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I� �,` z 1 f ' • i , • .else.,, A 1 1 **re►rept to s>Ra l i Ira ��1�t posol t►ew er .teals l t`s easetr lel►•• tom- .. •. .i� • .f. t / ,, ;1.4 ,..• "%kat i or ' , e • 7.:, i. i. • • Q' / ' , ' .S,��S .: ,,1 1,, r7%4'4. 04.04�'r ittoPtItR 40 ICS Moil 4Pr S Ole• �.i.i A' rr• v . . •: ' ,'• ti, .'•• . •t1 1 . 1104 .ti , / , ,� Aj l 11�' Qf SlEC Ii tE0 I Tfls1 �'� ,t '•:• } I ..! • • 1 0r r.w • tonere 1 t 5) The s $raetOr thoil he fissile/11141e for proOor J4i $ , lied p1a»,taikant4.' 0014: f40001 I it, . • Subcontractor wl l l verifyprior to l,idd ng that all specified It will { s et ik3� =li. Nee v �h. M'a other relatee Ile •. • '' w �i0 ' 1•�/1s'f wild pro flush t$ with ' w•11e!le in time for 1lnstalletfon dur'i•►g orderly and timely pro>ftett of ionic. • 1 ' ► es A +conctr0 a from r iloy a1!. vonddla., , { , gitem* - Salk.' R 1 ' OM1`'it�f'Mlr .,t1 f l protest 1? t premature if !' ` gl rch V,yneer (1 hr rrtsd wtriK ' t iKs 1 Glc 'SPEC 111t1Et cowl r r ''►rtes sty• and N�r'>t11?srt 1A�1it tr •/ t Ms►r. J � , j4 minute 1•flirt 1 iq•t a t 1 with y. in the event specified items will a ' ' • / self crhl hl unless spanot be Iso available.1 ab l e. the subcontractor t r ac too� r1 1 1 • . M Ague. 1 , t notI1y the, Des1gn Department of TuaIet1II DeveIop000t Cott•Party prior to 0d r• ConetsU »mss11 !tM/ells111eeA+tlt>�1p vibrated toiI1ci�r1�1y during pawn eye W"TN 1►at solo", !'IJLLY ,; .'.. 1 j t i Issron. 01 1i 04 1: OMIT • , • ofBere a Ititlnai ,t �ii 11i1 mixture throughout 1• �R►�Tr' _ J ue4 �, '+ ?,f " -�- 1 Q - 2) Doors and irroj to be prof it+i shed to m•tsh finished interior millwork used 1r- �� All caste delays bac vee of o00-*vall•It{ Ilty of spetlflN Itet•s, whorl h 1) (merle. 'go". twit' M0•O0Pe`telitrsll with • 1•Iw 1. throughout '�rojoct. '!o Al res could of have been avoided by the subcontractor. will be I to charged] es OPV 1 SiGM Q2.. �TRt�T 10M t1AC NTi •'�1 ^:�` ; , r alewife. �" ri1N1r t fry �, tPeN wi1U Old. 3) Prav l de r 1 ' door hardware ft, , I: wit1 =Vii` y , • i .. dt+•h as �!/e1G 11M iw Olv{slon 3a, 11ieat!or► 0. hentln . { , 11 h�h necessary without any •dei t level cost to the owner. l .,• , 1 ► `J CO Section A - Civil 1 r ` - actor to *hely ttuslfee color lied finish '" ' 's r �tllSTLI�YIONs r S►EC�IrrEQ wrRl ;, 1) rnQ n.e ing i Site a...loA.ht r•, ` ' - ' `: rw 0) *Mips »IW 'Leet weet QrvslgQ..nt C c,�sletor apprJwl prior �[ ' 7 e , 4, r • 4111.1471 .4101•41*' e�olli s et1t11rIrMr t►nM rNIQ•af '1 hs • the amigos ao•rt�At of TualatinKi 1W► to 1) Pie1111 olid.$ s$Ifiitatlaws Ay, , , r • Co• llroductic$. •,a - {' K , `% rl '�• !* -1- • • ;. r etlltikBM s!O. and w l lwul►T s�i.�ee to.Mr Ott reposels for substitutions of meter1a! s, equipments, and methods will be • n � • ' j Neo/ Ntt'pelt• wJto "� considered only when such proposals are aK,cotllpan 1 e4 by fell techn f c•1 date (''� ��T`' C. -�VI.T"�'N IG' • � 0 ilr►"tlfitr 1{qli t►h. s - +M' t«• , t0 : , - DIVISION 1 T11 and other information required to evaluate the proposal . ��(D rc 5'k' �o(o T71 �V 1 ` � • �Idl tdA Y jr_•',_ !WD rii4 ioN tt4 } ,, V r .4140')104904,4 4 '� Sot t lac A Cutters end tkown s you i s r - Propo�els for ,ubstltutior+s will be subm{ItteQ to the Design Depert�aent of w • r Tualatin Ofor .ubst l Company •4,, 37� i5.13r11 .. •• �ISISS i�11M IIC iiA ' .41 * t l ' ._•�..... .k.� 1) Prov 1de a 11 clutters and downspouts shown on the drr++ings and sees 1 f 1rd i Iii Do not substitute materials, equipment , or methods specified unless such Section A dt,n►twd material herein , ctlrtRlats in place , totted and operating. , a substitution has been approved. ' 2) Allgutter and downspout .•, pout rr►starlall to ►e 26 gauge �rlvaniasl shartirestal . Section 0 - Archltectwral clans s Specifications i) All impber is to 6s %ell seesooed, oir on kiln dried of uniform moisture ► ftONrl1CTt IIETb(EN CONSTRUCTION DOCU S +' t�of►iatt , free of dryrot . twists or splits an slxed per plan, j) Getters to be S" 'K' style fecla tr ,• e 1 Plano prepared by: type mounting d;relctly to ew4 of truss tails. i • f Should any conflicts occur in or between construction doptiments, the order ' ' Ail 2 x 4 studs to be standard or better grade Coast 1•s Ir. `� , of precedence shall be •s folloos: Deportment of Planning t Desl fr�1r1►in lumber other �� A� 1 4) All materials to be Priwl■d sod ready for paint . M 9 thud' to be /t toast 4p1'1M 'f 1 f. ''1 �' •i Tualatin Oeve iopmten t ' ,pony M' t'esl►t1i1,� lir. S) Aaw1•s . 1) General Cooditlons 15)00 L.M. 116th Avenue I pouts to be connected directly to Storrs drain system. i 2) S eelal Co ons 3) 1'►assvv-• treat •I1 sills , plates, stsepsrs, nailing block• end Inds of studsv Dy3) Scope of work Tlgard, Oregon 9727 ; nawed Iwsts iA perl•s>nenl contact sl{th concrete. b) Dcswwsl+outs to Ds Instolled, Lein plan, W✓ t• M) Large Scali Drawings (Det•il +t) (SC3) 639-3101 7 $) Small Scale Drawings 4) Al'Ai lustier delivered to project site o be stored 6" above ground and pro- cooed Irate weather. 