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THE QUALITY OF THE ORIGINAL g Z SZ- t Z 4 Z Z Z Z lig Z III I L I I I I hr1i I I T 6 8 L 9 4 f 8 L Ir M P- • , 1 9 9 0 „ , IL .. . , I, Illi 1111 lll111111111IIII IIII 111111 IIII (III IIII IIII IIIIIIII IIII 1111 IIII IIII IIII ILIIIIillllllll1;. .1!!;ii 1111 IIII IIII IIII IIII1II►� IIII111111 dlilllfi1 IIII 111111111 1111III1 111111111 Willi!! 111111111 1111 Illi 11111111 loll 11111111 IIII IIII IIII 111111111 IIIINIII . ,• 23 , 1990 1 . ..eke. r r __ _____ waltaroom••••••..•••• ••••••••• ,/i' . FLoorz5 ;- ( 1_ . [ . _ qo / F ) Di-ems x.-.- G o los , D t . - • /2 ' T' tIot./C. = 17. 5'psr 5A" pLy DECK = /,B/)sF , JoisTs 2,8pc, 5, GyP CrIL. c 7.8psF M► sc_ t 1. STOP -7-0-77 D• ( . z 21 . $'slr -‘,714C- C7(5ivkJ 1oA0z 41• 5" psc - F ooPS l , _ 81. 5 ps F - Ptoes if . Roca- Jo, S r '_ r 1 !-SAX- .5,0.0 .1-' = X 61 0" ; w = / 33 (ep /• c) : 62 4 / Mc"= 82 (11•) s (!-5)= 3 1 409 ,-,L, v7 S = 3140 ' - 2 /.-7iAJ5 - 2x /O oK 14Sa 14 L. < ouJ Pe Ft = 12 (16) z.. o. civ. 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( � I � lIIl � lIlI + I � + III + iNOTE . IF TMIS MICROFILMED 2 4 9 t 1 11 12DRAWIN3 IS LESS CLEAR THAN •• . THIS NOTICE IT IS DUE TO — —�- THE QUALIFY OF THE ORIGINAL — — -- DRAWING. S Z Z LZ Z 4Z Z Z ZZ iZ OZ 6I i Lii i t i i ti i 6 8 L 8 9 f Z i ,, N 11111111111111111 III1,1111 IIII 1111 III Il + 1 ''1+ 1 I I 11111111111111sill 1)111 1)11 III! III. 11111111111111111111IIN�t,.,��,11111111111191i11111111111116 l�� I� 1111 !!11 IIII IIII IIII IIII IIII 1111 1111 11111111 IIII ILII IIII1111111111111111 Illliill llil 11111111 (IH ILII MAY 23 rit 990 • P 4Y'ta'r-(4 rim.Ydrwt ?" sa.4.1. .^l11C 'i L. ., w r. .w, r. .MiYr er 114TH COURT 15655 2 of 13 TDC FOUNTAINS BLDG. 1&2 37-G I i I ... .. .t %\ n L 4 C057A Ukir T - CoI..,T ;- C I ITCIjeL� - _ Ds&.)i/1/4,c, 1-I DR. '- 5F40--).7 c!j '-p" ; w * 6154/ 7o 82311/, br' 93� ,--- \ I e (L,20) c9 (3r o) z 6 Z o o'l 1 --2.-- , ' r I — - e 2 : 8 6-2.0 ÷ '1ci)y 45(0.47) _ =�31 l.ii $ ► z 4700 - 11 =12 % 11 L 2587 MUz 6110112 : 7 , - Ib. 7q oaa S _ _ 5-9,2 .,.J 3 - 6 X 1 cD 1 � 125-c. 330z- _ ?., ( 3)1)'S lr ~1 10 • LSE ` " � 1 tom, I-F . 44 is 1, ` S TEEi_ L ,,__,re Z 5 ro/z 4512it4 Vet,/i-e 12 : - I WT. c ,r 0g ick_ ( 3'h " TNicg ) - F- 514 ; hT= 4 ' ' W 140-11/ i © to ` ' SPAk..I ; roto = 144,060)2(1•6) _ -75-401,-,- ib. s _ -�sGa _ cam. 3Z 3 /1..i - 015E- 3 ''X "3 "x 3/i tr'Z i - 2 . 40 I _ -' -- - ___ • IC ' -Tc' 8' 5 pAo ; N14:3 = i o(6)z (i. ) _ 13aao ,,,j - 11 14.=10 eD• '.57i ,►,.�5 - 05r 34 'Y3e$A "/ Z33-4E. i 12 ' S pAry w Dens ' l'40 .: "0(I7 )z(1. 5) 1 44c',, - 1) I tig✓ 1alV C" 3 N G _ 0.83 - 115 A '' L •• i .:1-- .... a'' ---ice.._. -ftm,,•r 7* ' !+^..,-'- - •,•...„ow `" I1 - • • •v`, I" y • • 4. 01* - .. _�. . ___ _ Pr 11111100110$00011100, AMMO ' AMMO' I .._.__ �� ..- - -r [111111111111111111111111111111111111111 1I1I111 1III111 1111111 111I111 111IIll 1111111 1111111 1111111 111 Illilll Ill ill 11111111 I Ili 111 I �� Ili � 1lllil 11 � 111 1111111 111 111111111_I ' I. �_� - ._. __ ..� 2 3 4 4 NO F . I F THIS MICROFILMED 1 �) � I I � _ f--.11.1 _�- 11 1 .., DRAWING IS LESS CkEEN — -------_. -____.__._.�___ _________TO 1 _ T --- - -- - - , .. THE QUALITY OFT ORIGINAL DRAWING. rIZ li L Z S Z 1Z 1Z Z Z I Z Z 6I I L I i 1l t t'jI 1I 111 I 6 ti L 8 9 f E Z 1 �III! IIIIIIIIIIIIIIII !III !III I1I11111111III 111111! 111111111111111111111,11111 !III !III !IIIIIIII,..iii1I111111111 !III 1111111IHi1111111111111111111 ILIA!!!! 111111111111111111111111111111111111 !III II111111111111111II11111111111111111i 111111111 rr , MAY 2 ' . ) 1990 �� - .r.. ......• F76. L oAo s :- o,CiL at »T;- L 'vtr taco - DEO LQAA Sloe- W4LGs • ZooF 2a %37'47'= 444'/ 2,cJoFi? = 24;* xG"-5♦'L�' - 3494vh VsfA GL s = I x /DstIi° • / 7 t> fi r74 , ?sod/ 7o7/$4 = /233 S 1 or )►✓A c-1, 5- Ch AD LaAo t W0 L GAD. wIwo - w. >c. ?iib' • • 1101 . ) _ /4.39,12, 2q V& A() LoAO = 693411./.<7'. A/CT 1--,6- 10= 477447 L ,i. ZoAV t Dr,oa LORA Go1/-5 - 17 33 t • ow f2Ess = /6-00psfi (JSE /6"MIA). F e 4E7za F"rll, sit F E'$- s*` uyfjL *147 id CZ /IU7ERJoQ seFA1e),J6- 14/ALG iC -6 . - i 47 AP—Ty W131.1. — A..)7/16-E 4 DLL trig ;- LC t pc _ tlix.1TpGC = JZ 33 41Z Dec P-4ouir 64 l� "Tv-T v 0 9 i 4t/, /Ai o-ra 1 SKsF = US t " W tor F76 S r4/d 7y WAtzf /v 2 gE A;e i/1./ - W'• NN)( L n = 3 q sf 7'�c1o'�/a' = 112 3 42 USE 12* X `" r-�G'S- ikr OQv Of w *C �(` mr .ecIslct� . 1 Nrston al C5`4' .. ., 41„°tyy 1.10.1011600tMr. rk,x ..r., Sitia • �y�y^'p�'. .. � � �� �r �_ k a�, tee Ir es-F • �•..r9q 1I �f-111 1111111 ililil1 ili1 i 1lilil � hili i 1111111 1111111 1111111 1111111 1111111 hili i 1111111 ililJ i 1111111 hili i ii ili � iliiii + iiiiia1111111111111111NOTE : IF THIS MICROFILMED 1 4 5 9 1 11 1?DRAWING IS LESS CLEAR THAN111111111_ 17113H1 - — --- ---- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL " 1 " i S " 7g1 " 1 " 1 " 1 " 1 " 1 " 1 Z LZ 8Z 4Z fZ *: ZZ TZ OZ 61 8i LT I i I t I I 6 8 L 8 9 f ig Ig II Tal DRAWING. ,,I� II • 111111111111 IIII IIII 11111111 IIII 111111111111111111111111111111111111IIIIIIIIIIIIIIIIIIII11111111Mill: ;1,1111111i1111IIIIIIII1111IIN11111111111111111111111111111111111111111111111111111111Illi1111111111111111111111111111111! 11111111111111111 MAY 23 . 1990 p Pr " ... 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V'14" ( I r; 4.1 . 1 1; 4 � *fa to',el 1 ' or di V n.r,..".�., w.-- s. -",f1•104..... .�IY�r/ _ _. • . .! � .Aqw # a( - Y: r . . _ -- �... N . ( 1fIIlIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIiiIIIII �. j,mil ,. NOTE : IF THIS MICROFILMED L ' 1L± 3 `t 5 f 9Li_ — -.. -�- -- - -- - --�� -- ---__ -_ - -- - J THIS NOTICE. IT IS DUE TO - --~ --�- - ----- -----_ --+--. THE QUALITY OF THE ORIGINAL - --- - ----- - --- Z - - - _ _ - Z--7-2 --- 4 Z Z � £'Z Z I Z Z 6 I I LII I I TI E T 1 Iii I 6 9 L 9 4 ` £ , Z t ,. ;M DRAWING. iftWiliZIIIIIIIILItZ111111111I ' ' �� ''l� � � � ��11111111111111111111111111II 111111i' III! IIII IIII IIII ILII 1111 IIII„ i I 1111111 II I • X , 4 4 ..���III IIII III I11 IIII IIII IIS ul� 11 I IIII IIII IIII IIII IIII ,III III! llll�llll f Ill IIII I�I� IIII IIII IIII IIII IIII IIII �III�IIII Illi l�li Ill IIII .. I MAY 23 . 11990 116 ..,74.4 __ . . At. ' .- .... ... _. I a kklillisomminommor ................ ar I H /Z o,c..,710 L !2c c 6 (c oAv-r. ) ( 7-11/.4;4.--,51/EIZ . 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Df:TA� � Kali sr-• • • --- (4"/4) ' • , 0 • - , o is . -Y • • . • A - - - . .1 . . i I II 0 0 J ) I _ 0 LIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I Il1Ill1 iii 111 1i1 111IliI iii111Ilii I IlcclI III I IIIIiiiIIII I III I III Ili II� Ill III I I iii iii IIIIIII iii iiiiii I I - -- - ...r-..- NOTE: IF THIS MICROFILMED 111_ I1 ' 1141 1 ► I ► i � i � �.� � � � ' f � DRAWING IS LESS CLEAR THAN � I —�- ------- — I 11 11 1 l THIS �— S NOTICE, IT !S DUE TO --- THE QUAL ITY OF Tf ORIGINAL DRAWL;. 11-11t-IIIIII Z111111111 L11111111L11ZIIIIIIIIILIIII1141T1L1II11111IL I111E1L1111111IIIIL IIIIIII ZIIIIIIIIIIIIi11i!,4-11111 IillllllltI �I„ Il1fi �IififIiIIII1iI i!lII[IIII�6III111111 IIIIII I.I ILIIIIf�II1 Illi I4IIlII IIIIIIIII!rIIIIlII11�aIII►I►IiI1lI,n MAY 23 , 1990 a i .'r'. i • - , • •ed+r•i'N• ' ,, , • Jrlr�rr"Yr41,.Jtt.,p ii....M.41• 00,,:T-J,vir.y}� ! , / ,r - 1711 rl1Pre q'�+' r •, * - .r•S r". r r � ' «t fl ,'."71311!"/T1/441911r1/171 r1rr V1jt 71 4 t .` d.~ • • 4j-, ° i. , �f 'a -ta - ^ ,J. .. • r • , • • { Y JI t n r r r • , r t R "y' �a' - J r ,j . •7► , + J r. t• . •f . , 1 W. :'Y M' 4':* ,n _ T ' ,�` . : •''r /• •'{ .1 �` t I� .•i' r .. r / i •,- ? ���' ' , '�►/ •r. 11‘ �a � 'i• '•,�.y J.• , s •� 1' ,, ..-. . ti ,� ' !i t .• .r . w .� 4 •• 1 Ir 31, r la. • •t + Y...J' �. • + , r - . / ,'1 • •/ , i 1 7 •1JJ,, 1 '' ,1 •ea I''r} • 1 ' !!1 ' r, �, r .ti �''' • 4•. �— : ► ,. 4. 'r4 44 ! ' ►! . tll '"li �S{ r',./ 1' ► �' l.r, It �/ '"� s� t tr /'' ,�► [}�f'` ► ; r' . 1.14) . . s., / ,' tt 14). . S �. ,`•.1 4'M' .' l . ''J ..' 11• 'r r. f T -L "1{ . t. rV' CONDOMINIUMS ` , i, ., t ,t L�� �, 1. .,•• . , _ - ,� .P 4'- r � J •'I �}'�'• r J ' iii ' ..- D D M1 i l UNS - -1A '� 4 ` r' ,,,�; n r''Ns .f ' 'i i F. , t` .`f•'•¢ ., , ,, . • . i' ,4,0 • t ir• t•. ,',,ti fi+ t .,, • ;'+'1•44! as ' /1(442-".. OREGON 1 , ... .. 1 f ►f " s �, , t ,, , ;•. .► Change orders, sa:,E �a•.iil) 11 be 14111140rlld M ills &re 1 IDepor(Mot d'f t i1 ,� ,�� v � ; ...� i .' +, c ' r .' t; Sf IIIc 1� c,�l�.mow- t� p 4 . ...,„4." u ;;r"' '� rr '' ' r 9ek t ;iq'11 A - inter f lo, Oboes ''t l.t, >r• 0, •t • • Tw 1 tt I n Pavel 1 oMslo�ian tires t taw A Owtalllp S 1 abs We 11rAyd ►ax I , s; 1. ..• fr, .i ►; ,. , d ♦ 1 N7 ' , Y • Ow wit Decks► a r :.} r 7 1 1 't ' Cheap orders shell b0 stood as the owners mean. to alter work specified in 1) I/vi,rirde till concrete 41 4000 ter on-gra4e slab /111'1 y1 s " re, ''' �'�� : Y, • GENERAL CONDITIONS th., coflstrvrttion Oocoi�snts due to error'gs omissions, Material specified, Patios M►erfior` b topping, segs, entry stools awn ether exterior 1) h' d'M all Intsriin Kaes as sin p of type, slams end 9 per drawings /°y ,•� , stoops, Ir.►d specified herein, r:Oldte 1n place, au►dt I tut Inns, etc. _ en-grads t'1a;1111 Der PIN - h1iY� dwr•. 0 tested, with all per'at Irty • r 1 1• _) Al) eh-gratis slab ilooillw wi 1 I be poured level ' tr{%e with rsatriact� ,�+ ' r . ! r� 9 PassageDorms • The Estimating Mnl1 coL r �. na al►d Purchasing Department of Ywiatin Oevelopwlent Company floosie,' REVIEW AND ACCEPTANCE OF SITE. PLANS.. AND SPECIfICJT10N4 will be responsible to verify the sheep order request for cost or credit t►O the 1►pclfle4 Orale tie' plan, • ij ' i f rLtlrl ?leen Nlth birch rt h YM}e`a r with t M turtvrtt r ac t w. + ' • • ' "' ft i•Fu i 1 C 3 c.;s t , Laupdr y, It will be the understanding of the owner , Tualatin DevelopemAt Company �) k�l o>••�a►r11g slab ♦iortiM'la•g will be Aotrbl•s Steel trawled ial� free rM � :J.• ;,:,,, that the subcontractor has completly reviewed and has accepted all :cn- The Construction 1'aepKtttirrMt of Tualatin Development will be res of hollows, , -. C+rMn• Entry t Wlk- in pops�en responsible for hemp' v+fst yrs 1 , ' loony d mood 1' struttion documents (plans, specifications, scope of work, att. ) and the Issuance of the change order to the eflette>d subcontractors. • 4} All cementite shall be either Mr arse i earl or t rags t t"e1 i�1ra4 `Iry i t h • cow Poe ks t Doors r ac • ' ra- proposed 'project site at ht time of bid submittal . pr q�rlesir• strength 04 Z o.a.l . et. �8 days. Nro1+ow sloe flesh �rlth •,� - 4 AVAILABILITY Of SPEOF1ED ITEMS ` 01rch pie r • • S) The su�rcen$reetor shell be responsible for proper 'teeing sed plec ..ant ,.i,i`. e of a/1 Malta, Unit Entry doors 1-)/4" sol d pore floats with , , Subcontractor will verify prior to bidding that all specified items will be a connectors, a"s[horf , end other related Mrds+are. Sub available in time for Installation to during orderly and timely progress of work cawtrseto+► will protect all concrete Iran premature drying, vandals, I girth Vent r (1 he rated with r";,< .- 20 minute c los alwbs) install s i v DESIGN SPECIFICATIONS ireosit►9, anf rrralfcl effects of reacher . i•t In the event specified Items will not be se available, the subcontractor will self clo1F1 hinges, untas♦ emote 6) Concrete shall be wscbtaelcall r.brated sufficiently during pour to - otherwise ted plan 1�111„rY notify the Design Department of Tualatin Development C " prior to bid y I mauve a const tont 2) Doors and 'ries to be prefinishsd to match fin ihheed�ints tor�mi rk sed •t` • submission. DI_�,ISION 01 : OMIT It s mixture througMut L l '' throughout project . 7) Exterior steps will be ronttrl,cted with a mini • () J Ail costs of delays because of normevallabll icy of specified items, when such1'S tread width and � ; .y 1. a maximum 6E" riser M•ybt . t delays could have been avoided by the subcontractor , will be back charged as DIVISION 02: CONSTRUCTION DOCUMENTS )) Provide all door hardware as specified in Division 38, Se�tfon t, herein. 1 „ , necessary without any additional cost to the owner. 4) Subcontractor tO s 1 c rent y TuaItte color and f rah samples for selection to ►~ Section A - Civil Engineering t Sits Development 8) Ramps will not exceed a maximus. slope ratio of 1 . 