au_'.:4,b1,A3. ':sEn ovids lylth E01/..1 tC. I rnej..7, al'7217i1Z I. kltf* 'deb fly-A • `.• ,',. • -F, SECTION 25 LATHING AND PLASTERING Comm 6012 July 10➢ 1961 25.1 GENERAL • Contractor shall furnish all labor, materials, equipment and incidentals and perform all operations necessary for and incidental to the furnishing and installing of all furring, lathing and plastering and stucco work indicated on the drawings or specified herein. All electric wiring, plumbing and heating, piping and ductwork must be installed and accepted by Architect before plaster work proceeds. Before starting work and as work progresses, examine work and materials installed by others that apply to plastering and immediately. notify Architect in writing if walls, ceilings, or partitions are not square, true, plumb and level, and if any other condition exists that will prevent satisfactory results. Commencing of plastering shall be construed to be an acceptance of all claimsor questions as to its suitability to receive plastering, and any removal or replacing thereafter shall be at his expense. 2502 2 _ CHIC► Close all exterior openings necessary to protect plaster from damage. Protect all wood, glass, tile and other finished work. Provide watertight boxes under all water barrels. Mix plaster in watertight boxes. Place three thicknesses of tarred felt extending 6 feet beyond the otter edges of boxes or piles of mortar. A week prior to commencing plastering and continuing until all plastering is completed, im maintain a minimum temperature of 508F. Protect plaster from freezing and too rapid drying. After plaster has set hard, provide free circulation of air. 23.E S OLDIs Provide necessary scaffolding staging and similar items required for proper execution of plastering work. Coly with local and state laws. Erect so that it will interfere as little as possible with work of others. Promptly remove as soon as plastering is completed. 25.4 MATERIALS Metal &id shall be standard galvanized expanded diamond mesh weighiq not less than 3.4 lbs per square yard. Metal lath for stucco on walls shall be galvanized self furring diamond mesh lath weighing not loss than 3.4 lbs per square • yard. l - channeleshall be cold rolled channels weighing 475 s per 1000 feet. ) �stt Chore, vas shall be co'd rolled channels weigh' ng 300 lbs par 1000 feet. ��o 5-1 7efete3. Cesines for plaster stops to terminate plaster against other materials wiTon not covered by trim and elsewhere es shown shall be USG #66 or approved equal. Geeing shall have ended metal bonding flanges. eccoesories provide corner beads, cornerties, 3" strip lath, metal screeds, etc. as inCiitiproympailmabic. requieed,, gmale3 lath shall be 3/s" thick plain "Eock jjath" or approved equal° Eiriaml2jaster shall perform to ASTM specifications C280 BatteE2Et USG Red Top gypsum cement plaster with sand added at jobsite or approved equal. Contractor has option of substituting uSG 'Red Top Structa -ate" premixed perlite gypsum plaster or approved eqealo siiCeat shall by gypsum gauged lime putty trowel finish (USG Ivory Double Hydrated Lime and Red Top Gauging Plaetor or equal) except where acoustical plaster is noted. Acouv4cal Titda shall be Zonolite acoustical plaster with SPRA-.Wyt finish as manufactured by Western Mineral Produsts Co., or approved equal. Thedraeed shall conform to ASTM specification C206, pressure hydrated° rtleed Oament shall conform to iSIM specification 0150 $ard shall conform -;.lo ASTm specificatior 035 itter shall be clean, fresh and suitae/e for domestic consumption° P5.5 pleetsr dleectay on gypeum letho Ferred ceilings shall be ceistruected as detailed usieg 3/4" furring channels, Epreeed not to exceed 157e° 0.0. attach ed to supports by two strands of #16 gauge gelveeized wire or 4-'9 gauge heripin cIipeo Provide furring where shown ad as requird to conceal all piping and ductwork on walls and ceilings of finished room Provide furring over chases where shown and as necessary. Provide the necessary furring and plaster accessories required for all recessed items , such as light fixteres„ access psiels, etc. Do all requieed cutting, punching and fitting of furring work required for other mechanics foe fastening other work. 25.6 SUSPENDFD9FILUM Suspended ceiling shall consist of the following: Hangers shall be # garee galvanised the spaced not over 41 0" along runners and :3000 coo, in other C3-ectionso Cie:1nel eueners ;3'1E13 te spaced not over 3vo" c.c ettaehed to hangers by rieocivo of a Eaddle tie or triees of hanger wl:'o around the Teennelo 3/4a furring 02eleeels space-1 not to eece3d 1X" ooe. erected at right angles to 5.u.naly channels arid et;.acted by two trends of fi16 gene galvanized wire er #98aupe wire ! airpia clips at each eeeesiego ee 25.7 LATIUM Lath all walls and ceilings except as noted where plaster finish is scheduled with gypsum lath installed directly on wood studs and joists. Apply with long di"ension across the supports, staggering end joints in alternate courses and nailing lath at each end and intermediate beams. Cut accurately and fit neat around electrical outlets etc* Reinforce internal angles with cornertia and external angles with corner beads. 411 Provide and install metal lath where shown and as required. Install strip lath diagonally across all corners of openings. Lath all walls where stucco is indicated or detailed with self-furring metal lath installed in accordance with manufacturers recommendations. Lath stucco soffit on west and toiletroom ceilings with metal lath secured to wood furring and metal furring respectively. 25.8 GROUNDS Grounds shall be set to provide the follwing minimum plaster thickness including lath and finish Gypsum lath 7/8" Metal Lath 7/8" Acoustical Plaster 11" Stucco 1" 25.9 PLASITRING Cvnlaym PlaS1447 P0,9 Coat Use onall surfaces to be plastered excapt where stucco finish is noted. Mix plaster in strict accordance with marufacturergs instructions. In tsn-cost work oven gypsum lath, aspl:r base aoat with sufficient material and pressure to form a goad bond, then dcub,.o back immediately to bring plaster out to groin:do, straighten to true surfac Iti rod and darby, leaving rough enough to receivo finish. work In thres-ccat/ over metal lath, apply first coat with sufficient material and pressure to form a good bond on metal lath, than scratch to a rough surface and allow to dry fiirm and hard, then apply brown coat to a true surface with rod and darby leaving rough enough to receive flnish. Lime Putty'. rowelF5aish Use on all surfaces noted for plaster c!rzcept where stucco end acoustical plaster are noted. Mix plaster in strict acaordance with manufactareris directions. Apply when base coat is partially dry. Scratch in thoroughly andimmediately double back to fill out to a true even surface 1/16" to 1/8r thick. Trowel at /east once before final set, and water trowel during set to pride a dense surface for 40 decorating. "!3rusb with cloan water cnly. j;A:louetIo9/ yl..3a1Or nnish Use .711 all surfaces an uppar floor noted for acoustical piaster ceiling. llo2t coat shal2 he applied to Gypsum plaster bzco-lont while bavocc.at is scj11 v-aset. Aliow to d an6 al,c b/ 7tchtre :.. full ,thitkzez,3 or Zoroli-a Acccqticel P 7- .tor to 1 t..:=uo LA: r1 and alloi to • • If , ^,, , .3. ^ ,^ ^ e 1-*-3 specifications for Acoustical 'Plaster. 