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15485 SW 114TH COURT BLDG 6
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I," •' r t� ! 1 ll ! f ('' ' , ',\,► _ 'r• rPl ., 1 �, • l ♦ ,1 ., ,+ , ,, rt , ., �c.y , .� , ., r ' -•. f. .t • ` ,!•' •• ,L! + f i .. i. •i .`µi7.' {' 'i e T r li r, , L/ . 4 C , . , , 7 . ;� ," r ► 1 r ti,, 4, /' ', �i 4 , I, r/��, /�.� I f � l r J' • �. ���//y; (z, f'7:''/'f/� .•P•' �,►/'',�a ,f♦ - .r ,K • ... r ,' , -T�L 1 lIA�l ylr\` `V►�DVr11NI Uf'IS 7• ti , ♦ • K . 1 , • . I ' , 1 /• ..1 ,,I �• 1., 1 •� �,'• •.� T' ,, ISN 1 3. e,'' 4 , �• 1 ' 'r ' 1 el 011itr►ON : .w i 1 ; c r ► »: ,. M�• y. , : , w1 t1: IfflR QR 000 4r �r•�'"e"Nd 4 0 7M 1>iKee �� ' w + y t, t .+ n 4' •�,'�, "r1' �. � ��"' 1 1` „ r �.ST ;� k r + `� r r`' ' •l A1• lfttarlor Door ) Q e�•�• 1� td1111 .erltlll,tl►Ih .was .r for 4#114111111 1t� ., �' IMsm►1 a 1'! 1, w�Wr /tato► isirstr� '`.. f / r � , . 1 ► t'dt all intortor doors as shrlfn of tllpe, sits sod wring per drawings ' {•. w ` GENERAL CONOITIANS tM flMsrst t►e,lft d11ltMttt�.rt11» e,4 •rrelMrq� Aeelftivn0, 11lvRs�l� t • ;•, ', 1." , . •. 01r(�ra+a� pliesleorfral► 1 .e.�,f �trf idltt1101M1�. gat !r►r sllr�r�f1 '• e W sre1fIad re La e 1 I ' } , . Mlbiatltt+tims etc. , ', '' +>h"11�11 'O rtia tr�':1•�IMi� , ; . � . r - 1MrAlotfi. place castor, wt�h oil operating r ►►e aP •t• 1 n + ` ►. •4 :�. 1 r / , , , , • ' A. I •, , 10' ' the 140"t,169 ,1114 Iwrranps!tap f t>tMwt tag Twl sle+fl be%'41 t •'""', ` A14 tyre-q►odrll $1 # � M�.l 1 Bolo- .- slllla/ t 'MI t�:r4op"t Pass s Hollow 1 I ItEVIBY ACCEPTANCE Qi SITE, PIANS An SP(CI ICATION) will be roajeijtslbls SID verily the dwwip tssrdor r gwot /w vmo �' � the► spoc111�, �i1 0�;' T , ?, 01 1 • ' � Doors Ar core flush r»itlb with the embsontret•tt1►. f ,',; ' r • t , Ili'-Fold Closet , laundry, Vereer � +- ' '� r A l 1, ser- �tM �!►1 IMr ! fM nd1 it will be the understanding o/ the owner, Tualatin Oevel Company + ' - '� tr +�.b.Y� a�rrti ; r' + limon I;ntr ,. . P Y ti. . y i Walk- In R that the subcontractor has con+pietly revlewed and has accepted all coa- TU Cesletructtan �teneot of Tualartin tlylllrslt Will bet ablo ifsr �s er Mme'' �} ` liwrlso K lilac srr4er to the it as1A11 r ' Closet Doors 1/2 louvered wood ) s t ruc t I on documents (p 1 s, ape c i f i u t I on s. scope of work , etc. ) and the sD1 W" f"Sed s obcont slaters. , ' ' r o ec t site a t he time rete of bid submittal . 7 r' ;) Al l a+�rio' Shol 1 'bill r MI 4P)MOd far t ravel t w l moo 'lei t h a • proposed } " Pocket Doors Hollow core flush with Int Mori�1'ttvrMiNo ei1 t�:s.l. flrt as dtllrs. � -- .. 1'tV �I Tr Of�PLJI f I EOiI TEMS ' Birch Veneer J f) T1ve 6 W%roetor rhol4 11� 000011itti4ls for pe"or staging arnd plecement ' Unit [retry Osiers 1 -;/lf" solid core flush with r• t1 • Suitcontractor will verify prior !b bidding that all speclfled item will be a$ air' isl• �+r►ei; �W&, ancawrs. on! oth& relst:ed bordware. $4A- 8"lliable In time for Installation dueing order 1 y and timely progress of work. i rssilFele`s:torr will >prOtett all cie trots frac premature drying. veadeis . Birch Veneer (1 hr rated with > vet 1 hill tree 1 f 1 CAiT I tilts L•wlt 1 ag, •tsel ha►IKv t �date t s s+f rriit�hrq'. • 20 minute jambs) Install with • e self) losing hinges, unless 1n the event specified Items will not be so available, the subcontractor will , ' .�, � ► c , notify the Design t Department r tmen t of Tua l a tI n Dive 1 b) CMiMt rete, sly!1 srlsoAss/ii1N 1 *011W 4W f i o awl t 1 duel" pow to t At i se noted plan �t1 LLY .� qn D optaters t prior t o bid w b1 f ' y l • sere, 'o •craws 1 otst'1R y' �1 KK,,d'1'� (IfTf.R'LOC.II'11�� •'.i�' futssn 1 s c ton. OItiSll Olt OMIT - *e.! 1 rt111aiM►� Ilhrowl+tswt. 2) Boors and fraalas to be prof is i shed Fes ellttch f in i t.ht� Interior Millwork used I,, t Al ` costs of delays because of non- 7) , Exter lo. stops wl l l be aoStrrsl:toll v,th a mini •` throughout project . y we.I lobi! I l t y of spat i f led items,, when such � 1'S tread w/oto aa� - a wawaIAum 6i" rise,r Miss, 3) ►rpv1dot all door Aardwre at specified in Division Sattion O. herein . �l q • delays could have been avoided by char subcontractor , �.i I 1 be bark charged as DIYIS_1011 02: CONiT011CT1011 OOsL'1/1[NT>) , necessary without any additional cost to the owner. 4) Subconirattor to su I c r ~- Soctlon A - Civil Eruglneerinrg t Site Owe imilip-s It ,r) Ramps will not eYtte,d a arslrtilaMe s0 the Desi nor r PR y cxWlete color and finish les for selection to SfITUTIONS Of SPECIFIED MATERIALS f> rat to of 1 : 15, 9 Department of Tualatin Development Co. , for approval prior 1 Plans am S to product ion . 0 pat i f Icat Pone by: jg ) Ii 'r•1t1j� blFi ') All exterior patio am taraltisiisy surfaces to bo •e xpoSed aggregate with Proposals for substitutions of materials, equipments, and methods will be %.r . ;�, )1Jr✓ eamrr coat surface,flfelsA. f considered only when such proposals are accompanied by full technical data rl1'`��'' 1 Te,= 'TSI r r - �- 01t1• Mtis�lor, llelroro and other information required to evaluate the proposal , �' 'f� (�•;rl-t A: It-tJUS l. �! "' OIVIIiIOf>t 15_ GUTTER AND VENTILATION • ✓_ •�'t Lh �%1 �'L•� .