15, to pDesignroduction. Dspartnrent of Tualatin Develgpmsnl C ca► fpr approval ri r j'� iIASTiTUiIONS OF SPECIFIED MATERIALS prior to product fort. I -_, ,'4 1) Plans and Specifications by: Structural9) All exterior patio, and walkway surface• to be ex Ps ?) Engineering by: + Proposals for substitutions of materials. equipments, and methods wi 1 I be boxed aggregate with y► 1 J considered only when such proposals are accompanied by full technical data �����' r ' 'i•r�+•1\,'r3i�NG taozv coat surface finish. ' 4 and other information required to evaluate the propose' . �1(� 1' 1:74( i ._ u Av�'N11� Dalt Haller Engineers IY DIVILtON 1 GUTTEI! AND' VEiiTIlAT10N • k - `''"--'":-%�.'�• .� f ►••!;�-'�N `���Z3 1607M S.W. flake recent ted. 0.--_.�s OA..Od.:.. OMIT V. , Lake Oswego' Crown } � Section A - Gutters and Dr` +nspouts t�1 1 i Proposals for substitutions will be submitted to the Design Department of1i. Tualatin Development Co pang • ' (503) 6 5-9418 epoxy Ot: _ FRAMING MATER$ .. 1) Provide all gutters and downspouts pouts shown on the drawings end specified wl ( - r'o 3m1 4 ► 4� complete !n plane, tested and operating.Do not substitute materials, equipment , or methods specified unless such Section A - Framing Material herein , c substitution has been approved. 7) All gutter and downspout materials to be 26 gauge galvanized sheetmtetal . Section B - Architectural Plans t SpecifiLatior,5 1 ) All lumber is to be well seasoned, air on kiln dried of uniform moisture CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS content , free of dryrot . twists or splits and steed per plan. 3) Gutters to be S" 'K' st le facia typ! mounting directlyto n 1 ) Plans prepared by: 04 y� 9 end of truss tails. • I -' �Ii. r Should any conflicts occur in or between construction documents, the order All 2 s, 4 studs to be standard or better grade Coast Douglas lir , All 4) All materials to be primed and ready for arsine . of precedence shall be as follows: Department of Planning L Design framing lumber other then siluds t0 be 12 Coast Douglas fir. 411 t>tsem* Tualatin De v e l o pmen t r- f•.,awnst10 ge /14 'CIMs t 0qu91 i fir. 5) Downspouts pout* to be connected directly to storm drain system. 1 ) General Conditions 13300 S.V. 116th Avenue • 3) Pressure tract all sills , plates, sleepers , nailing blocks, and ends of studs • • n 2) Specifications Tigard, Oregon 9722•' and posts in permanent contact with concrete. 61 Downspouts to be installed, der plan. it V 3) Scope of Work 4) Large Scale Drawings (Details) (503) 639-3101 k 5) Small Scale Drawings 4) All lumber delivered to project site to be stared 6" about ground and pro- /( tested from weather . 7) Dowr'spouts to be always installed plumb without offset . l-J 6) Project Field Superintendent Section C - Landscape and Irrigation 5) Roof and wall sheathing to be i" 4 ply O.F. C-Dgrade exterior glue plywood. Section B - Ventilation In any case, notify the Design Department of Tualatin Developelent Company immediately for their consideration 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 subfioor, nailed and glued ' damper systems per code . David Zimmerman , Landscape Designer with 1 1/2" lightweight concrete over. , Terra-Sol Landscaping , Ltd. :� Units a V vested to roof vertically FIELD SUPERINTENDENT Tualatin, Oregon 7) Provide i" D.F . C-C grade plugged and sanded exterior glue plywood at ail installed stve Into roof sacks or betweenbreepli flooroiisstwell s per freak, end • roof and deck overhang exposures. 3 plan. Tualatin Development Company will have at the project site, from start to (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 fireblocking as required per Code . Agent of Tualatin Deon, a Gent Cosibl , The superintendent shall be on duty �) All Simpson Nengery shall use 16 PennyCommon Nails 4) All venting material to be , tail galvanized sheet metal . Exposed surfaces to be during all working hours. Any instructions or notices given by him shall Section D - Shop Drawings , Product Data , and Samples r DIVISION 10: TRUSSES painted to match material directly adjacent , have the same importance as if given by the owner of the project , TLalatin ► Development Cbmpany The project field superintendent shall be responsible 1 ) Shop Drawings shall be prepared and submitted by subcontractors Section A - Trusses 5) Vent attic area per code with continuous ridge vents and able end vents for general on-site supervision, scheduling, field work authorizations , and specifically , but not necessarily limited to. the areas of work 1 per plan. , o C ._ approval of work prior to payment of the subcontractor. listed: .O 1 ) Provide all roof trusses complete and in place, located and sized per plan. 0 z, •- ' •- SUS-CONTRACTORS Electrical � � � r, 2) Trusses td be constructed with pitch ` e? Trusses per plans. d r)o. All subcontractors must meet prior approval of Tualatin Development Company Cabinets Q. "fu) Subcontractors are expected to be accomplished craftsmen of their trade with Cabinets (if required by3) Trusses to bear directly to top plate of exterior welts Plumbing q permit) , per plan . Toe OfViStON 16: ROOFING �'r`� a reputation of being able to complete work within their specified area to nail with 16d nails at each end and tie to top Plate with metal hurricane 0 ,t0,r•t the highest quality of their respective trade. Subcontractors will supply 2) Shop Drawings , Product Data , and Samples will be submitted by the clips. Section A V f CIn k) Truss supplier to submit detailed shopRoofing to Tualatin Development upon request references, representive work , securities, subcontractor with reasonable promptness drawings and truss layout approved •p and in such sequence as by a registered engineer to the Design Department of Tualatin Development and/or bonds as required. Tualatin Development Company reserves the right to cause no delay in the subcontracted work , work of the owner , g g 9 P I C �- Compan foraequal . to be .2_35.7, ;r . C.1,-.1, .-1 -, ,, 0 25P FY prior to fabrication. Trusses to be engineered for as manufactured by Bir ? any! Son or t 3i r- to rejecthany subcontractor upon failure to satisfy requi . 'gent necessary to or work of any other subcontractor . snow load, 15 PSI- dead Joao except at arae mono tresses attached • prove their ability to perform work specified. 3) The subcontractor shall submit Shop Drawings , Product Data , and LO main burial ng •structure, which shall be designed for drifting snow load MATERIAL PROTECTION Samples to: _` varyingFrom 65 PSF adjacent to main structure, to 25 P;F at 20' out. 4- 4 g. Q N DIVISION 11 : FKAMING LABOR 8 iti�- y Tualatin Development Company rD 2) The shingles are to be delivered to project site in mann cturer ' s original The subcontractor will be totally responsible for storage and protection of Section A - framing laflwlQr unbroken package and shall bear Underwriters Laboratory , inc, Class 'A' label , C Z all materials and equipment related to their particular division of work. 15300 S.W. 116th Avenue No credit or compensation will be allowed by Tualatin DevelopmsntCompany Tigard , Oregon 97223 c� for reasons of theft or damage due to vandalism or weather to materials or 1 ) Erect interior and exterior walls so as they are plumb, straight , free of �� • A11 Shingles must be applied in strict accordance with ma(�iufacturtr ;s equipment left unprotected. The subcontractor will be responsible for Attention: Vlad Voytilla deviation to plan, and severe withif, a tolerance of lib" in any dimension. latest printed specification by an authorized installer . ii pro- tection of materials and work performed by other trades. >< 2) Framer to allow a 141" unobstructed clearance btt •rlten studs for4) Roofing to qualify for protection under manufacturer's 2 year warranty for 4) i>y submitting Shop Drawings , Product Data, and Samples , rhe s -eminst•Ilation of optional medicine cabinet at each bathroom wall adjacent this product . s [..1.11;41 OWNER SUPPLIED PROVISIONS contractor represents that he has determined and verifieo all to vanity mirror . materials , field measurements , and field construction critc-la Tualatin Development Company will be responsible for and maintain the related thereto, or •rill do so prior to the start of work, ani that 5) Subcontractor to supply to Tualatin Development CC••'' ,e• / manufacturer's written warranty upon completion and prior to payment . proper operational function of the following: he has cheeky :inri coordinated the information contained wrir.in s.rch DIVISION i1: WINDOWS submittals with the requirements of the work and the -onstruction _- 1 ) Temporary toilet facility Documents , 6) Color to be Highland Brown 2) Temporary water supply for construction 9 per manufacturer 's standard c or selection, p y p y purposes. Section A - Sliding Windows, Fixed Windows , Patio Doors 3) Temporary light and power ii 3) Temporary heat , as and if required DIVISION 03: PERMITS AND FEES 1) All sliding windows , fixed windows , end patio doors to be aluminum frame as DIVISION 17: SIDING MATERIAL I P 5) Job office with telephone and space for storage of all _ - — manufactured by Milgard Manufacturing, Inc . , or equal , per the tr.ltowing -'�� 1 r��- construction documents. Section A - BuildingPermit schedule and sized pe plan. Section A - Siding 'id i � It will be the subcontractors responsibility to provide any and all necessary 1 ) It will be the responsibilityof Tualatin DevelopmentSlid?ng Windr>rvs 1100 Series 1) All exterior siding to be I/`" x $r / <�rcic4ec�dar bevel siding. d equipment . materials,s skilled l 1 ed etc. re rr i red to o �qr,,, to tools, labor , q perform and obtain and Fixed Frame4:::: pay fur all required permits and governmental fees , un1 ss 700 Ser•rss or""3 satisfactorily complete all worn relative to their particular division of otherwise provided in the contract documents . Patio Doors 450 Series 2) Siding to be pre stained prior to installation. • r�J • work specified in the construction documents for this project . F•---42) Al ) windows to be double insulated . DIVISION 04-05: OMIT 01.)31 All windows to be "Durabronte" finish per Milgard Manufacturing , Inc . MEASUREMENTS specifications. Section B - Cede( Trio, Before ordering any material or perform any act of work specified in the 4) Provide tempered glass as required per code. 8 �— construction documents, all subcontractors will verify and approve all field1) Provide SIS2E grade or better Western Red Cedar siding end placed per DIVISION 06: CONCRETE FOUNDATION } K�Ysd D ✓D� Dian• r measurements relative to their division of work for this project . KS I.OW�GZ UNITS ��� f7Gr�2�, �� Section A - Structural Concrete : 2) 'via to be Piloted per division 0304, isloo4 -TA ,� It is the sole responsibility of the subcontractor to notify the project - field superintendent of any deviation found between drawings and actual 1) Provide all concrete foundation wills , footings, and piers reinforceo field conditions prior to execution of work, and sized ��Cl , ' per plan . All concrete will be constructed so as to not (1..) exceed dimensional toleran a of •/- 1/g" In any measurement and poured ' It shall be the assumption of Tualatin Development Company that the subcontractor ar.proves field conditions upon the commencement of work. level and true so as not to exceed a tolerance of ♦/- i/8" with respect DIVISION 13: EXTERIOR DOORS _ `� �.. � to the specified grade. • �- -`"' DIVISION 18: OMIT t,,;.. �- Tualatin Development � •► - "�✓ Section A - Metal Entrance Doors Company willnot allow any extra charge or compensa- 2) All concrete forms will be clean well , prepared and supported. Concrete tion on account of differences between dimensions Indicated on drawings and a 1 • actual field cunditiof f without etween nation shall be stends mechanically vibrated during pour to assure a con- 1) All com>~on foyer entrance docsrx DIVISION i?: GARAGE DOORS prior to start of work, sist•ntto ae 1208 -� homogenous mrrxture throrr�►out . Therstsa-Tru es manufactured by Lake Shores Industries of Toledo, Ohio, in - , 1 „ , „ h ` accordance with manufacturers latest written specifications and sized ear ) Provide 9 0 x J O 1/4 sectional overead Ibul9h:ex w(x)drrein flush panel r ik 3) All concrete used shall De either premixed or transit mixed with a plan. (garage door as manufactured by Crawford Door �panyei.h. •IJYII,I,EOre 90'^ . or eq u a l compressive strenytilt 09 2„p10 p.a, l . at 28 days . ' 2) Entreoce doors to be equipped with inswing style sill with threshold and • 2) IDOors to be tnstalleo with torrlslrsn hardware, 1 r., r b) The subcontractor shwil be responsible for proper (toying and placement completely weatherstrtpped, t of all bolts , connectors, ane. '.rs, and other related hardware. Subj 31 Exterior of doors to be painted, Interior of doors to receive ale coat of '';y contractor will protect all concrete from premature drying , vandals , wood s�eisa , freezing and harmful effects of weather . • • t; tN iew 60.0.0. W ,Ih Iw m.. oe r division #34, - • - Ns DIVISION 40: ..)MIT G'r" Mo A ... �� r (l''IIII Ill'lir IlII rltiIll rli_I _I IIIiIII elI — lltiIIIIIi`I iIII iIlI , ilII IlI 15I IISI �IiIll Illll I1 Ill iIIIIilll ill • III Illl NOTE: IF THiS MICROFILMED I 1 l � 11 1 _ _ --�__1flb 1 1.W DRAWIG I5 LESS CLEAR THAN THIS NOTICE, IT 1S DUE TO _ __ THE QUALITY Or THE ORIGINAL r g = L LiIL I L I 4L L L L tL L~ t [ L1 I I [ �i �I t t T 8 8 L 9 0 f C E l �.