25.10 STUCCOING Portland Cement.Lime Plaster Basecoat Use on all exterior surfaces noted for stucco finish Scratch coat proportions 1 bag Portland Cement 411 2 bags lime ? cubic feet sand 2 lb fiber or hair Brown coat proportions: 1 bag Portland Cement 2 bags lime 9 cubic feet sand Scratch coat of 12E112121 Cement Lime plaster shall be applied in a full 3/8" coat, with sufficient pressure to force it through and completely embed the metal reinforcdment. Cross scratch and after set damp cure for not less than 48 hours. Brown coat shall be applied over the dampened scratch coat in a full 3/8" coat with sufficient pressure to form a good bond, rodded level and left rough, using a browm if necessary. After set, damp cure 'Thr at least 48 hours before applying the finish (third) coat. Damp curing of ma§ coat shall be accomplished by applying water in a fine, fog spray. Apply only as much water as is readily absorbed. Frequency of spraying required will dop:nd on the weather exposure, More frequent application being required during hot, dry Lnd windy weather. Stuac'o Finish Apply USG mill prepared "oriental Ele.eror An stucco over Portland cement—lime plaster base coat in strict accordance with manefactureros instructions. Areitect will select color and Mich. 23.11 CUTTIN(1, FITUNG AND PATCHTNG At such times as ordered, and after all mechanics have finished their work, point up and patch all platering, rake out for same where necessary, point up around trim and other set work, and leave all complete and perfect at, final completion. Cracks, blisters, pits, checks cr discoloration will not be accepted. 25.12 REMOVAf, OF RUBISH Remove all plaster, rubbish, plaster from floors, glees, etc. and leave building In a clean condition, ready far ether work. III 25.13 OTTAIILYM3 Grantee the adhesion of nester on all surfaces for one year from date of =7plei:don and acceci,ams, an rLeponsLpility for any damage 'resulting from fa13 l5t durn7 this Guarantee for tvo years against poppin3r or znor defcts Con 6012 SnTTOW 26 IERAvTC THE AND MARBLE 3111;y 10, 1961 261 GENERAL The contractor shall furnish all labor, zatcl-ial, equipment and incidentals and perform Sall one-rations necessary for and incidental to the furnishing and installing of all ceramic tile and quarry tile called for on the drawings and specified herein. 26.2 MATFRIAIS All neterials shall conform to reouirements of Basic Specifications for Tile Work, issued by the Tile Manufacturer ' s Association. Before proceeding with work, submit to Areitect a certificate of grade of tile in the form adopted by the Tile Manufacturer's Association. Fort1Tid Celrent Mtor-proof type, of standard manufacturer, gray or white as required. Sand Sharp, washed clean and unifonmly graded from fine to coarse as follows: For pointing mortars, 100% passing No. 50 screen and not more than 5% passing wo. 100 screen. For all othn. work, 100% nassin7 ro. 4 screen said not more than 5% passing No. 100 screen. cuerry : pg, Standard grade, extruded square elge tile with corrugated backs, of color, size and pattern selected 'DT ArcYtot ES mmafactured by MOS130 Tile Co., or approved °cue/. "Provide step nosin;7 units as detailed. 0examc czi1,3 s*;andard grade, cusalen-adge, dust-:rased, white non-vitreous body, mrichina mndc 4 glazed wall tile as nanufared by NCYARC Tile Co., Lmerian-Olc,,ar Tile Co , or approved equal, of color selected by Architect. c; 21:1e, Llominp: standard grads, natural clay ty:e of color, size and nattern selared by 1;rehileZ a'utai ; samples of all tile to Architez..t for approval. 26.3 sETYiwg: Set and grotIt all tile work in accordance with requirements of Basic Specifications for Tile Worl: L'Elej by Tilo m.a.nufac.:;u:)-el's yJovide reinforcirr, vssh in bed as detailed. All tAe shall ba s•3; in aorta ssttIig bed mi!1:42, one part Portland Cement to 1 parts sard. !Jig?, :;n 1TM in to':,h dil-ocnE. No EteE,gcr,,,:d loins will te Lay out tile so that no tile lesa the I-112 ai cccu' s, Slope to floor Cezatiz as reoulred. Use gl.ay e;:ant c70,-.ting fLo tile end. white com)ut for grouting wall tile. 26 Ciyerr: TrCe, 40 Do all neoery cu%ttny, fitting snd drillinE tc -cco=data the wo.A1 of oth,sirs, es e2cwiT on the 6rs5np.; Ltd as specified in othcr acc'Aom of nlos in: rcyrï confon ef tie nr and at 31121 "::,:;.110. -ri17 tcct, c7s, r all :o:.nt any in loints salru , ay fact±va :k0 sh: .2. he e c71: ' cry.7. fn ' 7 '" 3, S17, IGN r,rpi r2, T7? . ; 1.1 r `'? . f ' I43'7CT01.., 411 Th3 fusi--,714;h ZI1 LIntori,4, equiPme mid incElcntals ETA Perform allq,F2ctions nk2 .:-o,:311-tr-y for and .3.rfAC:en-...,a1 to the ful-nishing and installing of all viayi-asbast,cy, tile eopl-tmlt tile vc.41Yoer base called fop on the drawings and spocified 29.2 ;11,.,plivA1a ,Asltr7!4; T110._ shall '72is latory waT,)d; 1/8,' thick, 9"1:cr, mcrbelised of standard colors naletod from col3r c'onfolF17.147 to requirements of Federal Spscifications 55- an,3 tis r of Ara:strongConk Co., Tile Corp, johns-Yanville, or npprzived yi7122. TJAci be rxe.7,1cn "...Imperial Tile as manufactured by rIrmstrong Cork or appi-o70 Tile shall be 3/32'1 thick, 9tix9" of color and pattern selebted by and thc_T• hly :.'esistant to alkali, grease and oils. :ATT2k1,:, F:ssp ;Mall s- --on t-dpe„ fisz7:-Jle„ 1/8° thalck, black, Lhi911 as manufactured hy 11:_n:3tron -lork Or trowoved equal. Al! inter-nal an6 external corns.,.' thell be f.,tnd eare. 1-73tIK:Tf'D, f :2,3coiaiilzinded by 'MG I iors arggfi 1-5,7 - ;..;o upprvval, mid 17,otify of defects c..;:i? TInovane53. of of 31111-fne and ass-iy,Vcdon or ros>::n3ibility of fLnal Slyl-fsior bo 0.i! dirt, 171'saGs or oil, and thoreug!..11y dry. ibles rind tr&oki sh%,117). If) bc?orri any tqc, T:jaintLin rekng,„: au.cl sil -flu,*.ro at 70t:T.' m.iniuum for at least 48 k-om-s bafo: „ 6ari..1g a-T.:4.:;,(7.:F4 „ ter:taok ts in roof.' at thasa tel-npel.a tur S 24. hours before zir!...mc.r and a3: ::; a "-ZatZ.I'lai and 13y and fit fIoo ti n acoh ca El; roc 3dat ons 1,€7 with joints tH4:13--,t and jn t Iny q,ilo to fitai, .th 11''"L7 Z9,5 qpWavOPTDFINISH:1We Glotd.0 surfeeos or all aboYa matorttals apply owl' coat of wvx. polished with a btXfer all In a000rdaLct t.c.Rh manufaauTr)o reommeildationee Prc,teet. iL had flops sub:kt-'t, tc with hoEv papera, Uponactnpivtdo.::4 leave floors ataiAtit'l pitb aDe, fie,5 from tkki frld pro.jecZing edgae, SECTION 31 GLASS AND G7�A. s�+!�C Comm 6012 July 10, 1961 31.1 GENERAL • The Contractor shall furnish all labor, materials, equipment and incidentals and' perform all operations necessary for and incidental to the furnishing and installing of all glass and mirrors shown one drawings and specified herein. See drawings and schedules for type, sizes and locations of glass required. 