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I N TwD- HOS iZ It-f N1 cf, pi TAe , i • , • • • 41A _ ' '• .. ol ' *k . - I �. e F FRAM' h+-i €-r * S 1 _ - / - �} <c Tu. c -- pt....>,R PARTY v.)/*.t~�. - rlo� "�a I 7 4 41' ' � - M ' NOTE: !F THIS MICROFILMED IIII III III III III III III I I III III III I I III II-I III III III III III 111111Illlllllt I , II.I III III 1 1_1-_1 III_ III !i;11-1 II 4IIII III III III III I IIII III 1111111 III III Illllltiii11 iIi 1 iii il � 41 ili51 ll � _ i 7l i i ih � ibi I H1 i ✓l 1DRAMiG IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAM. !III EIIII6Z II!I;1LIIIIIII iLI1LII 11IIl t1IIIII4IlzIIIIIIIIITII (III:1ILIIIlllljIz111_I. IIIII LIIIIIIIII LIIIIIIIII IIIIIIIIt ,,,I ILI IIIIIIIIIIII[IIIII11111 II1 llllinlj lllIIIIIIIIiII i111 ! 1I11111 III 8IIIIIIIII VIIIIIl1LIII111s I`I2 IIIiI IfI IIIIIII�£IIIII!II111_1 llilrl.l l MAY 239 1999 114TH COURT 15605 4 of 4 TDC FOUNTAINS BLDG. 3 37-H r. ---------- ----ril-------- - - ---- --------- ., yl r - • r.'". .•�.wt' 'r •tr-� -7,$.". * •,Y, i 'r. '•�'• :�7R;�J•�R .',•'•'—►•T�';"' y tie P'�"�.'.'4\�rr1 . • � ' l 1.7, .. y . • i /,e . 7 • .. , r ,` * �. ♦ 1 ` . ..a. , , . , * % • it !A , • • .. IY r .' • • �. •�♦ ` •LA • "left., r n rr * ►,• , t , • • • . • • •aa '.. �� I • • ! + I/' • • '1 / } �/�( - ;.„,fb.1.1.,:i " t .�• a. .a.( i' a' '• • �` ''� ){ 4'r ' 1 4 . •• l ! ` ' .� nt r ' h .� t `r,« l•'.r V ' ! r 4 1 \ 1j ♦ �' `�M, . A1,�.1rr : j I' �" �• ; 1 d• .141t,• 1 ` ,,, ti� ' I ,+' r ♦ . f ► •'r ! r' r r f ' ''r (1K r 1 ' .Ni, - 1. t tr �r11,+,. •' p( �' ��' }•''lit rr • A K h r r ,, .,.+ I •.,;A. J f Z `' r t ♦r 1p -. ••JLC !' _y , ♦ } , r•, .... �� ♦ • a ' /K'tih 1� �• 1 , '' 'I !• ♦ 7L, al ./j�� 1 ,� "• •� ,3 t\ ' a 1' r. '. r � ,i�. �dl► �•1 , / 1 f ( ' ' ' F� ti,i,t' a. �,)'• , • j.� �' `Ki11�,I.. 1 4 �•��.i . .. t •► 2 � ` ,. rii� �j i 1 . `rl r►♦ n M S ^# t 4`+ lV.*,. , F 1 +• /�F.� FO�►' 'DCN /♦ ITC. 1' r r , • "1 � t » •. Y4y fjrf ,, sr ,/� �,• �. : j. •�; T} •7.. M .�. C �f>Z'I IIN'� .�I ' r1 ', f a' •` e� '.Ii r ,•A �,�. l' `A .� '•if ' ��•►7rt �' \• '�1�• �' ,'p, +, (^ br ir' .'•1t1 N L_• 'a tar.y ( ��' ' ,L • - r.��. -r',.. ,y ,, ,ITt�"'V • r ` �, , , ` r , ,. •� fes`', �♦ . • , '1 �' ylv •.♦ Il -�` r ' .,.a.•l ♦ .. . , r ',. 3 ' , 'y s o . rr�►f1 r 11M 11111�,/MiM fMa1 ISo�•r V/Mt dt ' I , ! . r 1 !t,:,,,..,::: • tw fA Meal ~ Isla J1 i* 410 r MiM4wIh tr ^R hili. end t r �ctM:R' Mt.rIra, fetors r}I 11 ,1000 i111M11V1t fbr err► ,'lel*5 11 e111 bo ws ' , I t. r Cheep orhes chief r fly► *sod as time emelt s m m& be ei for uor% spec if led In ego • t� IrM Iqt a>r sr eMpa as Aide o/ t ' • eMottrK t I OA, decussate s ars to er emelt est/sa l as s, motorist l a l Thor �t Peet .tsisi it F*1 c> t+p►ht.► *tips fl entry stones ,Md O'the r .otter ler • . 'Yoe, Siam ao int Ilei M �r dressing*ryl • GEHEMI' CON01TIONS art tot+eAo• etc. 1r tOMe' t, AnOitarok 4se*in. 1i 1htsn M ')) 114110. testees with all .operOt1ng5. . ., 1: Tho E a t Imat 1 M Mr Pt►ra 1 n! Oar tmoio, e1 Yw1 eA 1 n O.ve 1 epsoap t Canty • 2) A►1 �tr'�' s!