�,4� [WANING. VIIi Illllllll tll(Ilill IIiIIIIiIIiIIIIiI i ii i i � ' I i ' << r i, .I, .�._____ I, II IiI ,IIII, Ill ,ll Ili t24rx i II I Ii Illi I IIIi'lrll IIIIIiiil Illllllll r.11lllllr' .„,III IIIIIIIII IIIIIIIIIIIIIIIIiH III h��llln��lllll ] i I !! i I i Illllllll IIil�llll IIIIIIIIIIIIIIIII I III III Illllllll II I I I II i I illllllllllllllllllllllllllll,lllllllll'Il.illrllll l MAY 23 , 1990 Ell114TH COURT 15655 :. TDC FOUNTAINS BLDG. 1&2 37-G r . i i F + • t - .,,a� •1 •W' . • �'"'r"« •I� i♦ r- rv^ f: • �^ '` ,All p' 3,..- +4110117r4 1•Iwr=�'T.R"1!14 "!`Mr r J. '��' tom" �"q".3..TT . ,Ltd' 4• .(a�1� " 'Y'n• 7••••: .q• .,,�,. . ,. •r, • ..a •pu"► .r. lar • �.. - r r r , , • ,,,`:'1' ' , ,4 }„( i,�i "'Pe rZt�q r � L•, � '�1j �j1,! 1'1 ���1' ,1 •� ' 'i i ' p v ,. •� + ,..r� .F 11,.. 1T •- • :.1,t• t . ,,� i�' ,�'. 1 ,, ".;' • t. !' r 1 ys' 'i t} 1 '• .l ,. 1 ++�.1 r tet r t' t' ^M r i 1 c r r t' DIVISION 21 : WIRING - '-re / , r} '� � . y .f.4(1�n'I �,a. , ..� .j'� .^.�l![„f•�' i,In r �,�1 1 ry•' tri *r S t i` �•1. . P Section ! Batt Insulation �' t ' , .: , j 4 ,'1w ,; 1. + �' `F I, , Section A Electrical Wiring 1 ►rovide all batt c in 1 DIV1ON 4: PALATI AIA WALLC YNd, , T ' .. .. c � , ,, ., , Yl PMARrfAhft) YW u ation with Kraft backing as shown on drawings f � 1 + " , `' f�,l. e 1 and specified herein. , . • • . , f , jff- l Qr �' , .tai, • , i, ik ,r I .. Galetlen A Interior ►aiAtlrug ,•. r ' ` .►'• • ' ,`1 . 11 OSO A • Mirrors 1 •" ' 'f's 1) Provide electrical system as shown on drawings and specified herein, �,, a` complete in place , tested, and operating. includingbut not necessarily2) All insulation to c t comply with State Code Requirements for application i) palet Sc de Amgtri 1loddy or *peal. ' > lA � ' 1 1) 9/14" float 'plass mirror free of detests. limited to all service, breaker panels , meter base, outlets , switches , shown on drawings. ' tom• - li lights , bulbs and wiringrequired , ' � ; g q per State and local codes . t. 2) Celery to be selscteld irnw msatrfaccurer' t itemised Nlecttbns.' 2) 125 AMP meter base , 125 AMP panel and 125 AMP service. 3) All interior common well to be insulated with 3k" thick mineral wool pacts. 2) Edges to be polished. 3) Kitchen esd bathiommi - 2 coats semi -gloss enamel . }) Size and location per plan. 61 -F-g.,, r1oUNri' Ot►J 4D1JpdFMthllUM4 •IrLUdr4 MOdNIr C>n1 ��. 4) All exterior wall cavities to be insulated with Fiberglas baits. 3) Furnish and install all bathroom vent /light/heat units as required. ♦) All ether rowans - 1 goat ieteit i0w sheen enamel . Section ! - Hardware .' 1 Nutone 19420 or equal . 5) Vapor barriers to be placed toward heated side of well . eaten, -�..�.,..•.. Section l - Exterior Painting a I) Door hardware to be ,kwlkset Gree i sn- `� 6) Use Fiberglas sill seal under all common well and ext rior 1.1.11 colt plate 4) Supply smoke detectors , located per plan. 1 at founditloo wall . 5) Wire and connect all appliances , per plan. ) Exterior s101ng to be stained with Olympic, or equal , sew{ •transpkrant stain 2) Unit entry doors to be keyed w/two keys per unit . t , r4- Trim to be stained with Olympic, or meal , heavy body stain s i 7) Common floor/ceiling assemblies between units to be insulated with ){" 6) Provide 220 v. circuit for clothes dryer and 220 v. 304)0P. circuit for mineral wool butts between floor joists in a continuous manner so es to heat pump, located per plan. not allow open voids for sound transmittance. !) S141nq to b►s predi(rpsd stain d prior to Itlstellatlort. 7) light fixtures as listed in Division 36 herein . 8) Provide R-30 Fiberglas batt insulation 1n all vaulted ceilings. 3) Ge-area doors to be painted matching body color, a k) Provide grand master key tend able to all common foyers and all units. (� , o Deliver to project suptrfnsuperintendent . $) All light switches to be mounted 36" above finish floor except as per flan Section C - Blown- In Ceiling Insulation 4 Entrydoors to be over vanities and kitchen coupler. ) pointed the trio color. 5) Hardware at each bath to be: ,I 9) All outlets , except at counters and vanities to be mounted 12" above finish floor . 1) Provide all blown- in ceiling insulatit ', located per plan . Section C - Wall Covering , ' 1 - 30" chrome towel bar - scrface mount , 10) Instal ' one single freezer outlets rear of each garage, WIRE:. lot, r44firec lvE Ap L1Nir' y} '1i Z., 1) Insulation to be either Fiberglas or Cellulose and shall have a minimum 1 ) lath well coverlet to be **hefted by purchaser sand installed by sub-eentraCtor. 1 - Chrome roll toilet tissue holder - recessed mount 11 ) Pre-wire for garage door opener in each garage. - value of R-30 and a minimum depth of 9". Prepare all bethr'ocm walls for well covering. r sure fit shower rod (at all tub shower enclusures Q 1 - Pee / ) Section B • Telephone Prewires Requirements pP1 - Obscureglass shower door it all shower stalls) w►I `' 3) All insulation to complywith State Code Re uirerment for 1 (catiun 2) Staln,•ay foyer to be well covered, In yr��a rtloth. 9sls,etion to be shown on plans. era" T.D.C. �E.51Colsi, C)KM.Se i 1 ) Provide 2 telephone prewires per unit complete and operable located per plan. Customer option bath hardware: 4) Provide baffles at eaves to prevent dispursal of insulate. Section C - Television Prewire ./... ' OJVIS10N 3 : FINISHED MAAD SURFACES Tub/Shower enclosure shower doors w/chrome frame Section D - Moisture Protection Medicine CabinetIs 1) Provide 1 television prewire per unit complete and operable , located per plan. Section A - High Pressure Laminate Plastic Countertops 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. - 1) Provide high pressure laminate plastic countertops at all kitchen counters and Each television prewire to be wired directly to this antenna. vanity tops , per, platn. Wilson Art and Nevamar ale acceptable manufacturers N_ 2) Lap vapor barrier edges a minimum of 12 „ (Formica brand laminate will not be accepted) . DIVISION 9: CARPET �l�r.PIB�E� ,J� 3) Provision shall be made for future T.V. cable to each unit . k , Section D - Door Chime Section E - Water Proofing 2) Colors to be selected from manufacturer 's standard selections. Section A - Stairway Foyer Carpet r f 1) Provide Orion #574-350 Berk Carpet Manufactured by Crown Commercial :Carpets , 1 1 ) Provide through coat of sprayed emulsified asphaltic compound to the exterior 3) 110 full deck seams will be allowed. ' I) Provide 1 door chime and push button per unit . side of all foundation walls adjacent to earth backfill , i L 2) Locate chime box and transformer per plan. 4) All countertops to f+wv*e oatk edging. 2) Carpet to be installed over 40 oz. Hair-Jute combination pad. j (A 2) Allow to dry completely prior to backfill , 1 3) Chime to be Nutone A18•14, or equal . Section 8 - Tile 6acksplashes Section 8 - Unit Carpet 7 r DIVISION 27: HEATING AND AIR CONDITIONING 1) Provide 2 rows of glazed 3" square ceramic tile at all backsplashes in kitchen 1) Provide equal time series carpet manufactured by Evans/Black. 4) Push button to be Nutone PB-BL , lighted with rameplate , or equal . - _________ and bath. _ 5) locate pushbuttons at entrance door per plan Section A - Electric 1./Gt.c --;j err 2) Tile to be Maple Pattern Series manufactured by Holly Gilbert Company, or equal . 2) Color to be selected from manufacturer 's standard seiectio s . 0 ; ) Provide electric N.acL heaters 1 each bedroom complete, in place , 3) Colors to be selected from manufacturer 's standard selection. 3) Carpet to be :nscalled over 5/t?" rebond pad , United Foam or equal . tested, and operable. 'ICs--?l4:14 L a MINI Et--I IJI,t • 4) Tile to extend up well to microwave oven at range. E 2) Electric it G1_r_ heaters to be l'1ti`L '_- i,r._; cr-tai,,,_ DIVISION 40: LANDSCAPING, FENCING, DECK RAILING Sect ion E - Security System with Section C - Vinyl Flooring end Base L.�.......r...r. - 1 il remote thermostatic control mounted on wail . Section A - Landscaping 1 ) 3) Units to be sized by supplier and location verified with Design Department 1 ) All vinyl flooring to be Armstrong Sundial or equal . Pattern and color to be Tualatin Development Company, at the time of bid submission, selected from manufacturer s standard selection. Refer to plans and specifications prepared by others. 2) Manufacturers of SecuritySystems shall submit Section 8 - Heat Pump 2) Base to be 4" rubber type of complementry color with vinyl . Section 8 - Fencing 1 Y proposals outlining type of system, performance , etc . directly to the Design Department , Tualatin i Provide through the wall Zoneline IV heatpump1 ) Provide fencing for privacy screen, trash can enclosures , etc. , per plan. 9 as manufactured by General Development Company , for review and selection . Electric Company. Model #A3B793DJA5 with GrillE SRAG45CT1O (Dark Maple) gAil 70,4%.- yJAL.L Gkab5-, aPI,A1 BOOM �Ablt`lET. 2) Fences to be constructed of siding Applied to framework of 2x4 rails and Q DIVISION 22: PLUMBING 2 ' units to be located per plan in rough framing open provided. 4x4 pressure treated D.F . posts. C 3) Posts to be placed minimum 10" below grade and supported by concrete. 0 .2 _ _ 1) Provide all plumbing systems as shown on plans and specified herein , complete DIVISION 28: GYPSUM DRYWALL Q in place, tested and operating , per state and local codes . Section C - Deck Railing 4.. •'f 2) Supply fixtures per schedule : 1 ) All gypsumwallboard to De of type and thickness per plans and specified C I Q• 4104 herein. I 1) Provide deck railing per plan. ` k : Gal 1 on %,,o•.,. 2) A 1 1 ceilings > - M r 1'+i' - r. Q 2^ A ,t1 G: 1 vt l c�i, •r, 61� ('1:DA.K . �',A H :C' ,,j i'+tr_c-': () f ;i� to be machine brocade finish except at bathrooms and kitchen. ,,, r1.4.t'..r T a� r . Water Heats . State F ✓ .1."-U�?''o r e q Iii 1 . Clea•. J i f r . �" - Ex.F' [_►- l.A l t12 �-1'G . , 3) All walls to be. spray textured except at bathrooms and stairway foyer, OIYISION }6: LIGHT FIXTURES a G • £r .I P I . q/ .. Kitchen Sink CUTOUT #1 21"x24" stainless steel sink — -- � . �a.>'C rllir X17 ��/,¢II , W� � it 0 �.o c d,�,iz. GI.,l;,la ►�,l trU (,U! b 20 GAvGage Elkay •Ck 2522-3. tl 8. 114 4) Prepare bathroom and stairway foyer walls for walkover. O`(Section A - Purchaser Option Fixtures Nitre,' Water Closet Anti•r ,can Standard #2122 .448- . . r ,� ,. 1) Purchaser to select fixtures for dining room and entry with allowance from ig Section 0 - Mail Box Stand Aeeri 5) All windows to be wrapped with ls"/., , , ".x-.10 f Gi,llei�t� otjp- lighting supplier 's showroom. . �� • Ceilings at all lower units to have 5/8" gypsum wallboard installed over 1 ) Supply mail box stands of type and location pt.r plan. > Lavatory CUTOUT #4 American Standard #0476.026 - resilient metal chanels (IRC- 1 ) attached to floor joists . At areas with 2) Suggested allowances for dining room fixture is $100.00 and $40.00 for entry.. 