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I�! tlt tll tltitl ! itlt t11 tltlt I - 1 ( NOTE: IF THIS MICROFILMED � 5 DRAWING IS LESS CLFNR THAN i THIS NOTICE, IT IS DUE TO 00 THE QUALITY OF THE ORIGINAL I - - t - t DRAWING, Z 8Z .� Z 4Z Z 6Z Z T113 OT. 6i fl L'i1 L'I i [ I i 6 iK G �9 � ► 1 ,. ,•illl .IllI � , III � � I II �, ,,,, II I VIII (IIIIIIII IIIIIIIN � ,VIII � IIIIIII� II 111111 IIIIIIIIIIIIIIII111 III11 I I IIIIIIII Ilillllli IIIIIIII (IIIIIIII 1111111 I MAY 23 . ) 1990 "` , �' 1 ' t:•—f .�.a�" ff--, .. •rJt'is w v\ jM!r1.•T4r+l1'l *�+��j*v;"�;` Mp�,� / t • •, j �, 1 �1'► \ • ,�1{�r Q •',11;;�'I�'j�{y�('1-Y m r l �r..7• i ./ 4 �, , `/' ' �.. , ••.i• •fir •�'+ ' /rte 4'1 .,� +� �,• r 1 ' , � p�. � ^ '1 r: ..l .,.;p �, r, , i'1 ' \ ) ♦r1 r rM .•1 *it ti + , i`. d '\t l'fl • Q rr\r• L )14 ,r •,.. y]♦,. ��w .� 1 4�, , , , , ♦t" ♦, 11 ','•1 " .. , iy „1 •� 7t:�v"1� •I' f. r r � d 'j , r� '� !' ,�, ,bl{' � �' •,S, t� InF F'�A' ''�1n1�j. C� 111�11�11�(SS � ` ,.• :. :r •� l , f �1.., / • I. f 1 , • 11 -'i.,,• `r 7�1 ��.,t '•-.M, f. � •'� y Lf`• +1�' 0: t � '1• '• ',�1.. •r e i ;,, Y .l �"r,,. r-•• � ,��1.. ' ,, '�; .. •� 1. .'. 1 r+�' . •1 1� 1• N, ..' ,: I t, �:- 1, t ••� '� j 1 •1, � ` ,;/(Q}.[y_',{� 1 1 .�• ', r:I• '14 i'{,. I •� � ' ,_ , �,•�, . '' r ,.. ,, � r ,. '� •�� 1i ,f� 1. 'i�� •t 1.J r ,. . � 1• +' C/T, p?iir /�' ,'�,' � d f.•� Ti CoA^•V Dftfll, h �� i e �• \ r' : y i ,; , . r, ,f ' . .. '"�'1 i 1 � .1 1;.;♦ ,,•r 1, fYy 1.,l� , '>, ! r'r r. . .♦ , .. � ,•,,. { �� mill �irelre t ` Ir . 1" _ �• •�'r .'' 1 T l `` .r it v' j M, l Y. \ ► �Malit IA � I ♦ , , � r11s'� earw ta } f:. " t ,f r ''., �• / .1 ; }� !• sr ,:' - .•�. ' a• ♦, L le er • •� r + ' y ~1 ,''.•+' : '•'`'' .' "�. hK�r t�l1l'.� ; . ,/ - •+J••,� y1', ` `, ,4 i Chas" rr� Owl WI► � as the osthiMe tlw�r 11t1 Niter rimier ttpsc i f Iasi in �, �� 1i!I��i�6►� 'Mr for an-�ra1t d''FM�1�ic>�ir tgp, .�1111�r�1s'� ,� , , *�;' '��. '�t� b *r r r c.�r... ,, . 1 r, �' I t lope4+! lie"tllill��} v�`',�'l►' , tlirel end IArFit�q ped 'drai(ii�1► ie rr 0. " GENERAL' C OND 1 T I Ohh S �' f1M or >� omissions,, tuatar I 1 alar te,�w, - :", 'els �' Y QO>t Mid b , 0W trout t I dOC ns a 00 to reed less i I a 4'p a $t a ,rn t r rs It er t the+' ew+t t e t l eat► ' I>Nnlr t l tus<<eAs etc, M� '� , • f hl�'+�ien, a �tth� 1R r, thOte�• w l t�h all }tom l TAd Eeiheatito 0" hlrc Ilt1w, Oe�e►tsats+E siloYtaMatln pevelle�eleapt, Car3p ''► • i: .�� AI h +iplii srfllii ttNKiM' ie� will w pp( "ki Ifir�1 Mi/'t6tf�ja tel is trya�Kt• i . t .,, A,. �'u' f' �!' REV I EW AND ACCEPT S I TE P C I 1 TSI ONS M111 be slble to Verify tete a1Mr6,herder r""Or for toot M' .�o'� � „ . 1 . ♦ .. Aa' 1�! r,t.d'*ri11� fir 0 0", r ' f �' V ,, r"7..w''�ap�0ir�, r 1 low core fp.ftlF'VIO J .. • - 01 th the sltl 4 entrester. ' .r :, • 1 ,, r'. •i . ',• 'r ' ,• • , ., ..,l• .� ',v ,' v' • , tI 1"t'h ' M0s�r It will be the underst ing of the owner, Tualatin DevotopemMcgnpeny ' '' 11j1 , • t v111 r!'/IMI• j 'r . , ��/ loopre� be 40"614 i*teel trr+ti104e 04 'freae Ir,<M..� i /' \. • l . 1 , tlfearea., � � f ' s\ • � , 1 ��_-R'�4 Zi that the subcontractor as convietly retvleAW and kas oceepked art Can- TAe CaitutttstR est Mp�/twent al" teratstlw M1►olenpssawt e►111 Na ty+Mettsl►le ft11r • ,struction documentts (p�13h* , splec1f Isations,` scope of work, ett.) and the 1Aw0WO Of the Chits" Order to the offsg4eid subcontraltors. ! louw e d valid proposed roject fete time of bid submittal . • • A r e0*2 astI 'hdM 'le�� t �N br M ti1N� i JiglM N traresi t ,ei,�q }M a tc�►- !"bcltAt boort '•`� l I 1',. �►*t1e*;'M'5t�Rk she 1M pps.:I Mt 411th ys. , ibglo+rhtslerin>, � '. . AVAILABILITY OF�PECIFiED ITCH ' c VeMsf(R, �. uMt�t at t4r shaft l ' ..... �_ r----.-.r s t o r M ►s resent 1 b 1 s for 9r�•+Os " t t i Gad 1 n nQ p acerb t f Unit Entry Dogra 1- /4" sotid'eom fere iii with i �s + `"" ►. • Subcontractor wIII verify prior to bidding that all specified Jtoeaa will be w Of all Bolts . C800otters. omheirs . aW other rte• a:ed har"re. 3 I Sum 111rch Veneer 1 ler ewte►d Mitek evellable in time for installation duMng orderly and timely progress of work. cessNtraatlor will Protect all comrett bore prometure eirylr►g. vandals, t 20 minuts Jambs) icestal l erlthl AE S I GN CIF 1 CAT I ON S f rose l wg, !rhe h4 rwf erl effedc t s e f wee c her. j r self closing hiAgers. unless In the event specified Items will not be so available, the subcontractor will Ir0 plesn` FULLY notity the %sign Department of Tualatin Developarant Cr,rnpa.ny prior to b!d H Concrete shall be.sechia/ritatily vlbratsd su// iciently during pour to 1�sTT t " t yrs `p 2) Oemrs and froma& to be refinished to match finished interior eellhark us*A t submission. 01EfSION 01: OMIT assure a const tent mixture thea h6ut I, a �) Exterior steps will be owistreeted with a mint le " r width throughout project. �` All costs of delays )*Cause of non-tw41iabi1ity of specified Itos�p, t0htn such �� Mvm S tread dt seed a hoax 1 eget 6 k riser Wilk• P.rov I de all l door iris r dwa r e a s s delays coup have been avoided by the subcontractor , well be back charged as - DIVISION 02: CONSTRUCTION OOCIMII'NTS S) pacified in Division 38. boctiext t, le>feyln. r�Y necessary without any additional cost to the owner. 4) Subcontractor to se�ply complete color and finish umvies for selection to Section A - Civil Inglnes►lrt9 B the Qsaa7opwar►t a) IleWs will not 4xc0041 a tAxlWAN ricape ratio .of 1 : 15. ti't's Desiget Department Cf Tualatin Development C-w-pea,�y fcr approval prior ' + � j to productloo.INSTITUTIONS OF SPECIFIED MI1Tf;RIAIS • ,� '1� ,j, •'' 1) Plans and Specifications by: StructtWel E Irewerl patio a,t0 wth.we surfaces to be ex .� Proposals for substitutions of materials equipments, �'' �) All arterior y posed aggregate ata with opo q potents, and methods will be - '�hr;l,_ GGIJ.