7) Downspouts to be always installed plumb without offset . q , 6) Project Field Superintendent i , Ser.t ic'In C - Landscape and Irrigation )) Ilsef and well sheathing to be i" 4 ply O.F. C-Dgrade exteriorglue 1 Section e - Ventilation - any case. notify the Design Department of Tualatin Devtlopeent Company plywood. ' immediately for their consider•tlolk upon finding conflict and prior to 1) Plans and Specifications by: 1) Vent all appliances . directly to exterior , per plan, providing any required proceeding with work, 6) flooring at upper level to be 5/8" Plywood aubfioor , nailed and ) damper s Div 1 d 2 i mmt rm eo , Landscape DC•{1 gf,,e r with / 1/2" lightweight Geore t e over. !t ued s Y teals per code . , F Terra-Sol Landscaping , Ltd. !r tinct►, to Ir srsNttd to roof vertically throe* Io r joists t 5511 framing est/ FIELD SUPERINTENDENT Tualatin, Oregon )) Provide 4" D.r. C-C giallo plugged and sanded exterior glue piywoad at all Insta►llai/ tightinto ropy jpMa or betwewn floor ulstsf roof and deck overhang �xposures . * >' } per Nle . Tualatin Development Company will have at the project site, from start to (503) 638.3017 3) All finish of co structlon, a responsible superintendent acting as an Authorized a) Provide all f iret,lmyumckinm3 as required per Code. .'encs to be properly fleshed and caulked to prevent ether infiltration. at • Agent of 'Tualatin DevelopmentCon +ny . The superintendent shall be on duty _ - 3j All ,Simpson hewgeri shell use 16 Penury Corm ialit b) All venting material to be galvanized sheet metal . Ex sed surfaces to be during all working hours. Any instructions or notices given by him shell Section 0 - Shop Drawings , Product Data , and Samples DIV15i0M 10: TRUSSES Painted to match material directly adjacent . have the same Importance as If given by the owner of the project , Tualatin Development Company The project field superintendent shall be responsibib 1) Shop Drawings shall be p-e�oared and submitted by subcontractors Section A - Trusses Vent attic area per code with continuous ridge vents an gable end ventsreq. for general on-site supervision, scheduling, field work authorizations, and specifically , but not necessarily limited to, the areas of work .._ i per plan. - L� 4 .o approve! of work prior to payment of the subcontractor, listed: 1) 'Provide all roof trusses complete and in place, located and sired perplan . �. •- SUB-CONTRACTORS Electrical ' �' trusses 2) Trusses td be constructed with pitch per plats" . • 1 c4 All subcontractors must meet prior approval of Tualatin Development CoTnpanyl Cabinets Q 0 0, �.' Subcontractors are expected to be accomplished craftsmen of their trade wit Plumbing If required3) Trusses to bear at�y to top plate of exterior calls m>f tp • I 9 ( by per plan. Toe DIVISION 16: ROOFING L a reputation of being able to complete work within their "pacified area to nail with 16S nails et each end and tie to top plate with metal hurricane , �Q♦ ,`Q.^ , �.' • the highest quality of their respective trade. Subcontractors will supply • 2) Shot' Drawings , Product Data , and Samples will be submitted by theclips. Section A - Roofing `� f CQ to Tualatin Development upon request references, repres•ntive work, securit es, svS►cantrattor with reasonable r 4) Truss supplier to *magi! detailed promptness and in such sequence •s shop drawings and truss layout approved • � Q ,p and/or bonds as required. Tualatin Development Company reserves the rirgh to cause no delay in the subcontracted ark , work of the oovo by • registered engineer to the Design Department Truss of Tualatin Development ly �DIto be 235 0 •- to reject any subcontractor upon fa' turf to satisfy requirement necessary td or work of any other subcootra�ctor , Company for approval prior to taD► scat ion, Trusses to be engineered for equal . ib' `��r'�i* `"O"'� •s manufactured by Bird end Son or • 3i $ prove their ability to perform work specified. 1 25 PSF snow load, 15 PSF dead load except at ptrge atone tiw:�•s attached G Re mete building strectvr*, which shall be designed for dtlftlngc ' 3) The subcontractor shall submit Shop Drawings , Product, Data, and gn0' snow load pro y MATERIAL PROTECTION Samples to. va►yfltg From 65 IMF adjacent to roach structure. to 25PSF at ' out . Cti i .. 8 z F.g- +m► DIVISION ft: 'MANIOC LAAQA Zit . The subcontractor will be coolly responsible for storage and protection of 1 Tualatin Development Company g • 2) The shingles are to be delivered to project site in ory, ImenOacturer ' s original allmaterials and equipment related to their particular division of work. y 15300 S.V. 116th Avenue Section A - ;ramose Lebow unbroken package and shall bear Underwriters Laboratory, Inc. Class 'A' label . �; No credit or compensation will be allowed by Tualatin DeveiopmentCompany Tloord , Oregon 97223 • .� for reasons of theft or damage due to vandalism or weather to materials or 11 t) Erect interior and anterior {calls so as they are Olemb, straight , frees �� All Shingles must be applied in strict accordance with ,►�nufaciurer ;s ollee !A eq•Jipmtitnt left unprotected. The subcontractor will be responsible for pro- Attention: Vlad Voytilla de,llrtivn to Plan. and sg+Itre rithin • tolerance vl 1/13" in any dimension.. latest Printed specification by an authorized installer . s�V a 1 cv taction of materials and work performed by other trades. 2) rrar•er to allow a lki" unctbstrutted clearance bct,,,een studs for 4) Roofing to clwlify for protection • under m►anufac r l 4) By submitting Shop Drawings , Product Oats, and Samples , the sr- to er s 2p year warranty for . �, OWNER SUPPLIED PROVISIONS contractor represents that Ile has determined and verified all Instillation of optional medicine cabinet at each bathroom well adjacent this product . • t0 vanity mirror . ( i . f materials , field measurements , and field soestruction criteria Tualatin Development Company will be responsible for and maintain the related therlsto or will do so5) Subcontractor to supply to Tualatin Development nlent Corns . I manufacturer 's e prior to the !tart cf work , and that written warrantyupon ' proper operational function of the following: he has checked and coordinated the Information contained within such conPletimx► and prior to payment DIVISION ca: WINDOWS submittals with the requirements of the work and the Construction -`�--�- ---- 1 ) Temporary toilet facility Documents . •, 6) Color to be Highland Brown per nlanufr►cturer 's standard color seltctlun . 