�.yf.. h„ rv�2�� e.w• 6alus,♦Fslroit vivo.. OIVISiWI Qe: 0!111 --- -- V Proposals for substitutions will be submitted to the, Design Department of Section A Gutters and Downspouts Tualatin Developst>1)Nut Ccxnpany � (��) `�•��j DIV1310R 0 FMN11K KAT R 4 spouts shown on the, drawin s and - fq& 1) Provide all utters and dawn • �� �^ =' ' (O'1`� ' •• �- � g specified Do not substitute materials, equiprment , or methods specified unless such Section A - Framing Flaterial herein , c►mVIete In place , tested and operatinq , t substitution has been approved, - 2) All gutter and downspout materials to be 26 gauge galvanized sheetmetai . Section B - Architectural 4ians t Specifications 1 ) A11 lumber is to be well seasoned, air ex\ kiln Oiled of uniform moisture CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS content , free of dryrot , twists or splits and slsed per plan . 3) Gutters to be 5" 'IC' style /acia typk mounting directly to end of truss tail . 1) Plans prepared by: Should any de conflicts occur l or between construction doctaments, the order 3$ All 2 x 4 studs to be standard or better grade Coast Douglas Fir , All 4) All materials to be primed and ready for paint . 0 of precedence shall be as follows: Department of Planning A Deslrn framing lumber other thttlix surds to be /Z Coast Douglas Fir.' 411 #*am$ Tualatin Development Covr\�n/ to be fl Coast Douglds•flr. 5) Downspouts to be connected directly to Storm dr-aifl system+. ' 1) General Conditions - 15300 S.Y. 116th Avenue 3) - Pressure treat all sills , plates , sleepers , nailing blocks , and.ends of studs 2) Specifications Tigard, Oregon 9722.1 and posts In permanent contact with concrete. 6) Cbwnspouts to be installed , der plan , 1, 3) Scope of Work t - 4) Large Scale Drawings (Details ) (503) 639-3101 4) All lumber deliWP►ed to project site to be stored 6" above grk,und and pro- 5) Small Scale Drawings tected from weathm-r. 6) Project Field Superintendent rt 7) Downspr,uts to be always installers ploimb without offset . J Section C - Landscape and Irrigation S) Roof and wall sheathing to be J" 4 ply D. F. C-0 grade exterior glue plKwood. Section B - ventilation - In any case, notify the Design Department of Tualatin Developseent Cur•+pany immediately for their consideration upon finding conflict and prior to 1) Plans and Specifications by: t 1) Vent all appliances , directly to exterior , per plan, providing any required proceeding with work, 6) Flcoring ai upper level to be 5/8 ' Plywood %ubfloor , nailed and glued damper systems per code . David elm aermain, Landscape Desi pier with 1 1/2" l ightweit*t t,oncrete over, Terra-Sol Landscaping , Ltd. 2) Units to be vented to roof vertical ! to y ren f Interior s ti�a11 tears! atfreA FIELD SUPERINTENDENT Tualatin, Oregon 7) Provide }'° p. F'. C-C grade plugged and sanded exterior glue plyvanod at all Installed tight into roof jacks or between floor M roof and deck overhangex joists per plan. exposures,. Tuslatin DeveIopwant Company wo ! I have at the project site, from start Po (503) 638-3017 3) All vents to be properly flashed and caulked to prevent weather infiltration, finish of construction, a responsible superintendent acting as an Authorized 8) Provide all fireblucking as required per Cade . Agent of. Tualatin Development C,,r ; any The superintendent shall be on duty 9) All Simpson Rang,erl shall use 16 Penny Common *411% 4) All venting material to be galvanized sheet metal . Exposed surfaces to be durrny all working hours. Any instructions or notices given by him shall Section D - Shop Drawings , Product Data . and Samples - pointed to match material directly adjacent . have the same importance as if giver by the owner of the project , Tualatin DIVISION `0: TRUSSES Development Co-,I,any The project field superintendent shall 5e resow slble 1 ) Shop Drawings shall be prepared and subfeitted by subcontractors � S) Vent attic area per code with cnntinuuus rid a vents and oat;le end vents Section A - Trusses q for general or-site supervision , schenruling, field work authorizatir,",s , and sp_,cifically , but not necessarily liniiree to , the areas of work per plan . ,- approval of work prlo.' to payment of the subcontractor , listed: ~ ' 1 .0 t ) Provide all roof trusses complete and in place , located and sited per dlan . I Z '•' m O SUS-CGNTRACTUPS Eltctrical � � ic) Trusses e,4 be constructed with itch O eh Trusses P Per plans. All subcontractors must rripet prior el,proval of Tu. latin Dvvelolxoent C,rr,oany Cabinets C 0 OL Subcortractors are expected to be accomplished c-aftsrnen of their trade with Plumbing if required b 3) Trusses to `bear directly to top plats of exterior wlalls r Ian Toe DIVISION 16. ROOFING s. 9 ( V r pe►m I t) Ix D O ~eh a reputation of being able to complete work within their specified area to mei ) with 16d nails at each end and t4a to top plate with metal hurr cane --`"" `"-- 0, the highest quality of their respective trade. Subcc)ntractors will supply 2) Shop Drawings , Product Data , and Samples will be subrmctted dy the clips . Section A - Rcx�fin V ¢ Gs� to T-ialaIin Dt•veIofwnent upt�n request rt'f -rences , reprrsentive worst ,' sr'cu• itie9 subcontractor with reasonable 4) Truss supplier to submit dratailed shop drawings and truss layout approved y � 1 promptness and in such sequence as C and/or bonds as rrquirr!4• Tualatin Gevelupment C,,• i,<�ny' reserves the. right to Cause no delay in the subcont•acted work , work of the otwner , by a registered engineer to the Design Departmint of Tualatin Oevelonment 1) 900rl ••,c, br 4 < M as manufactured D Bird and Son c,r O Company fc,r approval prior to fabrication, Trusses, to be en ineered for Ib. D �pi+Gir /r. G Y 3: to re ,eCt any subconlractur upJn far lure to sat iSry requifer^ent nrCeSSary l0 or work Of any Other svdCrm[ rac-sur . 