`.�r%�7`�.r�;1'`� �N�• emoan► coat surface finish. � 9 ;i`� 1 `:�� , considered only when such proposals aro► accc;ii�,alnied by full technical data polo feller Cogirtaora DIVISl0h1 15: GLITTER AND, VENTILATION ` and other information required to evaluate the proposal . 1/1,0 Ir S' ' � ' TT' A� =��-� OIVIS1011 pots: OMIT LATION t; oP F 1 JQA IN..V. lake bores t 0S 1t. �•:-� r�. �, 4=i Zz 3 Lake AsW"oA anode* - - - - Fropotals for substituticps will be submitted to the Design Department of SeCtien A - Gutters and Douinspouts Tualatin Developl�it Company 1 063) 6 S-111ts (" 4-9t4� 11111S1OM 0�' FR�411111G MATERiAfI 1) Provide all gutters and downspouts shown on the drawings enol specified r.� herein , complete In place , tested and operating. Do not substitute mate) ials, equipment , or -not hod 9 spec if led unless such Sea.tion A - Frasming Material `� substitution has been approved. 2} A11 gutter and downspout materials to be 26 gauge galvanized sheaetmeetal . �` Sectlan B - Architectural Plans t Specifications 1) All Iwober Is to be well seasoned, air on kiln dried of uniform. moisture CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS Contaant , free of dryrot . twists or splits and sized per pia.:. 3) Getters to be 5" 'K' style facia type mounting directly to end of truss tails. 1 ) Plans prepared by: �• Should an conflicts occur in or between construction � All 2 x 4 studs to be standard or better grade Coast Douglas Fir. All 4) All materials to be printed and ready for paint . t � y eioptslteen t s the order r of precedence shall be as follows: Department c Planning t Design framing lumber other N1sn scads to be /'2 Coast ftuglati fir. 4tL'%Q0"' " Tualatin Development _ ' �'�p y so ye .�•JI •Coest-bouglis Fir. S) Downspouts to be connected directly to storm drain system. i 1) Genera! Conditior'a 15300 I.W. 116th Avenue 3) Prssbure treat all sills , plates sleepers ,pees , nailing blocks, and ends of studs 2) Specifications Tigard. Oregon 9722 and posts in permanent c..ntact with concrete. 6) Downspouts to be installed, Ifer plan• 3) Scope of Work �• 4) Large Scale Drawings (Details) , ' � • (503) 639-3 01 4) All, lumber delivered to project site to be stored 6" above ground and pro- 5) Small Scale Drawings tected from weather. 7) Downs 6) Project Field Superintendent pouts to be always installed plumb without offset . Section C - Landscape and Irrigatton S) Roof and wall sheathing to bt �" 4 ply D. F. C-D grade exterior glue plywood. Section D - Ventilation t 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: ' proceeding with work. 6) Flooring at upper level to be 5/8" Plywoodi) Ven[ all appliances , directly to exterior , per plan, providing any required subfloor, naflei and g►usd'' damper systems per code. Pe Wo with t h/2" 1 ightwelght concrete over. a David limreeerwean , Landscape Desi ► • Terra-Sol Landscaping , Ltd, � 0 Units to be wed is roof vertically r FIELD SUPERINTENDENT Tualatln, Oregon 7) Provide J" D.r. C-C grade plugged and sanded exterior glue plywood at all inftallesd tight b �'as� Iwtajois s per fplan. a� Si art Into roof �a>ckws or between floor joists per plan. roof and deck overhang e>txposures. No Tiialatin Development CorAuany will have at the project site, from start to (503) 638-3017 8 � 3) All vents to be properly flashed and caulked to prevent weather Infiltration. Provide al , fireblockin as required finish of construction, a responsible superintendent acting as an Authorized 9 q per Cade. � Agent of Tualatin Devel4pgsent Com,' Inv , The superintendent shall be on duty _ 9) A11 SimpSan hunger/ s sal l use 16 Peenny Ceammen Nalts ' 4) All venting material to be galvanized sheet m+e:tal . Exposed surfaces to be duringall working hour . An instructions or notices iven b him shall Section D - Shop Drawings , Product Data and Seep painted to eaesteh material directly adjacent . g � Y 9 Y P 9 les DIVISION 10: TRUSSES have the same importance) as if given by the owner of the project , Tualatin Development Company he • roject field superintendent shall be responsible 1 Shop Drawler s shall be 51 Vent attic area per code with continuous ridqe vents and gable end vents P .1 P p ) p g prepared and submitted by subcontractors Section A - Trusses per pian , � for general on-site supelrvision, scheduling, field work .�thorlzations, end specifically , but not necessarily limited to, the areas of work _ 1 approval of work prior to payment of the subcontractor, listed: a® P 1 ) Provide all root trusses c-oetiplete and in lace located and sized �.` SUB-CONTRACTORS p Per plan . Electrical +bs O k 2) Trusses tb be constructed with pitch per plans. (n 0., Trusses a MM All subcontractors must mope prior approval of Tualatin Developmttnt Company Cabinets Subcontractors are expe4ted to be accl>mplished craftsmen of their trade with Plumbing (if required by permit) 3) Trusses to bear directly to top piaite of exterior weils , per plan. Toe DIVISION 16: ROOFING a reputation of being able to complete work within their specified area to nail with 16d nails at each end once tie to top plate with rears) hurricane the highest quality of their respective trade. Subcontractors will supply :) Shap Drawings , Product Data , and Samples still be submitted by the ; clips' Section A - Roofing f� C� •" to Tualatin Development ' request references, rzpresentive work , securities, subcontractor with reasonable r ) Truss supplier to submit detailed shop drawings and truss layout approved promptness seed in such sequence as by a registered engineer to the Design Department of Tualatin Development �� ' O 6: •" and/or bands as require. Tualatin Development Company reserves the right to cause no delay in the subcontracted work, wpirk of the owner . g P pmient 1) I��I►'kt to be �-- ie. �� h��i Cern as manufactured b Bird end Son or Company for apprr��a) prior to fabrication. Trusses to be en ineered for �' Y "Q3 to reject any subcontractor upon failure to satisfy requirement necessary to or work of any other subcontractor , r O equal . � �V• 25 PSF snow load. 1 , PSF dead load except at rmm) prove .heir aDi I i ty to 1►erform work specified. to Min building structure which shall be designed for dc ift�s atteehe,i � G9 3) The subcontractor shall submit Shop.Drawings , Product Data, and vat 1 from 65 PSF � � g 01 rte load MATERIAL PROTECTION Samples to: varylog }scant to mann structure, to ZS P;F at Z0' out . DIVISION 11 : FRAMING LABOR . •� 2) The shingles are to be delivered to project site in manufacturer ' s original The subcontractor will a totally responsible for storage and protection of Tualatin development Company Section A - Framing talose 1 O unbroken package and shall bear Underwriters Laboratory, inc. Class 'A' label . C'1 all materials and aqui ani related to their particular division of work. 15300 S.V. 116th Avenue No credit or compensation will be allowed by Tualatin Developmmt Company Tigard , Oregon 97273 � All Shingles must be a� li for reasons of theft or damage due to vandalism or weather to materials or 1) tract interior and exterior wells so as they are plumb, straight , free of 1� 9 pp ed in strict accordance with manufacturers dsvistian to lam and latest printed specification by an authorized installer . equipment left unprntec ed. The subcontractor will be responsible for pro- Attention: Vlad Voytilla P eeltwre within a tolerance of 1/8' in any dimension. , Lection of materials an work performed by other trades. 2) Framer to mile+w a 14}" unobstructed clearance between studs for 4) Roofing to qualify for protection under manufacturer 's 20 year warrrnty for 4) 1y contsubmractor Shop Drawings , Product data, and Samples . the sub- installation of optional medicine cabinet at each bathroom wall adjacent this product . OWNER SUPPLIED PROVISIUIgS Contractor represents that he has detereilned and verified all to vanity mirror .materials , field measurements , and fil!1d construction criteria 5) Subcontractor to supply to Tualatin Development Corr\�,�.• manufacturer 's Tualatin Development Company will be responsible for and ma;ntain the related thereto, or will do so prior to the start of work , and that , proper operational function of the following: written warranty upon completion and prior to payment . he has chocked and coordinated this Inforraatio�l contained within such DIVISION 12: WINDOWS submittals with the requiremlents ,�f the work and the Construction —' 6) Color to be Highland grown per manufacturer 's standard co•or selection. 1 ) Temporary toilet foci 1 icy Documents. � � , Secri A - Si idin Windows Fixed Windows Patio Doors 2) Temporary water supply for construction purports. 4^ 9 3) Temporary light and power 4) Temporary heat , as and if required . 1 ) All sliding windows , fixed windows . and patio doors to be aluminum frame as DIVISION 17: SIDING MATERIAL DIVISION 03: PERMITS AND FEES 5) Job office with telephone and space for storage of all _ — manufactured by Mi {pard Manufacturing, Inc • , or equal , per the following �� construction documents, Section A '• building Permit schedule and sized per plan . Section A - Siding 'L� It will be the subcontractors responsibility to provide an and all iecessar Sliding Windows 1100 Series 1 ) All exterior - idin 1 `" $r a-t,r ecedar bevel siding. Le Y Y 1 ) It will be the responsIbIIity' of Tualatin De, f.,Iamw'nt :,o-y-, n to g g to be / x ±� QL7 equipment , tools, materials , skilled labor , etc. required to perform and obtain and for all required y Fixed Frame 700 Series 0r� WY q permits and T:,vermwental fees , finless Patio Doors L 0 Series ) g pre-stained prior to inSLallation. satisfactorily komplett all work relative to their particular division of 5 2 Siding to be otherwise provided in the contract documents . work specified in the construction documents 'For this project . • +� 2) All windows to be double insulated . DIVISION p4-t,j: OMIT Q All windows to be "uurab►onze" finish per Milyard Manufacturing, Inc . MEASUREMENTS _ 3 specifications. Section 6 - Cedar Trial Before ordering any material or perform any act of work spseified in the 4) Provide tempered glass as required per Code. 1 ) Provide 5152E grade or better Western Red Cedar siding and laced r 1 construction documents, all subcontractors will verifyand a P per approve all field DIVISION 06: CONCRETE FOUNOAT ION �l KEY{✓ if�4K� �Oltit✓IZ <JNITS �� , plan. measurements relative to their division of work for this project . — "'-- -- l t L-7 Section A - Structural Concrete -x) trim to be paiwtb�d per division 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 walls , footlnQs , and piers reinforced f field conditions prior to execution of work, and sized per plan . All concrete well be constructed so as to not fli J exceed dimensional toler'arr_e of •/- 1/8" In any measurement and poured i u shall ct the assumption of Tualatin Uupon t!'Met Company that the level and true so as not to exceod a tolerance of ♦/- 1/8" with respect DIVISION 13: ExJjR IOR DOORS subcontractor .approves field conditions upon rho! tomsmencement of work. to the specified grade. DIVISION 18: OMITNINE Tualatin DeveIopment Company will not allow any extra charge or cowepensa• ection A • Metal Entrance Doors 2) AlAll concrete forms will be cleave well . prepared and supported. Concrete a tion on account di differences between dimensions Indicate/ ext drawings gs and shall be sufficiently mechanically vibrated during pour to assure a cern- 1) All compose foyer entrance doors to (N /2p8~ 01VIS1 12: GARAGE DOORS ..