2) Stand to be stained to match building trim, aC Bose. OVAL SHAPE framed soffits , attach gypsum wall board directly to furing. q 411 Seat #40 Olsonitr Plastic , color 7) u.'' �j/iZ F !Nr; �i r,fL.45. � 10. h�pi,)Gk- 3) Eteccrican to Install at purchaser's direction. to rnatsh water closet . DIVISION 29: MASONRY FIREPLACES !,4411►3t.- K FG4FC 1411:. r! 4:4,26.., $octioa 0 - Electrician Supplied 'exand Retail lighting Supplied Fixtsres • DIVISION 37: APPLIANCES / Tub/Shower D-6 by Dura Glass , I) All fireplaces to be Masonry sized per plan. I ) Stated type from schedule or equal : Section A - Builder Supplied Appliances FR • color to match American pp / r- ,t4,, *, ,.� . Standard - Bone. l�-/ Fall I Fs 14- G� 1. '<D I". .. i ,. —_-__ _ _ 1 I , , c,Hrl ;'L} � " r +rwr.•,.� moos., F1cirrR nwrt'flyn'R1 rn'�%71Tf 11GMt fi-iluLL 1) All kitchen appliances to be 1984 Model year General Electric of equal per Al 4d" Shower S-4 or 5-5 by Dura Glass . 2) Brick colors to be specified by T.D.C. Design Department . /j j I� , tie ,�t schedule. �{ �` f v'a1 7+7 . � �+^; �. ,j f� ter..... • , ; Dishwasher GSD C v Color to match American G "'I , (Nott to determine Wntltr or •'' ° rl� DIVISION 3�: 1NG I�Ki,1•YN)� VINYL, AIZEA� Disposal GFC 4G-' Standard - �: units occur needed, tiers!ice standard Bone. o4 d F re Urine" �'N LYr, , ' • F s • i. IF .' 'i- i ist P1 1 building. Range JSP-27 ' �° c' S ° '' Micro Wave Oven JVM- 4 ¢- -3 3) All control devices as follows . DIVISION 31 : FINISH MATERIAL a..f.t �' �... VAti6C- 1iCIM KT (2. P'66-E.) /D3 - 1018 Q Af 1 Su Plied by LIg•1 ins Co4, S,,pplhug t,1 I!r - NutO't •1320x Wall Mouni 2) Colors to be selected from standard manufacturer 's colors . ! T,� Ut i icy Supply 08-200 Guy L Gray. Section A - Millwork "T,t ►e to a selected ,,,..; /Vl - 3) Washer/Dryer units to be F r , i ,_c. a Tub/Shower #636 WS Delta Or 11642 ' Intrf 71, I I I 1 1 1 1 1 1 t 1 I I bv sure, q d.1re .C- J = A Kitchen #110CM Delta . 1Halwas ZTsittolita I1i4Lavatory #522 WF Delta. ) Base ad casing to be 2 1/4 " Colonial prefinished. j 2 3 2 2)-1.1-.1 H•]]r•,sagT• 7T -D2 CtilTny -4DIVISION }S: EXTERIOAINT COLORS Z) Ce D1VIs1r'3►�3ze. 5) i. „.l. down 2 2 t 2 2 3 2 ►lwentZi! .AIl to be chrome• firosh exce t laundr su I. P Y PP Y •lure to be selected.i rninln� 1 1 1 1 1 1 1 1 1 1 1 I I I 1 pyguYtr _t`l 'f iJ�L..l1 GE✓ 31 Interior closet shelviny to be constructed of poetical board with finished i-ep .ce s —. 1 DIIMIT up -1 1 1 11 1 1 1 Eyeball3: ) „Ere, +�1�s'*TC 4,4-LKL-INE% -jU Ha vN IT', edges sized per plan. Fil 'r.gr.7rt •ur DoubTtdc+vn 1 1 1 _i_i ( ( I Spot �,rf'�r"+Ti'• •er'•�''' 41.itai:1!t66itcheo CeiTinqDIVISION 14 : OMIT • Secticxn B - Interior Stair Mar,draiI 44 * ,tk/rV Luminous celIInc orate Plan " I up 7 1 1 ] 1 1 1SIKitcen Ceiling .l [ S Itlb7�-6t t,Tut t - �"�' o1 ) Provide interior wood stair rail per plan. moon 1 I 1 1 l1 I i oak rr•n,t "'r`' DIVISION 25' OHIT Xi When Einti r Y •Taght F�jb�b •t,Tiny 1; Ceiling Lf ht 1 1 + 1 I•light ` ��J1 � ;111M4 1 2) Stair rail to be constructed of kiln dried Y.G. Fir or better. „ Kitchen sial Nutone rT; s•,^ . : "T Cabinet Light 1 1 1 1 1 1 1 1 1 1 1 1 ►luorescnt `V ,w'•r. •r. •. t (1...) a - • _ .212'2 - • Eagle :22:66026:1-14:2Dowu_bi letc ' DIVISION 26: THIRMAL AND MOISTURE PROTECTION 3) Finish to match interior millwork used throughout project . w.ce► Clout 1 l 2 2'2' 2 2 2 2 2 Ilu'1` ...__�..._._._ F•ttr Y�Ti-In II, . Pot __�Y Eagle lin:,.. • rt* n�► i Closet , , i .1. 1. 1. 1 w l iiht M11t b'�'''',1f Sect ion A - Rigid Insulation Ti•at. Dail DIVISION 32 : OMIT V•nit 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Valance Light Per PlanCO�1••ter �•tl' Aubrer #7201 ltwile Heat- ` v•1 ) Prc,vide i) I rl 1(� InSUlr7tiUni^ 1lsVanitll hia1, 1 1 1 l 1 1J1 1 1 1,1 1 - 119ht w/fan �� q per plan , at foundation walls. `t • realer 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Valence Light ►•r Plan IS \ 21 All insulation to comply with State Code Requirements for applications DIVISION 33� CABINETS r��- r-- s r • ' ' t shown on plans. ...-mall DrtL— - o,_._.-._- .- -a-.."".��,...� — Aum►• ITlt11 Te N� , • Section A - Cabinets ., • r >N 'at-, ` �� cillo 1 1 ? 1 1 1 1 1 1 1 1 1 1 1 1 • 3) Insulation to have a maximum thickness of 1 ;". laaroa� r2 M >• - lien r/ran 1) Cabinet to be Model /'1000f1ush white oak with 30• reverse bevel door, end , Det 1 1 1 1 1 l 1 1 1 l 1 i 1 S•g1ei isDouTbTe vA•�'.'��,1 yup r . Nutone /T3=Dir Wail r^ , .+• ?rr`+ •rY , Kpf'�ron interiors as manufactured by Park Place Wood Products , 0rfgotl City, bele or Deck 1 1_1 1 1 1 1 2 2 1 1 1 1 1 I :" Oregon or equal . ^Z'e�eon Entry --1---�"c"'nt t Mall - u 2 �ete4ar611 - •-- -- --- f Maces 66 _" I Nail ova 1 4 tl,.ws'•`f` fi `]Ka• ra:• ✓ 2) Cabinets to be sized per plan. Outside t'.ghtali•r MI* !-47,7 ' • ► - 11' Coti,nn Ent r, 1 _ Recess r"'m • 3� "Light .._...,• ' I,1 )II,1I( I j - . I �' ,.Y Finish to pe Oak". Dol, chis I 1 1 1 I 1 1 I 111 -�� LA-I4 Nutone -f . ',led) ` s_..,., rrou•• ?, PMrt•c! T,ne 4441,1r'1•, .elf l t ,o (lilt Plen P'1'n�pwr,.o.S.~gron•t 1 • • r , • I ' Street l le in , SI � j; 1T111111i1111-1 . . t . ' . • . ..- l* • �--i •, r • L -. II f -- _.....�. illiviiiiiiii � III •--I III Illlll III lIII l IIIiI I lli III ll III _ III IIlIIIi ���I IIIi _NOTE: IF THIS MICROFILMED 11IllIIlllIIIIIIIiIlllIIIilI11IIIIlIIIiII (IIIi111lIII � IAIII 4ll -DRAMING IS LESS CLEAR THAN THIS NOTICE, IT iS DUE TO THE QUALITY OF THE ORIGINAL MIMING. ILII (11111111a11111a1111111111111111( (1111111�1111111 11a1111111L1C1L111111111a11111111I1a111111111aIII(111e6111i111111IIt,t'.••« I t11111111I ItIIIiIIIIIII111NtII!111111t11 1ItII (tII1111t11111111111ItIIII111 Illllllll 1 111111I11ILIIIIIIr11111111112111111111r111111111t111111111ei111►illi i.I7_,I .II e MAY 23 ' , 199O •0 , Frippmillimmmunimismommilmomonow '''''''"....... ... "'"' ..•••''^ I . • ., : I ', Y ,'•; ',! ' ,. 1 Sy +►t 4, t ,• 1 171" 4 '7'4.44744 7' '»i11 1.I, � Al .�• � ."4".03,,,, ��.'rt•„ ;t� �1 ,• 7.4 7;7:: 1"' j•:'. �F, i 't jII► � T^•'• ii.. ` 5'�'' 4:0517717171:11. ,' , •y ,s ."'� 7:7 7 '1�'/A'brMJ.f1�'�"`t�"�"!'1M'r7C•1+ � ll�RY' r .rq •w •w•"•' • '-''l ��„r,s, .• .' • j tf�'y. / } . • � alt «'' N t • "t1 +J1 ^'���^ 7:117174 ► ,:A 7.4711741 "/:' . ', ,117777.4% ff " s ♦ t1 •yl ..... 1� '' ,l � �"� • • • ! .jy,i "h � ' jt*� ♦IA 1f_Z �. • 1 ,•. 1 . * .4 . , ,► 1 ,' ' • ` ; I . , •,. ,. I v • t • • . : 0 7 . , ' . " 'a:::. Y', ', :. % ' :•S. . , . Irrjt4/,''. I . 1; : a ': 0 le j�~11 j �'.� y +' •` •,� 4y1 ,•rit•,,yt:-, , `o t.$ $ k',.,:i.,'.7‘•,+}I •. 4 1, , i.: 4 a♦ •,• a' 1*,,,1 ..� � .. ' •'. 4•� j1 v ',• .;/0 ''ISI 1. ' ' • �'► -�.... ; �. ,.ti♦ 1. , 1' • •a• . •, ,( ltr • ,,'114,i4 /`,' • •:t., • •d•, 11', ,i .M•�•+J. • 4. • Jy • •• • , •1•; rtt - •' •{•• tif.. f• ` 1 ‘..% 4 ' 1/•1 it ,•.1 4 k 1 .* , I / ,. • ` • •• • , . • • ' 1.• . -,4 ., . • 1 .. •. . • STRt1CTURA NOTES s �1• , , ',;r , Lt G!l11LLilf f • ( rr f,17 ) r` . •, o� �.�'°� w• . . r , ' .• . - , • . Y �Jf►,1 TM"�►,� (� 4' � Iii► • • .10:11.* t w'I MI •. '•� ', " • itt!P(1 114 .Gf ,MATES f '�' ',,� . r i W !'! y. .•sp J , ` • I OVE Iiigri . • 4b' R , 'tk}'� .'. 1 ED Vit t ,� 1 • I • .• ll .rlllate�4 814, • • •, ' �, l ' �••ww-... ----25 LRS. PER SQ FT., ,i• W '. .• �" ,.. . ...-... _.-. -•-. + - t (` (SNOW BUILD UP LOADING AS PER SL �,1 #P.1 .� •, L - / i N r 1(�Tt ,+ ,. ) 1 SWUMLOAD ANALYSIS) '� c;l;ry,.,r,�,,<. . i �. y/�, -....b....)..-•• __..,.__ .- �.__-.-e..... .... . ..�..,.._....� . .�,.1 ,-,74.,44-7----7-7.•+- --- -•. .: , .._.._. --40 IBS. PER SO. PT, ;�' , , Is , r ; • a y ,� ,t't` �' ,1� r' ttr , • , . f:IT*7" """*.li'l FLOOR-- •-•--,- C .� ..; .010? i'«, / .,, l %r ,'. •+ 1.4 ,.� sria? Yr •^ - 4 "1 }' ,t S' +y `y : ,1, M •i • + t t1.• ., • r .. i .1 t.. tPWIND --•• --U.D.C. BASIC 25 LBS. PER SQ. FT'. t5, a T,F:� . it..., STUIJS 10 PLATES - tfD MiAI .. " ='tti4 ; ,� • '. e ,:. ) SEISMIC U.B.C. T►)NE I 1979 EDITION ; ' ' 'r ' a• .4- ' `• , , ".'' '• 1 w PLATES & BOTTOM PLATES is h• hi,t , ' � • �, , , �, ,. c3,►. ''. ,` , .. , FOUNDATIONS i SPtkt: TOt1�711FR 104 A J.", (a G",. .4, �4(. r„ . '' • t • ,ltd •• • • , 1'. "" '(�FI�TION SILLS ARE DASEO ON A TOTAL LOAD BEARING SO!L PRESSURE OF 2060 LIS PER ' n/ • c_ .. - 1.AP f I7RfRS GT 14M$ 4.lckf ►ACH SI'L ,)rJTI�Y ,,,A4.4. j�''"l,t' ' 3 w 4 SQ. FT. '' FLObRt>?O TS {LiOO1 JOISTS) .( ll,�M6 ,1015 c 4,it, 5( Z. FOUNDATION ELEVATION SHOWN ARE TO BOTTOM OF FOOTINGS AND ARE BASIC BID ELEVATIONS. • - TO IeLRT1I�,mDli-8l> :tAF .��i' il E,�t?Q a ALL FOOTINGS SHALL BE FOUNDED ON FIRM IUUJI5TURBCO OR1„IJs<AL SOIL . �t. •4 1 " a 3. ALL TO lid r4Y E IOC Mil; ,,` a j 4, ALL FOOTINGS SHALL BE: A MINIMUM OP 1'-6" BELOW FINAL. GRADES OR 1 " -0" BELOW EXISTING '" •.-..' •1�' ` , - . '',.}►• ,- : ..�. ' ` . . '�BLOCKING TQ JOISTS - ACIdltp .' K14 , • GRADE, WHICHEVER IS LOWER. • tRIDGIIIC, TO JOISTS ' + + . J S. ALL DISTURBED SOIL SHALL BE REMOVED RY RANO OPERATION FROM FOOTING EXCAVATION TO CORNER STUDS • • ; ; 4, '1% 4.4.., • •:.«. '• 2 1 '�; r NEAT LINES. .. -( " HORIZONTAL '' 2X LAMINA-TEO BEAMS err` " ', 0 , �` i '9 '1'> `Rl':U �',, • ` • .• a 6. BOTTOM OF FOOTINGS SHAH BE STEPPED FROM ELEVATION TO ELEVATION AT 2 ) HO IZO ITAL '►. tt' t - ' r' , - v, ., .•� TO 1 1 -0" VERTICAL STEPS OR SHALL_ BE SLOPED NOT TO EXCEED 1 VERTICAL TO 4 HORIZONTAL . 1 1" I' 32/16 `•k/ " . f + � • - • ~ -•� lO i WHEN APPROVED BY THE ENGINEER. Pl YWOflO WANING / MEI (4�� t . �,- ��,�i�,�� � ! ► -R� -a _ , I . ROOF SHEATHING 5/8" INDEX 12/16 '•'�•• a R Al' EDGES OF EACH SMUT & BLOCKING A WALLS 'ed Lt 4J' 0•C• ' 4 .s I ,.r:•t,'1+ , , .' AI • CONCRETE - CAST IN PLACE_ AT INTERIOR OF SHEET Si @ 10" O.C. , �"� ', �i5 �' A (11 1 . ALL CZR�CRETE �N-AIT DEVELOP A MINIMUM 28 DAY LABORATORY CURED COMPRESSIVE-CYLINDER " �"' • ,•�+ FOR FOUNDATIONS IIJT P,IOR SLAB.; ON GRADE Ai BOUNDARIES OF ROOF $� @ 4 O.C. tt'R i'V � � • ` STRENGTH OF 2500 P.S. I . AND E ' ��' •':w �'�> 3000 P.S. I . FOR OTHER CONCRETE EXPOSED TO ELEMENTS , K ��'' �•'' '`'�'.. I R I .-. FLOOR SHEATHING 5/8" INDEX 32/16 ..�. 4 2. A MINIMUM OF 3 CONCRETE TEST CYLINDERS SHALL BE. PROVIDED FOR EACH 100 CU. YARDS OF .0 AT EDGES OF EACH SHEET, BLOCKING & WALLS 8d 0 6" (1.C. .0, •'+E, " - '''.'I �� . EACH CONCRETE STRENGTH. CYLINDERS SHALL BE TESTED AS FOLLOWS: 1 @ 7 DAYS; 2 A 28 AT INTERIOR OF SHEETS 8d 9 8" O.C. °•• '° ��'�'�K0 101;'. ' ' - (� DAYS. AT BOUNDARIES OF FLOOR 8d A 6" O.G. _ r , ;� ,�;'� Z (- Z 3. CONCRETE CYLINDER AND TESTING SHALL CONFORM WITH ASTM SPECIFICATIONS. APPLY 1/4" 0 CONTINUOUS READ OF 3M4314 CONSTRUCTION ADHESIVE TO TOPS OF ALL JOISTS, .''` .'� �►' ' ."� LJ 4. CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE °+' �`�'`� ' ' `J - La PRACTICE. 1976 EDITION, AND SPECIFICATIONS. BLOCKING AND PLATES IMMEDIATELY PRIOR TO PLACING PANELS. •. r ••, ,_��► '� .aA'' ". rJ.i4 '�ti 'I: 0 I9 1. WALL SHEATHING 1/2" INDEX 24/0 i• �A''ya', "•''1+ • BLOCK ALL EDGES WITH 2 x 4 FLATS " ` I' f AT EDGES Of EACH SHEET TO STUDS, ' BLOCKING & PLATES RcT A 4" O.C. ,�-' • LIGHT METAL PLATE CONNECTED WOOD TRUSSES AT INTERIOR OF EACH SHEET 8d L.3 10" O. C. Z 2 ' F h -RUSMFS SAIL COMPLY VDT U .C. STANDARD NO. 25-17-79 AND ALL PROVISIONS OF THE AT BOUNDARIES OF llAll Esd (� 4" O.C. • DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS - PLATE INSTITUTE TP1-78 EXCEPT AS OTHERWISE NOTED. 1/2" GYPsum SHEATHING BOARD #11 GA. X 1 3/4" X 7/15" HEAD 6" O.C. JZ ? ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL BE MANUFACTURED BLOCK ALL EDGES WITH 2 x 4 FLATS DIAMOND PT. GAIV . NAILS z6 ! ` (3 ALL STUDS, TOP & BOTTOM PLATES & BLOCKING 6" O.C. 4By AN APPROVED MANUFACTURER. 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. 1/2" GYPSUM WALLBOARD 5d COOLER NAiLS \-� h 7 4. TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH REGISTERED BLOCK ALL EDGES WITH 2 x 4 FLATS 6" O.C. \1 • PROFESSIONAL ENGINEER' S SEAL. SHOP DRAWINGS SHALL_ SHOW CLEARLY ERECTION PLAN AND 0 ALL STUDS, TOP 3 BOTTOM PLATES & BLOCKING 6" O.C. • ALL. STAY BRACING FOR TRUSS COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. •� J If1 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER 5/8" GYPSUM WALLBOARD 6d COOLER NAILS AT ANY MEMBER OF 2000 LBS. AND MINIMUM SIZE OF PLATES OF 3" x 5" . BLOCK ALL EDGES WITH 2 x 4 FLATS d" O.C. L11 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH 1-SIMPSON H1 CONNECTION AND 3 - 10d 0 ALL STUDS, TOP & BOTTOM PLATES J3< BLOCKING 6" O.C. TOE NAILS UNLESS OTHERWISE SHOWN. 