9 ec)udl prove their ability to perform work specified, ) 25 PSF snow load , 15 •PSF dead load ekcept at garage mono trusses attached tO slain building structure, which $real l tw designed for drifting � O�•C • 3) The subconC me for fha l i suhrmi t Shop Crrtrwings , Product Data , and 9 g snow load — varying from 65 PSF adjacent to main structure, to 25 PSF at 20' out . _ HA�EkIAL FRnTECTtUh Sarm�' les to DIVISION 11 : FR,AJ'tING LABOR ' The Subcontractor wi t I be Q(, p y p Tualaern Develo It Ctrl n ) y Y �~ tally res onsit' Ie tvr storage and rotectir)r of rte, pia y 2 The Shin les are Coto be delivered fu peewees site in Qswnufacturer ' y oriq �ral all materials and rquirxnt ^t elated to their particular +iivisror o1 work. 15300 S•b, 116th Avenue Section A Framing !astir unbroken package and Shall bear Underwriters Labu:atory , Inc . Class 'A' label . C No credit or comli( resat ion wi i I be .il lowo d by Tualat i -i Dr•veh)pmlent Com;�any Tigard , Oftgon 9)223 •�. for reasons ..'f theft or damage due to vandalism or weather to materia.1s or 1 ) Erect interior and exterior walls so as they a•e Diol►#, , straight , tree of 3) A! 1 Shingles must be• app! led in strict accordance with manufacturer ',% equipment left urr,rc,te tel, 'he subcontractor will ^e responsible for tiro- , Al tent ion Vlad Vovtilla deviat •on to plan , and spm re within a tolerance 4+ 1 /8" in any d wn, (on . latest printed - :ek- f , cat ,u., by an authorized installer . � rection of matrrlAls a ' v, k performed by other tra 'es. 2) Framer to di IOW a IWI unobstructed clearance bet.aen studs r >r 4) Roofing tc. (Ilialify fur pr,�tertiu�i under rn.rnufacturer ' s 20 year warronty for 4) by submitting Shop Drawings , Product Data , and Endesi the sub installati0A of optional medicine cabinet at etch bathroom well adjacent this prcxi,x.t . � VNEN SUFF'LItC �FCr�ISIl:NS Contractor res,resents that ►re. has determrined and verified all to vanity rtrirrur . materials , field measurerro"ts , and field construction criteria 5) SUbCC,ntr,.C :c,r to supply to Tualatin Development Co. Inc . m,,n,)f.1cturer ' ti Ti:a ' r+tin Dr.vr•l;,f)fflena 1••„„•r,,n , well he res(,,+r,s , b'r If,r .Inr1 macot ,� ,r the• related thereto , or will do SO prior CO the ;tart of wprk , and slaws � ' proper operattonel funCti0n Of tic ' Idlc,win( •vrwhen wdrran tr upon comciletirx, and priur it 1',af!nentt � ht has checxtd and coordinated the information contained within such DIVISION 12 NING0115 submittals „Ith the requi • ernents of the work and 'the Construction -' -- -- - i 1 ) Tempr,rary ti-r let favi l ity Doc unw�nts . 6) Color to be Hi Mitered Brows r r pnufacturer ' 21 T�ttpvrary watt•r Supply it+- cf„ struc ► I.',n i,.,r pt ars. Section A - Slidrn W;n ti per stor•d'afd color St' 1 ret Iran, g duns , Fixed Windows , Pal i0 Otx,rs ; 3 ) 7emtuprary light a(, pt�wCr 4 ) Temporary heat , i l,�r� If rr4t.: Iiecl DIVISION 0 PERMITS AND FEES 1 ) All sliding windcros , fixed windows , and patio ry)vs to be aiumin..m frame as DIVISION 17: SIDING MATERIAL i U Si .1r,b ;,ffice with te•lrphone and suave tvr sto• .tye of all manufactured by Millard Montslecturing , Inc . , or equal , per the Iull(,wing -•--•-�-•y---- ---�- --- - _ —_••-y-- construct ion &)curner'ts, Section A - But Idinq Permit schedule and %' zed per pian , Section A - Siding It well be the subcortractr,rs res ++'rsit) iJJt to provider an &-id all nerrisar S: idirrg bdrndoas ! lU0 "ler les 1 ) All eater Ivr siding Ice be I/` t i ,✓... r'c.rrtdr ciao I siJiny . '= CSC= r ' Y I Y Y 11 It will be the responsibility of Tualatin Development r�-r` aany [n Fixed Frarree a ~� QIL- ry� ,,Cx,v.nt , tads, materials , s• illed I•rbc+r , etc . rcquirel to perfnrm and obtain and pay for all required permits and 700 Serres Pt governmental fees , unless sa[ isfact ,rily c'-�nlete all work relative to their particular division of Patio Doors 450 Series 2) Sidin to be tyre stained otherwise provided in the contract documents . 9 pr ,c,r tap •ist•il Sat ion . work specified it the Construct lor. doLoments for this project . 2) All windows to be double insulated . Q DIVISION 04-05: _OMIT 3) All windows to be "Ourabronre" finish per Milgard Manufacturing. Inc . MEASUREMENTS _ ..__ specifications, Sect ion B - Cedar Trim Before ordering any naterial or perform any act of work specified in the 4) Provide tempered glass as required per Code. 1 ) Provide S152E grade or better Western Red Cedar Sielinq ,end placed per cunstructi-n documents , ell subcf�ntrscttsrs will verify and app ,.eve all field DIVISION 06: CONCRETE FOUNDATION O measurements relative to their division of work for this project , — --- -- 5� �E1��G ;7 �� K�� Ohl LOWtr^.a' U►Jll"'a ,plan ' Secti•xr A - Structural Concrete � It is the sole resp-risibility of thf suhcontra:,tor to notify the protect 2) ?rim to be Pa i elan! per d i v i s i tin t34. field superintendent of any davits Ion found betwven di awirlgs and actual , (✓ V 1) Provide all concrete foundation .sells , footings , �' and piers reinforced n field conditions prior to execution of work . and % lied per plan . All concrete will be constructed so as to not �•,/ It shall be the assumption of Tualatin Devetopmertt Company that the exceed dirrrensioA\al tolerance of t/- 1/8" in any measurement and poured level and true so Bo not to exceed 4 tolerance of •/- 1 /8" with respect DIVISION 13: EXTERIOR DOORS QW) subcontractor approves field conditions upon the cutrttlencettx'nt of work. to the %peellied grade• � --"'•""' DIVISION Q.: OMiT Tualatin 0e Ye IO Section A - metal Entrance Doors paeent Ccwnpany will not allow any extra charge car colttpensa- �) All concre,te forms will Bot clean well , prepared and swp>portred . Concrete t aeon an account differences between dimensions Into ston drawings and shall be sufficiently mechanically vibrated during pour to assure a con- 1) All common foyer entrance doors 0 VISIQN 1 GARAGE DOORS ' actual field conditions w l t h cw t authorization prior t o start o f erre k. t o Bot N 108 •-�---------�----------- slstont homogenous mixture throughout . Thermos-Tru as manufactured by Lake Shores Industrles of Toledo Ohio, in • aec'or-dance With Manufacturers latest written Specifications and s i red per t 1.) Provide 9'0" x 7'0" 1/4 sec t i(Npa 1 overhead Rotaght ex wood—a i n " lush pane I �� 3) All co+tcrete used shall be altl+o/ pcewixed or trensat rsixed with a plan. garage door as rAanufac'tured by Crawfurd Dcrar Company , �' .r s"I' 'Oregon , or equal compressive sereA9t►.v/ *.*. i . at 28 days .wa' t .r 2) Entrance dloo,rs to be, equipped with Inswlwg style sill with threshold and 2) Doors to be installed with torriston hardware . ?. 1) Thp subcontractor' shall be responsible for proper stb01ng and placewsnt co"lately west arstripped. of all bolts , conioetors, anchors, and other related �srdwate. sub- ► 3) Exterl.,'r of doors to be painters , intortor of doers to -eceive one coat of I contractor will protect s1l concrete f aw pr�osssture ft1ng. vandals. wow sealer . - freazing luno!! horMful effects O` wsathe I Ekts�'I.r 64 detbOs to be pe l voted pe r d i v i s i on • / ! LJ 4 Q off ISION 101 OMIT i a. , .6'.,"'„RN • .-..�u.Y� .'.re.. !i1ff�' •.. ._ .- .. ' t, f • ' • � I ,.. , _� r •-, ,,.w w _, .1. 2'1I* ''"...;�"'' '� e.4 1 .A r.�.' ' �� � I(I III III III Ili ill III I VIII III III I I III III III I l! I l l l Ili Ill III I � I � I l l III I I III Ill I ( I Ill III III Ill i � 1 � I � � � Ill I ! I I•I ill I l l l l(l III III I l l l l l l III III I l l l l I �--'----<'�••-••:� ..,r...._..�...,..,...., .� 1 I I1I IJ3 I ! 14 I ! ISI � 7I I I ,1I1.} I � I Ito i 11 I ENO NOTE: I F THIS td I CLEAR I LNIE D __L 1 ----- - - -- L_-_ kl - --- -�- I-- ��� ----� DRAWING 1,. LESS CLEAR THAN -- _ THIS NOTIr;., IT IS DUE TO THE QUALITY OF THE ORIGINAL i - -(� - - - FI,, TDRAwING• E Z Z L Z 9Z 4Z Z Z Z ><L Z 6i sli !- [ i 1 [ `G)i � i 6 LIIIIIIIIlIIIIIIIIIIIIIIIIIIIIiI I II II sill ! ► III IIIIIIIII I Ill IIi ; � I� l���llf��l►Ill I � I IIID I I111�1111 �� I�II,I! I.II i III I �IIIII I III I111111 i I IIIIlIII IIII! IIIllllllllf i � I ilii I I IIIIIIit !illiI! VIII I, .I 11 IIIIIIIIIII III1111II IIIIIIlI11�1111i111111 / AYM 17 . 111990 elma■�Imlwlu 71 T DIVISI')N 21 . WIRING s r .� ! Iva + . r' 4 — --_ _-- _--' 1 r ' 1 _. •1 , 1, '. '� ♦ '•r r •. 'l. ,• / .1 • , . o •I'' tM` A' Sts M1 11 1 Sett Insulation - Section A t 1- Elrclrlc.11 Virina 1) Provide all bAtt type In%ulation with Kraft blacking as shown an drawings �Ivl� �� MSIR/� �' ��' 4 V�fwi IYI�I Mei: MIRROR! t IIAR0IIAR( L '' • .•►.tlrr.• .,. ' 1 ) Provide tlt'c.t.Cical ,y•.lerw as sh(►wn on drawings and S a41d speclf{pd herein. � � • 9 pacified h t r e t n , :alt t i law I. - I n tf r l pr del i n t Tr►Y . complete in plays, tested , and gpKrattnq ncludin b Ing but not necessarily 2) All insulation to comply with State Code Rea ulr Staetleln A - Mirrors �a� l l units, to all service , breaker I>•Inrlti meter base , outlets , switches , O eftats for application cw, lights , butts , and wirin re uireJ , II10bN► On drawings . 1) Patut t0 be Anniel'ItOft, Rey or p�I . t�r� 9 q per State ar. i lu.al cosies . 1) 3/16" float glass airroi free of defoCts. 2) 125 [l AMP lmeter rter `Ga UseU,�125 A►JMDJ•�nal 125 nd 1?5 AMP service . erylet . 3) All interior common well to be insulated with jftrick mineral woof Oasts. 2) Colors to selected free!rtJvG' sto%derd eel tions••1�� J ��.� _ F.Ubi fr1Gv � phiG /SIE 2) Edes to be polished. - cLF, Q. 4) All exterior wall cavities to bm insulated with Fiberglas Batts , 3) Kltstillom &aid bothf•oelll� 2 coats semi-gloss enawal . �1ti 4` � 3) Furnish and Install all bdthrcltwll vCnt /light /heat units as required. 3) Site and lotatiorl per plan. w1 .� �� (V• Nutone Ir94:0 or equ ► I . S) Vapor barriers to be Flaced toward heated side of 111.1 ! . �) All ether rows - 1 coat iat,taaK lsrtl sheen ewwl • S,ec it l tut S - He rdwa r e h Supply anx,lle drtrctuts , located per plsn . ` h 6) Use Fiberglas sill seal under all colmanrn wall and exterior t wall sole plate &Kt{anyg - lxterlcw Paitstlnl5) Wire and connrc aPPI ances , per plan , at fuunietion wall , Door her re to be kw i k se t 1) faterlpr 614100 to btl 6tdlae4 with Olympic smell-trans t d Trio to be stained with Olyallplc paralnt stain t) Wit entry doors to be keyed w/ts�l keys per unit . t�l _ 1 Provide 210 v . circuit fur clothes dryer and 220 v . 7) Ccrrdrlun / icor/ulllrtg asselwt�{ ies between units to De inatrlated with j;" k"v11 body stain ht•dt t►t, '.t•, h,cated ort ,Ian, 30 anlp. circuit rcul t for mineral wool hatts between floor not a) low open voids for sound transmittance .ttance,c�t continuous sa►s*+er to as to 7) L fight f i,IturCl* as listed in Division 3b herein . 2) Sidi" to / pradlPPd stained prior to Installation. u �) Provide R-3C Fiberglas batt insulation In all vaulted taillmgs. J ) X11 light switlhes to Ge nKtunt6"ed 3 ,Bova finish flt.,ur except as per plan • )) Garegiedoors to be palm* mlaltchln9 body color. 