� actual Held conditions without authorization prior to start o/ work. slstant " howtogenous mixture throoghout . Thermo-Tru as 0 nufactured, by Lake Shores Industrlas of Toledo, Ohio, in ' - accordance with menufacturers latest written specifications and sired pdr I ) Provide 9 0 x 7,011 1/4 sectional overhead Knoghtex woodorain flush panel r. > . i*r )) All concrete used shall he lltlw pre>fadxed or trans+t mixed with • plan. garage doc3r as manufactured b Crowford Door Company . 'r corpresslve strep t r y t y , Wl,a UYII+I Oregon. or coal . f 6 Of `' 0a.l • a t 2 8 days . ' 2) flttratets doors to be equipped w th Inswl 2) Doors to be installed with torrlslon hardware. ;t ` � t+g style sell with threshold and 4) The subcowtr�ta,t' shall be respond lble for proper sthing and placement coulPletely weotTherstripped. , v4 a 1 1 belts , corwtec to r s, anchors, nd other related ellardware. Sub- 3) Exterior of drsors to be Minted , Interior of oleate to resriceJvt erne tact of contractor will protect all concrete fr�)m prwatwra i wood sealer. � nV. vaAdals , froozing &W harmful effects of weather. 1 uq • t;, t'1)iANOW Of,�r w bg pe lated p*r d 1 v i s i on #34, Ah MINNOW T i Ill Ill Ill Ill � � � Ill Ili Ill Ill Ill Ill I � Ill III ill Illllll III Ill Ill Ill Illllll !II Ill ill III III III III Ill I � � I � �I �(il � Ali � I� � II �III � II--� ill iii Ilil � li ill 111 lllllli 1 1 I1 � I � 2I I � 3I I X41 I � �I � 9II I 101 11 12 NOTE: IF THIS MICROFILMED ` l --_ -�— l- - - —_------ `_L— DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO 'HE QUALITY OF THE ORIGINAL i - --r— -- - --1 -- - ---1 - _ -DRAWING. 19 1; Z BZ LZ Z 4Z Z Z �iZ TZ Z 6 s31 1. 1 �i i 1: b)1i tol [ 1 ( 1 611 tJ L 9 9 t e '1111 1 ,r1.1 .III IIIIIIIII I I I I I I'I ' ; 'ISI Illllllli �IIIIII lillll� VIII II IIIIIIIII 111111,1 IIIIIIII III�IIII IIIIIIIII�IIIIIIIII III�� II IIIIIIIIIIIIIIIIIII�IIIIIIIII., 1,\,II��IIIIIIIIIIIII�IIII IIIIIIIII ►III ► lllllllll illlt IIIIIIIII Illllllllllllllll II�►IIIIII►IIII►IIIIIIIIIIIII IIIIIIIII IIIIII.IIIIIIIIIIII .II MAY 23 1990WINN& i e t t �r' wt. Vt•',lT�w'"T . 'i!y• ��ty .� � ` rt�T/e'��t�.tg��•F�M „ � A.t:,��p �R.'it!!`��t!Ur'?"("�A1TP }NII �1�, r•w • 1 , .•�I •J"1_. :: , ,`��,�' , �� •` ' ,'rjT^,,•^v( ^ , ., r . •, * 'i, )r t ',• �, 1 t1y r' . , i r ' i �•'�r �•'tl'r' r 1' 'r'�',�k 1� A , frr til,. ,`' t , _ , � •, •'' � .. � �• , � ^ 4 , ,>I l'r VISION 21 . WIRING Section Y - Batt Insulation . ' ... ti , ; . M� •,.,`. wa. • v; Sect ion A - f. lwt trlc:al Wiring „ , ' -•` 1 1 P Y 1 Op - P {AIM A14 110A1�. CprM >' r idleI! �M I RAOR9 t MAROt1ARE . 1) Provide all batt typo Insulation with Kraft. backing as shown on drawings 1 ) Provide eiect.rIca I sysrem as shown ext drawings and s and spetlfired Pterin, • . pet if ied herein , UitLQAA, r , 141 r r'ors . •,,/ comp,rte in place , tested , isnd opearatirlg including but not necessarily2 All insulation to c t v r ) o/tply with State Cade Requirements for appllcatio+t 1) ' islet to Ito• A1feritar4, �/tllt anrr,i 1�. ; ' t I) 3J 1466 flan Olass mirror free ff defMtsa. lY: limited 20 all sero ce , breaker pandls , -ter base , outlets , switches . shown on drawings . • 1 fights , 5ultrs , and wring required , der State and Intal codes , 2) irel'orf to be selected f A 181"r�tt 4R"o,tlNlactAims.' 2) EdIps to be pal 1 shed. " 3) All interior conmmm wall to be insulated with 31" thick mineral wooi Batts. r 2) 125 A.'P meter ease , 125 AMP panel and 12$ AMP service. ) j) Klttbon aaA ►etMnaOar • 2 er 'Oft �.4ft S, WWMt. Site and location per plan. 'T (�ViCF;tiC.t1 MG�UrJ'C' G'►1 ,CDfJvDr11(�IUWi6 - hl.Ua•l� � �� ,V , 4 All exterior wail cavities to be insulated with Fiberglas batts. 1 r � 3) furnish and install alt bathroofrr verUl /light/heat units as requjrrd. �) All other room � 11 �� 1�ttlrc' 11�titelWit►'�i�j�ll,, , .. � lrpet{on i - hardware Nutunr 09420 or equal . I 5) Vapor barriers to be placed toward 'heated side of wall . ` SeetJon , - Exterlor PalAtlnO Oa,pr hardware to be kwlkset Grecian. t 4) Supply smoke detectors , located per bion . 6) Use Fiberglas sill seal under all t:ofwttom gall and exterior wall sole plates !); at foundation wall , S) wire and connect all appliances , per, plan , r . I) Extelr{vr QiOln� illy stale+�f! vi�h i{yfapli, ea sgllal tialrl•tr+�tp�raint stein S) ilnit entry doors to be kayer r//two keys per unit. Trio to be stetAv� witK Olympic. or a"re ilaawy holly $tlalq 7) Ct>efnfon floor/tel I my assentbl les bttwuen uti�lts to ya to with )f" �.• ' 6) Provide 220 v . circuit for clothes dryer and 270 v. 30 amp. circuit for mineral wool batty between floor joists in a continuous manner so at; to , heat pump, ".,cated per plan. not allow open voids for sound transarittance. Z) $lditn+g to ile pr*41ppll►d staiewd Of4or to Inst:allatlon. �. t • a �) Provide grand waster key actes>><abla to all commmon fo+der: and all units. . 7 Light fixtures as luted in Division ,36 herein . B) Provide R-30 Fiberglas batt insulation In all vaulted callings. j) Garstge doors to be Painted me,tt>tlep bole color. I 8) All light switches to be mounted 36' iabove finish floor except as per plan ~ 17e11wr to protect superintendent . over vanities and kitchen coutitrer, Section C Blown- In Ceiling insulation , �) Entry doors to be pointed tlti>t ttlet color. S) Hardware at each bath to be: , 9) All outlets , except at counters and unities Lu be mclunte.i 12'' above finish floor , 1) Provide all blown- ln ceiling insulat lo, located per plan . Section C - Well Clbvorl Klr.PFlr(IV E n0 1 - 3011 chrome towel bar •1 surface moutit 10) Install one single freezer outlet tar of earth garage, Wt�l; .� � Ae7 tf( Rr aiage/IC.e.'r�, 2) Insulation to be either Fiberglas or Cellulose and shall have a winlmiuml - 1) Oath wait Crws'IAS to be srlleat,el by pul'ctasar and install#A by WB- tratCtOr. 