2) Temporary water supply for construct ion purposes. • SetClgn A Sliding Windows , FixtO Windows , Patio Doors • , 3) Temporary light and power �• 4) Temporary heat , as and if required DIVISION Oj: PERMITS AND FEES 1 ) All sliding windows , fixed windows , and patio doors to be aluminum frame as DIVISION 17: SIDING MATERIAL 5•) Job office with telephone and space for storage of all ; ` manufactured ey Mllgard Manufacturing Inc . , or equal , seer the following r , schedule end sized per plan . lE ') Section A - Siding 1 construction documents. Section A - BuildingPermit it will be the subcontractors responsibility to provide any and all necessary 1 ) it will >( Development C,� .i- pany to Sliding • Windows 1100 Serle" 1 ) All exterior " 'ding to be I/Z" ,< �'� (,r�eotdar bevel siding. a"/ be the responslblllt of Tualatin equipment , tools, materials, skilled labor, etc, required to perform end obtain andfor all r Fixed Franc 100 Ser./•sO � satisfactorilycomplete all work relative to their pay required permits end governmental fees , unless omp particular disision of otherwise provided in the contract documents. Patio DOOrs 650 Series 2). Siding to be ote-stainid prior to installation. i; 4141m11!1 work specified In the construction documents for this project . ��2) All wlndolrs to eo double insulated.DIVISION P4-05: QUIT �. j) All windows to be "Durebronte" finish per Milgard '1rwlifacturlr►g , Inc . �"' MEASUREMENTS - $p�mtl/teat oils , Section - Cedar Trim ' Before ordering any materiel or perform any act o1 work specified .,1 the - 11) Provide t tvnpered gloss as required per code. construction documents, all subcontractors will verify end approve •11 field 1) Provide SIS2E grade or better Western Red Cedar siding and placed per8 DIVISION 06: COMCRETt FoulwllT10+1 n) Ks YZ-G 1.,d4K6 lipWE^,Q i.1N1T5 nom, p�R plan. E__ m easurements relative to their division of work for this project . - -' , Section A - Structural Concrete { It is the sole responsibility of the subcontractor to notify the project ;) 'fist to M palattwd per division 034, field superintendent of anti deviation found between drawings and actual ` ► field conditions prior to execution of work. t) Provide all concrete foundation ells , footings, and piers reinforced /� `�� end sired per plan. Al ? concrete will be constructed so as to not (I 1 v i It shall be the assumption exceed dimensional tolerance of •/- l /g" In any measurement and poured - • a `LJ �� uxipt ion of Tualatin DevelopmentCompany that the level end true so as not to excelled with c1._. subcontractor ,approves field conditions upon the commencement of work. Md • tolerance of e/- 1/a" respect OIVIS1011 13; EXTERIOR DOOIt>< to the specified grade. "• QIV(SlON 1a: ONIT �� f ir d Tualatin Development Company will not allow any extra charge or calwper,sa- I Section A - Motel Entrance Doors • y tion on account of dlifrrencts betwllren dimensions indicated on drawings end 2) Ail concrete forme will be claw well r rod endsI .' P M+ ►tpported. Concrete _ shell be Sul/itlbntlY s,•clwelt•Ily vibrated during pallor to •ss�,re a con- I) All common foyer ewt►rrltr doors OIVISIf�I Il: GARAGE DOORS actual field conditions without authorization prior to start s/ srerk, slstant homogenous mixture throughout . to be /t0i - •----- ow io Thorne•-Tru as misnufaatured by halt. Shorm3s Industries of Toledo Ohio, In Arc�ordamc• with manufacturers latest written specifications sad sized par . 4:A 11 Provide 9'0" x 7'0" I/4 sectional overhead 11o.�ghtex rrltpdoraill flush panel- ' 3) All concrete reed shell_ eltiu•r premixed a transit mixed with • giro. garage door as manufactured by Crawford Door n y111 m ' compressfw strenetyl', �A�"N•1 . at 21 *WS. Cor�Ipa y . 1YIt,i, Oregon. or ague' • :! ' '1::111:01111i 2) fhtras a doors to be pr( 1 ' equipped with !mowing acyl• sill wltl►'tleresAold and 2) Doors to be Installed with comp►'s Ion hardwire. a l . > 4) The s tAsow f reC to P shall N r et pew s l b l e for Dr ompe r s 1 ng and p l arc amen t mprilp 1•t rt,l y wMrltly r s t r l ppred, n • ' u1 all belts , csr+abl:tors, anchors, and other rel•tel d►mre. Sun- ;1) Exterior if doors to be intoe Interiorof ► "I M doors to ret•I vt one tort o/ 1 eo,n Q r•e for Int 1 1 p rm t et t i l l cosec r e t e from p rti et•t of r e d1r'p l meg, v eh/a 1 s t wood sea t s,r . , freezing wild harmful effects of weather. r n �`i r�r M M'M per di vision A'3�}, m` I . ' ' ' "�. 1 OIYISII�N ;b: OMIT • 4 it ♦ ..•+'r 1[r 1L, 01. .•..Arl ..4......►it«.666.6+.-1 . .14•.0x'.iL.lN.YL•.rl/, -1 I,;,a,r.., . -.. �•1�2•. • • r '• It l ��.. I •' Ri , t ..4 Joit ' - t • • '� a r -- --- _ ; : • ,+ '• 1 .'t' •C r r,da,4 R'•1.1i,_.#.,, .,,�♦ t . _ ,_ . • I • - - ` 1 cI ` .l _. - [11111111111111111111111111111111111111111111111111111111 I1IlIIIIIIliI11111JNOTE : iF 'HIS MiCROF1 _MED lL4II► III II III ►�IIIIII6I � IillI I � liillli�( I I i IIIIITill ! 111 B ; 1 10 11l 1.rURAW1% IS LESS CLEAR THAN THIS NOTICE, IT IS DUE O -- l E- • THE QUALITY OF THE ORIGINAL g LI 8L LL L g1L L faL IS III L 8l I l Ll 1 1 1 III l ill 1T1 1 6 'N , L 'illi Tg f £ L I l „ M DRAW iNG, 1111 111111111 111111111 111111111 11111III II1111111111111111111 (111111111111111 I1I1111 II I I 11 '111111111111111111111111111111111111111 11111�II1 1 1 11 111 IIII 111111111 I 111111111111111111IHIII11111111111111111IIIlII1111Illlillllll11111I I I 111111 111111► 111111111111111111111111 IIII2 4/1 )( MAY 21 x. 990 I I 1 ♦ a ,• .,, •a,F, /" ♦�.SAM•••r.t..y .