7. DOUBLE JOISTS UNDER MECH. UNITS UNLESS OTHERWISE SHOWN. • OTHERWOOD CONNECTIONS , �- _�--______ __ MINIMUM SIZE AND MAXIMUM SPACING - oisit • PLATES TO CONCRETE FOUNDATION WALLS 5/8" 0 x 10" A. BOLT @ 4' -O" O.C. P __ __ PARABOLT CONCRETE ANCHORS Q, GYPSUM WALLBOARD AND SHEATHING BOARD 1 . -GYPSUM WALLYOARi) SHALL. CONI ORM TO ASTM L36-75. 5/8" 0 8 1l2" 9 4' -0" D.C. 2. GYPSUM SHEATHiNG BOARD SHALL. CONFORM TO ASTM C79-75. xC 3. GYPSUM WAILN;'ARD, SHEATHING BOARD SHALL BE APPLIED WITH STAGGERED END JOINTS AND LAG BOLT INSTALLATION: PRE-DRILL HOLES FOR LAG THREADS 1/2" B BOLT = 3/8" VI MOLES .., NAILED AS I'H ,PECiFICATiOi "-, AND STRUCTURAL NAILING SCHEDULE. 5/8" 0 BOLT = 1/2" 0 HOLES Q • • 3/4" 0 BOLT 9/16" 0 HOLES M O• FRAMING LUMBER SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLING WITH WRENCH ONLY. t'1� 1Fft/!M . _ MA ING LUMBER ; r �HAIL BE WESTERN WOODS GRADED TO STANDAkD WESTERN LUMBER GRADING CONNECT ALL BEAMS AND JOISTS WITH SIMPSON HANGERS TO DEVELOP STRENGTH OF MEMBERS. ,O RULES N80. PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD. I. O t g l A. EXTERIOR WALL ,1111)S ----- t „.i NO. 3 ) Fb £300 1403 ( OR STUD GRADE ) Fc 1 385 ` • v c ) E 1 ,500,000 GENERAL0 % 1 , B. INTIRIOR WALL. STUDS 86e STANDARD OR BETTER ) Fb 600 1. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. c OR STUD 6RADF ) Fcl - 385 2. SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL , TRUSSES, AND SHALL BE REVIEWED �.l �,y� iii ) E - 1 ,500 ,000 PRIOR TO FABRICATION. ti= C. JOISTS 3. FIRST FL0oH sHsLL BE PERMANENTLY ATTACHED TO WALLS PRIOR TO BACKFILLING AGAINST C NO. ) Fb 1250STRUCTURE. 8..0 E 1 ,50J,000 4. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES UNTIL THE1% D. BEAMS ROOF AND WALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. NO. 1 ) Fb = 1350 5. ALL CONCRETE JOINTS SHALL BE ROUGH TEXTURED WITH 2X KEYS AT CENTER OF WALLS AND ) Fcl - 385 SLABS. CONTRACTOR SHALL OBTAIN STRUCTURAL ENGINEER'S REVIEW ON DETAILS OF ALL •. F = 1 ,600,000 CONSTRUCTION JOINTS PRIOR TO CONSTRUCTION. 6. GYPSUM WALLBOARD IS USED ON THIS PROJECT FOR BRACING OF THE STRUCTURE. CONTRACTOR 17 E. '')STS ) Fb 950 TO PROVIDE ADEQUATE BRACING UNTiL ALL GPYSUM WALLBOARD HAS NEEM APPLIED AND FULLY . NO. 1 NAILED. E = 1 ,200,000 r , BLOCKING, PLATES n BRIDGING4. - ----- r STANDARD OR BETTER ) Fb - 600 • 1 OR STUD GRADE 1 F' 1 3,85 ) F- 1.500,000 1 I CONCRETE TIng14411 ' ALL. MSMBERS 3�, �:)R LE`_ (LEAST DIMENSION) SHALL Bi MAXIMUM 19 . 1101ST!IkE. CONTENT. . loll FOR CONCRETE SHALL. CONFORM TO U.B.C. STANDARDS t10. 26-4-1F 111, ..r j 3. F'ROVIUE SOLID Lll•OCKIN', (SAVE DI'LTH OF AMBER) Ai A1.1. POINTS OF BEARING AND 1 x 4 ZT. ASTMA615C,RADE60FORALL.BRIDGING ( F'' -0" O.0 MAXIr1UM. Q 1. REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN AC('ORUANCF. WITH o n 4. ALI PLATES ANO LEDGERS IN CONTACT WITH CONCRETE B MASONRY SHALT. BE PRESSURE A(,1 IiigRkg UAL 315-8U.TREAICL�. LEUr;�.k ;NAV (tE SFPARATrU FROM COtJCREtE OR MASONkv 4JiTH Sri LD. ASPHALTIC FELT . . ING STE.:L SHALL BE ACCURATELY AND SECURELY PLACED. \t'+�■15. DOUBLE .Ll_ JOIS.I UNDER ALL PARALLEL PARTiTIONS. . SHALL NOT BBENT OR DISPLACED FOR THE CONVENIENCE OF i 4.4 1 i �;. FOk NAiIit+C' SEF `SCHEDULE Ai�O UhAWIrJGS• UNLESS APPO•Vf0 BYTHESTRUCTURALENGINEER. ' C. FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL BE : i PLYWOOD SHEATHING 3" + 1/2." TO BOTTOM OF FOOTING , 1 . ALL PLYWOOD SHEATHING SHALL ( F CD GRADE , UNLESS OTHERWISE SHOWN WiTH EXTERIOR GLUE MANUFACTURED iN ACCORDANCE WITH PRODUCT STANDARD PSI-74. 2" + 1/4" TO EARTH FACE OF WALL A. ROOF SHEATHING; 1/2" OR 5/8" INDEX 32/16 1" + 1/4" TO INSIDE FACE OF WALL B. DECK'S 3/4" C. FLOOR 5/8" INDEX 32/16 _+EX 48/24 T A C, 2" 1/4" MAIN STEEL BEAMS AND COLUMNS • D. WALLS 1/2" INDEX 24/0 . 3/4" + 1/4" � � SLAB TO TOP AND BOTTOM SURFACES c7 2. PLYWOOD SHEATHING SHALL BE LAID 1JITH END JOINTS STAGGERED.SHEAT WALL 3. BLOCK ALE. LAP ALL BARS A MINIMUM OF 36 DIAMETERS EXCEPT AS OTHERWISE NOTEDASHEATHINGWITH 2 x 4 FLAT BLOCKING AT ALL EDGES. °4. NAIL AS PER SCHEDULE AND DRAWINGS . 5. LAY OUT PLYWOOD TO ELIMINATE ANY WiDTH LESS THAN 11 -0" . ....Q 4111101".1111 4 '7:1. • • • . • 1 41 A I iIIII III III iIII-l-II-IIw.r ' ( a 0 141t IIIiIIItIIIilIIIiI�y IIIiII IIIIlIIIiI IIIIiIII IiI (III IIIII � [IIiII • • IF THIS MICROFILMED It l� t4� 1 TiiiiiiNTLiTrituiliTilii6rTITITHnirmill9L+- t11 l DRAWING IS LESS CLEAR THAN - - 2 4 )( ,• MAY 23 , 1990 / , ,.. . .w�w�R rr^'_'-•--•,._.t.••---•�--w-�•»�.f•*.r� ' , TT -•�+-,-r-•�► '^+e•n-'fir • �1r•T •r•+, r f ,. • r • A . r! 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ITY OF IGARD CITY F TIGARO ,/ � • I � 1 " ����- ERVIT R.(7. r�( � � �iTE AU[�RESSIs~�.r ����DATIL. 1 ._, 4 f ' .....2 PERMITNO. � SiT..°E_ FA �, • +Y_���`�'� `� (C. • al' Tf[LE^ __DATE / Ii 1 . ..............imwmvr., , „Immolator... . , , IIIII11111111111Illfllllllllllflffllll1111111111111111111111111111111111111111111 ' iIIIIIIIIII iiI ISI I � ltl1'� I � � iii f ( I ISI it iii i � i � � li � iii I � ll � � I � i � � � Ii ISI III ISI NOTE: IF THIS MICROFILMED I_11 I �I - I � I !*I I �� I ( I �I 9 101 I 11 I DRAWING I S LESS - L ---- 11 I l - r CLEAR THAN it_ri[i __._ -_L-- --THIS NOTICE, 1'. IS DUE TO �-THE QUALITY OF THE ORIG1NAl �£ LLZZ4ZZZTLL jlift j j j j III j8L1S 41r L1DRAWING. "Ir �iItii1l1i11iiia iliiiiiili.ii iiIlIiir i11ilIiii IIiIIII i iiiiliii� iliiliil� i�iilii il, i��i I��IIIII�I� I i h��� 1�I111. ��� ISI � � � I � I„. � H u�� illi ilii iliililii iiiilllii iil�hiii iliili��i iiiil,I Ali �I IIII iliilliii illiliiii�i�iliiii�iiiilill� •III ,. 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LATER R R 1 OREGON Chaitagia orr4ars, ae t �/ I1 y 1�1!t�Jotfai 11y t,M Nes/� IAeP+sr taa>)ilst Sf` c , '� .+ `,4 Sswct Pew A - Qrr-6rbd il«►a ti�lirwittrte . 10040, 1 sad ricks Sec. ion A -- interior Doors • Twlat in bevel aprt cxnpAnY I" ' ''��1 tiip '"��' • ' 7 .',.'r .s', rt.r,�e1s.f ' 14 Provide ell cowcratip fllltwork for ,n-9rede•• slab flooring, walkWaas, 1) Pro ?de all interior doors as shown of t ` ,, Change orders shall be used as the owners moans t;'o Sitar worlr specified In ; ', .%; ;:.- �. - c.,� I, Y type, sire and string per drawings � ' the cats•truttlon dotwrwents due to errors, aialsslons, ssateriat aiwertt aa, -• ''' ti1'r• I •`s :;a '' .). patJos, aatauiw Cock tter�ln9, xte►a, entry stoops, and other exterior and specifle+d i+)eroln, complete in place , tested. with all uppratlnq )o .,, - a { an- radlis Slabs per polos, r, GENERAL CONDITIONS :. • R ,l,.. 9 hirdwrl, r- . Substitutions,itutioyns, etc. - , 7) All on-9rado slab floorARg w111 be poured level and trs with r.sp.ct Passage Doors Hollow core ?lush with The Estimating and Purchasing Bepertwowt of Tualatin Development Company . t to the specified ,Vadis pet pltM. a , 1, Aptly AND ACCEPTANCE OF SITE , PLANS. Ali_ SPECIFICA1 I0JNS trill 1►e resyonslble to verify the :,hawq� order request ler cost e+' eredit ' Birch V.n. with the subcontractor. Ai-fold Closet ,rLaundry , . j) All ew-graAe slab flomelag will ba double steer trowled and free from linen, Entry it Walk- in ) (, i It will be the understanding of the owner, Tualatin DevelopmentCompany boos or ►nail r,n . c} that the subcontractor has ccnplatly reviewed end has accepted ail coo- The Construction Department of Tualatin fi+evelapnsnt will be responsible for Closet Pers 1/2 louvered wood ep structlon documents (plans, specifications, scope of work , etc. ) and the Issuance of the change order to the effertea subcontractors. A r • 4) Al ) concrete shell be fftMr priMeler.,fd or trarptit mixed with a co.- Pocket goons Hollow core Rlwh with ;; S proposed oroiect site et \he time of bid submittal , pre•sivs stiet►gfh of t�p0 p.s.l , at 28 days. •.M +-„ TT ` Birch Venea• • b AVA Ad LITY Of PECIF IED ITEMS The suacootrector shell be reteoesi#le for ! !-" ` r ' r s �� I - S S) proper stagla9 acrd placement Unit ►r.try Doors 1-1/�' solid core flush with `� . ��- ' 1 Subcontractor will verify prior iso bidding that all specified items will be of ell bolts . cc>rsnecaors, anchors , and other related hardware. Sub' e er�e+lirattoe will protect till concrete from r f{irch Veneer (1 hr rated with avdllablt In tinea for installation Aue'lrs9 or<lerly and ti+tsely progress of work. 0 eewleturt Iryirsq, vanOals , l0 minute •jaeMs) install with tpl frrreai and harefu, effects of weather . -•-- • • s self closing hinges , unless ) DESIGN SSPECIF!CATIONS , in the event specified items will not be so available, the subcontractor will otherwise noted n plan LILL 0 concrete re to 0011 be mechanically h,an i ca 1 1 y vibrated wf f i c i ere t t y tint•Hy pouf to W EATN KQ.fl�'1�r I i�T E�Liv-Kon t notify the Design Department of Tualatin Development prior to bid , r assure a cooststant honogon0wk mixture throu9hevt - 2) boors and frames to be prof inished 10 match finished interior mit lwwork used -- 1 'tiubasisslon. DIVISION Of : OMIT throughout project . �} ' All- costs of delays because of nen-real Labe 1 I ty of specified item.", when such • 7) Exterior for steps rel 1 be eelest'trtted with a minivan 1S" treat width awd "f `( r, a maximum) 6f" riser name . 3) Provide all door hardware as specified in Division 38 , Section B. herein . r `t) V r delays could have been avoided by the subcontractor , will be hack charged as DIVISION 02: CONSTRUCTION DOCUMENTS 4) Subcontractor to supply complete color and finish samples for selection to 7necessary without any additional cost to the owner, willthe Design Department of Tualatin in Development Co. , Inc . for approvalprior Sect 1 on A - Civil E ng I nee r I ng s Site titre l opeen t 0) Ramps not exceed a pees 1 etas s I ope ratio of 1 . 15.• SUBSTITUTIONS Of PEC IF IED MATLkIALS to production . CO ' ��...- �...�+^ r . 1 ) Plans and Specifications by: j) Steuctural Eiseneerring by : 9) All exterior CIO and walkway surfaces to be es Proposals for substitutions of materials, equipments, and methods will be • Y pr►1ed artyreyate with ,4 T�i )K1G• snowy coat surface f is1 Ww. • considered only when such proposals are accompanied by full technical data bale Heiler Engineers DIVISION 1 GIITIER •AND VfNTIlAT10N , r.il ' required lkilh S.V. Lek* Forest 8lvd. DIVISION 0 OMIT - and other information to evaluate tht ' ,Z. Section A - Gutters and Downspouts kV-take Oswego, Oregon ai3b Proposals for substitutl swill be submitted to the Design Department of L "i' (�p31 635 4!8 DIVISION 09: FOAMING MATERIAL. I ) Provide all gutters end downspouts shown on the drawings and specified tY , Tualatin Development Company - ---- .t,1 - ' cl - .-_ herein• , complete in place , tested and operating . Do not substitute materials, equipment , or methods specified unless such Section A - Frarsirsg Material �-• 1) Allgutter and downspout 1 substitution has been approved. pout mate. rals to be 26 gauge galvanized ,heetmetal . � Section B - Architectural Plans s Specifications i ) All lumber is to be well seasoned, air on kiln dried of uniform rho; sture CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS content , free of dryrot , twists or splits and sized per plan . 3) Gutters to be 5" 'K' style facia type moucting directly to end of truss tails . • I ) Plans prepared by: Should any conflicts occur in or between construction documents, the order All 2 x 4 studs t0 be standard or better grade Coast Douglas fit. ,'til 4 primedready paint . 04 All materials to be and for of precedence shall be as follows: Department of Planning 6 Design framing lumber other •thiel studs' to be 12 Coosr Douglasfir. 4i / beams lualatin Development Cc'., ,Fo. / to be $1 Coast Dougiss Fir. 5) Downspouts to be connected directly to storm drain system. 1) General Conditions 15300 S.W. 116th Avenue 3) Pressure treat all sills , plates, sleepers , nailing blocks , and ends of studs , l 0 - 2) • Specifications ligand, Oregon 9722 and posts In permanent contact with concrete. / 6) Downspouts to be instill lr_d , r plan. .� 3) Scope of Work 1 L, 4) Large Scale Drawings (Details) (503) 639-3101 4) All lumber delivered to project site to be stored 6" above ground end pro- tected from weather . 