1 - e'Qsraree ra 1 1 toilet t l ti holder - recessed vaunt 11 ) • e-wire fc�r gat age dcwr opener in a ch garage . . valor of R-30 and a minittAwn pth of 1� 9 Prepare all bethrope» wells -for "Ill cavorin0. i 1 - Pressure fit shower (at all tum/s{raver enclusuret) Section 8 - Telephone Prewi res 3) All insuiat ion to comply with State Code Requi remtent% for appl'Icat lo+ 2) Stilnwv rF-. r to lye wall 1 covered In t loth. $41Wtto to o I Obscure glass shower dor rkt al 1 shower stalls) shown on p l en s . �. 1 ) Provide 2 telt--phone prewires per uni complete and operable lucaled per plan . Customer option Oath hardware: Section C - Television Prt•wire ' r r 4) Provide baffles at *avec to prevent dispursal of insulate. , �VIS1001 ��: FINISH 0"MSYRFACES Tub/Shower enclosure s%:nIar doors w/chrome frafine Sect ion U - Moisture Protect ion Medicine Cabinet Provide 1 television ,,rewire per uni � cumplt•te and operable , located per plan. I _ lection A - Nigh Pressure Laei;ate Plefstle Ca,umte►rtops Provide 1 central television antenna ' 1) Provide 55 lb. roll roofing vapor barrier under all interior concrete 6) Provide self closing spring hicr91es at each unit "try.2) per budding I,x a in the attic area. slabs on grade. 1) Provide high pressure I&ftI +ata plastic OMAtortops at all kitchen counters and Each television prewire to be wired �flrectly to this anttoenna, vanity tops , p`-r, olaln• W{ lsa+ Art wW Nevammar are acceptable ~ufaeturers ',) Pr-ovislun shall be made for future T,V cat,lr tc, each unit . 2) Lap vapor barrier edges a minimum of !2'1, (FOrrsica brand laminate still not be areeeptW) . DIVISION 39: CAR.Pft yr ai, i --- — �� Section D - (kxtr Chime Section E - Water Proofing 2) Colors to bit selected from mlenufacturtr's Standard selections. Section A - Stairway Foyer Carpet ed emulsified asphaltic compound rah coat of 1 ) Provide throw o the eftterior 3) No full dock seafns will be allowed. if Provide Orion 0574-350 Bark Carpet manufactured by Crown Commercial; Carpets. t s . 1 ) Pr.>v ids i door r ch, and push button per unit . g sprayed side of all foundation walls adjacent to earth backfill . 2) Locate theme bux and transformer per plan , 4) All countertops to 6mv# oakedlgIng. 2) Carpet to be Installed over 40 or. Hair-Jute combirv-tion pad. 2 ) Allow to dry completely prior to backfill . 3) Chime to be Nutone XLB-14 , or equal . Section d - Tile Docksplashes Section t - Unit Carpet Z DIVISION 27: HEATING AND AIR CONDITIONING 1) Provide 2 rags of glared 3" square ceramtil ic t at all backsplashes In kitchen 1) Provide• equal time series carpet manufactured by Evans/Black. 4) Pu-,h button Co be Nutone PB-BL , lighted wish n,frrteplate , or equal . a------ -- -- -- _ and bath.- 5) locate pushbuttons at entrance door per plan Section A Electric /L !L I,rr�.TFr 2) Tile to be Maple Pattern Series manufactured by Holly Gilbert Company, or egWt . 2) Color to be selected from manufacturer's standard selections . 1 ) Provide electricheaters in each bedroom complete, in place , 3) Colors to be selected from manufacturer 's standard selection. 3) Carpet to be installed over 5/8" rebond pad , United Foam or equal . _J' tested , and operable . '?l�-�T�li'iJ • M) Tile to extenC up well to microwave oven et range . 2) Electric -c [��-t_.. heaters to be �'�/'_r_ r_1= �•,, •, -� ��._ with DIVISION 40: LANDSCAPING, FENCING DECK RAILING Section E - Security System remote thermostatic control mounted on wall . Saetion C - Vinyl Flooring end Base Section A - Landscaping 1 ) 1) All vinyl flooring to, bs Arostrang Sundial or equal . Pattern and color to be 3) Units co be sued by supplier and location verified tr, th Design Oeparefmtnt selected from tssr,ufacturerIs standard selection. plans and specifications prepared b ethers. Tualat in Develo •hent Company Refer to p$ p pa y p' p Y . at the [ Intl ref E 14 sub-1 %% 10n . Section B - heat Pump 2) Soso to be 4" rubber type of complementry color with vinyl . Section B - Fencing 2) Manufacturers of Security Systems shall submit pro,rxrsals out iininq type of system, performance , etc . directly to the Design Department , Tualatin 1) Provioe through the wall 7onellne IV heat pump as manufactured by General 1 ) Provide fencing for privacy screen , trash can enclosures , etc. , per plA. ,% Developtrent Cor'parly for review and selection . Electric Company ` Modell'Ay87930Ja with GrillE 0RAG45CT10 (Dark Maple) ' 9 A 0, 7 7 ;,J A..L GAg 15, �_NF i°+ FZVVM CA1�1 iJE�(•- �. 2) Fences to lie constructed of siding. Applied [o framework of 2x4 rails and --- -_ - _ '-__----W- 2 , ur, Its to be located pPr, plan in rough fr,�mtng open Provided, 4x4 pressure treated D.F. posts. DIVISION 22 : PLUMBING ' 3) Posts to be placed minimum 10" below grade and supported by concrete. 1 ) Provide al ! plumbing systems as shown on plans and specified herein , complete DIVISIUN 28 : GYPSUM DRYWALL in place , tested and t,p-rating , per state and local codes • --- --- - Section C - Deck Railing lir ' C4 0 1 ) All gypsum wallboard Co tie of type and thickness per plans and specified rH� 2) Supply fixtures per schedule : 1) Provide deck railing per plan. herein, QPt7 ) A- ' Ga I Ion !r,4v.. )`1 L, :.: �' •'G r) t�1)'r�` rl'� L`,c� dt>r K t i. :I H LE..;' 7. f , Water heat[ t ,, 2) All ceilings to be machine brocade finish except at bathrc>nnts and kitchen. State (~ti .k.;-N�''or egwl , ' J -r `' 1" - E::C rr'•"i 3) All walls to be. sptay textured exLe t at bathrooms and stairway foyer , DIVISION }6: LIGHT FIXTURES1 - iGl� 3 11 Kitchen Sink CUTOUT 1J1 21"x74" stainless steel ; ink p a W i f G ( f� P G iZ D�(fir e..LE-A rte' � L..,ECV LU fel 20 Grua<: Elkay ACR 2522- 3. 4) Prepare bathrrypm and stairway foyer wall , for wallcuver . Section A - Purchaser Option Fixtures � t ou Water Closet Arier ,( an Standard #1122 .448- - E3Y !V1 F4541 bony 5) All windows to be wrapped with i� i' ; ' !