|
N
<br /> DIVISWN3 CONCRETE 1.04 Reference SL.n•lerdr2 07500 SEALANTS 1.08 Adluating/Cl+ehing/Psotsctivn
<br /> 08100
<br /> DIVISION 15 MECHANICAL
<br /> CONCRETE FOPN YORK A. AISCi American Institute of Steal 1.01 rime■mid Sldwalk Joint": A. Check end red?w!,as required,
<br /> • r,
<br /> Construction.^Spacl[icatlan for the It++■of opec•ting hordwsra of this 15040 PLUMBING
<br /> 1.01 form metsrlel■for exposed finish Design.Fabrication end Erection at section.attar oration and glezing. ,
<br /> concrete to predate continuous smooth surfaces. As Use polyur■thene. A. scop•o!VorNt Plumbing contractor
<br /> Use largest practicable■I><'ew to minimize rut Str+tctutei Steel for 8ulldina■^. 1•to of Work,the slating ho!rater • A•
<br /> bar B. AYsi American Welding society. 1.02 Qittartpr, Interior Joints Marked 00991 INTERIOR ALUMINUM PASSAGE DOOR heeler. Impair any problems In the ,f
<br /> of,oinks, Uae■ut!!v-iant thLeknaaa tc rithetsnd Standard Coda,010. "Saalsnt"i
<br /> pr.sure of wt concrwka without deflection. Q. AWS: American Welding Society. !allot lacer.end coordinate any cork
<br /> sprclilcatlanr for Iron end steel 1.01 Mrnu[sctur.t: for the HVAC tontraelor.
<br /> A. Silicone.
<br /> Artsweldinq Electrodes..
<br /> B. Plumbing sill'km bidder-design. All
<br /> 03150 EXPANSION JOINTS D. 0051 Asrinan Welding society. 1.03 Appllaationt A. Eliuvn Corporation • pluwbing will be done to•trfetIA '"
<br /> "Cods for Arc and G.welding In accordance with the plumbing rude i
<br /> 1.01 Ewponeton Joint's: 1.02 S trr1alat
<br /> Building Construction..
<br /> t:urnntly In torte.
<br /> A. Depth vt osier!not to exceed Jviti! C. shop drew[ng■rill be submitted to
<br /> E. 65101 Amorlcmn society for Testing vldED. A. .063'6061-TC aluminum alloy.main Archltec!int rerlrw. •
<br /> :
<br /> A. 1/2"asphalt impregnated fiber shoot.
<br /> and Materials. anodlud!inlah. 9 w 14 class D. Ar-built drawings o[plumbing mel'en.
<br /> ,, �_,.
<br /> F. Podirr1 spacifltwtton"TT-P-078 1.04 Pcoduatel acrylic window mot:In black rubber submitted for porw1 will be
<br /> 03200 CONCRETE REINFORCEMENT and TT-86-A. molding. !A'SOh::i1J445 submitted to Architect.
<br /> A. Polyur.then•s Polyurethane E. Plumbing contreekor will b.rwapon-
<br /> _s',
<br /> 1.01 Steel Rrfnivseewnt: DIVISION 6 eompounda,which seat or emceed the 1.03 FinLaht
<br /> sibta for the plumbing permit and all
<br /> ,x.
<br /> cured physical rrqulruantr of lnt'er-agency coordination.
<br /> A. Rilnforcing slid: Unless othmrw3•s 06110 00000 CARPENTRY ANSI 116.1-1960. 8wtasa1 No.450 A. All empoaed members erre of*crotches
<br /> noted,ell reinforcing steel*heel be, Pourable Joint sealing Cvspound^,•a end emposeS blomemblshu.
<br /> deformed tiers in accordance with ASTM 1.01 'Sown Lu•beri manufactured by E..Chemical 15800 HVAC � �
<br /> Specification A623.Grad.40Cospvtationt"PRC Rubber Caulk 210 1.04 Nesdwares • +
<br /> • 40,000 PSI of!h•Mr.ahvwn on the.FY• A. Sewn lumber abali conform to the Soul.,or^PRC Rubber Caulk 220 ,
<br /> drawing". .Prat Cosa!Lumber Inapacllon Bureau A. scope o!work: Provide hoot for :
<br /> Siaiant",s•manufactured by Product. A. Potent. e, easy•ring rales seas only. Rmosinder o! ,
<br /> ',:',
<br /> N.