31.2 MATFRIAT.a All materials shall conform to the related provisions of Federal Specification DD-G-451 Glass; Flat for glazing purposes. • Heavy Sheet Glass 3/16" thick, 'Ao quality, plain sheet glass Obecure Class 7/32" thick "Factrolite" or approved equal. Glare Reducing Glass 7/32" thick, Pennvernon "14" Graylite or approved equal 1/8" thick Pennvernon "31" Graylite or approved equal. • D.S.A. r;lass Plain Sheet-Glass Double Strength "An Quality Oleos +" thick, Mississippi Glass Cove polished, welded Misco Wire Glass Varror src3 Phelf Combination Stylemark's 100-10A or approved equal, frame and shelf units. Mirror shall be 4" plate glass, elects o-copper backed, 20x.48 size. Omit shelf on one of three units. Glazi_ag Coma Tremco No. 551) Polybutane Bedding Compound or approved equal, for all channel glazing or bedding of glass. Color of material shall be selected by Architect. Face Glazing shall be 1REMGLAZE or approved equal! Glazing of aluminum sash shall be with plastic taps approved by window manufacturer. • Submit samples of glass and glazing compound to Architect for approval. 31.3 GRADING AND LABEL All glass shall be graded in accordance with these specifications and ea& light shall bear a label showing strength, grade, thickness, type and quality. Labels must remain on glass until it has bean set and inspected. • 31.4 G SSIZ Obtain glass sizes from the work at the building or from the manufacturer of frames, sash, etcl in which glass is to be set. If thickness of glass, s :eeified above is insufficient for the size of opening, notify the Architect before proceeding with the work. '.. • . 3> ... i a hh... ,e. ar;i' .... ....E .. ,. . . ._ 1, i... • SECTION 33 FINISH FARDVARE Comm 6012 July 10, 1961 111 33.1 GENgRAI Contractor shall furnish at site all finish hardware as listed and grouped in the schedule, as described in this specification and as required by drawings. Installation of finish hardware and furnishing of rough hardware is indicated under Section 22, Carpentry. Should items of hardware not definitely specified be required for completion of the work, furnish such items of type and quality suitable to service required and comparable to adjacent hardware. Submit complete hardware schedule for Architeels approval before making delivery. 33.2 mAgmuAL The numbera in this specification have been taken from the catalogues of Russell and Erwin Laurence Bros. Glynn—Johnson Corporation Detroit Rardwaie Company iliawatha Iletaleraft 1LD0 Ivee Compvny 13.3U. FWEIE iyzrduars shall ba east, cold forgede or wrought aluminum except locksets, :74eeeete and thoee other items not manufactured of aluminum. These items shall be east or wroughc, bronze or steel in US26D dull chromium. 13.4 REF:4412 All kick pletce shall be 26 ga lin le' o than door width, and in the heights as feldiveted on tho rehedu'eo„ unless otheevise indicated. 33.5 =SW Only olosers with complot.e box cevc.rs es Norton WOO Seeies or LON 4000 series aceepted, es equal. Si-es as reo:nmeelded by manufacturer. 3e.5e Lecleaet1 Leeksets by Cerbin, Yale, Soblage or Sargent only will he considered as equal. 33.6 7,Aculs; jam nu:QT.; All items ahall be properly end carefully packed to guard against damage in transit. Tech !Troup s1-z11 be packed ea:ea-eat:Ay and shall be elqn .7y marked to show its cc teats and pinue in beileelee fer ebLeh it is intenIez2, e'e 33.7 ACCaSSORIFS All hardware shall include all accessories such as screws, bolts and nuts as required, and shall be of proper size for purpose for which it is intended. 3308 .1gYEIG • All looksets shall be master keyed. Specific keying instructions will be issued by the Architect and ironer at a later date. Supply two keys for each lock and six master- keys. All keying shall be done at the factory where adequate records will be kept. 33.9 HARDWARE M0SNT iwQ HEIGHTS Unless otherwise required, door hardware shall be mounted on door as follows: knob a. Locate locksets and latchsets 38" above floor line. b. Locate s uehplates with center line /8" above floor line. a. Locate regular door pulls with centerlines 44" able floor line. d. Install cylinder deadlocks with centerline of cylinder 54" above floor line. 33.10 S' c Supply 353 for each door, unless other wise indicate. If conditions will not allow use of 353i supply 21 0i 2O9 -, 494 where required 33.11i' . • Butte as manufactured by Laurence Bros. or Stanley 600 Series, will be the only types acceptable. Finish shall bo dull chromium plated on steel or bronze. The following shall be ussrl a5 a guif:;c for Aroperly equipping all doors with butts. Doors to 8" butts Doors over 88n E'.•. butts Doers 1 3/4" thick S 4. UUtswinr ing Exterior Doors DB4101A }'P Doors w/closers and over 1224101 or Eli4100 3 g0" vide All others 2481 or 2480 33.12 HATID artf, SCIFEDULFz 10 Mir of Doors Al. (each pair to Yana) 4 pair butts EE410IA 43721 260 1FP 2 pulls 715 Elk and SS 2 push 775 Elk and SS • 1 deadlock 1205 2.D 2 flush bolts 298-l2'° 26 D 2 door closers 105C1Ct3-2 Slit 2 kioh_pla tes 116 10" 28 2 stops and ho'ldcrs 1420X threeho.4d 74 H 56 Algm P£.i- aetragal s 1 5 .. 'zel'o • 28 2. Single doors B11 (each to have) 2 pair butts DB410LA 4 26D NFP 1 lookset 440 Bad 26D I stop and holder 1,120X 28 1 threshold 74 ..›Ic 56 Alum 3. Single doors A14 and A15 (each to have III 2 pair butts BB4101A 4 44 ii 26D HFP 1 lockset • 440 5/8 Had 26D 1 door holder 0j80 series 26D 1 kickplate 116 1011 28 1 threshold 1833A Alum 4. Single B label doors A13 (each to have) li pair butts DD4101 4M4 26D 1 latohset 410 Bad 26D 1 door closer 59C SBL 5 Single doors Al2, B5, B1O (each to have) Ii pair butts 2481 4,44i 26D 1 locket 340 5/8 Had 26D 1 stop 353i 28 6. Single Dutch- Door B4 (each to has©) 2 pair butts 2481 47k24 26) 1 lookset 340 5/8 Had 26D bolt 5/Si 26D I stop and holdor W2OX (upper Leaf) 28 I stop 210k (lower Loaf) 28 7. Single doors BS, 39 (each to have) 14 pair butts 2481 4Wi 26R 1 lockact 346 Had 26D I stop 3534 28 8. Single Docve B2, B3 (each to have) If pair butts BBL101 4iO4 26D 1 pull 775 B1k-SS 1 push 1200 16"x61 2$ 1 door oloss? 5005-1 SBL 1 kiok0Ato 116 10n 28 1 stop 353b- 2e 9. Single Doors A5 L6 (each to have) 1 12- pair butts B34101 4/x4 26D I pull 523 o,s. ;.r.i 1 pmh 1200 16K6" 28 1 0,.: cics30-f 5003-2 S27, 1 kikplaa 116 :101' 23 1 Lttop . .".:-.S 10. Siy-ig7,,73 h27 ) 77-2 • c-,7; Af A1 All, nur %:caola to hasvo butto 2481 2f.,0 1 t 310 st..a.-p 120 Z6T, 30P 7yos.::,) t (cclo-zd.al) 2210 23') 1-A1T: Tft t7i`..-1;7.J: 85D 25D • 6'112 July 10D 191 • J.! rjr la s Inel.c.37.11-11..,alciici 'IF, tit tel c.; C ! c:Y9 c.t Oi.:; 1 r 3 • i,:ric-.;A:f"%fi..,-..,K1G Lies )11 3 0 i:11, r Ottl r 6E,;,a)NiIng FH! I 'j7,,<at 14f t. er :1 as 1'71 br.v.3 F 1V1 .111:• C ' f!',1.7c(r. ri.1)(1 -1. cr i"'J41c.;1.-1 p 1,317, c: tzci- • • • • e .� i. 5.1 �:'.:: i �. % .�..Js...� ... � :i� ..:, 1� 1 f• C41 �' .{ A �{x K f..:1:1C✓t.•, , ,.,. , .. x =2, 1t�. .. e.+3� , a... i bil 'Cr 3 • • • 31,1:4'; 11:3; 1.33,31 ' .143 f2c- rip T,J,1 • ) •-• 11" ; - •;' ;`' • :33 Ella Storage Romr. , Como • t Cg.'14T,TIACT0111,3 'NOTE 7TY'137'IC:;4. PP, l'aT INC, is 1,!cip Ii LED T fjoNTEA(1,4,1 EcT,p1, Fa?. PR.P=.1 NCI OP 7 f...7,-7D CT' :€1-3. I'TeT".0E,C) F01,7. YR, 7:C SECTION 36 KITCBrN EQUIPMENT Comm 6012 July 10, 1961 36.1 GENMRAL Contractor shall furnish all labor, material, equipment aid incidentals and perform all operations necessary for and incidental to' the furnishing and installing of all kitchen equipment called for on drawings and specified herein. 