�><!':tf.��f G ��^�tt,JJ, 1) Purchaser to select fixtures for dining room and untry with allowance from Section D - Mail Box Stand lighting supplier 's showroom, 1 �• L�fvatGr i 6) Ceilings at all lower- units to have S/8" gypsum wallboard installed over Y CUTOUT #4 American Standard #0476.024 1) Supply mail box stands of type and location per plan. } l resilient metal chanels (NRC- 1 ) attached to floor joists . At areas with 2) Suggested allowances for dining room flsaturla is $100.00 and $40.00 for entry, A g.rnr. OVAL SHAPE framed soffits , attach 1 2) , Stand to be stained to match buillding trim. , ! gypsum wall board directly to luring. Seat ( #40 O1 tioni to Plast is , color 7� 5� 1 •j�� ! r r r7 �,� 1,V ht�G'�^�GFZ 3) I lectrican to install at purchaser 's direction. / /� � �' }fN�% ri�`'r��J � DIVISION 7: APPLIANCES— Tub/Shower D-6 by Dura Glass , color to match American 1) All firrrplaces to be Masonry sized per plan . 1) St4ted type from schedule or equal . Section A - Builder Supplied Appliances Standard - Bone . � ��1- I Pr 1,..- � ;...��;!p C��r'R� 1.]G1rTY:rc sciirr,ln,F J I LOC n,In`, _F100" rLAN/rI`:T U 011A;TITN Iteem? F1XiiiP, -- 1) All kitchen appliances to be 1984 11Udel year General Electric or equal per 'x 48'' Shower S-4 or S- 5 by Dura Glass . 2) Brick colors to be specified by T.D.C. Design Department . -- schedule. - Dishwasher GSD i 1 - (Note: To deterrrine quantic of Color to �,.�tch Amer * DIVISION 3b. 1 I(Jp��( A`1/M�rf'1' 1/10 L a9EA r �i y Disposal G F C A:i'=' �- Y S 11pht fixtures needed, see which s� Strindrfrd - EJr,ne. — QQ UfyCL)N i �i t units occur in building. see Ringo JSP-27 �, ( I iJ L�r t, ro.j sight Plan.) Micro Wave Oven JVM G •(- 3) All ic,rrtrul de., iLeS as follows : ,°:. DIVISION 31 : FINISH MATERIAL W/�•►16 �'='f"1 K,,r ` pi�E� _ ,�___.__.-_ _ _.___... ._ •- Su 6Y- Light(ng Cm3 Supplied by Electriciary Utility Supply 08-100 Gu 1: Gra s Nu )i320XWall mount 2) Colors to be selected from itaridard manufacturer 's colors . Y y . Garan (see Tian) Tub/Shower Sect ion A - �"ii I ,work a 3h WS l t to Or X642 Entre 1 1 by uye to be selected Washer/Dryer uni is to be Er 1 idl re 1 LC ! 1i 4 1 ] 1 111111 ] 1 1 l l l l 1 by Buyer 3) q O Kitchen p11pCM Delta . * a wave• Ig to lar V104- lavatory #511 WF Oelta . 1) Base and casing tc he 2 1/4 '' Col,rtial prefinished. up 2 2 3 2 z S z Recess 2 a \ g DIVISION 38: EXTERIOR PAINT COLORS ` e J mn �a 've`'a Engle - . Ceiling n Z} U1\115t0(.J �r S AL'Cr`It_ demon 2 2 1 2 2 1 3 3 2 Ltghi - 1 "•' All to be crhr,,mt• f initih , except lar idly supply . J nture tobese ectec r �r�C• J• f {� �r '�,1►�I�.�i� N!>Ji��i i r_ Ufn1n 1 1 1 1 , 1 ] ] 1 1 1 1 1 1 1 11 buyer I ' I _ i P NaT N��-L1 G� 3) Interior closet shelving to be cr,netructed of part board with f inished 1reT' "`r ITS tope► Recess Q DIVI5-iON 73 OMIT �j1 �F '�FZ1t.TC ?'E'�F�L�I E" edges sized per plan up 1 I 1 1 I z 2 1 E eball - J (`.I - '�.►� N J N I'f's __TT-re—; ace _ down ] 1 1 1 1 l i age Double Spot j tc en a nR DIVISION 24 : OMIT $""Ctlt�rr O Interior Stair Handrail _ up 1 1 I 1 ( I t Luminous Ceiling (See Plan �'I<TT do n i'�TTnF ,- u c DIVISION 25 +,MIT I 1) Provide interior wood stair rail per plan. KI trsPen in wn 1 I i 1 i l t 1 oa9 Frorne `CII g _ J Ceiling LSpht 1 ] 1 I Light !' C7 2) Stair rail to be const .-ucced of kiln dried Y.G. Fir or better . 1Cen " n Nutone 0324-S sa" Cabinet L1Fht l i l l l 1 7 ] 1 1 1 Fluorescent DIVISION 26 - i NE R,yAI AND M01 ST URE PROTECTION Wtatf r C1nae• 7 i 2 2 11212 2 2 2 2 2 Esq l•— e N22�2-TTi Doo e • , ±\( _ -_ _ -` 3) Finish to Iflatth interin� millwork used throughout pro mete —�•�- Spot M&11 Rel e n Eagle 015606-02 Ceiling clo �e.tl ion A - Plgl(t Insula[ IVa +-_—`-_— -1--J stet6Ynt 1 1 1111 Li ht DIVISION 32 : OMIT Venitt' i l l i ] 1 1 1 1 1 1 1 11 Velanct light Per Plan �f seer ai , Aubrey 1 ou a Heat- 11 F'rnvide all rlpi,l in4ulrt iOn , n Tor 1 1 I 1 1 1 1 l 1 1 1 1 I i vv per pia , at fc>undat Ion nal Is . Li nr w/Fan 57 \ Vanity ] , 1 1 1 1 1 1 1 1 1 1 1 1 1 Valance Light Per Plan insulati„n to �oml,ly with State Cudf• Requiret+tents for applications DIVISION .33: CABINETS Str.,wr, or, lr I ans . —_ �a ati� ►• ' Section A - Cabinets Aubrey our-Rear— e11 in 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Light w/Fan p j) Insulation to have a m.3ximum thickness of Jill. � - - r roue, 2 or ; aq r -I ou r } ' 1 ) Cabinet to be Model 11000f )us:, white eek with 30' reverse bevel tigers and _ �r, 1 1 ` s 1 1 I 1 1 1 I I I scat , 1Cor•tl-un interiors as manufactured by Park Place Wood Product's , �rfgor Clty , 1 2 utr.ne a �- - yr. Ore on ,ore ua I . .,at lo of LryDecI 1 1 1 i z 11 1 I l q 4' Gua•eon aces Mount Nall - ur Llmhtuller 11104 `- Recess __ ) Hall - down i 18592-60 2) Cabinets to be sired per plan . �r's3ile Coaarnn Entry 1 Lightolicr 11104 I Recess I r Finish to ^ � f 3) Oe "Light Oak' , Ik,ot Chime 1 1 1 1 ] 1 : 1 1 1 1 ] i LA-14 Nutone (Recessed) `•� t S, I l rfect Line r.round Lf htln' See t'lan 029-400 f 7 r t Street Lit _ PI2: 50w H.R.S. Bronze . g (See Pla.�i Sternberg 93 t+/ 35U- . 1-TUE TTI TT1 f•.r...1r•M61 r. w-- .:..,nw�+ -.-«.. .. : p..a. � '•"h''.i.;..:• :. : e _,r�r Y:r. '�' •. +n,^.••* i r!'°ifn. , ..�,,.=..�p,w,�. '�`xR^��tilivl•^r -h'�� ..:,,, .w-. �...... -. . t 1 1 '+n' W - , i +ler_._. , •$Ju � M- � =m•p�l• r'!�r;-,ai., - .� I ( 1 1 1 1 III 1 1 1 1 1 1 1 IIII 1 1 1 1 1 1 III 1 1 1 1 1 1 1 IIIsI 1 1 1 1 1 l ' I I I I I I III I I I ISI ( I I I I I I I I III I I I I I I I I I ! ISI I I I I I I I I I I I I I I I I I I I I 06 lilllliIllllll2Illllll3Il llll4 lull �� llllllfIlll l 7I1IIIII8I1IL� 1 �)� I ' ' lioIl llliiIllllli2 NOTE: IF THIS MICROFILMED __L_.� —L -----1----�--- - ---� 'w DRAWItC, IS LESS CLEAR THAN - --- THIS NOTICE, IT IS DUE TO __ THE QUALITY OF THE ORIGIN £ Z 8 Z L 7. 