<br /> Ei.::siiTrigii:jiii!iiii:;:i
<br /> dateilsd!n aecordenra Grading and Drmorinit Polar". latest Rseeasch CocporelLon,Cl approved
<br /> p'-
<br /> hinges and I1{w 1-1/2"mounting building to resole's is.
<br /> Manual vi Standard million. Lumber grades*hall bee as ague'. merera• B. HVAC■hell b.bidder-design. All
<br /> follows: HVAC will be dorm to etrlct accord-
<br /> Dstailing R•lnloread 6. SLllconmt Genrrel Elettrlr 'Silicone
<br /> !1 tturlatest WLsion. ConstruCtlon Sea'ent",ar Dor-Corning 1.03 Installstlansones with the■rehenleal coda a7a6s "780 Building Sealant". Eii:iFceNii !!:::is.ubmitted
<br /> R r("ii. •, }g■aha11 be priparrd end �jglt�[ C. to ;t �,:::7iln:mill:p::::: :1:::::::Pbe
<br /> etivr 'TQg43gg �t[!d! �B1e0;� A. Installon flush3smbabyotrs, d` I ti.
<br /> { m tion. La 2x4 SRude i Blocking Hes Fir Conatructlan 82s 1.05 Beck-Up Itat•rlelmt Anchordoor■ercucrlyto•alralght, y ff, e
<br /> P0.11 Plate* He■Flr A21000 D As-built drarin s at HVAC len•sub- ;P ..Jlrortne•s•shown qn lapplumb and level condltlpn rilhvut 9 P 1cedA. Clvaed cell rmolltant forma,il.wlbl. dlrtorting Lrawu or papal eomponantewitted foe permit rill 6s•ubrlttrd Ly" C. il bare rhal3 br•
<br /> ::::7i';i:::E7)7.. ;:runZff:rs.
<br /> med..hor vakua.a■ and!n•lrict canlerwsnce rich
<br /> !o Atehitact. ��' ;i d,i./ ��'� .:1.02Rai3lnitt ■ dan the drwinge or ee ranu(acturrr's lnatelletlon dateLlsE. Rschsnleal ennitaetor will ba•upon- -
<br /> A. Allrolls are troaaon rite niilaor propaulking ofand lnstruetivna, oible!or the mechanical perm'!end "1;' i3••;•rF.Riintvrcing Steil Protictton* eck-up tbr cl*tin.itsall inter-e enc coordination. +unite•nolsd otherwise. Allerasing gcs*nr other aubetence• 1.06 Reference Stendarda:
<br /> ahsllaontorw totA�=dB!! p[QS1bEl!?0 Vnliors 8ut'dinga!e!n thirrla*her■ DIVISION 16 ELECTRICAL �-•,� Yell Barat Cate.rrcognlzad sdltion. All iranes at the■slant. A. HAS Aluminum Asaciatlon Slandardi. t
<br /> Interior faces 3/4" nulling not relied out an the 18010 ELECTRICAL
<br /> Espos.d!o Yrathat 1-1/2"tNS dcwing■mhelI conform to UBC Teb1e 1.06 Preparation:
<br /> or Earth end 23-P. P 1.07 Yacrantp ,,
<br /> awallsr) A. Scope of work: Electrical contractor
<br /> A. Application end auricle perp"rrlinn A. Warms!work•sewer defective
<br /> is to install lights end outlet■se
<br /> Footing lam 3•• 1.03 Plywvodi •
<br /> *hall be In ousel caption.with metals'.or wocks•n•hip for one yaer shown on dcawinga. Also to coor-
<br /> IA.•stint wariutecturar's following acceptance of work.
<br /> dinrte any work requited of the HVAC •
<br /> �b No. 1530
<br /> O-77 �a.
<br /> A. Plywood printed • contractor and the plumbing .7 f t
<br /> Protide corner bars to watch howl- Y panels•hell moot!M lnstrurtiona.
<br /> 1.
<br /> zontal rilntoreimsnt. Placement of e•qul to of the latest edition of t contractor for their stops of*irk.
<br /> U.S.Product sirnderd PD-1 for Salt- B. AdJ■cent surfaces shall be mask. DIVISION 9 PlionnES B. Electrical will b•bidder-dwelgn.