4) Provide grand (waster key accessablie to alt common foyers arta all units. over vanities and kitchen counter. Section L '- 6loern- In Cei 1 ing Insulation Deliver to project super intandentl. All �) al ""tlr" sr t'• " apt at cuuran tr• s all,} , ttlts to be mounted 12 above finish flclt, tntry docs to be ptalated the e trite color. S) lyr4wre at each bath to be: 10) 1-616 11 une, sin le Irerzt'r cutlet : rear of each 1) Provide all blown- in ceiling insulation located per plan . garage, WlftG isttial C - Wall Covering • �uCXz IJNrI' yE•At/IGE, �G4f'fGT'VF 2) Insulation to be either iibsr las or Cellulose 1 - 3Q" chrome tows! bar - syrface mount 1 1 ) Pit w' I t fl,r t1,it A ie J •r)1 H1,!•Itr In each rlAt .eye - Fiberglas � u ie and ti hall have a mllnlmulw 1) (lath 611,1 l eG01Ier1Aq td IN IAle�eted b `` value of R-30 and a minimum depth of ' y purchaser and instalt," by sub-comitractlor•. 1 - Chrome roll toilas tilsus; holder accessed nouns section B - Telephone Pirwire, Prepare all be'throlt�hll calls fot wall eovaring. � l 3) All insulation to comply with State Code Requirement$ for appl'Icatitxn 1 - Pressure, fit shower rod (AIL all tub/shower enclosures) t� f 2) Sta1rw*, fo er to Ilse well covered, In ra• cloth. Select ion to be t - 1 ) Prry IQs 1e1� ht,r,t r 1 s ho•Ilri on p l a n s . S46N S��a A i,sc u r s 9 I a s s s hoses r doo ri N t all shower stalls) ►� E e•+llr� ,'f•r• ,,ull [ ctMpteie dr,c) oFir>rible Ir,GdLecl per Llan . � T.S.C. � N�.• Sectiun [ Tsit:vltil •: :re„ • e 4) Provide baffles at ea•rres to prevent dispursal of insulate. i Customer option bath hardware: d II I'rnrl,te 1 •c ler : s !ur, Pfewire Section D PJ VISIOK �: FiN!SWED NA1D Slpt,/'ACES per un ' t c,,mplete enc, operable , lucaced tier plan . - mo, Piotectior Tub/Shower enclosure Shower spoors w/chrowle frame 1) �'' ,�r . 'it• ' CCr\tfdl ttICVrlihn ,Ir le'/116.1 • Sstctioun A - Nigh Pressure lattlnete Plastic Countertops Medicine Cabinet I,rr blre to t is hied is the ,►tic area, �) Provide s� lb, roll 'rouf ;nq vapor barrier under all interior Concrete 1i E•tcn ' rl•• . tst n.prCwitt,• tc Lr 1•. ' rrd 1'trt•1ll / to this :+rltertna . S.IabS On grade:. 1) Provide high pressure lominete plastic countertops at all kitchen Conxsters and 6) Provide $elf closing spring hinges at each unit entry . ) 3) br Tads I ,r future T . Y. cable to tach unit . 1) lap vapor barrier .,qts a minimum 1(,/ I '' (Formica eptat+le manufacturers (F orca vanity tops , per plan, Willso+ Art and Nevanar are aCCmanufacturers Drand laminate will 1 not be accepted) , DIV I S,ION 39: CAAPET Sect ionDt U r•rr Cr„� St�Tt ion E - Water Prcwt inq - t\' 2) Colors to be selected from manufacturer 's standard selections, Section A - Stairway Foyer Carpet 1 ) Pr;,vide 1 rS;:- 01i,1w Ind Lwin button per unit . 1 ) Provide through coat of Sprayed emulsiflett asphaltic htnte. :,r�r Side of all compound t° the exterior 3) NO full deck seams will be allostlled. - � n � ) l,•cate •. Ind ( ran5fr,rRlt•r per plan . fourtrldtiOn tlf1a11 , adjacent to earth backf i II 1)' Provide fA ? ) Allow to dry k) Alit countertops to Falivt call:edg I n g, 2) Carpet t o be Installed s t a l l e d over 4 0 o c, Hair- jute i t J u s e cool i s o y completely prior to backfill , combination pad. - 3) (i� irle to -be Nutune flti- 14 , or equal , Section S - Tile Socksplashes ! a Session S - Unit Carpet 1 1 41 rush Dutt(in to be Nutune PB-81 , I lyhted Litt-, oamieplate , r► equal . DIVISION 27: HEATING AND AIR 0NDITION_iNG 1) Provide 2 rows of glazed 3” square Ceramic t i le at all backsplashes in kitchen 1) Prrr�it . equal [ ie+e sir les carpet M11111nt,factured by Evans/Black. 'off E c,pu., 5) Locate pushbuttons at entrance door i and bath. . ,r Q per plan Section A Electric1 . 2} Tile to be Maple Pattern Series manufactured by Holly Gilbert Company, or "Lal . 2) Calor to be selected from manufacturer 's standard selections . ct ens . I ) Provide electric heaters in each bedroom complete, In pl��t 3) Calors to be selected from wanufactwrer's standerd selection. L� tested, and operable . Lon. 3) Carpet ♦o be installed over _1 _ S/9" reband pad, United Foam or equal . _ a Sect ion E - Security System 21 Electric `) Tile to extend up well to •icroave even at range. P-�'Y�G1� � ; �(I�1 �it,•( �pj 6 '1 heaters to be AL>c--� xN DIVISION 40: LANDSCAPIMG, FEXCIN6, DECK RAILING lt` 1 i ) remote t he r Nil,s t a t i c s un t r o t mounted On wall . with Slat t i on C - V i ny 1 F 1 oo r4ny am d Illastf - - ` 3) Units to be sized by Supplier and 1 Section A - Larndsrapirlg ' Tualatin be ocation verified with Dirsign Depart�lle/tt , 1) All vinyl flooring to be Armstrong Sundial or equal . Pattern ani! color to ►e •� Development Company, at the t ir91e of bid sub11'i ss ton. selected from manufacturer's standard selection. s RefJr to plans and specifications prepared by others. 1 2) Manufacturers c'' Stcurity Systems Shrill submit proposals c,utlinin Section B - Meat p� • 4 type of 2) Sale to b'e 4" rle.'Syr type o1 Qolmplewantry color with vinyl . Section B - Fencing system, performance , etc . directly to the Gesiqn Department , Tualatin DI'I,t• Iop(T,ent Company for review and Selectiln . 1) "Provide through the wail Zoneline iV beat .•punlp as mla016factured by Ceneral .�+ Electric C -• - _--- ompany • Model rA387930JA- with rrIIIE ORAG45CT13 (p�rk Maple) 1 ) Provide fencing for privacy screen , trash can enclosures , etc . , per plan. FC �► 7 n 4 �J AU L Gales F 1�1 A-� FZOVI'1 CA 6�NIa T", P ) t DIVISION 12: PLLIMBING 2' Units to beilocated per plan in rough framin o 2) Fersc:es to be constructed of siding. Applied to framewrrk of 2x4 rails and 1 - -- 4 Den provided, �x4 ress ♦ treated i 1 ) Provide all plumbing systems as shown on plans end P w► D. posts. ' specified herein . compitte 1 in place , tested and operating , per state and local codes , DIVISION 28: GYPSUM DRYWALL 3) Posts to be placed mliniltwnl 10" below grade and supported by concrete. 