1 -- DRAWINc. Z 4 Z Z C Z Z I Z Z 6 i Ei�i I L l till S �� L £I I I I I I I I I II II I I I 1 I I IIIIII(il�lllll I I II 11 I 'I 11 !I1III III III III I III r 11111 .11111 I LII III II I ILII IIIII I II I� I i I I III►I 1 II 111111 111 i I III IIIII I 111 ,111 III 1111 III III I IIle. ter, III I I I I I! IIIIIIII 111111 II ILII I II II IIIIIIIIIIIII III III I ILII 1111111 III 2 3 1. 990 MAS � - .M .err•. ,... _ . ♦ an� �•♦�rr r '1.1,.1 •,/+•f�+A� ,wt'vM►- .. . rr.,. rryb. .rs! .p• .'• q,r,,`.�, , -: .� �1• �•ry .�•�•M• •, ♦♦ "�11•^.,'♦';�, "'� !�r-!t '�. f` � Japr�t r , 1 �1. N► , .I' �t'" . :.� , 1 .;'. ! It' Tl /��'� 1. }' '"�••.� "-� '�. „" V '• •,• .,♦ . �1►TrDWT, "5� VM1e't" •+ 1: 4 '��. .� ..1. ti '�.. , v �1 . •� n. �,' '.• V •' .�I,fl ��k 1 "� ► o r IV I -� w f i r ,�: • ''1' • , i I 4. STRUCTURAL NOTESNAILING AND COMECTION SCHEDULE. MINIMUM NUMER OF NAILS FOR MOOO NEMBERS DS y - _ ____.___ __ __� F>f;rXPT AS NOTED N- DWING! .L.____ - _ 1 LIVES-- --------25 LBS. PER SO FT. -+---- - S-- - -- - •- • , (SNOW BUILD UP L.BAO I NG AS PER SEAM 0IIN6CT ION C(�14C311 � ' ' • e � � SNOW LOAD AN AL Y S I S) FLOOR---------------------------------40 LBS. PER Sl?. FT. +.JINi)----------------------------------U.B.C. BA3IC 25 1.135, PER SQ. FT. STUDS TO PLATES - ENE) NAIL 2-16d SVISMIC----• ---------------- ------U.B.C. ZONE It 1974 EDITION OR - TOE MAIL 4-10d 7 �•,, e TOP PLATES 6 BOTTOM PLATES f� •� , " " 1 � FOUNDATIONS - SPIKE TOGETWER 14r 0 a" 10-C. ►., �`�` ' ''' ; : 3 �- 5" 1 . _TT SIZES ARE BASED OK A TOTAL LOAD (REARING SOIL PRESSURE OF 2000 LBS. PER �" - LAP A, RITERSECTIONS 4-14d EACH SIDE JOINT � •� is SQ. FT. FLOOR JOISTS (ROOF JOISTS) (CEILING JOISTS) 2. FOUNDATION ELEVATION SHOWN ARS TO BOTTOO4 OF FOOTINGS AND ARE BASIC BID ELEVATIONS. +' TO PLATES OR BEANS - TOE NAIL 3-1Od � r ►, . . 3. ALI. FOOTINGS SHALL BE FOUNDEq ON FIRM U110ISTUR8ED ORIGINAL SAIL. BLOCKING TO PLATE - TOE MAIL 2-10d 4. ALL FOOTINGS SHALL BE A millif 1M I7F 1' -6" BELOW FINAL GRADES OR 1 '-0" BELOW EXISTING *LOCKING TO JOISTS - EACH END 2-10d - GRADE , WHICHEVER 1:, LOWER. 'ti BR10ING TO 'C:STS 2-10d 5. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION TO CORNER 51U05 10d @ 1Z" O.C. NEAT LINES. 2X LAMINATED BEANS i0a P 12 T g 6 STAGGERED Lo 6. BOTTOM OF FOOTINGS SHALL BE ITEPPED FROM ELEVATION TO ELEVATION AT 2' -0" HORIZONTAL TO 1 -0 VERTICAL STEPS OR SHALL BE SLOPED NOT TO EXCEED 1 VERTICAL TO 4 HORIZONTAL PLYWOOD SHEATHING 1/2" INDEX 32/16 (OR) �. WHEN APPROVED BY THE ENGINEER. I . ROOF SHEATHING 5/8" INDEX 32/16 AT EDGES OF FACH SHEET R BLOCKING b WALLS 8d (0 4" O.C. CONCRETE - CAST IN PLACE AT INTERIOR OF SHEET j,`-'_A _L WRE=T SH L UEVELOP A MINIMUM 28 DAY LABORATORY CURED COMPRESS I VE-CYL �NDER AT BOUNDARIES OF ROOF 8d 4" D.C. STRENGTH OF 2500 P.S. I . FOR 1fOUNDATIONS AND INTERIOR SLABS ON GRADE _ '4 3000 P.S. I . FOR OTHER CONCRETE EXPOSED TO ELEMENTS `I ` 2. FLOOR SHEATHING 5/8" INDEX 32/16 F CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH 100 CU. YARDS OF AT EDGES OF EACH SHEET, BLOCKING b WALLS Sd 0 6" O.C. A MINIMUM 0 3 ?, EACH CONCRETE STRf.(JGTH. CYLINDERS SHALL BE TESTED AS FOLLOWS: 1 @ 7 DAYS; 2 @ 28 AT INTERIOR OF SHEETS Sd @ 8" O.C. �•- �" DAYS. AT BOUNDARIES OF FLOOR BdIVE6T00TOPS OF ALL JOISTS, 1 3. CONCRETE CYLINDER AND TESTIN ; SHALL CONFORM WITH ASTM SPECIFICATIONS. APPLY 1/4 � 0 CONTINUOUS BEAD OF 3M4314 r. of RUCTION ADHES (( ll 0. CO3'CRETE, FORMS , MIXING, PL ING AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE BLOCKING AND PLATES IMMEDIATELY PRIOR TO PLACING PANELS. • V 1 PRACTICE , 1976 EDITION, AND PEC;FiCAT IONS. 3. FLAIL SHEATHING 1/2" INDEX 24/0 BLOCK ALL EDGES WITH 2 x 4 FLATS } C11 AT EDGES OF EACH SHEET TO STUDS , BLOCKING b PLATES 8d @ 4" O. C. r Z AT INTERIOR OF EACH SHEET 8d @ 10" O.C. (� LIGHT METAL PLATE CONNECTED WOOD IRUSSES AT BOUNDARIES OF HALL 8d @ 4" Q.C. TRUSSES SHALL LY WITH IJ. C. 'STANDARD N0. 25-11-19 AND ALL PROVISIONS OF THE 1 J DESIGN SPECIFICATIONS FOR LI HT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS 1/2" GYPSUM SHEATHING COARD 011 GA. X 1 3/4" X 7/16" HEAD 6" O.C. PLATE 114STITUTE TPl-78 EXCEPT AS OTHERWISE NOTED. BLOCK ALL EDGES WITH 2 x 4 FLATS DIA14OND PT. GALV. 14AILS ^1 NS SHALL BE MANUFACTURED TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS `7 � . ALLU 0 ALL STUDS, TOP b BOTTOM PLATES b BLOCKING E" O.C. � BY AN APPROVED MANUFACTURER. ` 1 S T ED A LIVE LOAD DEFLECTIONIOF L/360 OR WORKING STRESSES FOR -THE R NAILS fir` 3. MEMBERS . HALL NO EXCEED I I/2 GYPSUM WALLBOARD 5d GOOLE APPROPRIATE MATERIAL UNDER A TOTAL LOAD OF 40 PSF FOR ROOF MEMBER. I � 4. TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH REGISTERED BLOCK ALL EDGES WITH x 4 FLATS 6" O.C. - ERECTION PLAN AND (� ALL STUDS, TOP & BOTTOM ELATES P, BLOCKING 6" O.C. •• PROFESSIONAL ENGINEER'S SEAL. SHOP DRAWINGS SHALL SHOW CLEARLY E EC ALL STAY BRACING FOR TRUSS COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. 6d COOLER WAILS l� W 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER _ 5/8 GYPSUM- WALLBOARD AT ANY MEMBER OF 2000 LBS. AND MINIMUM SIZE OF PLATES OF 3" x 5" . BLOCK ALL EDGES WITH 2 x4 FLATS 6'� G.C. � t 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH 1-SIMPSON H1 CONNECTION AND 3 - 10d ALL STUDS, TOP S BOTTOM PLATES b BLOCKING 6 O.C. TOE NAILS UNLESS OTHERWISE SHOWN. 7. DOUBE E 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 @ 4' -0" O.C. 1 1 PARABOLT CONCRETE ANCHORS ti - GYPSUM WALLBOARD AND `�IIEATHING BOARD - I'.'- 76YPSII-t'1 WAl LBOARD SHALL CONFORM TO ASTH C36-75. 