7) Downsoouts to be always installed plumb without offset . J 5) Small Scale Drawings 6) Project Field Superintendent Section C - Landscape and Irrigation 5) Roof and wall sheathing to be f" 4 ply O.F. C-D grade exterior glue plywood. Section B - Ventilationii In any case, notify the Design Department of Tualatin Development Company immediately for their consideration upon finding conflict and prior to 1 ) Plans and Specifications by: 1) Vent ell appliances , directly to exterior , per plan, providing any required 6) Flooring at upper level to ba 5/8" Plywood subfloor , nailed and glued damper systems per code . proceeding with work. with 1 1/2r' lightweight concrete ower. . i Zimmerman , Landscape Designer DavidSol Landscaping , Ltd . • 2) Units to be wetted to roof vertically through interior well freesia, and 1) Provide )t D.F'. C-C grade plugged and ;ended exterior glue plywood at all Installed tight Into roof Jacks, or between floor Joists per plan. re--oo i 1 Tualatin, Oregon ' FIELD SUPERINTENDENT roof and deck overhang exposures. 1 (503) 638-3017 3) All vents to be properly flashed and caulked to prevent weather infiltration. Tualatin Development Company will have at the project site, from start to 8) Provide all fireblocking as required per Code . i i finish of construction, a responsible superintendent acting as ar Authorized 9) All Simpson Banger shall use 16 Penny COMMIan hells 4) All venting material to be galvanized sheet metal . Exposed surfaces to be r 1 h Agent of Tualatin Development Con�� ary . The superintendent shall be on duty during all working hours. Any instructions or notices given by him shall Section D - Shop Drawings , Product Data , and Samples DIVISION 10: TRUSSES painted to match material directly adjacent . i have the same importance as if given by the owner of the project , TualatinDevelopment Company The project field superintendent shall be responsible 1 ) Shop Drawings shall be prepared and submitted by subcontractors Section A - Trusses s) pert afnre area per cede with continuous ridgt vents and yble end ventsper plan• i for general on-site supervision, scheduling, field work authorizations, and specifically , but not necessarily limited to, the areas of work l o r approval of work prior to payment of the subcontractor. listed: 1 ) Provide all roof trusses complete and in place , located and sized per plan . i 0Tit d Electrical 'mow 4 SUO-CONTRACTORS 2) Trusses to be constructed with pitch per plans. o en Ch Trusses cs All subcontractors must meet prior approval of Tualatin Development Company Cabinets 3) Trusses to bear directly to top plate of exterior walls , per elan Tor DIVISION 16: ROOFING IT Subcontractors are expected to be accomplished craftsmen of their trade with Plumbing (if required by permit) Heil with 16d nails at each end ad tie to top plate with metal hurricane.a reputation of being able to coplete work within their specified area to clips. Section A -the highest quality of their respective trade. Subcontractors will supply 2) Shop Drawings , Product Data , and Samples will be submitted by the 4) Truss supplier to submit dstailnid shop drawings and truss layout approvedand/or bunds as required, Tualatin Development Company reserves the right to cause no delay In the subcontracted work , work of the owner , Company for approval prior to fabrication. Trusses to br engineered for equal , t , to refect any subcontractor upon failure to satisfy requirement necessary to ur work of any other subcontractor . 25 PSF snow loads 15 PSF dead load except at garage mono trusses attached c prove their ability to perform work specified. fo- ' to reale building structure, which shell be design,.d for drifting snow load o8 z 3) The subcontractor shall submit Shop Drawings , Product Data , and varying from 65 PSF adjacent to resin structure, to 25 PSF ai 20' out . r t'S MATERIAL PROTECTION Samples to: DIVISION 11 : FRAMING LABOR - c The subcontractor will be totally responsible for storage andprotection of Tualatin Development Company _ .� '` 2) The shingles are to be delivered to project site in manufacturer's original �. Y P g Section A - Framing Labor unbroken package and shall bear Underwriters Laboratory , Loc. Class 'A' label . ,= all materials and equipment related to their particular division of work. 15300 S.W. 116th Avenue • No credit or compensation will be allowed by Tualatin Development Company Tigard , Oregon 9)123 1 they are .3) All Shingles mast be applied in strict accordance with man�facturtr ;s y..� for reasons of theft or damage due to vandalism or weather to materials or ) , free of deviationetooplan, and•sguarewwith n aso stolerance of 1/8"sinaanytdi version. latest printed specification by an authorised installer . equipment left unprotected. The subcontractor will be responsible for pro- Attention : Vlad Vovtilla 00 rection of materials and work performed by other trades. 2) flamer to alio►. a 11s " unobstructed clearance between studs for 4) Roofing to qualify for protection under manufacturer 's 20 year warranty for 4) By submitting Shop Drawings , Product Data , and Samples, the sub installaticx� of optional medicine cabinet at each bathroom wall adjacent this product . . 115 OWNER SUPPLIED PROVISIONS contractor represents that he has determined and verified all to vanity mirror . 0 ff )'' ` materials , field measurements , and field construction criteria 5) Subcontractor to supply to Tualatin Development CO. , Inc . F►+anufacturer 's t Tualatin DevelopmentCurnpany will be responsible for and maintain the related thereto , or will do so prior to the start of work, and that written warranty upon conepletirm and prior tcir payment . i proper operational function of the following: he has checked and coordinated the information contained within such DIVISION 12 : WINDOWS ------•--- submittals with the requirements of the work and the Construction . - '--" - -. d) Color to be Highland Brown per rt,anufatturer 's standard color selection. 1 ) Temporary toilet facilityDocuments . Section A _ Sliding Windows . fixed Windows , Patio Doors 2) Temporarywater supply for construction r,irposes. -...-- g i 3) Temporary light and power I ) All sliding windows, fixed window, , and patio doors to be aluminum frame as DIVISION 17: SIDING MATERIAL G 4) Temporary heat , as and if r auired DIVISION 03: _PERMITS AND FEES manufactured by Milgard Manufacturing , Inc . , or equal , per the following 5) Job office with telephone suave far storage of all ' schedule and sized per plan . Section A •- Siding g construction documents. Section A - Building Permit Sliding Windows 1100 Series 1 ) All exterior siding to be I/`" s 8' r .+• r'cedar bevel siding. 0Aft.( It will be the subcontractors responsibility to provide any and all necessary 1 ) It will be the responsibility of Tualatin Development • 'o-r-par+y to Fixed Frame 700 Series 4, ,�� `,t- � � equipment , tools, materials , skilled labor , etc. required to perform and obtain and pay for all required permits end governmental fees , unless Patio Doors 450 Series 2) Siding to be 're •arained prior to installation . 3 satisfactorily complete all work relative to their particular division )f otherwise provided in the contract documents . Q wE? work specified in the construction documents for this project . 2) All windows to be double insulated . DIVISION 04-05: OMIT All windows to be "Durabronze" finish . i 3) per Milgard Manufacturing, Inc . MEASUREMENTS syecific�tttorws . Section B - Cedar Trim -� 1 Before ordering any material or perform any act of work specified in the 4) Provide tempered glass as required per code. 1 ) Provide SIS2E grade or better Western Red Cedar siding and placed per O Cj construction documents, all subcontractors will verify and approve all field DIVISION 06: CONCRETE FOUNDAT ION ri'J (,ow .��. ✓Altt-�.a F..TIC Dr.•1..1C� plan. measurements relative to their division of work for this kroject , -_ ^ � '~�_ --" — �j KF1w'�D '�GK�J • � Section A - Structural Concrete 2) Trio to be pwiMal per division t3s) , (�-/� , It is the sole responsibility of the subcontractor to notify the project - �l 0 field super intendrnt of any deviation found between drawings and actual I) Provide all concrete foundation wells , footings , and piers reinforced field conditions prior to execution of work , and sized per plan . All concrete will be constructed so as to not ViNahami exceed dimensional tolerance of ♦/- 1/8" In any measurement and poured �� 15J It shall be the assumption of Tualatin Development Compan•r that the level and true so as not to exceed • tolerance of ♦/- 1 /8" with respect DIVISION ij: EXTERIOP DOORS subcontractor approves field conditions upon the commencement of work, to the specified grade. �'— 1liVIS10N 113 OMIT Section A - Metal Entrance Doors Tualatin Develop ant Company will not allow any extra charge or corrrpensa- 2) All concrete forms will be clean well , prepared and supported . Concrete • t gshall be sufficiently mechanically vibrated during pour to assure a con- Ir All ccxwr►rorr foyer entrance rfuors to 1204 O►VISI 1 GARAGE MOONS -----► tion on' account of differences between dimensions indicated on drawings and __-__,...� �_ actual field conditions without authorization prior to start of work . sistant homogenous mixture throrghout . Tltetnwa Tru as rrranufactured by Lake Shorne Industries of Toledo Ohio, in , atrordance with manufacturers latest written s 1 ) Provide 9'0" x 7 0 1/4 sectional overhead Roisghtex wonderrw :n flush panel �kGGr;T # peciflcatlons end • sized per garage door as manufactured by Crawford Door tompany , telofi OW...i. `regon , or equal . 3) All concrete used shall be tither premixed or transit mixed with a plan. compressive strength MI 24 a.•, 1 at 28 days. 13 2) Entrance doors to be equipped with inswieg style sill with tHreshold and 2) Doors to be Installed with torrislon hardware . 4) The subcontractor shall be responsible for proper stbging and placement completely weatherstripped. of all bolts , correctors , anchors , and other related !hardware . Sub 3) Exterior of doers to be pointed, inter tot of doors to receive one coat of contractor will protect all concrete from premature eying, vandals , ) wood sealer . . freezing armtr harmful affects of weather. ` 44 fluttilPberr of doors to be pointed per division 034-: • % DIVISION 20, OMIT , .. — _ +r.-.r — I .a! lT ! �f►'.-., , ♦ ,y, M .- ."'t*'�" .Y'-/Lim. J __ / — r ir III III Ill III III III ill I Illllll Ili I I� !II III III III III III III I I Ili III III I I III II ! III I I� III Ill � lll I I I Milli , i VIII I� Ill III Illllll III IID IIIIIII 1 1 I � � I � 3 I � 4 � I I � � � � 7 l81 � L} 9 10 11 i 1 12 NOTE • IF THIS MICROFILMED _�_ _ _ [ _____1 1 l , DRAW NG IS LESS CLEAR THAN �— -� THIS NOTICE, IT IS DUE TO _ _ _ THE QUAL ITV OF THE oRICINAI �• Li E LZ Z QZ �J: La___—d it Z i i Li l i t E1 1 1Ti -- i a isi iL I!9 � t9— f t L 1 1 ,,'.r• DRAWING, qq I � � : �'!II I II I 1111111 VIII I ' �I IIIIIIIIlI1111.IIIIIIIII IIIIIIIII IIIIII111 IIII IIII ,IIIIIIIIIIIIIIIII111111111111I1111IIII IIIIIIIII IIIIIIIII IIIIIIIIL, r ,IIIIIIIIIIII ,f1111111 i111111ll 1111 111 IIII IIII IIII IIII IIIIiI�II IIIIIIIIIIIIII,.iU�11111111111i1111111 IIII II11 llll NI IIIIIIIII IIIIIIIII lii►ill 24? X MAY 2 1990 __ ___ C 114TH COURT 15655 .. TDC FOUNTAINS BLDG. 1&2 37-G DIVISION 21 WIRING 1 - Nettr 1 „!ijr..1----- . — — . __ 1 : Section ,5 InLulat too '. �' 1 t. , r I r,i 1 • 12 1• vr"'e"00.1•• 1 d 1 v 1 OM rMl! 4 f.OV�i1t IC : ' • "i V i x1 M R�RS IL HARDWARE f 3d' ' • Set trirxl A - Electrical Wiring • + I ) Pr'witle all Matt type Insulation with Kroft backing as shown on dreswings "`� ' 1 • and specified herein. Section A • interior Pt1n21n Sectlrvi A - Mirrors r {� ` ,4 ` ' Provide electrical system as shown on drareinys and specified herein, , complete in place , tested, and operating , including but not necessarily 2) All insulation to comply with State Code Requlrtrvattfor epplicetign 1) Pe let OD �asrltptlar toads ar wtwl . 1) /1L„ float glpss mirror tree of de.frlwta. limited to all service, breaker ponels , meter base , outlets . switches , %town on drawing., . lights , bulbs , and wiring required , per State ori local codes . 2) Colors to be se lac ted reale rroi'tufactursr's standard seleettlotls. 2) Edges to be polished. 