<br /> relnfor t•h•11 bo!n■pect•d by during mpplicstfon end•hall be
<br /> en•pprvved inspection r enc rood Plywood.. Each piece shell beer i All electrical will ba done to■tslct
<br /> 9 y' the APA Grade Tradmoork of!hw cleaned s.ppllcetlon pen 0!250 GYPSUM YALLBOARD SYSTEMS oteordant•with the electrical coda t.),•10,
<br /> tt G �/� ~� ;�'
<br /> D. Wielded Wise Fabric: American Plywood/immolation. currently In lord. Jy NG vV
<br /> ASTM-A-183.6s5-Vl.{x Y1.4 Y 00000 GLAZING
<br /> Date
<br /> t.pl General' C. Shop drawings will b•submitted to k
<br /> Architect for approval.
<br /> 3
<br /> § 03300 CAST-IN-PLACE CONCRETE /bighorn Qtce41 104,e 01!124!4!0. 1.01 Products* A. Drywall partition work. D. As-built drawings of electrical pians
<br /> f Roof 3/4 Rated 42/20 Expamurr 1
<br /> 1.01 Concrete: ahs thing A. Tempesad Glss.! 1/0^thick.alert B. /acting and concealment of plumbing.. submitted for prrmlt will b.
<br /> • glair. 1.02 r Products:
<br /> submitted to Architect. }'
<br /> Nulling unto.noted othavise:Root end Wetlr g, Flout Glmosi 1/4^thick.clear E, F1Fi:i:i1-17ginnil:Ei:ineillF27-
<br /> 1
<br /> ill b•reepon-
<br /> •
<br /> A. Tho selection a[*at.eial.for.and 10D•6"c.c.et pentyl edge■ Ogee. l permit mrd
<br /> 7 the■!wing and placing of a1!coo.- A. Acerptabl•■muf■atutar•it
<br /> IOD•12"cele In panel ilwld(roof, C. Glssing Compounds! netlen. Drawn
<br /> r
<br /> rale*hall conform to the Ceiotaw,Pabeo.U.J.Gypsum.
<br /> 1.Nestle type et rood framing.
<br /> requ/ to of the"Uniform building 06170 PREFABRICATED STRUCTURAL WOOD 2.Hustle type et metal rash and
<br /> recognized'edition. 1.03 Materiels:
<br /> lrr.ing.
<br /> Proportions of ingredients for 1.01 Glued Laminated M•sb•rot I 1�• 1I.L-4,(5`JJ V+JIZTK':"TCS Lea:/ C1�.AZRO A. Gypsum wellhead: 1/2"thick. SeQfe
<br /> concrete shell be n 2604(shed by the 1.02 NNwrement* B. Joint treit■enli Par[-A-Ta ,I� L /L1
<br /> criteria of Section 260{td) thou A. Glued laminated whore Moll*be
<br /> pea system.
<br /> Fye/ "f+r'��r
<br /> 2604tt). Materials shell b. C. Adh.ilvst Cslotaw joint cystis
<br /> proportioned!o lebrleatsd In t:ewformonc.with U.S. A. Take.11 moasutw•ents for glass from compound.ready■!w*d compound,or
<br /> p produce a don••• Product Standard PS 56-73.for the building or!roe!inl•hsd mill- 3,'
<br /> •
<br /> wskrble mix,which can be laced 3-M dryr•11 contact adhesive. ' pp
<br /> I;
<br /> P slsualurel glued laminated timber. wok before delivery. D. Nati'tris moldings mrd wiscalianeaus v�
<br /> without■egreg•tton or.metas-free All members shell be fabric..of metal accessories: Galvenlxed.
<br /> fi?'
<br /> surface voter. Yater cement ratios Industrial ore.dough•fir-1•reh 1.03 In•tolletion:
<br /> for various concrete strengths(F'C) In accordance,with American Institute
<br /> Mien bo ea!Mown below. Concrete of Timber Construction IA.I.T.C., A. Beck-b.d a31 gloms est In glaring 09510 ACOUSTICAL CEILING
<br /> ■tp.oNIh shell be Flt;•3,000 PSI for aprcl[lcatlans,using wet*•resistant compounds in rood.
<br /> ` all concerts work at 20 days. 1.01 Riterialt
<br /> Y clue throughout. Each'member shall B. Fit glias astutely Into glazing bards
<br /> N. A voter crduo[ng rdriwture. such a beer an A.I.T.C. Identification mark provLdad under Section 08990. suspend.A. Non-ilea l
<br /> •
<br /> possal ,used In strict■ceocdanHO and b.'ice'icecap...eeom'icecap...by an A.I.T.C. Aluminum Doors and F • rat. pend.motelpassel
<br /> .; with the manufacturer's sora.- C.rtiflcete of Conformance. One C. GIs.according to glue emit.complete with roll stew.