36.2 INSTALLATION Provide and install complete and ready for operation the following kitchen equipment items in locations shown on plans with exception of plumbing, ventilation and electrical service connections. Provide a competent supervisor for erection of equipment and to counsel with other contractors in regard to connection and installation. Clean up all debris made by workmen immediately upon completion of installation and guerantee all fixtures against any defect in workmanship and material for a period of one yea- feom date of completion. 36.3 S'rOP TRAWNGS Verify all building measurements and submit rough-in drawtngsDetaIl o drawings obeli be submitted for approval before proceeding with fabrication. 36.4 PLUMBW1 FTPTIMS All grease traps, valves, faucets, shut-offs and fittings neceseary will be furnished and installed by Mechanical Contractor. 3605 VENTILATION All ducts and fans of required capacity for hoods will be furnished and installed by Mechanical Conbraeter, 36.6 SUITCTi'PS Aw2 c-)725qus_ This Contractor shall fereish end install for each motor driven appliance or electrically operate-1 unit, a suitable control or starter of proper typo in eecordance with the Underwriter's Code, This Contractor shall furnish and install all nececetry control wirieg, such as limit switches, p-eseuee controls, rEmote stations, ate,, and interconnect ell control wiring. All eiring chars.' so in rigid not dipeed galveeieed cce,fluit and wire shall be similar to Type 71. 36-1 Any appliance or electric unit being furnished with a male or female receptacle or cord connector, shall utilize the standard grounded type for 120 volt operation„ and shall be of the polarized grluncied types for other voltages. Cords shall be three wire grounding type. Electrical Contractor will provide a power outlet far each motor or group or motors and will furnish and install line wiring from power outlet to starter and from starter to motor and make their connections. • 36.7 NOV-CM:IRIDIBM AI__4110j Non corrodible alloy, or stainless steel, specified hereinafter shall be 18% chromium and 8% nickle and a maximum of 0.12% carbon. All gauges where specified shall be United States Standard gauges. All e:tposred surfaces shall be given a finish equal to a No. 4 or 120 grit. Where manufacturing process and welding disturb and original finish, it shall be carefully reground and polished and restored to match balance of surface. 36.8 GATNANTED MON Where galvanized iron is specified„ it shall be copper bearing sheets, and shall be used in Largest possible sizes with as few joints as necessary. 36.9 WELD:Mi. All welded parts shall be non-ponom and free of imperfections. They shall be free from pits, cracks or discolorations,,, All welds of galvanized metal shall ha ground smooth and blasted and sprayed with molten zinc at 1200°F to a thickness of .004. All welds of stainless steel shall be ground and polished to original finish., 36.10 PAir Dlt; All exterior galvanized iron parts: including exposed TO amber's of framework also all pipe lego and cross rails, shall be rii7 opor ly primed and fini:.thed with two coats of grey enam..31, sprayed on. All surfaces shall be thoroughly cleaned before finish is applied. 36011 KITCJI7,i4 All material and equipment shall be of best qu:3.11.ty, made by nat:Lonally recognized ms.,nafaottrrers. Marelfacturer's model numbers referred to in these specifications are set up as a standard and other recognized makes eoual to that spsci:nled may be used, provided it Is aperoved by Architect. KrPOTTFTZ 7;701JTPMNT SCPEDTITZ itcn. Dish ct Provide two stainless steal 3-shelf dish carts, Lakesf.o7e Mfg. w,,,,33.7. (-1322, complete with caster whee/s, TT.1)11C,7? bompars, etc. Item K2 Dish Cart Provide one stainless steel 2-shelf dish cart, Lakeside Mfg. Inc. Model ##407, complete with caster wheel -rubber bumpers, etc. Item K3 Refriszerato5r • Not in Contract. Item K-.4 Cook's Table Provide one only work table to be 5L,,.0n long, 23-6" wide, and 29-10" high. Top shall have 2" maple strips laid on edge, securely glued and bolted together. Pelts to be countersunk and filled with maple plugs sanded smooth. There shall be a 4" high hardwood riser across back and ends of table top. Provide tier of 3 drawers at one end, mounted on roller bearing wheels fitted with stops. Provide adjustable feet on 1+" I„T'.S. galvanized legs. Item K-5 Ranee Not in Contract. Gas connection by Mechanical Contractor Item K-6 faltialot Food and ran By Mechanical Contractor Item X-7 Dish Storage Cabinets Provide wall and base cabinets, including counter top, backspias/z, and closure panels as detailed. Cabinets shall he of standard color enameled steel construction with unfinished 3/4" maple lumber core plywood doors, drawer fronts, and finish and panels. Cabinets shall have adjustable shelving, nylon drawer rollers, commercial pulls in brushed chrome finish. Countertop, b c'ks.lash and nosing shall be covered with white laminated plastic. Cabinets shall be as manufactured by Geneva Modern Kitchens or approved ecual. e oviC e Three 3636t; wall cabinets, two 36C and two 18D base cabinets, and two 18Ct cutlery trays. Provide shop drawings for approval. Enamel color to be selected by Architect. Item K-8 Dishwash Sink Sy mechanical contractor including electr_ c emersion heater. Item Dish tahla ',:ovryde complete dish table including base cabinets '��:c'csplaeh, finish end panels, supports, 9 co tailed. top with etc. as detailed. Counter top, 3 backsplash and nosing shall be covered with white laminated plastic. Base cabinets shall be as specified under Item K-7 except provide one 180, one 20 and one 24 SF—FF base cabinets, only. Exposed apron at sink, plywood division panels, and finish end panels shall match tha cabinet woodwork in color and graining. Provide shop drawings for approval. Item K-10 Disposal mechanical contractor • 57TOI.g.,1 50 r& MICAL JCJ july 17,9 15S1 OlsnBannuelson & Ccaaulting Engineers 529 South 7th Street, Prof,ect #27 lit Minneapolis 15: Hinnesota • riNs;7.3 entire installation shall conf um to the I'`Iational Electriwil Code and all state and local odies„ 2 .A1.1 IT:5 7:72,.. I1 be jaIl iyalf!).4: thi mall or flex-lb-la cediit sal shell be k12 JGnnlese othei.-ui rDtt3do 1, Electrical services shall be 12D/240 volts single phase, thTea wire: and shall enter the building overhead as shown on the dz...anings, The servAce entraroa equip:-..en,t: wiring: and installation shall be in strict accordance with the requirements of the utility company. ho !airing devices° Ey-sitchas shall he A-1-1 and I1 1f1C91-T-SL or equal be, Convenience outlets shall he A-H and H #52=52-Z or equal. co Plates shs.111 be stainless steel da Telephone outlets shall be 4" square box with single gang plaster ring and cover plate with 1/2" bushed opening. 50 de E',71 "In be eiroiLt„ rer 1,:f.1;2? tTpa p f:,;;;T,' TI-STQ or oqual: arran:;od for 120/21!0 vo te s r, ph9.se: wire tlhalI e uni ELed inaceardenc,2 isith the f o3.aolif.n2; seaclthici: Pan1 Circuit3 M-11n3 Trfun 1-30A: 2PII0 200 A - ilT3 only aurlacs 2-15A 1? - fltr l & 9 18-20 IP 5pace for 2-50f) 2? 