5/8" 0 x 8 1/2" @ 4' -O" O.C. r 2. GYPSUM SHEATHING BOARD SHALL CONFORM TO ASTM C79-75. �r 3. GYPSUM IJAf-I Cf1A0, 'SHEATHING BOARD SHALL BE APPLIED l•:ITiI STAGGERED LND JOINTS AND LAG HOLT INSTALLATION: PRE-DRILL RULES FOR LAG THREADS 1/2" @BOLT = 3/8" 0 HOLES - ` iJA 1 I.1"C A�, I'll) "Pt C I F [CAT IONS AND STRUCTIISTRUCTURALNA I L I Nri SCHEDULE. ' 5/8" 0 BOLT - 1/2" 0 HOLES• 3/4" 0 BOLT = 9/16" 0 HOLES `RAMING LUMBER SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLING WITH WRENCH ONLY. 4 1- All •►•(2ffM'1NG LUMBER SHAT L BE WFr[ kN HOODS GRADED TO STANDARD WESTERN LUMBER GRADI'ir, CONNECT ALL BEAMS AND JOISTS WITH SIMPSON HANGERS TO DEVELOP STRENGTH OF "(EMBERS. S .:80• PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD. ' A. EXTERIOR WALL ',TIlUS N0. 3 ) Fb 800 1, OR STUD GkA01 ) Fc 1 = 385 E - 1 ,500,000 - GENERAL S. INTI RIOR l'IAL1 STUDS - - ��- • Fh 600 1 . GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. ST ! OR BETTCk Fc 385 �. SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL , TIUSSES, AND SHALL BE REVIEWEDE 1 ,500,000 OR STD'.,, AR;);RADE ) 1 PRIOR To FABRICATION. I C. ' JOISTS F 3. FIRST FLUU1c �NNLL BE PERMANENTLY ATTACHED TO WALLS PRIOR TO BACKFILLIN(; AGAINST N0, ' ) b 1250 STRUCTURE. • ) C 1 ,5U5�,Ui)U 4. THIS `,TRIICTURE SHALL BE ADEQUATELY BRACED FOR IJIND OR EARTHQUAKE FORCES UNTIL THE +, ROOF ANU WALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. P. I'EA�1S ) Fh - 1350 5. ALL CONCRETE JOINTS SHALL BE ROUGH TEXTURED WITH 2X KEYS AT CENTER OF WALLS AND NO. 1 Fc1 385 SLABS. CONTRACTOR SHALL OCTAIN STRUCTURAL ENGINEER'S REVIEW ON DETAILS OF ALL E 1 ,60O,000 CONSTRUCTION JOINTS PRIOR TO CONSTRUCTION. 6. GYPSUM WALLBOARU IS USED ON THIS PROJECT FOR BRACINr, OF THE STRUCTURE. CONTRACTOR F . ''OSrS i TO PROVIDE ADEQUATE BRACING UNTIL ALL GPYSUM WAtLCOARD HAS BEEN APPLIED AND FULLY ' 110. i ! I Fb - •�5(J FAILED. } E 1 ,200,190 F . 81OCKINr,, PLATES ,% BRIll1IYG ` STANDARD O(' BETTER ) Fb 600 OR STUD GiRADE ) Fc = 335 E - 11500.000 - CONCRETE REINFORCING STEEL �►/1 ALL :'EMBERS 3X OR LESS (LEAS DI'1[;iSIUN) SHALL BE MAXIMUM 19'. '•10[5_�TURE CONTENT. 1 ALL RE-IN FTACI-N�STTEEL FOR C014CRETE SHALL CONFORM TO U.B. C. STAiIDARDS NO. 26-4-16 � o � Q PRO'7IUF SOLID BLOCKING (SAl1E� 1lPLTN OF '4Et•16Ff1) AT ,SLI. POINTS OF BEARING AND 1 x 4 AND ASTM A615 GRADE 60 FOR ALL. 0� BPI0GING ,1 8' -0" 0. C• 11AXI14. 2. ALL REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND P1-ACED 1N ACCORDANCE µITR T. AI-I. DLATI S ANO I.EDGEi,S IN CO TACT WITII CONCRETE OR t'1AS0!IRY SHALL. BE PRESSURF ACI DETAILING MANUAL 315-80. � - At TREATED. I EDI'li.0 'LAY BE SFI'A AT10 FROM CONCRETE OR MASONRY WITH 30 LB. ASP!IAL�IC F[t T . A- ALL REINFORCING STEEL_ SHALL BE ACCURATELY AND SECURELY PLACED. ' :�. DOUS11 ALL JUIF•TS UNDEP ALL APAI LEL PARTITIONS. �••.•� 8. REINFORCING SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF • Q ri. F01, NAII 1`0, SEE. S.HFPULE AND ORAWINGS. OTHER TRADES UNLESS APPROVE[) BY THE STRUCTURAL ENGINEER. C. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL_ SHALL BE : PLYWOOD Slff rkTHIN6 3" + 1/2" TO BOTTOM OF FOOTING � 1 . hLL 'I-Y!10011Y SHf.•91-;ING SHALL_ if: CD GRADE , UNLESS OTHERIIISE SHOWN, WITH I XTLRIOR uLIIE 2" + 1/4" TO EARTH FACE OF WALL • HAIAJI /,CTdRFU NJ ACU)RDANCF. WITH PRODUCT STANDARD PSI-74. -� " A. (00F SHi'ATHIN(; 1,'�. ' �!2 5/8" INDEX 32/16 1" + 1/4" TO INSIDE FACE OF !BALL B. DECK'S 3/4 ' INDEX 48/24 T b G 2 + 1/4 MAIN STEELBEAMS AND COLUMNS ' C. FLOUR 5/13 ' INDEX 32/16 - D. WALLS 112 ' INDEX 24/0 3/4" + 1/4" SLAIilTO TOPAND BOTTOM SURFACES 2. PLY'iOilU SHEATHING SHALL_ BEL IU WITH END JOINTS STAGGERED. 3. BLOCK AL1. WAE. LAP All BARS A MINIItUM OF 36 JI'Al1CTERS EXCEPT AS OTHERWISE NOTED. a LL SHFATIiING WIT 2 x 4 FLAT BLOCKING AT ALL EDGES. 4. NAIL AS PER SCHLDULF AND ORAIFIGS. 5. LAY OUT °l-Y'WOOD TO ELIMINATE ANY 1110TH LESS rilAN 1 ' -0" . Q ' _5 1 . 44 MEL -. 4, J > -•+•. ._:. __ .._: . ■ 1 "`-- - a•�,rw•-- --- --prllin.rOWIrW - -- - ...,..rT„a•...,,..»��+u...�.. -.......r.... - , Ill II1 �11 � SII III IIS III ! ! III III III ! ! Ill Ill Ili III II . II . III ! ! IlI Ill III I I Ell III Ill I I Ill Ill IIS I I I I � � Ili i � i � il.� ijl � III � L! III � I � Illllll III III !III! I 14 NOTE: IF THIS MICROFILMED CLEA DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO _ IIIf E(Ill�llli Z!I I I�IIII Ill I�I II IIIIIIZIl1II I(IIIIl � L_ 8IIIlI 19 THE Vl r_w lIIIIIIIIIIIIll11111111 __IIII IlllillDRAW 3Z UALITY OF TE ORIGINAL _6I IIII I MAY 2 3 1990 .-.- I IL i M __ o cQj�)` d+Jy a ` y"'fig vx W -A, M IF'85�. �y Wit .o I I'%' t.ct�ur�►a.c f*C cam► - Qa"uvx 4 _ Kit"PF f� wmf mT lip"rte• IT 3 x da1.-L �C►1�h- F �. s • I . P-->I.)I Lz)I Kk�-pLit Li j ol 64A PA I g2AA E`7 701 - Q r 4 N Q� !� / '> I I APPROVED FOR CONSTRU('TION ?c_�� OILY OF TIGARD t `� f.� �� MI No. - SITE ADDRESS/s3.2I— s C i BY 7R1 CN 14.0 2F FOR cows,f RUC T ION CITY OF TIC_3AF?D `n ►_�Nt� 2.'3 L - l _1 PERMIT N S4P/Q SITE. ADDRESS � 3•�'� � � ! � BY __ TI11.f. 01%. _ __--___DATE: .�. r7dt4q- Zcp u I �I � � � � � I � �It tl� tit tlt .It tl � tlt t � tlt tl � tit � I � tlt tlt tlt � t tit tit tit tit tlt tit tit � t tlt tit tit � � �� tlt tit tlt tl.� � � t tlt � � tlt tl � � I � I � It � tlt tlt t �ilt� � � � 1� -�_.�__ 2 � ilii s � iib i � � �iil1_ _, NOTE: IF THIS MICROFILMED —� DRAWING IS LESS CLEAR THAN -------- �_ _ THIS NOTICE, IT IS DUE TO _ __ THE QUALITY OF THE ORIGINAL Z Z L 8 L L I L i I 4 i Z Z I i i DRAWING• Z Z 8Z L Z Z Z Z T, IIII (IIIIIIIIIIIIIIIIIIIIIIIIII I!IiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIflll11zli'll lllllllllllllllllilllllllllll ii iiiiliiii�ilill i it I I IIIIIIIIIIIIIII III�11 ,�� iii ilillui illillilililiil, MAY 21I 19901, A s'- 4> 01 10 PIN --Nov—-— I'D rArn- Vn S a C6 ) 41 + A it k r�ivi II i !� $ ��,N�_ �f' rLr)J • L 'r7 10 01 ---] — T x 41 e>o x Jkc x 44 uH rT u Ff,r_ T, It ly4P 11./2 f effl*14! S �_ % co �i I -y .......... J Or r-y ri L-1 14 N . 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