2 Raft V ' C0 2) SuPPIY fixtures per schedule : 1 ) All Seetlon C - Deck Rolling 0 9YPs�► wallboard to be of type and thickness per Plans and specified - herein, , Q c4 m Ga I Ion A 1) Provide deck railing per plan. t`leh Mater Heat( ( 2) All ceilings ings to be machine brocae N State f :V s."-V?'or equal . p t~e"f e finish except at bathrooms and kitchen• 1�• Kitchen Sink CU70UT 1fl •_ter, 1 t. f'''.It.-:l�- 3) All walls to be, spray _ _ � f• � � f C1� ? I"x24" stainless ' mss stall sink Day textured except at bathrooms and 0_ IY)SIA1I �6: LIGHT ArIXTUN'S '�'t -. • _� "ii �F' - �F �;- I.i',. t-� �G Stairway foyer . 40 0 20 Gaye Elkay MCR 2522-3. - +— �) P r spa r e bathroom h r cool and :./�-f-i c:.t:_ `J'Kim %�,�•�C I l L �G-!�' D j 9 41rway foyer walls for wsllcovar. Section A - Nrctwser Optlasl fixtures '� a Water Closet American Standard /2122 .446- - W KLr D e�� ,2 ��r] LU Eu; a #A Bone , 5) All window* to be wraQpe.� wilt, h1�;yip �11,1�t 'QUI i�. 'UNC• lj Pslrchaser to I,41sct fixtured for dining roost and entry with allownc� from Section D - Mail Sat Stand �Y N�rY, Z. � C lighting s 1 :Ar's silow►oaa. Q � Lavatory CIfTOIIr 1f4 6; CO l iAgs at al•1 icsusr units to have 5 $1' �P � O p•�• ArrlcrtCAn Standard M047b.02a - � gyps m wallboard I,rstallerd over .� t�•� Stbrle. OVAL SHAPE resilient missal cllantoTs (/RC-1 ) attaclir4 to f�oclr joists. A2 erslas with _) Swyglstltta* •Flowaarces > diel' 1) Supply &@! I box stands of type and location per plan, r.F.A f reratd so(!i ts', acxacil nrsg rocs f ixture 1 s $100.00 and $40.00 for entry. Seat DYPsum wall board dlre�tlt► to luring. I4A Olscnite Plastic , color 7 ! '' r � up � 11w.4rican to li stall Sit a� to ala t c h water closet . TU *F�O�JLd/f. va ! P WrletseM i s d 1 rtes t ion Tub/Shower D-6 T9 IIA_SO�lily F iIEP1/1Ct3 r, ► { .�. ' 4',O(;6 1 , 111!>fl W >, C� Z wuv- WA%ui �, &PPIL I ANC s �.. by Pura Glass > E.¢�' 13�r If`�� n ' . a z color to match American 1� All fireplecas to be "aso 'ry avied par AlsA. 1 _... ..� - - 1 tGf G 4k&0 =? O .. t Y i e f r a" sc.het bale Z t or IeQ w l : ie own k- cal ► a Standard gone. PtltaG � Ids S upp l l e4 Ap/i i an�os ~'! l•IrTINI. sur:14'1.L •• 1 All i - 48" Shower 5-4 or S � f•� trick Colors to ,be iQdciflye by Ir.VC �- ��- t-I,tlrk rin; 'rr�rl•I:r rt(,;�:1:T' � 7< tChew appliances to be 1 ' -S by Q me Glass. IICHT fIXTUar 9` ,Model year General ElectrfC or equal per ~ Aatch American can atl►t�u1a. 1 Color to _ • ' Vi Standard - done. • Mi610M t0: _ �'.�¢a /- J P" ' ( ''- fr (Nole: To determine ouenlijY (�f 'a (000 j) All control devices as follows : 1" •+ `1 . ���-�---r409 0 .►►77U'f�'i� J xtures neeLed. Ser Iroht fixtures r�,,e�' •�� ( r v units occur in buil ` dims. See I f } Utility 1 ( 04VISION j1 FIM�M WITEAiJ1t '�' Sight PIan.1 ; - `+e I JSP-27 j y j Ly Supply /d-200 Guy i Gra - i 's� I JIIcMq Wave, O`tr�fp JYN- �.{� ' ,t Tub/Shower y• - ed -ti9hlinq Com, iut,:lied by Ele:trie,a� N�,� 311 ! Kitchen #636 WS Delta Or /642 sett Ion A Millwork _ 7K i ----- •, KPT (2 f'1�E� o� -'lo r r 1>� air.,:, 12.••1 rl,n,) NutonC 91)20x Mall cunt ' �� IZOlpl�s t0 he MMlettl4 ladle ,><tend�11rd Mwufscturerlt colors. T, • 1 t /IiOCM Delta. i Ixtu a to be -se'-.ted+ i Lavatory 0522 WF Delta. l� i4le and cos 1 /1 ►, Ei•i r 1 I I , i t 1 i I I I b Buyer �S to be 2 IJP+ Cal tat i - Y _ 3) r/pari, sMt6 tp Ota frigtsyr I�2 6 A on preflnfs d, _ u • S • 3 L iy to ier R II to be chrome finish.. except laundry supply. r ♦ a va,a lits M ,' ! t/ , y ►. - -�dntrn i 1 as e =1 �tI _ f / ilif �-•�"' res. 1 ��.I U v t 3 1 l t;q h O !�� y ..1r. ` ,gyp 1 ' i.turIt to a se sett "---I '' . r, D 1 Y I S I ON -2 j: f . '1 .� �� IftttlW�o, O�'t It{�1V 1f1a { 11M 1 a iw�>� i nt" n - 1 1 1 1 1 1 t I i 1 L.L. 11 Baler ! t. ', • ` r' • e per 1f ,. aceb r r ww1 �•i�l-1 �� 1 (. I (^ Nt• Pct . • i 'i1�'� aYt. 1 r ) w _ u� - _ i 1 1 1 1 1 'G to ler ctss at • :�+ atw , • (t OMIT ,`:' ' ♦ ' p .C„t� (�• , , Tri.•., nom- E e ba l l DIVISION 24: F •tAYer 14� )1P al 1 '.0, ,� 1' yt •s 7 t' fl+y;r/!r1 1 tn►If. I 1 1 t 1 I t 1 $roll 6'FT�"Dou�t 1 , • • . 1, ' n• •� ♦ '•►1i. • Ir„t'� } ,• f , '• ., , •It tl. ICn — ,� A•1,,. �` w.''A 1!t', : . , 1. ,, f N. . r ,I. '• s 1 1 �' !ff ♦ r Luminous Cti l inq (Ser Fian1 .' 4 t' • .�r1 ry,, A N DIVISION 25: OMIT +. U •,, 1fi2Srlbrl ', r ,, ►t' .�;'•, ' ': ' !1, fr, ,,�•�,j11'/ N1 tt,uen a nµ 1 1 1 1 I I I I Lumin 1' •� „ t • - --j"�"•T•�� .'' •f 4 .i dnVlr T u e •1►�I I r7it1' �' ✓ 1 + Jl� r' '�/\ .( + , ��r • --�— 1 I 1 1 1 ( 1 1 �a4. Frame f • fa 1, .P ,? ► ,,'�r► .✓ N 5 1.'i M t' lU t Jd• '0 �j alt, er n. 1 t y� •` ♦ 1 ; M1. i •t, h � .�.• •• 1 'A ;' 11 • t �� ,y,• „ •.1 (Wins, %iRht J I t �e9ht el Ing N LSE ' wtn� o11�Y �'i., 'r'�f t ►'•''� I�1•a, r•� t'• • ► / ' 1 •'[„1 � DIVISION a' r t Ra o R 4 1 a,. 6 e :R J •.. 26' TMERMAI AMG :"!0 i ST [ ? ECT t �..Y ,t �. �: ,.�. ! • + s �• '' 1 ,�� Y, s n , _ t. a Z' UR rA T LGN• ••� � t y t !' • i n {, t .,� � /• Cehtnet 1.1pr.[ ! 1 1 1 utnne 3 i4' .f n,r f. / r Iti ' r1 • � t r , .: '- 4 1 t w * 1. t r �• 1 1 1 I 1 rluorescent ) ~t• • j t y,'•� ✓ 'r♦ (. �. . r , r p ' . 