22011: 1? 200 A - Inge only raus'la pace for 50.1, 2? . tmoetion9 te all rotors and contnel devices listed in the ."Er:o tom.' 4.10 ont rilLtoa-- tart ,...rs and sts::;ting, L.7 :itches se ts)d on the cc:I-2(111130 artor for motor i;410 shall be ntio ty rxi 0 'GI:Y3 for ',4*•:,)t ?'" 1712 s'ne type NE' orequnl,a 7. Lig'nn77 sen--)lete uin sod lee tied in follo *p(7, 411 5C;I: LJLE, it 13 LEO.,V5 r:nd /dt-150 "z/ tee t. I451 - •• a rt;,tt nazt. 11 P,rt'3:3 1.17. ;i? • s,,t3c)if:I:,(3 ict2-51 2-15 i!i2-5,111 2 tt.'t 71 tJ: ,„La 13 ft n''),(;51 3.tC,3 115)) U 2.5ta 17",.-F.t4r). lct.t.13.,zit 7,1 A-15c) U 73 91-75 u, f1c.w:q ftt.I•.-ktt,;:t/tp • SEC.2ICW 70 T 1,rnn,r July 175 1961 Olson Rmanuelson & Flaxch Consulting Engineers • 411 529 South 7th Street 'Project 274 Ninrzeapolie 15, MinneSota 70.1 Gli: Milt EET:=PS The Cecni.1 L'onitioa3 and the Special Conditions apply to all work of this section() itifer to ether sections slrl schedules for other work in connection with taie wico Lention herein or iiliation on the (f41,gs o'f articles, materials, operations or methods re noires that the contPastoy provide each item mentioned as imlicated (of gyo.lity or sabject to no qualifications noted.); perform, according to Gonons sti5 each operatioa prescribed Enl provide therefore all necessary labc'el equipment. a27,1 incidnta3so 702 SCOPE OF. 1,1CK lhe work ocycl ty this eperication shall consist of complete plumbing, heatinz and vc-:1- on systs installed in acco-fdance with these specifications, the acompe.nyinI7 th=a7ings and the applicable local aad state coJes governing this oltss of work° Everything neeessayy for the cipletion and successfia installation and 17.prcation of t4,3symo, inhether or not herein definitely specified or indicated on the dh7 :Ings„ Ellal, be furolUthA and installed es well and as faithfully as if so, sTe,.c.i3iMe,i,, or inttd-, 70.3 Pr .AIT3 E1D LICL ,9 1)11 per4uts ,eli lionses reqg!,.. 1 in connection with the. Wora. shall bo soeumcl ancl :aid fx,, by this C-on -atc)-2, f-.9_11 ufion c.::,mpetioa of the wo721: he shall furnish the OTIee.:Iit% .:,., oefi!;)f aceptaaco fz‘cm the 'one local or state ceparteat ilavir J11. iocl:If.?„tion, 70h •GUIPZUYIT23 inT) TT:56 i1I3 iJUn!=iVI". =L112:11.7 L33 zoolainsibiai,ty for any•daft3 .thic.:1 r.ny dvelep in any c.n.rt of tb e,,,yme ca).7: bj fally w7manoh -)t 7.,atcrial c.:,, equlient, ap ageos to 7,,FIAs .7ny off.:'a faaly . aosi: ; nthn!el, or ecu.7,4=at idul.,r3a period of one yt:%,7,k fnxa dai.;2, of fin l acc;eaaoe c ' the ;:mrk without cost. t.0 Onceo ceptano,e of the plant s',1all not w.aive this gna,..r ..nteee • 11",i1 ii.-i-elc -; nil bo .tn.F;1=.t ., .7o.z:t,e(1 el- r,7) 72 .i. as 1: TAiro.d, by gQv„:12nirlf? rf. ls shal3 be !-.- de in the -iyesozao a the -.-Jvoe71' i172: otciI. end the Akc:hict al.giEer o:' hor ,s:Incoi‘z;ed reprenantative0 All tests nail he Ifil,.la by th7', ct.:tntrac,:to . -It hisc,s1 o;,:pow.ze cad he ohall funaish '..;ho ,Architect- in3er a. certificate that sLtisfac.Z.ory toi3tz, hers been made, All 'vx)r -sh.A1 po..7.).e &toolny tig;It 011;Y.s:iid tasiess. All t'alses ot • ..„„ ,...„.„ , . . ,„, , . _.....„,...„ ...„7...„_,. , ,,, T ,-,,,a -,A,73 'pc, ,rp, A ,n pipinf7 sycp Li,.,...,,. ., ,..1a21 ii,,t oJ. (,) ).11 .7; ,..):A. E,... ITI,L ., ,-,.,... is CV,i. or CC41..nel to xtcre end oquipmeRto Te3ts raquired shall not be less than snzcificcf. in follirr,3 paragraph,s. Tilo L! Titw,-:y ..irafm7,ge sysam ar.:-.1 vent pipinL; oiyat ;r1 shall ],:e ts3t ,::1 liith a.1, • , . . at 5 Dso --,e,t:17,a 1-.: for a cerifl a:. 1, rill- oso r2,J5,co 70 - P )1 7 0 9 8 C il.7.CITIG AND PIG mral (1.?ntrzrie1r will bp retiai=d T.Incler hio son.trzct to leave all chases and openings; in IT7E13,1S p floors, ceilings:, partitions, etc., where sha'zn on the drawings Q' o the rwis e necessary, to receive nm.,',chani cal 'works but. this co at rac'tor shall rural.sh him fill in ftrmation as to lecations 3 dirae.:13i ens, etc.s of ...such chases and optIlaingap including provision and proper 5 stting of sleeves a rg.1 other equisnent in such time as to cause no delay to work of Gemara:I Contractor., • for pipe any cutting of walls, floors, ceilings, partitions, etc°, be required • proper installation of the work asi.. apparatus of this cx.)ntimotor or be made neCi3SEaiy on a=unfc, of his failure to give General Contractor proper information at the tine requirad., such cutting shall be done at his QW.11 expensa„ restoring the • work to its °rig:Alai co nditionc. An cutting and patching done by this cuatractoy 31-tall be subject to the direction and approval of the Architect„ Tills Contractor shall not endanger the stability of the structure by cutting, digging or otherwise, and shall not at any time cut or alter nark of any ether contractor without Arshit-Bctgs consent, 7009 EXCAVATIN.G. ANT D PAC KFILLIN-2; . _.........-- Er.c.3 avat-.ng ---__ _ • This contrwltar shall psTforra. all excavation to the depths indicated on the drawings or as (otherwise specified for his own equipme,nt, pipe, etc° During excavations, IT,nrial sable for bacZilling shall be piled in an orderly manner a safficicnt di3tance f rt•Y,,, trench or ether ex,, avaif..on3 to prevent slides or cave-ins, Wecessar!T .grad:bag shall be done to prevent :-7:,r,.*a:ce water from flowing into trenches or other excavations and onto adjacent property° Furnish all pumping required to keep e Naauatsd :space cis,.Ee of water du ring co us tr us:tl co no Me Architect will inspect ezzlo.iration and appl'oVed toil co ndition;3 a irl direct procal,:tre• if unsatisfactory conditions arc.,3 discovered° ProAde sheeting and el-D.-zing :.--;,3 may be necessary for the-protection of the t..,:eIk and he safety of flarac.innolo Protect bottom of: 'extava- tion fyzni front ,..:n.d (lo 1..- paz,.. .D Qt. pipe ;.-1,r,i f:f?oz.7,11 1::_cf Cq3Ald.„ F71. 11:7Ade.-ILZi..1 . dr3as 7..1;d CI'e 0::•-:ea-,,,i,p,.tz,r.7. by i';, .9 03 nt;:itQ Z7:01' hale:,.1 Carl 0"::;a. al Elbe on the gL''.,-.-;u.inci s:K.11 'MVO (.1 n-iu ; Lm of 6" of ?it run gravel or co ar ,;?: sand, free: : Q7.11 psrishahla rtil-..;b:Isti„ eoT!...7.oed and :level to receiv•;:-.., slab° TA' Fo.ti.,.ral eaa'th is of granular at:fact-1,re of .;;',Ei2'.e Ezt erica. FA3 specified nix,),:re„ :.-1,3 additional raz,:tsrial will be Y equi::•-:''cr&) t.l..'her2 f i 1:=3. is 1'0c:a in d t o raise the nab-graiie 71..,o, e le rations7. sho wn, it shell be do in her:lzi.:,•nt,:7,1 113:yeas not he c.::.,,:c:-,a?-.41 1.2.,' in dept t and co.s:lpacted with ap17.707ad ,I.:!ci,-J:1.,.:3-,37zo,-11', u•,..:11;-,,il its dry de!IF V,'-',Y i .'7.: not lefl'S the. .90..',.'5 of the Staillayd Pi PQ',',"",32:' - . d':?a-:3-1 f.-„2,r as datera,17,.:!•i:!•7!:(7.1 'Ly ct.:::ndaYCi Labeatoy•-;,p, ce7.-- a•,:t:'..on te 3 t 0 0 rila'c,tDrf.:32s, and -rile thCd of cc 111),,a 0,AU a must L.-:-. E'.7.--,pa-ovcci by the an hi he' t 1:.;c2,f7ce(..3 s aa,t of li,ork 0 010 PIPE In Eli i 3 1'J.'at;'-',1,s in el EU17.