<br /> 24 w 48 trailing tile". Match
<br /> menden°.may be incorporated in coat of ansadashell ba applied m*nufartutsr'a recommendations end
<br /> sada
<br /> concrete design mixes. An air Lssedl•tily arta trimming in either snow proper alearonce and bearing smieting.
<br /> entraining intent.conform..to shop or(told. Shop drawings Mien .11 around. 1.02 twetillativnt .
<br /> U.B.C.Stenderd No. 26-9, shall be be submitted for rove'to the D. All now to b•double-glazed.
<br /> r.'..
<br /> app
<br /> df _ used in ell concrete aim.for work Architect prior to fabrication. A. Instill 3e'accord..with ',
<br /> which is e.o.m.to mirth or weather. . 1.04 Claswingt
<br /> The secant of entrained sir ah•1l be sanvt•vtursr'.rsetrmrandatlon•to
<br /> 5e plus or minus 1e b volume. Co•b1-
<br /> 7 Vt A. Cleen end wash the work of this • produce finished ceiling true to
<br /> !!BB Qltib 001120 EISEQ1! E--e01! LI!jI! limps end levels end free fro•
<br /> • 1.03 Concrete Piataes011 lea^s1M 1••• 20F 2000 140 1500
<br /> section. Rewov dirt and putty • ecoid,soiled or Omorged geld or
<br /> stole.end Isar glass end mirrors
<br /> �"
<br /> vanished. Do not remove lebele 1•y-Ln picots.
<br /> A. polity Architect 24 hours balor. before Arcfiitect's a .
<br /> placing concert.. 1.02 Reference Retosislas approval. 1.03 Subalttrlas
<br /> I.
<br /> ,',1.. N. Flom Gears.In compllsnee with ACI r
<br /> 614 end mo herein rPea!liW. 1110Deposit A. American Institute of Timber 00030 OVBRREAD DOORS A. Supply Architect with'pimple o[the
<br /> t continuously er in layers of ouch Construction(A.I.T.C.,. and grid for rppror■1 prior to
<br /> lhiakti.si That no eoncrsta will be B. Asarlc•n Plywood Asoclatlon 1.01 Nenrfeoturrr* ordering.. :'
<br /> p'rced on hardened concrete in r tA.P.A.>, ;
<br /> manner Co C•wM asoma or pierce of C. Peat Gaut Lusher Inspection Bueeeu A. Windsor 0772 panel door with low OSBBO RBS;LIBNT FLOORING •'
<br /> hwdtaoi 2"track or a -.,
<br /> 'mNkwaaa. Concrete to be placed Grading end Druring Ruiar. laical approved squill. 3
<br /> eontlnuelualy. edition. 1.02 Rat•rlilst 1.01 R.terialt
<br /> P
<br /> Deposit concrete neer to or in Ito D. U.S.C..governing edition.
<br /> fin. location to ovoid argregrllnn • A. 118••x 12 w 12 vinyl composition '
<br /> 06200 FINISN CAMPENTRY A. Pinot door sections to be of Weet tile. Color to be sleeted by
<br /> cau��d by r.handllnit or!loving. Cwt!Lustiest Hemlock.Jltke Spruce.