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I 11111 I III Bil ( I I Illi SII III I IIIIIIIIIIIIIII 111111 III1111111111111 I M A V.P. 17 ) 1990 , t v N . A• v I s r , �! d f r tt M14 L7 '! 1• i J► ♦ , e. t ..• V'.,. .F • ♦ �.. .i. 1 , r ,l '-.'7 �� • �, ...,., .•Y !. ., ;, - � ,4, ;•t,n•t . J y' p .1` 1. i >! / Z" X. f }JI ypvy tl' ►; i.� tp.. , , t }� i , �• al a e yy. y, 1 + v i a + !3' � ,a' +. ..1' 1 d .• v 't., : <<' �� , , . '. .:. •,�.h;' rlt'• '.�..,*,,. �i , . 4tV•' .1Y . -. Y !' H f .. *.. "1. .�' Y' ,.y- - i A , ,c' 1 • t V t � _ t ,� 7. j, •* , i',r A: •��, �•� a �' h �♦ ♦ 9.: •. .'i.. ' ',• , '; ..�+"'�, 1• r,r �': 1� ,� �, - - , �'� 1 �1';..:•t- 4♦.Y,,; A a i'.C' : .. e, ,n �r •'• ' ', f � ' .. - •.,'.t,a� ' � # ,1 ;f+Igt`:!�• .. •-t. �g« ,�,�4• • , l •'�,,11 Wit; rF�, L,'.'1 ,i'�F, I. . . 1 a �...r r h,� '� + ;•n,.•��.'.+iv�' J. tz Ilk, •r ,y -� f •, .,.• TR+, '„ ,'' s�i.i. � 4' r' f .� ♦ , t a v W ' - , l .. • � .• 1 �� r rJ ` 1 f • s , j ... ' M.. f - . ♦ .. 4 " ,• , {�'• ►' ' ,," i. r ♦ •i •.� r•a • • � ! ♦ } - P f ,,+T,•-+i lip, ! `,aR 44 U r - • �11. y«. r �" t 1 ♦,. /,j 1. iu,lt- I a . r a,i �.- ., :la y9 (►yam (� �//�1 (` STRUCTURAL NOTES WAIL11% 1YWCOfIM�C114l Sc�t4f,�tkk• , c a' x' '' it • • 1' ,,r ,�y :r r. „ _ ,• , �',+► •� ,.� • _ _ � � . :, a .4 tv* 1 • t IRl7• �A7 49•'�I'>J,9 EqR frI.011L'lly •r { 3 i yt' r :�• '� y !' •J.. . M 3 ,'. �, LIVE LOADS ' r - + .:.� .. r ---------------•--------------- ---25 LBS. PER 5i�. F1. ti , .,.�1.,,,,,,,., _-,, _. .....,._..i�n, ,,....,1.,,_,,. t r ��.i.��,�. ...�..�:..;-•..f ', f. (SNOW 4UILD UP L13Al0ING AS PER SEAN •. , TIOfi 1"' � t . SNOW LOAD ANAL Y S 14) ...•.--•----+------- _.._ .w.. „....-...- +, � ..�,,,:._... ,,, ,�i `. r r • �, " FLOOR------------------------------ -----4.0 LBS. PER SO. FT. WIND-------------------------- ---------U.B.C. BA31C 25 LIES. PER SQ. FT . STUDS TO PLATES - END MAIL ?-1441 '�' ti ` � •. �,, M •'''- ' a X ,�� r^� SEISMIC----------------- --- -----U.S.0 ZONE II 1979 EDITION pd - TtrE 11�►IL -I4)d �.' '';�« t'+s r >, • IOP PLATES BOTTOM PLATES ` FOUNDATIONS___ • ' _ 01. y, •"` -�. �,` � � ' a SP t K , TQ�iETTt ow 0 a' 1 . _M0_1N19TION SIZES AHE BASED ON A TOTAL LOAD BE-ARING SOIL PRESSURE OF 2000 LBS. PER LA#P niTFRSEC'114NS 4-lQd EACH SIME JOI11T Sq. FT . FLOOR e?fiISTS (ROOF JO1ST5' (CEILING JOISTS) 1 - `'. ;' ;-�, ' DL 2. FOUNDATION ELEVATION SHOWN TRE TO BOTT014 OF FOOTINGS AND ARE BASIC BID ELEVATIONS. TO PL=if:S 'JR SIAN.�i Tt7E NAIi 3-IOtd � f + FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTURBED ORIGINAL 5014 . ' 3. ALL FOC � BLOCKIfiG TO PLATE - TOE (lAll 2-14� � � - •♦ �.. 4. ALL FOOTINGS SHALL BE A M I iI IhUM OF 1 ' -6" BELOW FINAL- GRADES OR I ' -Cl" BELOW EX 15 r I NG SLOCK IK TO JOISTS - EACH! ENi) 2-10d _ GRADE , WHICHEVER 15 LOWER. 1 BRIOGINf, TO JOISTS 2-106 _ 5. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATIO14 FROM FOOTING EXCAVATION TO CORNER STUDS 10d 0 17." O.C. NEAT LINES. 2X LAAIw.�,TEU BEANS 10d @ I? T f 6 ST"EAED 6. BOTTOM OF FOOTINGS SHALL BE' STEPPED FROM ELEVATION TC ELEVATION Ai 2' -0" HORIZONTAL. t TO 1 ' -0" VERTICAL STEPS OR SHALL BE SLOPED NOT "O EXCEED 1 VERTICAL TO 4 HORIZONTAL " L V WHEN APrFcOVED BY THE ENGINEER. PLYWOOD Shtl'iHING 1/2 INDEX 32/16 (URS 1 . 400E SHEATHING 5/'8" INDEX 32./16 AT EDGES OF EACH SHEET & BLOCKING b WALLS 8d @ 4" O.C. 72 f CONCRETE - CAST IN_ PLACE AT INTERIOR OF SHM 8d @ 10" O.C. 1 . 1 -L bN� TE� �H�L UEVEl.OP A MiNIMUPA 28 DAY LABORATORY CURED COMPRESSIVE-CYLINDER r � AT BOUNDARIES OF ROOF 8d (0 4" O.C. STRENGTH OF 2500 P.S. I . FOR FOUNDATIONS AND INTERIOR SLABS ON GRADE 3000 P. S. I . FOR OTHER CONCRETE EXPOSED TO ELEMENTS 2• FLOOR SHEATHING 5/8" INDEX 32/16 � 0! ?. A MINIMUM OF 3 CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH 100 CU. YARDS OF AT EDGES OF EACH SHEET, BLOCKING 6 WALLS 8d @ 6" O.C. EACH CONCRETE STRFNGTH. CYIA NDERS SHALL BE TESTED AS FOLLOWS: 1 @ 7 DAYS; 2 1'+ ?8 AT INTERIOR OF SHEETS 8d @ 8" O.C. DAYS. AT BOUNDARIES OF FLOOR 8d 0 6" O.C. 3. CONCRETE CYLINDER A;JU TESTING SHALL CONFORri WITH ASTM SPECIFICATIONS. APPLY 1/4 0 CONTiRUOUS BEAD OF 3M4314 CONSTRUCTION ADHESIVE TO TOPS OF ALL JOISTS, 4. CONCRETE, FORMS , MIXING, PLACING AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE BLOCKING, AND PLATES IMHELIIATELY PRIOR TO PLACING PANELS. I PRACTICE, 1976 EUITTON, AND SPECIFICATIONS. 1 A. JAL SHEATHING 1/2" INDEX 24/0 BLOCK ALL EDGES WITH 2 x 4 FLATS 11 , - AT EDGES OF EACH SHEET TO STI,'DS, ; BLOCKING 6 PLATES 8d @ 4" O.C. LIGHT METAL PLATE CONNECTED WOOD TPUSSES AT iNTERiOP, OF EACH SHEET fad @ 10" O. C. 1 AT BOUNDARIES OF HALL tad 0 4" O.C. , 17�tJnES�L CWT VIT TI.-f C.--PANDARD NO. 25-17-79 P D ALL PROVISIONS OF THE - a DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS PLATE INSTiTVTE TPI-78 EXCEPT AS OTHERWISE NOTED. 1/2" GYPSUM SFIEATHTrIG, COARD X11 GA. X 1314" X 1/16" HEAD 6" O.C. 2. ALL TRUSS AND COMPRESSIVE MEMBER ;TAY BRACING AND CONNECTIONS SHALL BE MANUFACTURED BLOCK ALL EDGES WITH 2 x 4 FLATS 01 ArON!) PT . GALV. NAILS 13Y. AN APPROVED MANUFACTURER. P ALL STUDS, TOP & BOTTOM PLATES A BLOCKING 6" O.C. - ) 3. MEMBERS SHALL NOT EXCEED A LIVE LOAD DEFLECTION OF L/360 OR WORKING STRESSES FOR THE APPROPRIATE MATERIAL UNDER A TOTAL LOAD OF 40 PSF FOR ROOF MEMBER, 1/Z" GYPSUM WALLBOARD 5d GOOIER NAILS 4. TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH R'if, TERE0 BLOCK ALL EDGES WITH 2 x 4 FLATS 6" O.C. PROFESSIONAL ENGINEER' S SEAL . SHOP DRAWINGS SHALL SHOW CLEARLY ERECTION PLAN AND la ALL STUDS , TOP & BOTTOM PLATES & BLOCKING 5" O.C. ALL STAY BRACING FOR TRUSS COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. 