•Z:!,::/if.A:?1 T I f,t,h all pir.st; j,Nls al..1E .'7,-; oU.ff,i1. OD a '.1"i3 ts3 or rnsonl'y walls, pit :;, s.13:7:-z„ et co :.:1e•c-ies, shn.11 0 .13`af, ..,hrough full thickness of walls, sin: , e tc,, , atI.J., IZEII'.-1,SS one Y7.Ai. :2-7 ipcli3 ate d„ :3:1a1,1 be flush r,,,Titil. finished S'll r rE!..:*,S 0 53 e aCTC 0 li hit 11 he of r•Y-L'ola-,-' sine for pips and iere insulated, ::.'or pl.,pe •-..gith imv(2)::-.-.'ing, S.1 eies •ohell 1z cE,:13'.'f,:f.'C,IC .',..:::::CI of if,•'22 ,7,-;aag3 gs1.7aniZ001 iron and shell be flush with finiand fleoro • • 70013 71,3nia',":s.",, ITA‘(7 Eln flID SOFF01723 zieing elle Ta Tel:.,22 il .,-..ran (Z)E:i t 1?:;,.Cf',.•,:.•ort zabo,fe S :1:;4.1 `t.-77-. 11 11.1).g froni Grinixell or °Qua awl app L'7,)742'.:1, i.,a go 2(r:?. side 73 on breAet, on 1.:',T 0 0 fi CD i`k 3 tr UC;.':',4,0 a 0 A g 0 131 T-De.7211 cl;-::: p3 or haw: : ::,c),72 :I F.,,T.r.,:7:'f.1'-.:17,:( '0:73 t`,:,,:::":C n ths rode 0 t '',.;I':.,'3 as t t r.;:q ahead 7, . 10 : ra or: 1..;-.,T,::' :7•.-::: 3 f::, C:7,7:-;S':..!al C 11'..:1 .7•,,'II 0,17, 1 I7.i.7,, 2';'5 '.7: a-;:ac...'4: 2....!.&-: (•,.7.....:.!..r.r..7.1.) 0 n. .7•;:..:: 17::"...,...:,:._,.....g Zi•-7:':,..1. `;.:'or;':'-•.T-l'' .-':-;i•7: . .1- a:%..: .::' .1'..:: LT:r:.-:. :a J- b ZV.:.:•'; '.. :',..S 1.:7' 1"::.7. 1.:7; ..- i.'. T:,'.5,. ., .T:f?..-..'-. )-;:.Y.,, '- y..:.. 2..'..7L 14.:F i''',.,,..1 :: :..:.': :f. ..:..i.:,:•*'.::1, 7..::'...:::0,, ;:' ...7.r,.::::,, ::,1-:,.::: .r.:...?7.,.--.7'2 ]X,) :-1;::..4::, L'51 c.)"? :151 i:;1;.....!.f.11,1::;1:1; 07 0 17,`",:',',•2 12; c Th C:413 3 3 '7;0 171,, 717P1.-71. 1"), 7 C 71. c;•', It 5 5 1:a 11. C C ?.art:31 73 0 •f•io Zillj. 157), 7 1 .21 "71:1' :."," • 1-7 , ,, _ „ • . , 0 - 7a3..:Te s on oh.7.•oi-fii aza 1,,17!Et7'.: : pipin.7 5 heal be r.:o li shed brass finish and chromien plated° Cbmpa-c 3.3ion St:J.-20 sh317,',, be LD.zriu r.attE.1yri, '..4-itil stuffing box and coln7,-)osition bibbs for the Lib rior 4,-,Z the buildir4-• shall be Wolverine Brass Works or e ca .,3,1 airf:. a 1-...T:.?..rove d 3/4" s i 7...es he se (a....,) rtTICC:t•i on with a)ugh plated fi nish 0 he, exterior of.' tile bui7cUng shall be Wolverine E'r,tss Works approved. 3/4" .solder joint co nnec tl c:n s no n-f PC.'oze types b ro.3 3 C C.$ 11.,Z and ion Z.-3 e. key °per ,at o1,4„ ea etz'e space limits shorter units may be used° • 730,7 F„..,00 : ,,,ALT., ..:T D CEIL,Ti-73 PUBS 1.-,,,fr e 13.11.c.:CfiS':::-.. .ds exposad pipes pass through floors, 11 Era is and cei ling in finish,,:,,d rcer,Iss they shall be fitted with an eppro-ved type metal plate. Plates 011 eh 1itn•plat 0 CI:, pipe nui,st be finished east or stz-mp,,ed bass, chromium plated, ... 70„1811(.9.1;'. CAPS . Vent, s-tiiks, from se-t:7-,r. -oil and t-T."-'''4, pipe shall be ertenold at least 12" above roof and shall he provided with a frost-proof type of roof jacket. 70019 ,i321":113,211.1Y .1P,E.IIIIGE a-ST74 --- The sanitazr sewer shall he inst,alled fI,V171 the building to the rain in the st,yeat ustaq JP f-;:ipe and cement joint with a ninimaya of .7 Q of earth carer. .All soil, wa:,:ites 'drain and -,Tenr, piping in the ground within the building and to point 5 feet be:r o rd building wall shall be extra heavy cast iron soil. pipe and fi t ti n gss except w In r e ot he rwis 0 37..7.9 cif ied or indicated. All soils waste, drain and vent piping above ground within tP building shall be standard weight galvanized steel pipe with black coated drainage fittings on ttr«lri b..1. sac dr E.,,5,n lines and cast iron fittings on vent liness except where o Uv rdisT, vpacifiod or indicated° , E....7i.leigt. Fhe r.I. oe,n,z me i adio a te d on t,!:1.-1 dii...7.7:71ngs s hcriT,ontal soil and Efaste, tr.,,f1:es sh,e.11. he 7iverl. ac-V,E.'.'5,5,b 2.0 s bat i Ll. 23 CaZ 5 • 1.c.:73 3 I:L 2.r'. VE .1...ric31 p.:3r fo o to All soil an...'1 Vt'a i'ft T.:?:..1.7",S I.-.`7:0: 'Z:,7ii. 'f:7,?,.3 3 t!-;'.7'j!.1M-1 reef -el: bc.,), c,,,t, 1,,,?:to..2.:., 4 27.,g1 t_,•.:1!3 s in di:a:3172 tCs.7:.'„ 8:1....e: shall be onet iron; I:1ra :)?.?..7o2.1 at point, bolor7,:::. the rc...of to their teral_.nalo 700 PO R.C...07:7 ::',:vy (7,.3ear-al z,.C.TA C,:<.."::1,:::1:4)1% 3.0 271 PC1-'7.F.::;;372:3:0 ''r',LT ET' -3:ff?PZ SY3I'll*:i er OV.:"Ll.f.aa new co nn0 c.,',...-,I.on 't-47.,) e x ,'.-:;,t i na 'Hat:JP mei.r,. i Li 0 t'Z'.:3C,'i',/ and exLen.d water -5.73r1}:'-tri C`• i.r!t CI the Lil.ila 11:7 u3 in g -`,,7,,y2e. "K" se ft, c e. ...":' t!..117.1n3 0 I'"r2.10 cat-,,,trac c:,,,x.:,. ,911..:,71,1 air:::;; .7:::1'I'-'2.nga TU'-',nf';','3 Poe- the f v.1' ill Z. 11 d is.101:,Ana t.1 0 fa of a 1" .z.-atei.,- inets:r ..,,ith ,,17.1..n“--o.1•7::: -i-e,..1-,.][fE,,,s on 0 :12 fal c.::..oi, and chy,11 LF..sur7,1e all costs in cowIZ C.:'::.,7,1 en fj.e.r,s,TJ.it-.0 :-.7. ,:-..viic1,1,, .3. cc3r2."„..re:?(.2. ba.--,•;e (L.ar an ETp:x.ved t-;ell byff,,2:47..,ket for aT.;pl'Xr t".1 rg ti713: ii Et3 a.. F.L.DE: ::_,..;z'. 'i'-`?.. •:.a. water water .7,i7.11,7.•11. be of a .,-.,:y:pe °lacer:Z.a..7.Y.ie to the .1cle al water 7.:1.3 p a7',-tr,r,,,In to 12,7)17,r pir:-.",..7 :1...n7_7.13 nted ,7is. ',.-..:',.e er&.7..l cs,.s with an as c;tions to ell IK!.t.7';-:]17.(2i.ELZ, 1,-'47..:.'.:.7,-tI7-al; 3,•;:, 'fr,.;h i0, 1-3:,,:pL"": ,FT.:::12:11.1 21Z 8f.7:13.C:',.3 liae;:23 '...El E '7. 7'"17f';• ..C.I ' in Ct : c(n. t7''•'. ' '..1 ',:j.i....1 r; '. in Ira:2,..7:'3 7:Y1.-:,'j:0 EP''.'.:'i.7:"U'i•:;.'F': ,-.•::3. 0:'.' i '.i("..7.2.,1Z,°:::C-,,..:.-:.r.113,0. .t.:.:11 I',-.•-.f-,,,,:,-;:;. -J..yiaTz.: !...3",-.... ....11 Is p 720,r!IT•-•17',ET ,::d.":5.'.'.':1:TZ•7.1 ..',-.0, e:Tti.,..:.-2.:Lff::',t'.',:' ear, *,,c r-LiTTI ., n-Ir T.;,:IL '...::.,1E1::: ,:3.•12.(•., •F-2Q7,." .1:.-,,'.r.g,, a i•.7-i:1 F.I• ag 0 to C....•'..-T. ".1: f.-Q-S.'‘,,7:11 0'.:If 1 • I'2,7; ,.2 Q'..Z.P.T.ri'.-.,c,I :..;...3:.1 3.1t. ..a i n5 Ad a I)?2,12u,A.13.g :.i.e a7,1,:k be 1:is ''..i " :',..1 oc,J I.2:fi•33.' 11.; :.i E.,g wit h :.,--, ::(E.,)IL,','„-,, ..s...:-.-:,T.,-:,,,:%'4 ...1,7....lea.. ty;.;f.,) fi t,',-,:r....:',.;: ,„ ufnl„.;:-.. ; , ,.„!„:c,. 1, (..,1::i--:.c5'Lt, 8...2 0 1:7.,l'::.i 7'•i--.:J,t,':..'':: ,.."•:.7-.-,,,,I.-''!fi-.1.73_-,?.p cipirc : 1 ta! Tyip..: "7::': .:,, 7r6:: - P. • • • 70.22 HOT WATFil in1T-37, I:ot, water hatnr shall be American r::;t•Sr..1,2:rd ILV CO 3-•;OtE:l. Deluxe. G-50120, or equal and approved, •Jnit shall have a storage acity of h3 gallons and a heating roc...every rats of 32 OM from hO° to nO° V:han burning natural gas. Unit shall be complete pith heavy duty galvmized atcel tank, 111E'Qated mtal outer jacket, operating and safety controls for pilot and main bu...rner„ g 83 pressure regulator maznesiam rod for tank protection, flue collector and draft hood9 On hot water discharge pipe from heater provide a inhO Watts, or equal and 11111 appred, temperature and pressure relief valve, 1 a'kze.„ set to relieve at 85 psi pressure and 210° F. temperature Relief valve discharge shall be piped to within 1072 of floor and open end shall be without threads, Provide and install flue as indicated on the drawin,73. 