<br /> ' P Architect. Umo the best'rods
<br /> 1.0N Cono.sts Finishing' 1.01 Plywood Slding! or Deugl•s Fir.kiln dried.used and prisare end"Missive"for the
<br /> esn4•d. 'aimed with...proof glue. specific conditions recommended by A
<br /> A. Floor which have em esp..integral A. 1/2.a 4'x 8'Guerdlsn MDO Plywood. B. Panels to be 3/4'smooth treed the...eta",
<br /> rl - • '~ ~ •
<br /> "� cement finish* Tamp concretes to smooth surfaced with lap edge,se swtrclvr ltrsd••induitrlel grad. AMIN
<br /> !ores■ manufactured b 5 hardboard. � ,s�
<br /> aggregate way two.surface y lepton Tlwber 1.02 'natatiotions � � i'
<br /> • and screed. /foe!octose end trawl, Ce•P•nF• C. Gloss to be substituted es Mown on A. Remove ewlatfng vinyl composition r�� �/� 1. , y ,‘::
<br /> to �: ' ,' + Z Q
<br /> lightly. When contests has sot B. All edges to be coated e■recommended drwlnita,s pee local eodaFUC T lot=CJtltq r � r
<br /> •
<br /> D. Track!o be 2" llla�Are.,71`ct:71 _J •+� f Y'. i ,f� 1� .l Frye t y y
<br /> sufficiently t°ring under trowel,do by manufacturer. g•lvenlsed steel with B. :retell in accordsnce with l '+� �i .,
<br /> misquote brackets to attach to manulsetur•r•recommendations. _ v' O N
<br /> N I. E f.: tlrsr
<br /> • •second lrowlinit to produce a ■lructur■. All sollrr•to have bell a
<br /> .avoth,d•nN surface[mss from 1.02 Nailing: bearings with tasshsrdened roc.•, r' ��rl;�auL�m�► �ra. al
<br /> trowel meek•,s«Np•,sir bubbles and 1.03 Subiitlal*s
<br /> othss troweling imperfertione. A. All arterior MOO Plywood nslllnit to E. Inside dear lock with•paing powrrd t• �n
<br /> r B. Bwt•sfot concrete slab to r.eiire a b•!Od finish nrlla.eerh nail to be
<br /> latch bar. Opersbie troa interior A. Submit to Architect see is for - •
<br /> I
<br /> eel end filled. wly• P Y
<br /> _r --, Of:// Ili ohs gee
<br /> r`
<br /> broom[lniah,p•rPindiculer to epprvvel prior to ordering. wif
<br /> ltulldLng. 1.Field Nailing: 12^o.o. ,• s' C. Intarloe eancr.t.■lab to rscrlVe a 2.Edge Nslllnit! 6"e.e. 1•� /inLeh! 1 0!!00 PA;MTING - Ham.. LIU
<br /> mmoth finish.
<br /> r 1.01 York Inaludeds _ -
<br /> Y1.04 Crslwg end Peoesrtlon: D1VISI0R 7 TNENMAL AND NOISTUNE PROTECTION A• peon shrtl M prim!randy. -_ - - ___-_-._ . ,,.. ♦/�______.•
<br /> _ _yam4C 4C
<br /> i.04 leitrll•tlonsA. Pain!all empo•ed ewtsefar and , �.�_-�,Ilk
<br /> --il
<br /> 07200 IRSMLATION , - _
<br /> OMEN
<br /> A. Conform with ACI 608. Protect
<br /> interior surfaces•not including ��� -
<br /> eoitcret•against tepid drying. A• As per senul.cturees •lwinuw,rtainlrr•stool.plated •
<br /> __-���� V
<br /> 1.01 Perimeter Insulation At
<br /> Beep motet foe M.1Mst 7 days alter S 0 e'+'Z '+ Y recommendations fat a leve'.plumb •eurteces, tical ills. Imoina!•d _
<br /> placing. Concrete two•which forms sod weathertight lit. • _ _ __
<br /> sea removed within 7 day,r•w'1 se, A. :Intruded Polyatyrsne board,thickness
<br /> plastic.factory liniahea or Siefert - -
<br /> to meet -0. 1.OB S•MilteUt
<br /> ..-,..- ter. .�-
<br /> 0 Z
<br /> e11 assent ilnLsliN,shell be sprayed
<br /> 1.02 Subalttalmt i .__.---7:17---------
<br /> -----
<br /> .�
<br /> so lr.qu•wtly es dry/ng conditions 1.02 Well Inwl•tions A. Indlaste pertlnant:dimension..
<br /> say require. No wheeling. • ganir•1 construction,component•and •A. Colors Miall be isolated by the Z
<br /> f. nicking or walking on finish. • A. Full backed!thornless batt instil- their connections,anchors
<br /> /0n be for 16 hours •tion with re' -le,vele. g•Metall. Architect.
<br /> after coacretr is deposited. end hardware ltxsliens. B. Submit•ample•of tint..sppLLid on BiB NOM ' sem 'irk.
<br /> N. Fill in bolts.M openings*aft in
<br /> the type of est•riel•es Intended end44: Clo CI:
<br /> concrete for the piseega of cork of iiI::
<br /> 00!!0 ALUMINUM DOORS AND FMARBS a!legal 12"x 12"In ossa.