5. ALL CONNECTION P,_ATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER - 5/8" GYPSUM WALLBOARD bd COOLER NAILS Al ANY MEM- ;;F 2000 LBS. AND MINIMUM SIZE OF PLATS OF 3" x 5" . SLOCA ALL EDGES WITH 2x 4 FLATS 6" O.C. �' W 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH 1-SIMPSON H1 CONNECTION AND 3 - 10d •-'A At L. STUD$ , TOP dl BOTTOM PLATES K BLOCKING 6" O.C. � TOE NAILS UNLESS OTHERWISE SHOWN. • 7. DOUBLE JOISTS UNDER MECH. UNITS UNLESS OTHERV:SE SHORN. .t OTHER W000 GOtf�tECTIOfVS MINIMUM SIZE AND MAXIMUM SPACING - PLATES TO CONCRETE FOUNDATION WALLS 5/8" R x 10" A. BOLT @ 4' -0" O.C. GYPSUM WALLBOARD AND ;HEATHIN(; BOARD PA_RABOLT COINCRETE ANCHORS - I -GY�Suri wAULMAPID SNAIL CON�(1F2M TO ASTM C36-15. 5/8" ® x 8 1/2" @ 4' -U" 0.C. 2. GYPSUM SHEATHING BOARD SHALL CONFORM TO ASTM C79-75. 3. GYPSUM WAl.l.t;('t1►;!I, SHEATHING; BOARD SHALL RE APP 1FD WITH STAGGERED END JOINTS A^J() LAG 60Lr INSTALLATION: PRE-DRILL HOLES FOR LAG THREADS 1/2" 0 BOLT = 3/E" 0 HOLES + I4A I L rD A', I'll' PI ( IFI CAT 101J5 AND STRUCTURAL NA i I IN(, SCHEDULE . 5/8" 0 BOLT = 1/2" 0 HOLES 1� 3/4" 0 BOLT - 9/16" B HOLES 1 � R SOAP TIfREADS OF 'LAGS IMMEDIATELY PRIOR TO INSTALLING WITH WRENCH ONLY. +� �'�` �', • fRAMIN(, LUr'4FIC! CONNECT ALL BEAMS AND JOISTS WITH SIMP'SON HANGERS TO DEVELOP STRENGTH OF MEMBERS. � � `� "` •�+;• ARwJf, rho.ll F'lilt.`vifNG LI1t4E:ER SHA( L CE WESTERN WOODS GRADED TO STANDARD WESTCRPt LU"S1;ER �,I?AD1'j)' PROVIDE STANDARD )'LATE WASHERS UNJ)ER HEADS .OR NUTS Of BOLTS BEARING 1t D. • • 1' ..' � - �1 >.ai�'`• � �'�fi�'. • A, ExTERIOR WALL ,TUUS O W'00N. ? ,a er NO. ,) ) Rb 8DO 1 ' ^`�� ti.. 1 s-``• - •'• ,. "y 1 - ,M r rt4t ,i''�' • , OR STUD 4AiA: ) F r 3J35 r GENERAL -• w Y ,r4Fl tlIOR wn.t I STiJUS ! '% - ;T31�11)r1P,) LIR R(.TT'FR ) Fh - 6O'► I . GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS- ! OR �,TJ'. ,RAO Fc 3f;'i SHOP DRAWINGS >sHALI BE REQUIRED ON F?F.INFORt 1NG STEEL, TRUSSES. ATJD SHAH BE REV1EWrJ �- i • E 1 ,500 ,000 PRIOR TO FABRICATION. - � I C. JDIS S , NO 3. FIRST FLUO►c SHMLL BE PERMANENTLY ATTACHED TO WALLS PRIOR TO BACKFILLIPC AGAINST I , UCTURE. ; 1. 1 ,JU,►,U(lU 4. THIS `>TRUCTURC SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES UNTIL THE _ ROOF AND MALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. ]t 1350' 5. ALL CONCRETE JOINTS SHALL BE ROUGH TEXTURED WITH 2X KEYS AT CENTER OF WALLS AND •� � . : FLI 3fi5 SLABS. CONTRACTOR SHALL. OCTAIN STRUCTURAL-ENGINEER'S REVIEW ON DETAILS OF ALL E 1 ,609700',1 CONSTRUCFTON JOINTS PRIOR TO CONSTRUCTION. - 6 • GYPSUM WALLBOAM IS USE& Ott THIS PROJECT FOR 3RACING OF -T4 STRUCTURE. GORTRACTOR ^ E O'f5 Fb J5U -- TO PROVIDE ADEQUATE BRACING UNTiL ALL GPYSUM WAXr-LBOARD HAS BEEN APPLIED' AND FULLY NO. i TAILED. _. B10('t:INu, PLATES i BR1Uc1,4G STANUARi' UT' RETTE:P ) Ft) 1)F STUD i;RArll- ) F,. 33S E 1 ,50+ ,JOf1 CONCRETE RJINFORCING STEEL I •;! `; '?�' T- �'. ALL t�It:MRERS .s�; ,)R LESS (LEAST UiriE�151�J"J) SIIAl1. BE 4AXIMUM ly•, '�UiSitIRE 1.Oh1EIJT. .�,,,,,,.�,+.,�;�;': ' : ;;�; �.��.,.:.,,��,,:.�;, r. . = >..�•: ,...>f�' 1 . A1.1- Mrv���� FOR COfJCRETE SHALL CONFORM TO U.B.C. SfA1JBAFG7S t+tt)r 2b-+1.76 I � 3• ?ROVIDF SUJ_IU FLOCKING (SAGE DPL1TH, (1F AEMBEP',) AT ,GLI. POINTS Of BE0ING, AND 1 x 4 - AND ASTM A615 GRADE 60 FOR Al t IaM EIRii?filNfa '� 8' -()" U. C. MAXIMUM. 2.' ALL REINFORCING STEEL SHAL+1 BE DETAILED, PLACED •• . d, FABRICATED AND IPJ ALCOi1W1t1f,E bKTH ,:; .ti�� '),r�{,.�, ..�.,;', , 1,+ ' ",a"t•►�'U ' .. ' «r.�;; :,M ,�; t 4. pLl. p1..r41 ! S ANO LEDGERS iN CONTACT N( T(r COtJCkLTE OR PtASO'J!?Y SHALL BI PRES,URE �� ACT DETAILING l l L NG MANUAL 315-t4(?, r , c �04 ✓ t t fit': ".s ' ; `' 3 . �;rEF .:;#, TREl1T�J. ! EDC4 :E '►AY (IE SFI`AFtATi.0 vwm COrJCkm OR MASONRY )JiT►; 3O LD. A;PNAITIC FIJI A, ALL REINFORCING STEGE SHALL BE ACCURATELY MU SECURELY PLACED. , r .. � Y • �,.„.; � 5. D)URLE 14 : .,'.11S,, S IINDIP ALL PAPAI LEL PARTITIONS. �...`.. B. F R L f r:. .. {•! r,:F„ { � ..,: .� , REIN 0 CING SHALL NOT fit' BENT OR DISPLACED FOR �.y*�, . , " �'. :'Ip .,, .-.,•. ,; r•'4 t t ).•H,-PULE ANO + AWINGS. EKIJY60CE QF t�,:.;, �. FI)k 4Ai1 . {), C �1 OTHER IRA rk 0 THE COMA a t1+ r ; T R DES UNLISS' APPROVED BY THE StRUCTURAL ENGINEER. ' 0 C, MIM r IMIW�I COVt.R FROM CONCRETE SURI ACE PLX'J'lOOu �H '1 TH I NG S Tl3 MTEIMII*O�t,ING STEL: SN �y•�'. r ,,, +�, 3 + 1 I,� T T �Y V Td•' , R, r - �. . _.. (. BOTTOIh OF FOOTIIItI . . . ,: ;..,, ,' , . ..�`�' t • - -.;�b„�;z4 ., ' i r I ' ',' g. '''• h .,,ia1 _ « ,, .. �.iy its h, 'A i . AL l 1 LY41r�t)D SHE.LTH I.i(, SHALL. liF. CU GRADE , UNLESS UTHLNiIiSE ,HOW(f , I�tTr♦ IaTERTOR GLUE. .� . �. 1iANIO ACTdRED IN ACCORDANCE. Wi T11 PRODUCT STANDARD P '2" 1,/4"' TO EARTH FACE QF MALL ' �'' a , j c : ,,�, 51-74. .� W" A ROOF SHEATHING) 1/?." 01t 5/8" 1WDC>< 32/16 It + ��"•�' �` � . ' «t ; . 1 1/4 TO INSIDE: FACE OF WALL � �, (>,, ,. B. DECK' S 3/4If INDEX 48/24 T a G - .. C. FLOUR 2" + 1/4" MAIN STEEL. BEAMS ANQ COLUMNS 5!8" INDEX 3?�16 � J. MALLS 1/1" INDEX 24/0 3/4" + 114" SLAB TO TOP ANE) BOtTOM SURFACES 2. PLY4OOU SHEATHirJ1; SHALL BE LAID WITH END ,POINTS STAGGERED. 3. BLOCK ALL WALL_ SHEATHING WITH 7 31 4 FLAT BLOCKING AT ALL EDGES . F. LA? +ILL BARS A MINIMUM OF 36 DI�AJIETERS EXCEPT AS OTHERWISE NOTED. a 3 4. NAIL AS PER SCHEDULF AND DRiNdt'1GS . • 'r ' SIJ r N -. '..._ 5. LAY OUT FLrW000 TO ELIMINATE ANY IlIDTH LESS THAN 1 ' -0". \ � • ,"`1?*�$�''°,' .�;,�.,*,1,�,�„�;�..�,�,,�„" `t .. 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