70.2 3 BAPTI$TIV HSACER ez ACCESS)RIES The-General Con tTLc tor kiinanish the tank in place with all the necessary openings. The heater iall be a A. O. Smith gas fired water heater size hi7 or equal and approved. Unit shall be corplete with presstve regulator, gas valve, burner, tank and combustion driambar of heavy gauge galvanized steel, cleanout plugs, insulation and steel casing, high limit thermostat, arK1 draft divertor, Heater shall have a capacity to heat IC6 gal For hour of water 60° F when fired with rtural gas (of 1031 ETU/stio ft.) at the rate of 110 eh. Mantel.- shall have an AGA label on it. P12 Pump shall be Taco/a/i tre pump with a capacity of 10 gpm agairat a 7 foot head° Notor shall be 1/25 HP, 120 volt, single phase, 61 cycle° ?urn-id/ an immersion aqualtat n the Baptisq,r7 tads at a water height of 182 to control the burner and pump„ Fiia nnd install in closet a sight glass mounted on wall and a float 3Ni "Surrlish and install a 1" atop valve fcr tank fill 13-:71,011 than be east 1 over rim of tan , lees sha7 I be full height of tan ko The float sick; shell 5-1K CUL rit, hs-at54.Dr from operating whon there is less than 204 of water in the tank° Nol)oruld-E,;..11sr or equal and alpp.vcr edo All controls are for 110 volt, Go cycle:, s.,,fels pl-lase° Zurn Z-SA mith claapi.ng col:Lu over flow Cr LIB on„ 7002h PLT-iTITA.71 IMAIRES tsaericau and Sta.4-pdard Sanitary- Coo s fixtures and trim-clings aced Sloan Valve Cc s fluth valves hc74,e haa selected as a base for this installation, e:44;ept uhsre ot:ieruisa spe cified, but other recognized males which ens equal ard approved nay be used Contractor sha submit for Arehiet.:;.:,.2nginserls approval portfolio illustrating and describing in detail the fi'::turess trimmings and valves he contrz.vapla 1,:,3 3 using, giving ra.me of ranufacturer and catalog nxiabers or identifying description° Plumbing fixtures sh711 be of hoot quality, Grade "A", and shall have Tr...zn - facturers guarantee label or tradts.,"x indicating first quality° All cerlaestf.ens La n copror aor pipe to rauc;sts on lavatories and sinks b e Ec-1.9 I:anal?!1) G7 0 GY $ Ep:7tT,70 a 1, f2 a t g 63 et,tS,,a wail f ,x2;(-3ad fie xib of cc:/sect1.31,23 to e c.:! will bn fGan un4f1e2,' the soLed4.11,,, of piac co : ;',L11 Lc,1:).n..:3 lun a he 1111 AlL -1-31,1in fintiT.res md coa : shall the at Laacsota P 1.7-3 Cede :54 11:F--1 p daaTaJino in ,r) -4 0 t 3 TA - Y.: rcc al I eleca. hene 7:N) f 17; ' ' '' „ ••• 3 1L3 :7' T2 0 70 PO 6 .T.T.1.711 F2S XLTJ CLOIT2 " e1or2g itraaus e ng ate si rip, siphon jet, floor sat closet bu-,,y1 with 34;" top c,tless. and cover, angle stops" scat bumper, wall ani spud Zia...1'4;03; Sferzel #150-13 black plastic, elongated gattern on front seat Standard "Ilashal" vitmatas daina tr.n11 hung washout n:al with integral • flushing rim end top inlet spud, Sloan Royal #185 fush zalve with cp Let flush equipc,aint, angle valve En.i vaccua b.;'.‘eakero Nal -"P-4" INKrcU FOUNTAIN Standard "A0gar. vitreous china sent-rec 3sed. drinking fountain, ow- piece anti-squirt biabiZer with volur,72 reLulator, salf-clresing valve, loose key stop, china strainer" 1,1•" brns P" trap with cleanouto ITEM "F-5' - KITCHEN SIKT, Furnish and install in the kitchen counters funished by others a 790 long x 21" wide ledge beck 111 ga0 stainless stool sink and d?aiaboard unit0 aio right basins ehall be 13" wide„ and 10" deep with crte feet center in. ledge with single lever ilmerionn-Standard #R-4150 tin *left basin a .11 have al 18" wide x 14" deep One fc.,:icat 4ner5..c art i' .-j-!.3.1.41"., wit h Co 3 neck. Reunt in the deep tas.',r, en left he oas ia-lo watt 10" long hating :•.,1E.,d.te figure 1 outlet box and model AJA-5 ther.aos tat with stuffing box 115 volt, single PhEze ijElit, shall have an intergal drain board on the left. Fnrnish a hudee rim for.: Si nic unit, and three lever handle waste stops and three "F" trapa0 rial "1?-6" - D:ES".E0S.AL Lae:I-leen o:;„anaanfi :ad e1 fl .ch, 5t,ainleas steel trim, overload pxotection, 31:raii12)3133 steel grinca ng 23:1113T.r, lifetime lubrication, built-in reset colt rol. Motor shell be 113 IP capacitor t-,,rpe for 120 volts, single phase, 60 cycle 1750 MI, 117,,e5,t shell be PA) ntcd in a CuLte prorided with a silvertagx.e piotcction cver0 Fill'ni.sh and inaU with unitaT & S spray rinse in:.'%01 and feucat with a volume control at spri3y head„ avra:'..sh and install with ui-y.it an electric solenoid valve ) piping, vacuum breal-er to oLaratc whe,,etrer motor is t-,-nned o nanich a I 1/2" cast 'CET:33 t r ap with clean:auto ElectrIcIal ntcacttc ir3 r .trand NOP LZ,E(ZeTaii, CJITer reo.Tt is a P.," in slab in `i112:LV;11 th is eentra,st2,a? silallmennt a 2" f 10.e L' (L';',a171.i1 Aroleh 5..s 3 t Ai at the h foot level a Chicago Fauc7;t F-197 vaca,11.-.1 ba-.32ker and pLi:}1 heek 10.25 hDt 7:-.sight, black steel pipe with tlar d waitt C '1,70 n t a shall 9,17:3 c.si ).E1 ly as shean ond.i' irga ` \.le 32:3'47: C C. an-1 -; C.1 ,Z1I,"an, by SC:'a g th.D dyLwin.p.:3 s in Everybc p o as 3 far as possible int erfaren • with , ;j- 7. al:'67,0 .?","•2i 0'3 PK:. 7[2: .::1;V <Tay pipe for its prop F. '.7,1n and 02: r it, a:1'111 he done by flia ccatraehor vithcnth 'e X t,r a r;f:D 0 .t7a, t.z-yEZ poriside of-in:Tanteal F:1:70pC1::' OL .3cate , ThO11tch ct pica linos „.r.. . 2:-.) fly Eri EcsontTio redeo:co• lall -be u..7.;.o,fi -teravol' tjh piln al!.1'., iz L-cdned to v2,73.0 propav vcJnting and draa , •Provid 1,0 7.3. (an aal .p.i cg,i.- :,. faciliat .q1,11 : 'i'21 7,)..f: f:)ipTh..7j; c)::. c7,.: ,:,„ iT,n.soll zil valve t1-4o-n7 on drm. T-,-,:, E .]Id adlitinl 717_703 11h( r::,-., .. S:,,),T n..3 :_:t,T.o.7;.sF3sfi. 7. c-catica of' th syst , .n.11 11.c:it w;.to.v• ;:e:_: :al:.s.ins ia5 :11 in , •Cd:t.. t s _al be f,-7el ,2, Trving. : wOding fittins„ III 73,26 CI,..F,A7a4 OF N=3 SYS:PH —....-_____,...._-_—________________ . T,'-l'oron*ly clear, cat he T:di.ftr alf, piing cyom Ath a 1R .-t oausic soda sblution . ):7,:al-fl;o boila,.- 1,1 -7 ,32? of oc-14-irz3ntatioril .zoc;,m'Llc.ne.d by the 1: 11er manufae- • ture,, Fire the blAler fnd oikcall.ate to V.ot cyltrtion thru the piping sylitems for a -nlidmm a fear honys„ ilaain arvd fluoll te . 71,re gystem filling with fresh water antil the dischar,fe va.ter is olcan„ 10027 liCT WATER ucaLaa —7-1-61Eir Shall be a Woil-McLean J or equal and approved unit complete factory wired° Burner shall have an input of 600cfn of naturS1 and aa AGA gross output of 480,000 ETU/Hilo toiler shall be designed for 30 PSIG water pressuroand shAl. - coMply with the AST13 Boiler Cod Boiler shall be supplied with burners and coatrols for natural gas, steal oneing insalation, cast :Iron sections: water pressure gaugess lal water cut-offl, relief valve ma draft divter • This oontrEctor to do all tii.adtlg for ouotrols and, motorized combustion air da4ero • . . ' 7028 KEECHIXGAD STACK .-----f - e3uig shall be o : acterj3 Of not liOlter thn 16 gageblO steel and ueldsti as tight, Provide nocl,say sllt,T=to to htlrg bytedling from ceiling constraction, PPztide a Cole, Pieldl, or eval avd app:-ovecl bgloilotic caft m'T.Ile.t in brzsching, Stqck. shall be -jJ.:J.w te:Ler'ptlan inoaltcd pracast sections zs ranafactumftby th7,' Van : actor Corp., 0.2 equal and approvedr, Byeeching for HQZ, water host7ys shall be 2i grxge galvari'zed steel pipe and fittings, . 