<br /> P Fill treads•otter poo cork Is in 1.02 Moog Insolation!
<br /> 1. All reek to comely with lace'rods•(building.
<br /> .place. Nis.Plea.said cure to blend 1.01 Newlseturss* 1.07 Aewptsb!•Nrnu[salurar'at lies.alsctricsl.aeahrnlasl.safety,eta.). � l
<br /> I la
<br /> 413
<br /> with!w-0 sae construction. Provide Zone Commercial Node 0 C
<br /> A. roil lwek.d fihsrgiru bat!in•ul• A. PIlRabur h,B.F.Noor■,DuPont.Pratt 2. The contractor shall be,r.sponilb3•!v4 B-2 Contract (Amended)
<br /> ether eiscil[eneou•filling requlrsd •tire'with a R-70 value. A. Exterior: Arcadia Company.Mwrcrs •
<br /> to complete work. • Industrls•or sops..equal. •Lsebsrt.Ameritvn.,Millar. cveedi.11 dl the work o!ell trades and Omit
<br /> Retail 'A •r'
<br /> 07.00 RlRBRAMB ROOFING B. OtMr■•Pproved as'equal by cheek•11 dimensions. All discrepancies•hell V/ (�
<br /> i.0e Ngstseie.Studardat 1.0! Materiel. Architect.
<br /> tis celled to the attention of the Architect O
<br /> •
<br /> end be rewired beipr.procaiding with t"' Proposed Addition 400 SF Retail; 150 SF Workshop W
<br /> A. *Cl1 American Conc..Institute.
<br /> 1.01 Bril!-UP Noolt A. Doers end i s Narrow stile*SFO 1.04 Peepsratlont work.
<br /> P. Manuel of Practice. " ...noes. 'Intrude saatlons of doors' Boli ldinc Type VN
<br /> et$ Ale
<br /> A. Class C"3-ply sombre.root otth
<br /> r. •. CRBIs Ceserste Mrinloroinit Steel
<br /> •e'0!rues from 6063-T3 aluminum A. De not begin cork an surlrcu that 3. Drawings indicate gent•!end typical det■ila
<br /> mineral cep sheet with r minimus OCCIIpanC)/ ff3-1LI Z
<br /> Inst/.tuts,Nanus3 of Standard alley. Rake■aJpr portions o[doer ■re,vnsultab1e for prepay[Isiah vf
<br /> of construction. Phare conditions err not
<br /> PrNtics. 'J year warranty. stiles 0.125"thick and gluing work. Notify Architect of unsu1teble sp.0lllc■11y indicated.but arm of similar
<br /> Q. ARTS American!costly for Tooting B. John Ranrrilte or•yprerad.q `Cj ieldlnits 0.030"thick. surface"and proceed with work only ch■rsc!•r to datella shorn.similar detella o! Co �,
<br /> •
<br /> ..d Ralsrlal•. L.02 [s•
<br /> stsutlont than condition.ere corraetsd or then construct)°n shell A.used subject to review
<br /> P. Y.B.C.* Uniform Building Code. 1.02 h►rivisieni instructed to proceed by Architect. and approval by the Architect.
<br /> O '
<br /> B. Wash unpil.ad galvanized mats'with a
<br /> A. ioetell•tion of rso[shall b.in A. Constructions Jain door stiles and *elution of chemical phosphoric motel 4. Contractor to consult subcontractors for all1:4)
<br /> ''''',; strict rceerdener to manufactures,* rail.escucsl end reinforce with etch end allow to dry. tool,call, floor end foundation d blockings
<br /> DIYIRIOR 5 METALS instructions.
<br /> y end provide.11 rough vpwninga end bloekin• CI: =
<br /> Structural corner smomoblire. 9
<br /> 15
<br /> OBl00 N1lOBLLANBOY>!NBTALS 07000 FLASRLNO AND SMEETROTAL
<br /> Exterior doors incorporate two roman 1.05 Schedule of Finishes.Eaterlors ••elle11.1 .qc
<br /> olio....tripe from top to borrow 5. Each subrantr•ctot,.t the ems INSPECTIONS SHALL BE REQUIRED AS PER THE LOCALF.. .