� 'es�,r r tr.aP a,tl. \It a!? ♦{... u'1+"!�" 'ii 1 ? � ie ► �•e!m•sr'i'�s1 J� �aTi� A tl'r'�"'t'�•rj*' y\rs q!tt"«rw !!f*yiE �►+; t r . n��e�rr� , . N ••, � �jyfi F t'�! '�'7 A'. �' .",rt .•�' 1�7•;.-,!1 ,,I4'lR� 1/�'' M'♦!IL["`rya• • f • ' ' t _ Y•"'s AJ ,M ,• �. .4)'' 1 t t,+, t•. ,i..' i• LTt '• 't r'f' �, • �� .,t 1,��„ t !� tl:'. ' ;� �• ,' ,,ll .., r M �. .►� .I-1 t ` ayM t.. �l• A`1 r, y, 9 r ' , , • : ' �.1,JiL•. . 41 , v •'l '1) Ti'4l t• }•►'" 'SI , ' vIr ..1 ;? . •y(' 4 ` ' 1+ , : '4 .� t,. .. , o' ' , , ' ,, � '.4. . .i4...".` . t -�/ •)�'•,.•I I • e . ' .I.t 4 rT -'4 kk ' 4:r �.. ... Yr,w,r ., 1`r 1 14!- 'r # r, ;',4• n1 /..'.„ r, . . fiTt• }: t� r DIVISIONi. • wow- ki, . v4v.wwieswel 21 : WIRING S.ct l,at matt tmnaul•t ion • '.. ' ' , 'm, ',r` ` 't. \. It( .47 , -rII* „. f .- : 1 J _ ' 'li Section A Electrical Wiring 1 Provide ft r - V1 1 • . ! 0. •-- •' -- 'J .. + 't. tit, 4 r e. i 4t :•+ ;,' • r -P.” '' i g ) v de • Watt type iniulatior with Kraft backing as .t, x • r 1i. tet r . . . � M ,. �, .: and spec.iftod herein. A shown On Iraerr/n V . ..t, Ld11•A6. ill's >r f. kms..• '� . a+ , 1: - / ,,Qr- i ) Provide electrical systema at, shown on drawings need spatlfied hereto , f�. , VoL� �� M )110111t,. 1,` �? . .''� ,� ,, . � I fOw AMirrors t milt /c,�}',� c �`t o ; • ., ;,r. IA.. • c 1/,1 , , 4r j complete in place , tested. and operating, including but not necessarily 2) Al ) insulation to comply with State Code Requirements for i•Nlisditipm • ti.' , r1) �I •fes 1'! ** ' .fe.i v. ' 4 ' 'i'.7 I. . 1 )114" float lass mirror free of defos.$s. �,:''/4► 'JCA t t 1 / ' S 1�,� !�. r T l imi 'ed to ail service , breaker panels , meter base, outlets . switches. shouo on firer+ing. . ' , , • r , • , , .-, , t • - , lights , bulbs , and wiring required , per State and local codes . ' 2) Gator' co be 'sleeted 'from moomsfact�A►'Ar'I . tialstlliw,R. 2) ideas to be polished. it . � ii�, 31 Alt Interior common well to be insulated with " $ptts• .0 • ,y' ti/ )� thick misers' wool 2) 125 AMP meter base , . • lhvRFr►.r� 125 AMP panel and 125 AiN service. t � �. 'j) i'111`IIpM and tMtArtlAlr � 2 �t• �i'wMi ' )) ileo and location per plan . �. • •,J+�• Q MOLJiJ1 GP ii to NP, tIh1ltJM5 - ►rl.l.*i4 Motir1l' p1J �.A�,�m.,ent,.. 4) All exterior [lull cavities to be insulated with Fiberglas bolts. c • ; i • 1'. ,' 3) Furnish and install all bathroom vent /ilgtlt/heat units as required. �2 memo 14t.m1drlti> r , 4/119111) . fotis71tt II - hardware m ' ' t Nutone 19420 or equal . 5) Vapor barriers to be placed toward heated side of wall • • . I « ym r • M ' 4) Supply smoke detectors , located per plan . 4K)Z1es Or".. literlmar PaiAtlmsg , , 1j floor hardware to be kwikset Eireciae. a. 6) Us• Fiberglas sill seal under all common well and exterior wall solo Plated • ► . ,. . ` ) at founder Ian toel I , I) ` f fldlr' 60 4a *Owe with •1V1+pic, or egwl , seal•trammoplpralllt stain 2) Malt entry doors Op be keyed wltwv keys per r11" s • ' 5) Wire and connect all appliances , per plant �f1• to M at�il ttltb 01 Ic, or ogee!, heav %.1.,�I ^ Y6P �' , y body $ ale •-1• 7) Common flour/calling esseambl its between units to be insu1•tsad with fie'' Q~ - 6) Provide 220 v. circuit for clothes dryer and 220 v . 31) ow. circuit for mineral wool baits between floor Joists In a continuous em .e , r so •e to ' heat pump, located per plan. not allow open voids for sound transmittance. 2) •idIM io Ih Ovtadippoi± steln.d ►r111r to 1poLall•tlom. rl m 4) Pro'•: ide grand master key eccessable to all causation foyers and e11 units. • , . . I) Light fietures as listed in Division 36 herein . d) Provide R-j0 Fiberglas tett insulation in all vaulted seilings• )) Geroge door, to ars painted matching body color- Deilver to project superintendent . s, _ 8) All light swatches to be mounted 36" above finish floor except as per plan m r t 9p Section C - illown• In Ceiling ing Insulat Ion 4) Entry &lots to be pelnutd ititlt6e color. 5) Hardware at each bath to be . ` 1 over vanities and kitchen cou•ter. 9) All outlets , except at counters and vanities to be mounted 11" above finish floor . I) Provide ell blowm- in ceiling insulation located per plan . Uglier C - Well Gbeer/lll$ I " 1 - �0 throws r Dans tow«1 bar - surface mmmwvn t ` 1 0) Install one tingle freezer outlet K rear cf each garage, LItte. .2!) Krf.GT,V� purchaser 1Chrtroll toilet t i s suho I de r ♦ec a s se d mount "m2) (nsula orto bs either Fiberglas or Cellulose and shall have • sinless, 1 ) Seth wall odee1N to w selectee, �► sod fnstallel by ►#p- aw [mactcr.clp LINA" 4C� i1i tI ) er-!'wireV II for garage door opener in each garage . - value of R-30 and a minimum depth of 9". ►'rapes •it'iittemal sells for wall tower'lmme. 'I - Pressure fit shower rod (at oil tub/shower enclusurss) , Section 8 - Telephone Prewires ' 3) All insulator to comely with State Code Rsquir.msntt far appiicat ion I) Steinway f�sm r to II! moil cowered. ler IOWA. Selection to be I Obvicemre glass shower door Opt ell shower stalls) ti • shown on plans . elf tc".G. O!.'m.'�tibir4 • 1 ) Provide 2 telephone prewires per unit complete and operable located per plan. Ca,stoemer option bath hardware : /. 4) Provide baffle} at eaves to prevent dispursal of insulate. ' Section C - Television Prewire 1LVISION ), : FINIV4t0 MARK ACft:t► Tub/Sheerer enclosure shower Auer . w!chrutm•t remote Provide 1 televisionprewire Section D Moisture Protection ....