7029 G.L3 PIPIM Ito charea has E !.:-.) all f:.,:7,!3 ar7I,Lnzemnts Itta the Minnoapolis Gas Coo for the inctallation of a gas seT.J3ce to the mote pad. as indicate, on the draNILags c. mplete With thut-off valves., cc re regalators, ITI. era, ate,, • Provide gas pipirtg uz jtE±C0t1 on the ci.rin&s, uith connections to all equip- mbnt requiring a gae* st. ply, Prcride shatlff valve and unicn at connection to each piece of equipment° All gas piping shall be stanratmightblack steel pipe with welding fittings, unions, etc° Piping laid in ground shell be w-ra4yed two lwers with II approved tape° 7030 FAPIE8ION TANK • - 'i:ii- TiTiiiiiI-W71.1 la Gosct er csx_pl. t.n.dEA: 1,5 14" diaet2r w. 66" ion? ing a eaT)ncity of 0 ffFalco„ Tan.:: ahsil he: ecv,ylpir. 1 :.iiith a drain 1,70,,ve, s.f. ht ,7,1aso and r., !7..i Li:. S.•:;7p on bolin2' sp2.y,, 411 70.„31 P OTR.C!iLLATII .,7;ATJZZG SVST -LI 72i; , 1-::.:: c,han u.. ri' ,3' LE;:.; ' 1. .17)S1 C:.;' Le z, :: .1-....71 '. ..3r 2hherc=cticn r7T: P.D -"::OV:,p : 1C' P7= 6,3 c-.:7 C:l= aTIP 0,J .„ 1P.,01? Fiff;:,Pjg:ON -gaa5tion shall be Vulcan finned tube with type FT" or "CS° covert or equal and sPPrtvedo T'.adiation shall be complete with heating elements, slide cradle haters., encicure support, continuous full back plate, and top outlet grilles on enclosures„ Dampers sball be prold.ded in all enclosires as noted° EMt10311Y.03 shall extend fromtwall to wall and shall be mounted on top of wall baseso Radiation enclosures and finned, tubs shall be supported 41-0" on canters and shall have a factory applied prias paint coat, Radiation shall produce the heat indicated on the plans with water at an average temperature of 190° F, a temperature differential of 20° F and gravity air circulation, Radiation shall be subject to the approval of the Architect and the con- tractor shall submit shop drawings of the radiation giving complete information, and datails as to type, dimensions, heating capacity, appearance and construction, These shop dratirgs shall be submitted within 15 days after contract has been awarded, • 70.33 COIVECTORS ConveotZrs shall be Modine„ or equal and arproved„ of type, size and capacity as indicated on the drawings. Units shall have the capacity indicated when supplied with water at an average temperature of 1900 F, a temperature differential of 20° F and gravity circulation, Units shell have a non-ferrers heating element, a steel cabinet with daspars and a factory applied prime paint coat, 7034 THORMUIETERS att• ..ammummea•aa-t-a4.-tu.MAI Provide 9" vertical red reading hot water ther=mstars„ range of 300 to 2k0° Fo Palmer, Trerics„ or equal and approved, with separable Wells, located as indlcabed on the drauingso 70.35 AI2 VENTS --73Wfde-Flanual air vents at all high points in piping of hut water heating system, all raaation and coils° it vents shell be W.Averina Braes Works #1677At or equal and approved, loose key handle, needle point cock. 70.36 sHmr METAL WOPS: 'vim.1>••wa All sheet metalhousings„ ducts and risers specified herein shall be galvanized iron, #1 grand Inland, or approved equal, ezcept as otherwise hereinafter specified, Al]. flues or ducts directly connected to fans or rooms enclosing fans shall he arid in strict accordance with the follewing schedules: Up to 12" in width 26 gauge 13" to 30" in width 24 gauge - 1" seam 31" to 48" in width 22 gauge - 1" seam 49" to 6o" in width 22 gauge - li" reinforced bar slip seam All horizontal ducts shall be substantially supported from ceiling or walls and properly braced so the will te no sagging of to or bottom, All vertical ducts shell be eubstentially seamed to the stru.Itt,,re in an apprcved ma2ner0 nere 6halves are made in width or deptb, of ducts„ anzth cl,laq7es ahali be made grad.tallyo l!i'Ie-20 pipe or ttro,,...n a dOct, a st.: mliwCi shcst ital 5.ROWil ba installsd„ itiveted to e„%tside of duct and of sufficinnt free C:2,q1-1,1'2C::70.C3i1 of f.',573 er piiTi 30 '721':3 af Oa of duct at, this cDint nail be AA1?...rOn.:571Ci al ,!:',.1- ant oin1 t the art:a of the SL1CYC, Enows shall. have a M4:11: 7 thecat radire of outt'tt.lf of the d:ot ..11dth rahfs zrin, a 'A"::,'Q71 -'0Ainn of 1335 thea cne-Lalf of Ir:La Is v=s0 4),=o sl-:111 hi r.-,;T4i7A with 5ittI ad 3;7!-F?), dT S130 P. 9 I Splitter d. 1X=7,I'S or volu mf:ers shall be placed at each main branch froia main due t 1.7nd else-,:here eindicatsdo bere required for proper adjustment of te systono Where such ttmce 2ss3 C:3 LZ:.' in exposed ducts, t rdarcal quadrant da..-m,per adj us:z.rs shall be ina pr;with johns4.-7.anvil1e woven as'aestos fabric 1/16" thick for flezible connectiois between cue alld inlets and o:.tlets of all supply End exhaust fans and units° Previde firs deAprs With fusible links at all points in duct s indicated and where-7er fire barrier is penetrated as required by National Board of Fire Undcrwritprso Fire dampers shall be constructed to meet the requirements of the National 'bard of Fire Underwriter:3,, 7037 REGISTEHS AND GUILES isters aidgrilles and diffusers shall be Tuttle and Bailey, or equal end approved of sizes indicated on the drawings and. ty,ess as hereinafter specified. Su?ply air registers shall ho Type T617. • Ithaust and return air registers shall be Type T780 Relief air grilles shall be Type T-70D All register End grilles and differs shall have a factory applied coat of metallic primer, 70„38 401'ORIZED DIVEI3 t • s,VICaea- combustion air damper shall be Air-X-Feller with a 1411 It15 aampor motor, The dampers for powered roof vents shall be a part of the equipment° 70„39 ELi husr F pas 'Ll1,3 powered rooL ventilators shall ha Air-XPeller or equal are approved comple Elturimtlm housing, bird screen:, ctaried dem.7 7:i a'i„ and isolation relays for (Import ane. diecotnnect switch in hood all as shown on the drawings° the toilet a7id crib ecsm exhfzru..1,!1.(.., fans shalL be can or euol a approTad e ,913tA:) with whit,s a77.&-nel tirille and 13125_7 t :in back draft damper° 70.40 HOOD Furwish and iiaSt.all cots one 6g Lost; St,:15.11ESS stool Evacuair Eliuzg3 Nclod rpanufaturee by Gommercinl Air Conditioning Ire, of Nple„ Unit shall have a6q keg slot at front e:.,:hausting 1500 Q1.111 of air at the rat e of 1000 7FM, with two x 25 :7. 2" peraanent grease filters° 70.la PBULATION Insulate all the hot waters) cold water a rg?.. heatip.!3 system above grade with 1/2" thick fibere,:las pipe insulation with standard duel purpose angeries jacket0 insalation at fittings and oe.:Lont together making neat and tight joints. Place tape on joints to seal water tight° Insulate the underground hot water piping and heating system piping using Stlia ranterial as for above grade making sure that joints and seams era sea Under T,round tiberglts shell be at least 5 lb. dansity, Ki-aar,23 c 1::72,111 CgO, • 0,3n.t,007,3 'it'3 bc21-1 Jr s:} il b:"1 c11. .3r zoQZ, el E!7- 1.1.h so ac ( t) in 27tC? c7:,L'.7.1.Jg • -r 720 311all 59-0" 1!7it1.1) n 1/1; 1-',P '423 voltss. p:=3 6') cv,„!,17, af.r L.11 pLng 50 vtit 1.1.Dat'3,1's room v21vo: Eir•!aLstat tc anl 1111 tinnuisly ak iU i s.i.r04._!: Cy t3 clEctriQal contractor. 410