<br /> 1.01 Atmel Cewwretesi far O1 La■lw.t.4 1.01 flsihl sand Mao[Curbs:•
<br /> in welded hinge!n stiles of double- A. Erpomod motel! completion o!his
<br /> J `
<br /> Nsebarit meting doors and In lock atllea o! 1.Fleet coals 221-17 zine duet work, is to 11 his dabrLr from the CODE• ♦♦
<br /> A. Fleshings shall be fornlehrd end pair•of doors. U.ensp-in type prime (for geivsnisad,. 621-04 esti end law•the building broom clean. V
<br /> A. Steel Re M AWN.A-36,FY•76.000 Ps;
<br /> Oozing steps with aapgeed etre•, •low root prior(tor ferrous,. • Contractor to furnish all required blocking O
<br /> !metalled!n locution shown on•rah- Use lock-Ln Selma 2.second and third coater AlNyd for ceiling mounted equlpmant loot.. non. •
<br /> ••shown rev 4rsings. par pro°!type•top* DESIGN LOAD'. �„ E
<br /> *Lectured drawings. Fleshing"shell an enteric:side. [ Asa,semi-gloms
<br /> S. Belli to conform to the currant ASTM be[sbrleeted of 24 4s.gwlvanlz+d quip door 1 g oar finish.
<br /> SpsailLastLew A307.803!•. with rdlwtabLs maahonlem In top tall 0. MDO plywood! 6. Each subcontractor!r rsponwibli for any
<br /> steel es dalrlled on drawings. • near lock*Rile to mesareic for minor 1.Edge•ruled with polyurekhona demo.to•dlacent work and im responsible. M
<br /> 1.02 hbrlralien* e3a•trnti•dyuslwantr otter•
<br /> EC4(slusLnlssd,, Iwperlal Print far the repair of said dameme eat his own ton addition usoed
<br /> the dead loads, the following live
<br /> 1.02 Coping■* installation. Cowpony.Portland.Oregon. smpsiirw• lords Mete aced for design: W
<br /> A. All wide N M 2/e,0"minimus unless 2.Free:
<br /> A. Ce/ings shell be tusnls'►rd awe 1.04 finish: a,Primer:Let.prima applied to 7. Nachanical and aleetrical work under ROOF Z5 PSF
<br /> otherwise er11M out. Welding sloe- lwat•.lsd in locutions r,home'on•rah-
<br /> ...to permit. Neehaniarl to
<br /> tredrs ilial!N 070[1 electrodes for Seat a 1■/l dry film thlckmou, psovid•
<br /> minuet shielded motel-eta welding or 1leoluril droving*over t:ewRlnuaur A. Finish•11 exposed mowbare!iris of b.top torte)Two costs latex.
<br /> Architect with locations of all diffusors end Wind per 1982 UBC 80 MPH Exposure Q
<br /> e qual electrode for ether'molding wood blocking provided and installed scratches end auetsai bimmlehrr. Follow unulacturer•i the th tats for his nvtrw print!o
<br /> y others. CePing••hall be lob- a Ite•llon instructions. 70
<br /> installation. AsauslLed moi 1 raaeure 2000 PSF Groes
<br /> Ptaasassi. Voided lotnls shell ton- Pp p fa
<br /> rioeted e!24 gm.g•lvonls•d stool co*!m aw!he ao■alible with
<br /> t erm!o AYS Pr*gwll[!ed Joint i.OB Pardons' P
<br /> .•thtalled on drawing•, A. Contractor shell be
<br /> :k Detail.for Welded Conatructlan. pries. responsible for the eatery
<br /> of the ars in which he L•corking ane.h.1' Esrthqueke design based upon: tJf3C Zane 3: K ■ 1.33;
<br /> Shop...wings shall be submitted to 1.07 Reference Standsrdas A. Furnish and install door hardwre at '1.00''- Oeh•duls ol Finishes. Interior: provide ede a. ahvr1ng mid bracing and guys CS s 0.14j I • 1•O• •
<br /> the Architect for r•rler prior to 'res e!manufacture.Includingin•eeerdrncs with all■pplitabla•clary
<br /> J !•brLeaRlen. All veldtng shell be A. Shoot Motel end Air Conditioning F stalNar+!ibis s•[oilowat A.•,Bapes.d gyPsua beard and'looter*
<br /> lois.
<br /> paean.by AWS certified welders. 1.ReeLmum security lock, 1.First coot!220-06 pr1Nr aNl•s.