� Medicinei s 1 ) per unit complete and operable , located per plan . Cabinet t Section A - Niyft Pressure leme{nate Plastic t;eesuulrto►s 1) Provide 55 lb. roll roofing vapor barrier under all interior concrete 6) Provide self closing spring hinges at each unit entry . 2) Provide 1 central television antenna per building located in the attic area. slabs on grade. I) Provide high pressure laminate plastic countertops at all kitchen counters and Each television prewire to be wired directly to this antenna. vanity tops , Orgies. Wilson son Art and Mevals►ar are accepteke manufacturers QmL 2) Lap vapor barrier edges a minimum of 12"• (Formica brand iwslnate will not N accepted) . DIVISION 39. CARPET f7r,^!risic . \,\ 3) Provision shall be made for future T .V . cable to tach unit . Section l - Water Proofing 2) Colors to be selected Irons a manufacturer ' s standard sel•.tIons . Section A - Stairway Foyer Carpet Section 0 Door Chime 3) Ito full deck seams will bt alilowsd. 1) Provide Orion PS74-350 Bark Carpet manufactured by Crown Coimnlerciat Carpets. I ) Provide through coat of sprayed emulsified asphaltic compound to the exterior 1) Provide 1 door chime and push button per unit . side of all foundation walls adjacent to earth backfill . 2) Carpet to be installed over 40 oz . Hair-Jute combination pad. f 4) All countertops to 61010, oraaOging• a 2) locate ch, itr box and transformer per plan . 2 ) Allow to dry completely prior to backfill . 7 3) Chime to be Nutone OLB-14 , or equal . Section • - TI ). tllecksplashes Section B - Unit Carpet 1) Provide- equal time series carpet manufactured by (vans/Black. t� PD-AL , lighted with nameplate , or equal . ---.---------___-•---- • DIVISION 27: HEATING AND AIR CONDITIONING 1) Provide 2 rows of glazed 3" square ceramic the st all becksplashes in kitchen aLi 4) Push button to be Nutone --_- ----- _ - and bath. 5) Locate pushbuttons at entrance door per plan Section A - Electric V/ALL MEArFte£- 2) Tile to be Maple Pattern Series m .nu!acturad bpi Hotly Gilbert Company, of *duel , 2) Color to be selected from ntanufucturer's standard selections . 1 ) Provide electric ,.LI-1_ heaters in each bedroom complete, in place, 3) Colors to be selected from manufacturer 's sta;rdard selection. 3) Carpet to be instilled over 5/3" rebond pad , United Foam or equal . J tested, and operable . 6er;TIG'1.1 MIN! f31---11.)r26 • wpm-c. heaters4) The to extend up well to microwave oven at range . _ DIVISION 40: LANDSCAPING, FENCING, DECK RAILING 2) Electric to be 112,cL '� on.. .e2�oa� with -Section C - Vinyl flooring and ease Section E - Security System remote thermostatic control mounted o• rt wall . Section A - landscaping 1 ) i) Al ) vinyl flooring to be Armstrong Sundial or equal . Pattern and color to be , 3) Units to be sized by supplier and location verified with Design Department , • selected from mnufacturer 's standard ss lection. Refer to plans and specifications prepared by others. Tualatin, Development Company, at the time of bid submission. Section 8 - Heat Punta 2) lose to be 4" rubber type of complementry color with vinyl . Section • - Fencing , 2) Manufacturers of Security Systems shall submit proposals outlining_ ,ype of 1 ) Provide fencing for colvecy screen , trash can enclosures , etc. , per plan. system, performance , etc . directly to the Design Department , Tudlat n 1) Provide through the wall Zoneline IV heat pump as manufactured by General Development Company , for review and selection . Electric Company . Model 1A38793DJA with G''i l lE /RAG45CT10 (Dark Maple) P:-.7.—Ht---01.IL t A el 7 `% 14 AL. - colo b . , F 1 q�t• RUoM GAB 1 N g.-re 2) Fences to bit conitructed of siding. Applied to framework of 2x rails and 4x4 pressure treated D. F . posts . , _ _._ ____ . __ 2 ' •+► tts to be located per plan to rough framing open provided .DIVISION 2i . PLUMBING -1 ) Provide all plumbing systems as shown un plan. end specified herein ccxnplete 3) Plats to De placed minimum )0" below grade and supported by contrete. 8 OIYISION 28: PyPSUM DRYWAII in place , to ted and operati�tg , per state and Decal cr,des . `- "' -~ - Section C - Deck RaiIflag 11 ) All gypsum wallboard to be of t2) Supply ffixtures per schedule : , herein. YPe and thickness per plans and specstled1) Provide deck railing per plan. - 11 Zi )/f 1.. --{ ` ` :: 1• ' I 2, ) '� \�Ai ''� �'t�t)t�lS�i1✓ C•'tr- VV/1f� •, /\ im' 1•/ I^!�ti�'��AWa Galton .rte% 2) All ceilings to be machine brocade finish except at bathrooms and kitchen, , � P� , ► , _ : ''res.' .J�F - •f-•;, _ It,,r� �"TG • Water Heat... State I•.'✓ Ae-yt mor equal0fV1S1tkf }6: L112MT i!xt1111ES ;.t,1' �_ SIClPrj %.iC I iia v I.$/4."3/ hlI walls to be spray textured except at hathrexmms and atarway fpYer . ►Kitchen Sirck CUTOUT 11 11'',14" stainless steedl sink W .rf,13R>,J C�2G1itG�i�. GL,�.A�. b � • lel LC41 _ L.0 6:4-' 20o r Gage Elkay ACR 1512 3. 4 PreSectit A - Purchaser Option Fixty es 6y MFG Prepare bathi :Ir,m and stairway foyer wa , ls for t+allcuver . flitwater Closet Amrrrcan Stan,farA /2121 .448- 5) L11 windows to br vera / F v' I 11 Pcrchaser to select tixturas for dining room and entry �►ith allowance Fran Section D - Anil BOA Standneed with 1.19.: \ Ali-10 m de Lir.r.t, pep,• lighting supplier 's showroom. r done . 1) Supply mail box stands of type and location per plan. 6) Ceilings at all lower units to have 5/8" gypsum wallboard installed over lavatory CUTOUT 14 Ater- ,can Standard /04 `6 .021 t resilient metal chant' s (IRC- 1 ) attached to floor joist- , At arets with - 2) Suggested ai•loriances for dinino room fta/ture is $100,00 and $40.00 for entry.. 