3) All interior common wall to be insi,t.Isted with 3i*” thick mineral wool batts . .r 2) 125 AMP meter base , 125 AMP panel and 125 AMP set-•+ice. 31 K1talllaw and bathroom* + 2 coats itse►i•gloss serener 3) Sirs end Iexatia rete platy. , /*Lilte ..4.-0- MD;.1t.t1' e',J e�c►•1vOMlh!!UP'�5 .Kt_0 I4 Motjnn• c9►'i G't J-C-ir— , 4) A) ) exterior wall cavities tP be insulated with Fiberglas harts . + 3) Furnish and instal I all bathroom vent/I ightiheat units ds re..loire.d. 4All Other etrtdtats - 1 COAL 1 \i "V#09420 or equal .l , ) telex leer. sheen ammo' . Section len • - Hardware ', 4 5) Vapor barriers to be placed toward heated side of wa4l . I • darter •� Section S - Exterior Painting i') Door hard re 1!o be kwlkset Grecian. a; 4) , 4) Supply smoke detectors , located per plan . 6) Use Fiberglas sill seal under all common wall and exterior well sols plates r at foundation wall 1) Eltterior sidle, to be steieed with, Olympic, Or sgwal , sami•trensparsnl+t stain t) Unit entry doors to be keyed w/two keys per unit . t ( 51 Wire and connect .111 appliances , per plan . Trimto be stained with 011wtipic, or teg0al , heavy body renin ( si, 7) Common floor/cell Ing assemblies between units to be insulated with )4' �''` 6) Provide 220 v . circuit for clothes dryer and 220 v. j0 amp. circuit for mineral wool Kitts bettwan floor joists in a continuous manner so as to heat punK•, located per plan. not allow open voids for sound transmittance. 2) Slakes, t.o be U'retipped stained prior to laetal .at loo. .S 14) Provide grand master key •c,cessable to all common foyers and all units. t� `� 7) Light fixture. as listed 1n Division 36 herein . 8) Provide P-30 Fiberglas batt Insulation In ell vaulted ceitings. 3) Serfs 'doors to be paitsted mat.hiny body Gvlor. Deliver to project superintendent . .......) r $) All light switches to be mounted 36" above finish floor except as per pian Section C Blown- In Ceiling Insulation 4) Entry door• to be psiwt.'d the trim color, • S) hardware at each oath so ba: over vanities and kitchen counter. r 91 Al : outlets , ercept at counters and vanities to be mounted 12 ' above finish floor 1) Provide all blown- in ceiling insulation located per plan. Betties* C,- Wall ZOirer'trg Q $" threw cerci bar - stu•taece mount _ 4. 101 Install one single freezer euchre F rear of each gJr-ager ielliK • Td C PECT:VE - (/��IIJlX7 IMO' ,gr'/P�w,/tG , 2) lesulatioe to be either Fiberglas or Cellulose end shall hairs s MfOl'lor•rart ' 11) Seth moll covering to be slsitetted by purchaser and Installer! by sub-c.ontrector. ) ` Chroeta real 1)rollet tissue holder • recessed mount ';, ' 11 ) Pre -wire for garage. door opener in each garage . value of h' 30 and a minimum depth of V . Prepare allbethrr,om wells for wall covering. V ,, I • Pressure fly shower rod (at all tub/shower crit 1 usurer) Section 8 Telephone Prewire ' 3) At ) insulation to c pp ' " I - 0►ieare glass shower door �It all shower st .1 Is) ;, +( comply with State Code itrqui ree►enti far application feet Z) StirlfryY fuyd ��� �±tl� n �t�•tloth• SelJsltt{vlit t« be shown on plans. Wi' ,• 1 ) Pro +ide : telephone: prewires per unit complete and operable llicated per plan . !, d Customer option bath hardware: 4) Provide baffles at eaves to prevent dispursal of insplite . i Section C - Television Prewire 111 I S 10 5: F IN I SMEP NASO IfftoyActs Trb/Stiw+rr ant lostrrsl shower doors w/ctlroste frame Section 0 - ,`loisturr� Protection , ' 1 ) Provide 1 television prewire per unit complete and operable , located per plan. Section A - Nigh Pressure /aminatt Plastic Cotlreetertops 16slitlns Gbinet t 1}, .!fi • I) Provide 'r5 lb. roll roofing vapor barrier under all interior concrete � i) Provide self cinAiwg sprleg hinges at each unit entry. ilr' 2) Provide 1 central television antenna per building located in the attic area stabs on grade. I) Provide high pressure lawwieate plastic countertops at a,11 kitchen counters and Each television prewire to be wired directly to this antenna . vanity tops , per• .plee. Wilson Art and eavao•r are ac tar1!itA�1.; ws9rtuleaLtyrere W.: 2) Lap vapor b. rrier edges minimum of 12". (Forwltce brand laminate will not •be accepted) . DIVISION )2; CAAPST ' p'ke�►./'gko • \A r •i '. 3) Provision she! , be trade fur future T .V. cable to each unit . r Section 0 • Door Chime Section E - Water ( roof ire 1' Colors to be selectee+ from manufacturer 's standard selerction, , election A - Stairway Foyer Carpet I ..„4 1 r 1 ) Provide 1 door chime and 1) Provide through coal of 1 c 3) No full deck seams will be allowed. Provide Orion 1574-950 Bark Carpet ntanofactured byCrow,, r;x►ir::ercial Carpets , to push button per unit . 9 I ' yed emulsified asphaltic compound to the exterior side of all four;nat ion walls adji 1 acent to earth + 1 4NckFl l 1 . 4) All countertopS ca )~tet ; 2) Locate chime box and transformer per plan. QP V abakedging. 2) Carpet to bs lnstalied over 40 0:. Nsir-Jute comb(rlation pad. f 2) Allow to dry comnietely prior to Nickell ) . • '� 3) Chime to be Nutone /LB-'4, or equal . Section R - Tile 6ackiplwsltes • Section B Unit Carpet DIVISION 27: HEATING AND AIR CONDITIONING 1) Provide 2 rows of geared 3" square ceramic fila at a,11 becksplasners in kitchen 1) Pr'•vtdt'eq'wtl time series carpet manufactured by Evans/Black . 4) Push button to be Nutune 1'3-81 , lighted with nameplate• , or equal . --------- —�_____ a,, r ar+d'bar tIi. _ y Y-1,,,e .. 5) locate pushbuttons at entrance door per plan Section A - Electric • , 2) Tile to be Maple Pettlrn Series manufactured by MollyGilbert t oalpanY, or 4110141 . 2) Color tO he selected frog manufacturer 's stondaerd select ions . I ) Provide electric heaters In each bedroom complete, In place , 3) Colors to be selects frac maftufactvr'er's standard selection. 3) Citrpot to be installed over S/8" retard pad, United Foam or romal . .:-) r't'e©tyl .% : 1�1ht1 � V5 • 1 tested, and operable. , �) Tile ter tExtNlld up well to >wicro2Atfelw oven at range. �IKISIk"M LANDSCAPING, FEtitlMt:o DECK RAILING 21 Electric heaters to be ti' _ , _�� remote thermostatic control mounted on weal 1 , with Section C - Vinyl Flooring and Base , Section E - Security System - Sast"t 1 cert A - a.ar+ldscap I nq i • 1 ) 1) All vinyl flooring to be Arostron9 Sundial or equal . Pattern and color to be 3) Units 'o be sired by supplier and location verified with Design Department , , Tualatin Development Company, at the time of bid subrrisc ,on. Selected freak manufacturer ' s standard selection. N�ftir to piens and specifications prepared ' y others. , { Section 8 - Neat Pomo 2) Base to r/1 4" rubber type of complseentry color with vinyl . Section B - Fencing r 1 2) Manufacturers of Security Systems shall s,,bmit proposals outlining type of 1 , 1rovite through file wall 2oneline tV fleet 'Puree) as iilantafactured by General t) Provide fencing for privacy screen, trash can enclosures , etc , per plan. O i system, performance , etc . directly to the Oesign Department , Tualatin ) ,w ' eqt. 1 Development Company , for review nd selection . Electric Company. Model .0A3B7ONJA5 with Grl ilE /RAG45C1i0 (Deal, Maple) •RJhEb 7D,� ),.lAl_Ir• GAh� , �1$A� fZD�'f1 C.a.6)iJ�1". 2) Fences to be constructed of siding. Applied to framework of ix4 rails and DIVISION 22: Plt1wBING 2) Units to be located per plan in rough framing open provided; r , tllrlt pressl,Ke treated D.F . posts. ,� h 1 1 1) Provide all plumbing systems as shown on plans and specified herein , complete - - DIVISION 18: GYPSUM DRYWALL '\` 3) Posts eta be placed minimum #0" belva grade and supported by concrete. � • 1 0 re; 0 inplace, tested and operating , --•— \ ' Sect icln C - Dec;k ileil Ing M per state and local a l codes . --------�►--- ilkwa• 2) Supply fixture'.; per schedule: 1) All gypsum wallboard to be of type and thickness pet •plans and specified . me) herein. y 1; Provide deck raillrq pelf' plow. Q 4 0 b Gallon /,A4� ' A t�° L Water Heater s except at bathe . . „ Il - 6.7Mre,tjk.l�-r6 -1:, l LS,fr. - 6,/k,F1`J--.=•V 1 ;azt� U 0' State iC.V-f 'U(�Tor equal . 2) All cel 11�9s, tp �e machine brocade f int h Pcorns and k)tttl«1 �` , e !SE d ►' f n ii'r..e�+r 11 i C= "rte �' (' - EX�'G'�; i V F;A 1 t-'S ash 3) All walls to ba spray t�aturPd race t at bathrooms and stairway foyer. • �LtiiS101Mi 36: LiisNT ,�fXT� tafiCS -r�•� �I y 4 Ar4� L•� � i�� 11 FS C a Kitchen Sink CUTOUT #t 21"x14" stainless steel sink p y ,4.X -e►' .¢- r Q wd'4'l1 , 4, ' t� . !` O L iLC�� �L.F i,jd:,�(..%..t� qC, G :' tVi 20 Gage Eskay SCR 2522-3. 4) Prepare bathroom and �t3ietitav foyer wails for wrlltovss. SsttltDre A - rNrehesor gpllaaw Fixtures �`� • , `� 5 Nater Closet American Standard (2121 .449- � � �.� Ba,e. Si Ali windows to be tluapped with (-1017 !, �TI.1Cn a:iJ��(J"3}�}p. °) Purchaser to select fixture* for (Ursine room and entry with allowance froe! S+cltitan D - �1s11 Burt Stand y �3 O tin i ighsine Supplier's shto1wro o. • ,..2)(i t f t 1,' sol, fly•gnel 1 box stands of type wed lacat ion per plan. Lavatory CbTOIA Mf1► American Standard NWt16.O?j - 6) Ceilings at all lower writs to have 5/8" gypsum ++seaboard I,atstallad over '- , resilient metal chemists JAC-1 ) attached to floor ists At fries with . 2) Sucleetts4 ablowrewces for diftime room fixture le 4100.00 mod 140.00 for 'Att flkxwe. OVAL SHAPE Y ='I $g tq 01h4eed to match buI1ding trim. 1 I framed 3e>>ifits,• *tract gypatar+• vrell board dirpCtlX to luring. ' • • r # CU t Seat #4i0 Olronic/ Plastic , color > + 4 �;/Iz (t4l tF*w1 f ;A �' �14"�i+j�'>4. ; • ) EltKtrltttltn cr, retell t ptrrCltatMrs>I~. •dirActEat. to :notch waver closet . DIVISIONMASONRY fi11EPt/itEs , �Cr41 ; K i� I f�. ('r.�VF- ��` d4�1 L..► 2w,M!t$a361 t Sty 11.WM�t a ir/.MR'bs ai 4 litleCait i,lytttlr+fg14/ 1 F{ll't S y1M ;SIDi1 i CIAN(kS p 1 /' 4' . • Tub/Shower 0-6 by Dura Glass, �•- , t ft:e s it o be Masonry r s 1 f s t! sty r tan x' ¢r ` + 't " e *+lefty Ar - aSu l{der •S upp I i ed Miopi I st • i All ter pl y p P ,t.i.td. .�1,r'dY '' I.C.4 oa,t', , 1�;` 'type frown $Cheduit or egeal : v*ess , r color to neaten American l r �b ter" i.+di 11,1t11�'A1t"' ��• f��.,.rl �,k *,,. , Standard - �Or1C, i• i�/ti.t-..r)�itr• ,frf > K.+R. A.. r+I(C\-,'"r� �,k ;-''W ,1 t' lX4 ,s;e % . L1+:PTICC. ALM . 4_,' - ,dn . t :. 1 , A:. a. lit''' •;• '� +f .f — — 111 All titciwea at IIaetces to be 1944 Modelyear General EIectrP't or1 �J�, f r' 4i «, -- _ r _ t e p0 equal per ill A8" Shower �, • brick aotors to be specified by T .0.L. Design bap rtmstptt FI-tN18 rLNt+rlx�' ' :TI" adulai- .....a ' sd1' 5-11 or 5-5 by Dora Glass. „ , • t b ' i �' ;•' 1b1•' • ,i +,; •� 4tsM+ssher GSO loop e roc 1 . r '' , . A * W r rl ff.. 4 . Color rd match ,t�, 'y`,,+t'� :��o,.,�U` +l1. '• •„K, gIV16101V n." 0,P.� Li t15+1.AQr� oi • ( 1kl� Aser'N�►" % , ',t;x ' , "' f' (►epee: fixtures determine ed, elty of M I srtl 1riF j0 t�,�� b �r l. ' ety ht fixtures need.e, sere white s 1 , •F 4..'. '1. '„"4'^'' •+ :".'-"II.)A.'i'' -1,:te«',4-4,•+, t .' :Ir.,a tr• J. M i 0, "',e ' •i • .'' '�4 ''1�. , 1n./'','..'r !,`� units occur in building. See " ` �At�pr. Sr+� �S tr. IV .4: �.N` Sight Plar.' fv i f. 3) All control devices as follows ! • �1YISION �1 c 'Stifle PYIr[[��1 . or it Oven a{.1 r J,, . SVprI led by l i ht' Cc,. 'u 1I d b tl r n \ ',..!. .irk, I d c. Utility i 1 1 L Supply utone 11 20t Mel I M9 r t FE' ltd S S1[ leen N�e�. •r , r , F• , +i, Y CP y ir4 zoo CuGuy b Gray. Section A millwork 4 I o n _�■ra,•, ts,.. Plan) 3 t� 4r �,!i+ r f! tb1l ti>3P�. eeriest d i t t ie rmanufacturer'sr J! `' t� eltttsads+ 4efries Tub/Shower 636 V$ Delta Or it6�lt , Bet k , _' �-_T ' riNture to '� " r" • �` t:► � �� �tT,ec�e t' e� ide; �_ JKitchin /tLOCM pelta. t , Y, •t.,.. :►,'1S40.0,t•,•�,' i - :,w.w+ • •, F.ncr. 1 1- I I 1 1 1 11 y v .. t tV'*: • a 3'1 . � f>1►J'I IlAbts tq Cie r► i9it�ta .t! 1_'� ; rI J l I Ib !u er1 /�,U •' �tail,r„te ►- T1104 `ft '4.4.,r , s , .r ` /]]., ..@)l .t Lavatory /x,22 WF Delta. a) Beetle 'and casing to be 2 1/�a ” Colon tet' prei'lnIsP.sdi ' ti '• “lo y;a•� _ z 1. = j- Recess Iy�i�litr + , ` •` �i r , / „ , •1, ,, Lr +.� _ r.,i,�t' t• AA;-0. � 1' ' +.'tl Y to-1 Vut9 1 IT/ , t C e S S I + r ,. ,•1, K 't '•t �','.( ',\�, ' I L ,...,:iy ' T91 -u[ felling �,. .