<br /> N. >!h Palwtln S rho Contr•ator1 Nacional AeaovLatlow. 2.Second..ats 220-06 9. Earthquake loads resisted by cheer Wella... Nlrr :so0:tooIp.50
<br /> ist( inatthflstsr[ t3.Third coots sal-glomeverand ttyfor iniurl !or 1.0{ Sub.iRtals:print . to persons or for dareyi to property
<br /> •
<br /> spplie•tiene. Apply paint to obtain A. Subs.shop drawing*to 4.Flush bolt on inettiv.1a f B. Mstarirlr: caused by the negltq•nes of the contractor.
<br /> SOILS:
<br /> •dried Cllr thick....of not Ise Architect for approval before pair doors. 1.fats snemil. hl*gents.raploy+at or subconlractora.
<br /> than les ell. Promptly repair beginning lebricslLon or erection. All footings •hall be Cast On lllldistllrbed fire
<br /> desalted cerise's with print. 1.00 Psotoo!1 Costinital 1.07 Appllaatloo 10. DO NOT SCALE DRAWINGS. Contreetor t■ natural roil, flea of or a Footing
<br /> Include'minor connections and
<br /> reepnsible for the site verification of•11 g 'lie BlateriOls•
<br /> leeRenin• 'pacifically dimensions end conditions o!the existing excavation shell be free Of loose soils, sloughs,
<br /> 1.07 paallty Assurance: net a olticell indicated A. Protect•'1 empo•ad aluminum•uri■esa A. Apply materials■ecording to menu- g
<br /> but rico..to corpllte work.
<br /> with•else'1.cqusr costing before lecturer'•inrtruttlone and fres from
<br /> building prior to couencing work. Consult
<br /> A. Welders: Certified*+approved by 1.OS iweeution: •fi!P■ant. Provide a heavy cow!of runs end erste Apply no paint. tfis Architect about any arrow,omissions or debris and free water et all tines•
<br /> listing laiiorrlory In confosunN sine chromate paint for aluminum varnish or enrmal until pr.tedlng
<br /> ebony..
<br /> t
<br /> with local building codes end by
<br /> clips.anchors and other lvomo pate coat is dry and hard. 1 SHOP DRAWINGS:
<br /> toots Prescribed!n reference
<br /> A. All sheet metal work to be done in which will come In contact with B. Do no emtsrlor printing in rainy as •11. Dimensions shown an to the face of stud of
<br /> •!•ndard briar, strict accordance wan MAGNA M•RY•1. concrete.mortar,pleoter or die- dump resthar or until surface La dry. new mills and finish of sedating walls. Any •
<br /> C. Point aaposd piping.conduit•darns. dimensions celled out s eller surf be,clever
<br /> 07B00 ROOF ACCESSORIES .Lu1■r■.t.'■, hangers end Moiler.urleeee. finish dimensions.
<br /> If fabricator's shop drawings differ in design or '
<br /> 1.OI Roe!Vrnlr( 1.07 Inat•lletfee: D. Eliminate prime costs on finish
<br /> schedule for prrprlwrd motel
<br /> 12• Contractor to provide.ail...say blocking, add to the design of the structural drawings, they
<br /> A. Anchor door•securely to•slrelltht. mortices.
<br /> peaking.bracing end!ming for all light
<br /> shall bear the seal and signature of a State of
<br /> ry1 A. Moos vent shall M provided by teef piueb end level condition without tlmturrs.electric.'fixtures.pluwbing
<br /> ■enuiactuces,It.04-1.2]OY EIDai esC4,04W-PLOAL distorting!reser or p•nsl components fixtures.and all other hero requiring the ii!iiiti!i0p
<br /> n registered professional erig�neer. Said
<br /> B. neof vent winder opening 9.5". and!n strict cvntorunc*with seas• aignaturo to tis affixed prior .to
<br /> i
<br /> ' aanuistRurrr'a Lnrtsllatlon details
<br /> end instructions. 13. outlet•,switches and thermostats an the same Of shopdawings fOrreview fDyZ7C"\ 1111 1,B. Glass!feed panels w/ch arohtlnuqu• «•11 sa be,!n-ltn■horlsentr11 era raRlas1 p Generalontractor shell revew and
<br /> vinyl ehannilr r ve tu&operend dither 12"of roll and ounlesscutio othisrlee _ hdrawings before aub>tlittaltilriatlens to prevent saperatlon of itelsd. Drerinma lndlcet•lotrtlon of2 4 ,.
<br /> gins end Pan'e!a. electrical end lighting flaturem only. All •
<br /> work to east electrtcel codas.
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