2) Stand to be stained to match building trim• aC ;it &rr.r . OVAL SHAPE framed soffits . attach gypsum wall beard directly to luring, s ; Seat 140 Olson[ tr Plast is , color 7� v �R ��l JP Fi �f�� -j 3) ( tµt✓icon to [meatal l at purCsaser s direction.Ic►n. /� ruin ht -kms 4. _ to match water closet . 1 DIVISION 2�.. MASONRY FIREP•ACES '0144/k.4LK f i i it, int.-e, e4 ., settles A • Eleca,rlitee 1Mpp11M Plattr►s& enO Retail Lighting Supplied Fixtures : DIVISION _37: _ APPLIANCES / A• 1 Tub/Shower 0-6 by Dura Glass , Supplied Appliances sV . I) All fireplaces to be Masonry sited per plan. I) Sttted typo from schedule Or eguel ; Section A Builder pp mantes , - color to match Amlean • • . 5 • (7�i I Pr 1✓ G ,e Gr... a)R.• ' 11(:N71Vc SCHrrl'LF Standard - Pone. LnsP:U' nom, r1ANfrzvr1'Rr nVP.71T• 1 trail I 12LIriF 1) All' kitchen appliances to be 1984 model aear General Electric or equal per 48" Shower S-4 or S-5 by Dura Glass . 2) , Brick colors to be specified by T.D.C. Design Department . .e schedule. DishwasherGSD t- ='� d �/ (Mote 10 determine Ownrlty ofColor toy match Arrmerican DIVISION ` � UPIt7fs.� L T'M,Er�1dr r `I Ois sal 6FC iSO : �� V f 1. A.Rr 1fight rir<turet needed, see \+fifth• Standard - Bone , - — D4 iJPf�fi l.1NiT-✓ �,N (rT snits rxcur in building. See Rang. JSP-273) All control devices as follows: I 1 : FIN HMATERIALry 1. yififilif s,yht elan.) tl�.Nc�.C. '!iCIM KT �Z� Pi .E�; X03 `101 Micro Wave Oven JVM- „ .i.• YIS10,_ 1S '�.' r '�' Sul:lied by 1Ightina Cr Supplied by ilectriciar 1 �" \:--J • Mut 1 .i37o>< wall IYpunt 2) Colors to be selected from Standard mmantifacturer ' s colors . �-/1 ; T Ut i I i t y Supply xB 70 Guy L Gray . Millwork coot (s.\ rt.nt P'' Vw , Section A ' 'Ili 1 Imdork rirrurt to be selected (� Tub/Shnt•er 1636 WS Delta Or 1642 Ent r\ 1 1 I) Washer /Dr ver units to be Pr Ic flora .G 24. J ,. 1 1 1 1 1 1 1 1 1 7 1 ( lb,' Wyer 1 0 f�`1 KrtChen ` 1110CM Delta . 1) Base and casing to be 2 1/4 " Colonial pref ;nished. a uravc 11101111/1111! -21 aecest is, • `�� ---' lavatory /522 WF Delta. / veov.t. ag t 1361,6 DZ Cttling DIVISION 38: EXTERIOR PAINT COLORS - • All tl, or Chrome rinlsf, , except laundry suDP1Y • Z ` !r D1V141ati1 Z[3, M `j/�• AE't7s1C atom tete, tees 3 . 119^t 4r2! • l [dojot11 1 1 ■tort to a st ecT te3—� n i if/ h.-ar' it ->R I 5. M,i.IGIZI�, I- ', .LJ' NGT '�,,-, i..Li ef',Gshelvingpartical board with finished Tltersa�t� IIbSii;:r ZTrr•. seta•. I 1 , 3) Interior closet to be constructed of up 1 Eytbaml 01VtSION .7.3._. O+ft1 , lit 1e1S.TC ',...1.64-e.KL-I NES 'rC> 5/►tGN LiNI?', edges sized per plan. • sza. as lei., S,T. 7fl6T�� t,,,hre 4- = C___. Section B Interior Stair iiAndr A r 1 - -[turn t not e1 Ili i i Luminous Cep I ing (See Pan GIVISION 24 . OMIT _ ___ _ rdown e ns Ai , e Ir. I I LTT7TET -Ito rr--Tu�e-� — i ) Provide interior wood rtalr rail per plan . OaF name D I y t S 10N 25 r,+r l T Lenin Lin ht 1 lag . •'.-' Et l Ing f ri . 1 Rttc,,en si 1561114 �� 2) Stair rail to I)e constructed of liln dried V.G . Fir or better . Nutone 137"-S 2r" • Cabinet Light r r/�� Fluorescent 1`.` - Finish to *atCh interior millwork used Ihrour rlaater Clnaet 7 Cagle /7261 14 Double ()Anna ..1 v I S ION 26 Ilei P.yAI AND MOISTURE PAOTEC 1 ION 3) mut protect .t . �t _ _ . _ . ._ _ __ _____�_._�_... __. . �eC- �T '�,ee ' rain. 0iSto6-02 Ceiling - , Sect ion A i . Rigid In•,ulat ii,n 1 .ter eel, o e eeeee ' g IValance Light Per Ilan /-T� DIV 1 S I ON oto 1 T ' neer ar a eeeeeee ee �' Aubrey 1770! Dowile Heat- 1 (�(lw` 1 ) ' Prov Ide all r I iii insul. I 'rut light w/ran r V tion , per plan , at foundation walls . l•1I rntiulat iron to comply with State Code Rr• r TlaT7T� 1e 111111111111KM *4`A quire tents for applitati s OIVI',ION }j: �AtINETS • \ vanity • val•n�ettghtvrrlan Sht)wr on plans . T1a7T t3atL ' ' ," „ ' , 0 II111111111 ' I e Aubrey 17201 DoubT j{ 1 i �r a Section A - Cab mess 2441.11.1.1.-r. Light w/ran sr )) Insulation to have a maximum thickness of 1 ;". - roomsa,t 1 30' dgors and S ee memo00 ' rag', f2U2 z4 T1out T l 1 Cabinet to be Model i1000fluslr while oak withreverse bevel Der, ' Kcl1-)►un interiors as manufactured by fork Place [[rood Produces , Or City, et I lei 1 a 1 I i 1 I m e ucnn, 1T3 0 •a — , P9°!t ?atln or Deck mount .r Oregon .4er 'aquai . (moo ntry II t Hall up �____ 11gAtoll•► /I1 . Ar.. L i ghiT t _S Access ' ~ Co.won Entry '"� • Hall - down _-_,..,�_- 1 #8592-60 c �\ 2) Cabinets to be sized per plan. CnsnnntEntr ltyhtol7sr�Nt19M • .. Y Piste• 3) Finish to pe "light Oak" 55 . - Dont Chios 1 DCI line 1 10 JODI -' - +1A-14 Nutone - • p . 14 .(�•�tsRdl ' Parfet! line __. 1 , m 1 - u Ground LiEhtin. 1st tap) /j 4o0 i J r ' - Street Li.htin• y-�(SSee Ptlan)t T T Stern erg 1593 w/ 350 �Jlp' ( d_ - .. - 1 1 1 1 f 1 1 1 1 j� 1 PI1. 'OW N.P.S. aeons[ r - r •T- �. r _ ... r+,,l:Alt r v ♦ w •„• S as{ 4'��.a.1 1.....6, / I • / r i ) , ..— ~ l.iM I • IIIIIIIIIIIIIII IIIIIIIIIIIII ( IIIIIII T IIII lI IIIIIII IIIIIIIIIIIIIIIIIIIIILI IIIIIII 111111 ' till II III [I LI IIIIIII IIIII .I iiiIiiI�I � IlIIIII lllllil III � III IIIII I R _1 L ___ 2l _�_ 3I 41 II 5 6 7 R 9I 111 DRAW CLEARITHANO --_ 1___�___�_� __�_ I �� r -- l I . 1 -_ THIS NOTICE, IT IS DUE TO --i44- DRAW THE (,XJAL IT c OF TFe ORIGINAL - ♦--__ . — _ — DRAwING, 1111 zl 8z >r1 z Sz z � LtEL8tIt [ t , [ bt ttittttid cy1itt: Lterm.111,111111i11111111111 1 IIIIIII ,IIIIIII IIII IIIIIIIII�IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIILr IIIIIIIIIIIIIIII lllllllll lllllllll l I II��I��It��ll I, 11 IIIIIIIIII�IIIIIII3111111111111IIiIIIIIIIIIIIIII III►I�ill�liil�IIIIIII311111111III11 � �� ,�� 11111 11111 1 II MAY 21 , 1990 __._..._.