♦:,+ 1 r •1' ,1'�11eU�rt�... All 1 a finish , except l a Nod r u 1 - 1 ', ► _ . d wm a 1 , 3 2 Light } t " SIA„,, �r--1 I to D chrome f I i h , y ; AP Y l l *t,a �, .f r., + ,. A+ 1. • —. ►' + f • err• be s♦Zeeto ,' •"'ill r, , J,� J _ +, ,'tz 111t4.0,01 4 ,x� • FS r�x' • tort r, �'� ,x, '1 i , '.•Ci / r: r�,.e•r �e'e err " •,,,. a �' `���i -f1 t b ��r y�,,w � ,. Q�J/�r. r-t� t'}� fisc d . , + „ ;.. r ,{y t � .. e.• . 'r - • . i • 'SI 1 et.-1.1 tG7 w r i 1 � �' 'K . �/j;�rl }► a �'ti rN+t A t �1,� *TT'rrr UI•l1 __ I 1.1 1 1 l i I i l I b coot. r .,J. , I '+ �t� d4, Cj4 s� jZ {e , �" !�;' d,)j� �)l3", T. G t..0 0 t'.J `,. y, t • +i 1 ft ! k: , z 31 Inttsl'lor t;'lt'stt Shelving to sah>ctru4e�cl p•i "1W11 td` A" - o • • i) 0 y�y� ,�/ ,tom `- 4it --÷-----4--"' ��� �� �� iy h,piTtr linters . '',t ., ' - ... , . a IS1 N 2�: —6irirlr2 M+�•t �ii�"•t�lf`!G ((� GI■f..1� l..jP11 1 i f siZS� per�tefl. , r "'fir i —117-...TI'e'r i 1 ' 1 I J v��' +r 1i µ a' r+ r• f '`' �'`Ky , i I` . 1 -1114..0%-'40-. :4+ 1/'< 7../• Sr 1,wen a` I t 1 1 I ( 1 n t ( • �`T, t/, ,/' ,�N}. i �t r 1 — ' \ •�. • .}lt. fit. �C tc cc .e nR -+-y-•-� a D _ a ,t.♦ + J+� y t ..�' �iIt . .r.'' �4. '�•''�1 't°•,1'� • � rS rr �1. r't,IS ,ti .•�, '? ' �l•t �• , i 1.. Section 1h�ttr iOr Stair Mandrel ) . , r e t i y .��1 ! Luminous Ceiling tett Plan' t, �t 1 • t' IA , „1 r f '+..15 rrf' /1r� } S DIVISION Z4. OMIT 'T • 1 1+1,, , , UI, l 1 I, , 1. li ( 1 i T �' f 1 ,t A. r � , • PAf �' , 'i•'�r'' ; y�T r A n/ .S r .l' • L. .• ,1, t --....-----.......-......---A. .i 1 .'N t♦ I • j , • , Y , . l +' 1 .'K.i • '" I r ,.•vl. - ,r'�.2.s pit,hen Cell Inv T 6 TT6b7,.I,p 4-Tubt 5� , +, ', 0r • � , •) l'.e�j�' �l .11-•• ' '•'ti�rS''y� • `, C.� l� ` y " ' 'fin 1.f.; li• �" , , I) nevem dt"riar atfrt>td stalls rail per peen. ` ;'r+yy _14 , �-� {y ri.•, . =r' ,++_; �,f ' J p 1 .11 Lben 1 1 1 1 1 1 1 Oat. rr 1+ • ,♦ 1 4;,„11x h Tr i .l . , vane Y1 • � .� r i ..,?„4,1„. ; 11�� � I ��,,, �y +' •'� A� I 1 1 DIVISION211: OMIT , ltelllnk L;RI,t l I I Tayhr iT3FtTtif'tiTTn4 i:J 4' r, 1, ' t `. r• ..,,,1,•...f.,,,,• `i �lt>' 'I ,, i,/; l,:...4.:,...T' t 1,,,q4,4'• f Merry **� .4. 1: +.`, G ,I t,; L� - - . - .4.-1-....--..-- I a< 4 t . t.�•.., -. r T , .r, +r-"�t t 4...1 .17.1.:I.,VIA r;4lb. `V 7 2 Z�1 r ►tell 0 be C * cilli of %lin s► i, d 7,,:::,1:i‘.0.:::..''...:.::Vtit:, 1 .� f p 'c oo art 1 dried e d y $ 1-i r 0/ Behest Nutone 'IA 24' ► 9 . i, w111111.4 t=;' Rit,Frn ni . 1 .,/�\ x ,+ , It •� � ', ��: ]( � J] ir r Cabinet Ll,tht 1 l 1 1 I I l , . ii rIugrtfCtnt r ell . 1 j 1' Plfl % . ., l w4 �rr� e.:, : ,..,,,. .....,t,, I,' r JjOlyisloN 26. r RMAL AN . , • ( " ' E• le 12262-1i or.ubT. , kl'' te' ,\4..,. {T,,, •w �►.WE AND MOISTUAll PAOIECTIOM 3) Finely to match neernoir' C1i oort used thiouo! 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NOTES • NAILING AND CONNECTION SCI+_DOLE �Z , __ MINIMUM NUMBER OF NAILS FOR WOOD MEMOS • , y„ LIVE_ LOADS SEXXCEPT _AS NOTED ON DRAW1NGSL� - . ---- `____ _M __.,._ ill' 25 1.65 PER SQ. FT. - - ^�_-._- ._----_____-•--_•.•••• - r • (SNOW BUILD UP LOADING AS PER �,EAIJ • " SNOW LOAD ANALYSIS) CONNECTION y_,_ _.__ - ___.___ _...___ i i 'J • E. FLOOR 1 40 LBS. PEk S(?. FT. • ;ri ----- I 4 t, • d Iv .` WIND ---• U.B.C. BA3I C 25 LBS. PER SQ. FT. STUDS TO PLATES - END NAIL 2-=4d '' • ' SEISMIC U.B.C. ZONE II 1979 EDITION . ' OR - TOE RAIL 4-10d ? . � I Q '�' N TOR PLATES N BOTTOM PLATES f• A�; • • gt + - 1 FOUNDATIONS - SPIKE TOGETHER I•(a/ P 8" 0.C. r - ' Z 1 . ' �OUN�l�TION SIZES ARE BASED ON A TOTAL LOAD BEARING SOIL PRESSURE OF 2000 LBS. PER - LAP INTERSECTIONS 4-11)d EACH SIDE JOINT I 3 l>r.. 11 3. SQ. FT. FLOOR JOISTS (ROOF JOISTS) (CEILING JOISTS) 2. FOUNDATION ELEVATION SHOWN ARE TO BOTTOM OF FOOTINGS AND ARE BASIC BID ELEVATIONS. - TO PLATES OR BEAMS - TOE NAIL 3-10d . . . ` 1.' ` 3. ALL FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTURBED ORIGINAL SOIL. BLOCKING TO PLATE - TUE NAIL 2- 1�1d ••1 - 4. ALL FOOTINGS SHALL BE A MINIMUM OF l ' -6' BELOW FINAL GRADES OR 1 '-0" BELOW EXISTING BLOCKING TO JOISTS - EACH END 2-10d GRADE, WHICHEVER IS LOWER. BRIDGING TO JOISTS 2-IOd 5. ALL DISTURBED ;OIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION TO CORNER STUDS 10d @ 12" O.L. 2 NEAT LINES. ?X LAMINATED BEAMS 10d 0 12 1 8 B STAGGERED E. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2' -O" HORIZONTAL TO 1 ' -0" VERTICAL STEPS OR SHALL BE SLOPED NOT TO EXCEED 1 VERTICAL TO 4 HORIZONTAL PLYWOOD SHEATHING 1/1" INDEX 32,' 15 (OR) U7 WHEN APPROVED BY THE ENGINEER. 1 . ROOF SHEATHING 5/8" INDEX 32/16 �' AT EDGES OF EACH SHEET & BLOCKING & WALLS 8d 0 4" O.C. ' , • • Z CONCRETE - CAST IN PLACE AT INTERIOR OF SHEET 8d @ 10" O.C. 1 . -Na ( NSR TT-SH I DEVELOP A MINIMUM 28 DAY LABORATORY CURED COMPRESSIVE-CYLINDER AT BOUNDARIES OF ROOF 3d 04" O.C• 5.7._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/lbR 4,4 OI ?. A MINIMUM OF 3 CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH 100 CU. YARDS 1)F AT EDGES OF EACH SHEET, BLOCKING & WALLS 8d 0 6" O.C. EACH CONCRETE STRENGTH. CYLINDERS SHALL BE TESTED AS FOLLOWS : 1 @ 7 DAYS; 2 M AT INTERIOR OF SHEETS 8d 0 8" 0. C. •- DAYS. AT BOUNDARIES OF FLOOR 8d 0 6" O.0 Z �- ,3. CONCRETE CYLINDER AND TESTING SHALL CONFORM WITH ASTM SPECIFICATIONS. APPLY 1/4" 0 CONTINUOUS BEAD OF 3M4314 CONSTRUCTION ADHESIVE' �O TOPS OF ALL JOISTS, d • 4. CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE BLOCKING AND PLATES IMMEDIATELY PRIOR TO PLACING PANELS. y / PRACTICE, 1976 EDITION, AND SPECIFICATIONS. r ' 3. WAIL SHEATHING 1/2" INDEX 24/0 BLOCK ALL EDGES WITH 2 x 4 FLATS + AT EDGES OF EACH SHEET TO STUDS, 0 BLOCKING & PLATES 8d @ 4" O.C. f' AT INTERIOR. OF EACH SHEET 8d @ 10" O. C. LIGHT METAL PLATE CONNECTED WOOD TRUSSES 1. TRt1S-S S HWLF [.ZrO�1�LY W TH U• �. TANDARD NO. 25-17-79 AND ALL PROVISIONS OF THE AT BOUNDARIES OF ltAl_L 8d @ 4" 0.C. DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS 1 PLATE INSTITUTE TP1-18 EXCEPT AS OTHERWISE NOTED. 1/2" GYPSUM SHEATHING BOARD 6 BLOCK ALL EDGES WITH 7_ x 4 FLATS $11l GA. X 1 3/4" X I/16" HEAD 6" O.C. 2• ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL BE MANUFACTURED DIAMOND PT. GALV• NAILS @ ALL STUDS, TOP & BOTTOM PLATES & BLOCKING 6" O.C- BY AN APPROVED MANUFACTURER. 7 3. MEMBERS SHALL NOT EXCEED A LIVE LOAD DEFLECTION OF L/360 JR WORKING STRESSES FOR THE A f;RU 5d COOLER NAILS 1 1t 1~ APPROPRIATE MATERIAL UNDER A TOTAL LOAD OF 40 PSF FOR ROOF MEMBER. I/2 (JYPSUM W LLBO 4. TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH REGISTERED BLOCK ALL EDGES WITH 2 x 4 FLATS 6" O.C. O ALL STUDS, TOP & BOTTOM PLATES A BLOCKING 6" 0•C• iL t� _� PROFESSIONAL ENGINEER'S SEAL. SHOP DRAWINGS SHALL SHOW CLEARLY ERECTION PLAN AND , , ALL STAY BRACING FOR TRUSS COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. "� 5. All CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER 5/'3" GYPSUM WALLBOARD 6:1 COOLER NAILS ((� AT ANY MEMBER OF 2000 LBS. AND MINIMUM SIZE OF PLATES OF 3" x 5" . BLOCK ALL EDGES WITH 2 x 4 FLATS 6" 0.C. �' , @ ALL STUDS, TOPS BOTTOM PLATES & BLOCKING 6" 0•C. 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH 1-SIMPSON H1 CONNECTION AND 3 - 10d TOE NAILS UNLESS OTHERWISE SHOWN. • I 7. DOUBLE JOISTS UNDER MECH. UNITS UNLESS OTHERWISE SHOWN. OTHER WOOD CONNECTIONS MINIMUM SIZE AND MAXIMUM SPACING • PLATES TO CONCRETE FOUNDATION WALLS 5/8" 0 x 10" A. BOLT R 4' -O" 0•C. GYPSUM WALLBOARD AND SHEATHING BOARD PARABOLT CONCRETE ANCHORS , • 1.._ 645-011 WALL-040 gig COgr11 1 TO ASTM C36-75. 5/8" 0 x 8 1/2" 0 4' -0" D.C.2. GYPSUM SHEATHING BOARD SHALL CONFORM TO ASTM C79-75. • 3. GYPSUM NAIIBOARD, SHEATHING BOARD SHALL BE A°PLIED WITH STAGGERED LND JOINTS AND LAG BOLT INSTALLATION: PRE-DRILL HOLES FOR LAG THREADS 1/2" 0 BOLT = 3/8" 0 HOLES .E NAZI :D A . LIP SPECIFICATION'; AND STRUCTURAL- NAILING SCHEDULE. 5/8" 0 BOLT - 1/2'' 0 HOLES • 3/4" 0 BOLT = 9/16" 0 HOLES rts 1 FRAMING LUMBER SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLING WITH WRENCH ONLY. 1 . Ai ( f'1AMING LUMBER SHALL DE WESTERN WOODS GRADED TO STANDARD WESTERN LUMBER GI�ADI9r; CONNECT ALL BEAMS AND JOISTS WITH SIMPSON HANGERS TO DEVELOP STRENGTH OF MEMBERS. rM • PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD. AA. � . R•I'.t � r�RO. A. EXTERIOR WALL '�f 1111`, ,p� pr N+J. ; ) Fb ,- 800 �,.Vr h, OR STUD GRADE ) 1r 1 385 • .1) E - 1 ,500,000 ,. GENERAL E. INTERIOR WALL STUDS __ • , STANDARD OR BATTEN ) Ell - 600 I . GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. lit OR STUD GRADEFc1 385 2. SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL, TRUSSES. AND SHALL BE REVIEWED •^ ) E - 1 ,500,000 PRIOR TO FABRICATION. C. JOISTS 3. FIRST FLUOR SHALL BE PERMANENTLY ATTACHED TO WALLS PRIOR TO BACKFILLING AGAINST NO. ) EN -, 125(I STRUCTURE• . D. BEAMS 4. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES UNTIL THE ROOF AND WALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. '' Fb 1350 5. ALL CONCRETE JOINTS SHALL BE ROUGH TEXTURED WITH 2X KEYS AT CENTER OF WALLS AND FE ] - 385 SLABS. CONTRACTOR SHALL OBTAIN STRUCTURAL ENGINEER'S REVIEW ON DETAILS OF ALL •1:11 , F 1 ,€00,0+)0 CONSTRUCTION JOINTS PRIOR TO CONSTkUCTION. 6. GYPSUM WALLBOARD IS USED ON THIS PROJECT FOR BRACING OF THE STRUCTURE. CONTRACTOR F . POSTS TO PROVIDE ADEQUATE BRACING UNTIL ALL GPYSUM WRELBOARD HAS BEEN APPLIED AND FULLY i NO. i ) lb g'(1 NAILED. __. ) E - 1 ,200.000 I . BLOCKIr PLATES BRIDGING ) Fb 600 STANDARD OP BETTER 1 . OR STUD GRAPE. ) Fc ; 335 ) F 1 ,500,00( r CONCRETE REINFORCING STEEL All MEMBERS 3k OR LESS (LEAST DIMENSION) SHALL BE MAXIMUM l�)t '�UISTIJRF CONTENT. 1 . Al.l il IN'� �FL FORCUNCRf:TF SHALL CONFORM TO U.Q.C. STIt;JUAROS N0. 26-4-76 3. PRU'JIUE SUL1U (3LUCY.IN�a (SAf1F OPLTN OF 4Ef1BFR) AT ,all F'OI"lT5 OF BEARING AND 1 x 4AriO5 GRADE 60 FURALL. C53- - • (11)BPiDGifiG ;� t?' -0" O. C. MAX[f1UM• '. All. INGSTEEL SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH Ipsoo ••.•4. ALL PLATT ., hNO IEDGUS IN CONTACT WITH CONCRETE OR MASONflY SHALL BF PRESSURE ACI G MANUAL 315-80. 1 •REAT D. 1E(1f;l:R ;•tAv LE SEPARATID FF+Or1 CONCRETE OR MASONRY I;ITI; 3'I LB. ASPFIALT[C Fft.T , - ' � A. NFORCING STEEL_ SHALL BE ACCURATELY ANDSECURELY PLACED.;) DOU[tLl ail JOISTS WriDF_F! Al_t_ PAPA! LEL PARTITIONS. B. CING SHALL NOTBE BENTORDISPLACED FOR THE CONVEN:FNCE uF6. t OR NAILINN SEF SCHEDULE AND h!�.1WING,S• RADES UNLESS APPROVEDBYTHESTRUCTURALENGI!�EER.C . COVER FROf4 CONCRETE SURFACES TO REINFORCING STEEL SHALL BE: • vi5 a . �yJ PLYWOOD SHEATOING 3" + 1/2" TO BOTTOM OF FOOTING • �w� I . ALL 'UYWOOD SHEATiIING SHALL HF. CU GRADE, UNLESS OTHERWISE SHOWN, WITH EXTERIOR GLIIL (5 irAiJl1F/iCT�JRE_D IN ACCORDANCE: WITH PRODUCT STANDARD PSI-74. 2" + 1/4" TO EARTH FACE OF WALL .• . ' A. ROOF SHEATHING I /R" 5/8" INDEX 32/16 1" + 1/4" TO INSIDE FACE OF WALL j. B. DECK' S 3/4" INDEX 48/24 T & G ;;; 2" + 1/4" MAIN STEEL BEAMS AND COLUMNS r �.+ C. FLOOR 5/8" INDEX 32/16 i J • J. WALLS 1/2" INDEX 24/0 ► 3/4" + 1/4" SLAB TO TOP AND BUTTON SIrRFACES •• .. C. 2. PLY400U SHEATHING SHALL BE LAID WITH ENU JOINTS STAGGERED• ((3. BLOCK .ALI WALL SHEATHING WITH 2 x 4 FIAT BLOCKING AT ALI EDGES. E• LAP ALL BARS A MINIMUM OF 36 DIAMETERS EXCEPT AS OTHERWISE NOTED. - 4. NAIL AS E'ER SCHEDULE AND DRAWINGS. 1 • (I 5. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN ' -0" . �__ .46m.) N . . , . . •• . . . , ,. . . , . • r I E 15 t I s. :, .: .. .. _•...,►. . .....,.., ..+.+Tri._ .........., ... „,,„ _ , , ,,,,,,,,,,,,,,,,,,..,,,,,,,„ tr.- . •.. / carry ..►- ' IIIvII 11i� ; 1i 111I11� � I�IiI �I�III111 VIII IIIIIII IIIIIII II1I111 VIII I IIIIIII VIII I IIIIIII 11111 I IIIIIII VIII I V III � � IIII I�II�IIII�IIIII 1111I1II II11 �11 IIIIIII VIII I NOTE : IF THIS MICROFILMED I 11 I 2� - I 1 I 41_ I �l I VI - I I .Tl �I �b1 ---NIH �l 1 1. DRAWING I5 LESS CLEAR THAN 1 L THIS NOTICE, IT IS DUE TO SHE QUALITY OF THE ORIGINAL r - - -- - - T' ---T- - _ �71' __-- -__-.,Hr; £ L L L L Z 4 L �L L�L Z l L Z i l Li i T i Iii [ I t l 8 )if L 9 !: L l-1.m if 20(11XbRAWI1IIIII III I I I '� IL ,!I� IIS►) I '11 II II VIII III VIII II tllllllll ILIIIIII�IIII�IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII T IIIIIIIIIIIIIIIIII II II I If III 111111111111 I I I I 19- I I .III• IIIIIII ► I III II II III IIT Illllllllllllll ILII IIII IIIIIII• 1111 II II I III► ILII IIIIIIIIVIII I IllIIIIIIIII II MAY 23 1990