__....... .............._._...................................................,........mmoimmm.....mimm..umm... .m..m..um...u.m...m.......m....mm...umpmmmmmimuunoivnm....m.......mnumimweunu•uinnomnn.......uuuiql ,�. . f , I J..• ,,. ,. •, •r,wr 6, ./' .", 'Tj,(/ • .t t�•# • •', • , / • ' ' ' •� *' 1 / (/�• +" , • Y t', i ' • •Ir'•• 1 4 ' • ';1 '► 't ' •^ ' •' ' G, ,,1' ., , l ,. • ,/• • r'• ' • ' '. . 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'., �'� -'1,...... 1t, ;N*.,` " �! '°' -` , ., .�. �. ALL P'OQT IkG6 L. �, A 1i�WIi4�N V( ,�• 1LIN 'NAL 7 r • r r #„ 1 • • t •.. •i% .�.' M ►•' . .1 11.;,011,L0.0),' 1,1,. I' 1' • • . ..,//'21� '• ' • !•'��, t r • .r G ' . GRADE. WHICMEMER i$ LOWER. t. .ti 49 :� +f' ,� •4' '4 4 s ,�. .41:, . .,r.,,,j' ► a' a ,s ' 5 ALL DISTURBED Wt. SMALL 11{ R1i1�01tED,4,V NA* t>I 'cituYt011 r�'kq tc i' ► ` `, r ' �� i �a ,r f fO'; a�� y. : t' !; r},R,, �r {irr��`� . : 1 citirs ,,rtt•fi.) '''" • ,{ .i;� 1~ G' • I f P.MEAT L1 • • `9' •► � ' •w,S' / 1 Ir' y • ' ��[�► �1�(`�'j�,� a�( • `LICC• ♦ .. r I,« , �/ ► ' ' + 1• ' •br/ •y .,a.` ' liy.. -•. a �• L• .�I►•�a� L �yV?11 ,'t �1r�G •`r +' ••r �, �.,IS�r '�'"r 1' M t, • ir", i �"J 1 y' r`R� �.�a• `'� .. . , ' , , 6. BOTTOM OF FOOTINGS WO BE SHALL cF'Ei0y14�ff►t A7+tea{1Cif�3 E1FXA A��•,.rn�.E t ; » 1 , '..,,'•,4 ,,• ••< ;, +,,. ,...1,„''�. r ,,�•. '...,•:-..t.11,..• • r • j t '''..I. * ,•, ' - f1. '•• "t !;''!' . . , . G • f�'# TO 1 .-0" PERT IC/tl $ l)R SHALL 0C I..`^ ,►Y Mg 1 V LA �, I� I'1_ �' . ., 00141 "� $ t . - , ' , , �.••, •.• 1•• iittA4.-.4.-; P�� •� ��a � .1 '` • `�- t• I •�� , •,.....--.• r'' . • �, WHEN APPROVED BY TME ENGINEER. 4r� , •�(r5 F'' •,' �`. M' 1114 .9 14 kitt j i 'fir • • 1 ',M' ♦ Il„�411•',.•-'1"*;. l i/� .► ✓j R't.�i� t M'r r 1; •' •Lith4. t `:i, • n G R T r t:• ','t 4. ' ' '+' ,� y'; .. ,,T.,..,,,,„.,.....` 644" ,.•4' i .VIS. A 1 ''11;' . S: t: '1' �r' :+ • • / i ti CONCRETE E E - CJIS I M P l ACF 3 t'. r, t ' �c ' • • '{ Z V E LOP MINIMUM �p i A�!ORA OJi� CUjiE'Il Gam' S I ..t.'•„•, R e, ,>< a • s. _ '} , l;' e a •-��' ,, ' •�. :114 I ir,►1�' y�r �"�f ' �` ' ' ' �' �' �.I A M11iMR/1♦ !O DAY T •�' �i" t1[ " ' '.l1 '? • . '�,r ,.•Y `� - , • ( ' It i ,* ,:} SI! w '•'N ,�: ♦ ,1 ;`!, 'i`' 1, ) 1. • ` I .J STRENGTH OF 2500 P.S. L. FOR FOUNDATIONS AND INTERIOR SLABS ON GNAW J • 1 . '; all t,,=�"4.'''4.:'',,`;'•111'''.'• ' ` , 1r.' � '* ' � �, • �, 3000 D.S. I . FOR OTHER CONCRETE EXPOSED TO E1.E'MElft'S l ' i j * 10.,•:4.4 -r',•♦ {• '4•"7T�'`"'� ' + ( r ► ti, �' 'a •'�: �► �'. ?. A M i N I NlUhl Ofi 3 CONCRETE TEST CYLINDERS SHALL PE PROVIDED ft01t EACH 'I00 ql. �ARQS 0i 1 �.UOitiflR'1'�it�iA 5/� •1 1 . •! : v 1 ►•� ,• • �!►1. k . �I' • " .,;' t1 , • , 1 t. • 1. 4. EACH CONCRETE STRENGTH. CYLINDERS SHALL BE TESTED AS FOLLOWS: 1' D 7 DAYS: Z P I'sf �t EfNiF E • IMOIOWS ;i . •a..C. ,,.' � ,. 1.A. . '7; ' �''; DAYS. At INTERIOR OF 51!( S 0.1. .:,, 'N• ► 3. CONCRETE CYLINDER AND TESTING SNAIL COItFORtI WITH ASTM SPEC I F I CAT 10113. AT p�RI,t� OF FLOOR y•� , .+�• , �,� : , 4 CONCRETE, FORMS MIXING. PLACING AND CONING SHALL CONfTORM TO ACI AL OF f. wt.), !pi* 0 CQ Dill` 1.0314 X1 _At TOTO'P'S OP ALJ:'MOM. • �c, ,4' • 6 PRACTICE, 1916 EOITIOt4. ANO SPECIFICATIONS. � � ,y. f1.00KI11• AMO PLATES IPI'DIRtY Q • y CO A 1W11 S!!�'gTHtNrS ,, ' t�•la/,t •4. / ! ^..40' 'y�•,I •► t 4,4;:tlif:i*i 2 . . ( ` [ 9 01.00: ALL EI St ? xarP s' ' r. �. M , s '', Al' EWES Gc rug snip, TO $r ,; ... ► r . ' • - . , , • .. • ••.,,,, x BLE3CKti16 a PLAT % ' r it• • ''.t. k.e 4 O.C. , • t , •' , . , • ,� { e. LIGHT METAL P ATE CONNECTED WOOD TRUSSES - �d $ 10" 4•C► '• ( - r 1 AT INTER/OR Of (ACEI SHEET ,.ec • • --TRUSTE-5 H1[rC0 LY�TTH Rf1pAA0 NO. 25-11-79 AND ALL PROVISIONS Of THE ,AT* BAt�llpA�liFS,Of o04.1. •r4 ' r •"1,;k.,.#0n y + QAC. ?� ` �: ) - 7 DESIGN SPECIFICATIONS FOR LIGHT '4ZTAI PLATE CONNECTED W000 TRUSSES OF THE TRUSS " ,� r �r4'.' ' • . • • ••- t >„ ti t'4i„A i--. PLATE INSTITUTE TPI-78 EXCEPT AS OTHERWISE MUTED. 1/2" GYPStI.'� SI/EATII111G X11, • GA. X 1 !�" + 1<� 1 ,Qp IB" Q�( f� 1'«I . ~ .. r !� •-• 111--- 2 � Ut 2• ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL 8E MANUFACTURED 1�'OLi( ALL EDGES WITH 2 X A RATS OSl� )I(D PT. GAIV. OA ` ' ''" " ! x A ALL S t U'I>!S; TOP WT FDM P{:AiiS • T�lt,.tICKJ M6 a'" Q. • ' ' II ''« a 4 M [� BY AN APPROVED MANUFACTURER. C., 1",.;�;I� akJ„ 3. MEMBERS SHALL NOT EXCEED A LIVE LOAD DEFLECTION OF L/3U OR WORKING STRESSES FOR THE . APPROPRIATE MATERIAL UNDER A TOTAL LOAD OF 40 PSF F(W ROOF MEMBER. 1/?" GYPSUM WALLBOARD • gd COOLER NAILS :'.,' •., �� 4. TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH REGISTERED 1' BLOCK ALL EDGES WITH 2 x 4 FLATS V O.C, PROFESSIONAL ENGINEER'S SEAL. SHOP DRAWINGS SHALL SHOW CLEARLY ERECTION PLAN AND P All STUDS, TOP b BOTTOM PLATES A Bl.001C11'1G i" O.C. r • Q ALL. STAY BRACING FOR TRUSS COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. J 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER 6/8" GYPSUM WALLBOARD &! COOLER NA- . BLOCK ALL EDGES WITH x x -, FLATS . V -4.E. . , •• •` , `' '•" I ;1: UD '3i .••• AT ANY MEMBER OF 2000 LEIS. AND MINIMUM S11E OF PLATES OF 3" x 5" . .' ' . ' , , 4 F. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH 1-SIMPSON H1 CONNECTION AND 3 - 1[}G $ ALL STUDS, TOP t BOTTOM PLATES & BLOCKING 6" O.C. • - 0, •11, 1 TOE NAILS UNLESS OTHERWISE SHOWN. • r' I. DOUBLE JOISTS UNDER MECN, UNITS UNLESS OTHERWISE SHOWN. t , t�THER .14_0_9...C.21.041.t , • ' � • ' �� Z. • N I MUM SIZE__ANO__Ml1 I MUM SMCkNG \ ,� PLATES TO CONCRETE FOUNDATION WALLS I �• • '"'"..,-. .• 5/8" i» 10" A. Y01,T , 4'-0" O.C. GYPSUM WALLBOARD ANU ':HEATHING E3UAItD • \ . - • pARAg(ill' CONCRETE R'NC1fi3R� _ 1 . -�4� t►Ff W1�llBbARD SHAM �TNR TO AS1M (:36-75. ' 2. GYPSUt1 SHEATHING BOARD SHALL. CONFORM TO ASTM C79-75 Sr/8" R x 8 I/2" /1' -0" O. . 3 GYPSUM WAt LBoARI), SHEATHING HOARD SNAIL BE APPI iTD IIiT,i STAGGERED END JOINTS AND LAG BOLT INSTALLATION; PRF-DRILL HOLES FOR .. +G THREADS 1/2" R BOLT = 3/8" A HOLES iJA(LE'i� AS Ilk ' i'[CiFJCATJCIN ; ili'ID STRUCTURAL NAILING 5CNlOUI_E . • 4 S/8" 0 E30LT 1/2" B HOLES Re A • TAMING LUMBER , 3/4" 0 BDLT 9/111" (i HO�.ES'"' +•• .�. __ we itab SOAtaTi1READS OF LAGS IMMEDIATELY PRIOR t0 INSTALLING WITH WRENCH ONLY. �. 1 . ALL i'IfJG'�1NG LUMBER SHALL BE WESTERN WOODS GRADED TO STANDARD WESTERN LUMBER GRADING CONNECT ALL BEAMS AI4O JOISTS WITH StMp50M HA.'4GERS TO DEVELOP STRENGTH Of MEIM,ER3. ) ' ' a ni RULES 'HO. . PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF OUTS DEARIiNG ON ii000. ' 11- • !1;iy.i ! A. EXTERIOR WA • • f •• A. • { • OR STUD GRAD! ) • 315 • i 31 �/4 ) E - 1 ,500,000 • I` ' r 1 • L • B. INTERIOR WALT. STUDS ` .r ' -•• STRWALL OR BETTER • ) Fb 600 4• GENERAL CONTRACTOR SHALE VERIFY ALL OIMENSIOMS ANO 'CONDITIONS. • ` i OR ST1IU '.,RADE Fc 1 385 ?. sato DRAWINGS SWILL 8E REWIRED ON REINFORCING STEEL , rRuSSFS. AN"J SNAU-.SE REVIEwtU, 1 ..„,„, it.1 ) E 1 ,50° ,000 PRI(?,, TO FABRICATI01i, • C. JOISTS 3. FIRST FLtIOIt SNwEL 8E PfRMA$ENTLY ATTACHED TO WALLS PRIOR 'TQ BACi[i1L IMA • r. C ilk \ N0. EH • 12,(1 STRUCTURE . L AGAINST ♦ 1 .500,000 t v 1 . lifts • STRUCTURE ADEQUATELY ®RACED FOR WIND OR EAATwQI)At1, FORCES lfNT.L THE 1 • I 4. THIS STRUCTURE SHALL DE ADE / G. • i;EAM; ROOF AN& WALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. o NC. 1 ) lb - 1350 5. ALL CONCRETE JOINTS SHALL BE ROUGH TEXTURED WITH 2% 'KEYS AT CENTER OF WALLS SID J i '� ) Ft 1 _ 385 - SLA8S..:,l'CON'TRACTOR SHALL OBTAIN STRUCTURAL ENGINEER'S REVIEW ON DETAILS OF ALL ) I 1 ,660,000 CONSTRUCTION JOINTS PRIOR TO CONSTRUCTION. 6. GYPSUM WALLBOARD IS USED ON THIS PROJECT FOR BRACING OF THE STRUCTURE. CONTRACTOR ✓ E. POSTS TO PROVIDE ADEQUATE GRACING UNTIL ALT GPYSUM WALLBOARD HAS !LEEN APPLIED Aho FULLY • ,•' NO. I lb 950 NAILED. • 1,206,090 , ••• _.........,,__ r. BLOCKING. PLATES K BRIDGING STANDARI.i OF; BETTER ) Eu 600 ` OR STUD GPAOF > Ft i ' 395 - I ) F i,';OU,000 ' i • CONCRET RE INFORCFN STEt� • 1 " ALI MEMRLRS ,i y. OR LESS (LEAST DuIE,N5Ioy) SHALL BE MAXIMUM 19, MOISTURE CONTENT 1.- LL t t � i 'EE FOR COkCRETE SHAH CONFORM TO U.B.C. S I14tIDAROS 110. 26 3. 1'ROVIUE SOLID (ILUCI:iNG (SIDLE ;1PLTH OF ;1EI�IBFR) Ai All POINTS OF GEARING AND 1 x 4 A� 5M c :Fi!!!QP17GitIG @ A' -0" O. C. MAXJI4UM. Ab15GRAf !' OALL. 4 Ih4. All PLATES ANU ( EDGER, , 2AtENiORLTNGSEEL S11AL BEDE:TAILEO, FABRICATED AND ALACEO IN ACf,(1RDANCE Mt1TH • ° !i)1,1N CUNTACI M1Ttt C01iCFlETE OR MASO'll Y SNA!I. t3E PRf.SStiREAI .,. • ' ' , ,EA!l1 NG MANAL 315" 0. 1 TREATcU. I.E()GF.tl ��AY iIE SEPARATrO FROM CONCRETE OR EIAC(1NRr NITt; 3f Lt3, ASPEIAlT1C FELT. AAtREIMFpRCSTEESHALL RE_A6CtJRATELY AND SECItREIr PLACED.ti. D(il1(il E .LL JOIST UPJDER ALL PARA( , E L PART I T LOMB. NC5• FOk NAiL1116 SEF SCHEDULE A7t10 URAwINGS. B REIAfORCIN(3 SHAH N0t F1E [TENT t�C'OfSPLACED FOR THE vENJENi;E OfOTHERt1t1 SUltL6SAv yE4eftTMESTItE1CTURALEn'}t;(J R. • t C• 111y!M PI COVER F11(14 CONtRtETE, l� >t PlYtJ00U SHEATHING BCES T4 REINFOi1CaN6 3TE L I . Al.!: ►�IYtJD S)IlAT;11 ir, SMALL Af. CU GRA[/L , UtiLE S5 • S" ! 1/a" t0 SOTTO, Of ► Ii2 OTHERWISE SHOWN, WITH EXTERIOR GltlE. , • 1IANtJFACTJREO iII ACCORDANCE WITH PRODUCT STANDARD PSI -74 r '. 1/4" 10 EARTH FACE OF $ALL • •� A. ROOF SHFATHItif 1/2" OR 5/8" INDEX 32/lb •• B. DECK' S3/4" 1" + 1/4" TO INSIDE FACIE OF WILL • , 49. INDEX 48/24 T b r, r ` , C. FLOOR 5/8" INDEX 32/16 ' t" * I/4" MAIN STEEL BEAMS ',Iso COLLMNS , J ► J. WALLS 1/2" INDEX 24/0 • ( ) 2. PLYIJ000 SHEATHING SNAIL OE LAiD WITH END JOINTS STAGGERED, 3/4 ' I/4" S`N' TO IOP ANO ElOTTUt� SURFACES •• . a "`Illsss�� 7 r 1. BLOCK /ALL WALL SHEATHING WITH �' x 4 FLAT BLOCKING AT All EDGES. E LAP All BARS A M,iNIMDM OF 3+6 DIAMETERS EXCEPT AS 0111EE:M19E NOTED. r. 4. NAIL AS PER SCHEDULE AND DRAWINGS , 5. LAY OUT+ PLYWOOD TO EI iMINAiE ANY I;(DTH LESS THAN 1 ' -0" . 0 - • 46. C (1.) 0 • 1 4N I 11141115‘41) .4 1 • r li 3 • • • • :; ai 1 • + 1 • 1 , I, : : ' I • n • • .+.�.N .MJ 'f I. • W"•�Y• 1{1••"1+'- `,,'3t r ' #'•♦ ( ./ i f. '► K i .ti 41 • .1 . . 1 , .4 e '. . -0416..... 40 41 P i�,1 •l•.Y.dl • f_v. a. :.'.....1 • .,t /"t at7. -1� ,, 7'� �� ,.F. 1i1 .••,• � * 1/.,' ,..' t .f •_,1 "-;T"��" R . Y • L 1 '• , a .- , •_ e!'.r "..t.11 1 I ♦ .rria '+I1•,y,r ..•14 •h •Sr ' ••r l..• • G i 4. J mw �� IiIiiiii � I �1 iiil � iili � ili liiiliiilii � li i ilililtlili� iii �iiil4lililili i � 11� 11 '1� 1� � � 1 ililillii � i �ili 1111111 TALI JIIIIi i � �� ii Hi � � Li ilili � , iiiiiii � � i ` iii IiIiiii NOTE: IF THIS MICROFILMED � I �� J L� �I b I rJ 8 1 (\ 1b I I 2 �L- -- - 1 - 1 I VV 11 1 DRAMING IS LESS CLEAR THAN L _ THIS NO T I CE, IT IS DUE TO THE QUALITY OF THE ORIGINAi _ , DRAW 149, £ L t3L LZ Z 4L Z £1L L IL l L 8T [ Lt l t i irl I i;l t 8 1141 iL �R T4 t S L 1 > ,. 1111 u1111(11!1111h111111111111111111111111111111111111�1111111111111111111111111111111111111111111i1111111111,� 111111111111111�111111�111111111111 1��111111�I�� I 1 , 11 1�i11111�i�1,11i111�11�1111111111it1►111111�1111�111i��1�11��1�1111111111111111111111►11111111111�111��1►1�r111� 2 41 )(A . A ... . IT 2 1 , 1990 i.