� float*, wf 11 he i/ptsrwd 1 wel11 ,Rh jlr► ori ih '• t i Paseo,. i;, rt � f 1/ Plc1 iotlo car• natNlt w1�11 REVD ANO ACCE►TANti: ITIS � ClfISsATlaltl► will be rtlp salbte to eerily the chesi�rar0ar ro,w*t leer coot eft stili M the 'pacified w OM t'l•n. ' hl►tft r,Nlerr ' • �' w '• • r l tf>t the ______t r aster. t , • r a5 ', )„ •AI t • r, 1 t w 111 ba t M undo r s t f ng of the esAtia r, Tva 1 at I n Oove 1 !) ��1 fM.tl�� ata► ♦{tat�rlrh w 111 b>, ,As'po►i>♦ lw 1 t r,A!lrYe1 'free 'Aral► t til b a • -• 4 o�ftt■IIItiL pen 4 �'�t't'�Ai (; lblk 1jA • " f.. ` ,•,. ' ,wat+eaatt�r,r ..+s... p� r 'i11 ' * that the subcontractor as campletl rwla�d and Irma tic f y T1s• CMltlretlaw f e/tt t a� twletln hswle�po•wt will be sl►le tie � ''Ir°� t!2 IaworN r�� r �� '`fir y'' y accepted a 1 Can- responsible 1 awewea of the betaine to the a/1•It>iad suecon c r act o r•. ,• Of 'i • .. yy♦ ode of work, est.) and the ' ' ``,+sfi; ; ► .. s t rut t i on docustert t s (p 1 s. specifications.' scope 1) All- �owarvlf}e Shell 1 tt1f1l premised the fi raps 1 t o i fir i fh • tar► Pocket floors 141)esu sere i ltttts'� A , �-. proposed 'project este he time of bid Submittal . , i i 4rllN3ut,w 'stntttk Irl heti l . N aye. s 'jl ASA i1l.A�I L I Ty Of �►E�I F I�Q I TQM 3. ` D l r itis VotlMlr ,51 d'r 'ti•' ° •, , ,A` • f). The suicootrattor shell the responsible for !sees' 'piping and placelment ' Unit Entry Doors 1-3/4" soliebere /lei with W �;, i , of all bolts, Sob- 'c Di►eh Veneer tl Mr NeN with f ;•' `,,. ,� t } ' Subcontractor will verify prior to bidding that all specified items will be t�►Ktort. awcMdrs, end other related hardware. available In time for ,Ilnstallatton during orderly and timely progress of work. casallrfaalet will PeotRQt all eoncrett Fran premature drying. vandals. l 20 minute jambe) ItMtell with . �' � ,'ti± *" t rent 1 Ag. and Isan►ef el af'fe t s o f sena t Ise r. DESIGN > CIIILATIOMS sett cle+slt»g Alma. Uwlass _ 1. 5 In the event specified Items will not be so available, the subcontractor will *them;se oo paw 1 rnotify the Design Department of Tual•tIn Development C'-', •.. for to bid A') Concrete shall be.waithaplea t 1 y v 1 br a t ed su f I i c i err t 1 y fur i ne pour to - W rATO .+d'f . ,, , ''.'• ' r t assure o t•onsittant htewoesrtiont$ mixture tMouelMutl 2) Odors and frames to be t ' 'l) '' submission. 011ISION 01:' OMIT prefialsh•d to artsh finished interior •Illrtrrk used � 7) ENt.ster steps willthroughout project. ,' All costs of delays because of Non of specified items, when cosh • otiAstreucted with a minimum 1•S" tread wirtA iota Me' Yr P • • weJelA 61" riser Ani1• ''r ' ' delays could have been avoided by the sult,contractor, will be back charged as DIVISION 02: CONSTRUCTION OOtIMItKfS Aeries. 5) Provide all doer hardware as spooflice! in Division 38. unction S. herein. ��' +,• ,, necessary without any additional cost to the owner. ,,, 4) SubeontraCtor to %apply complete color and finish samples for selection to �'..i' , the Design Depart st of Tualatin Development C•-n-pa„y far approve! prior '�J Set t I oss A Civil [ng I tn�ee►t rag t Site finers 1 downers a) Amos will rade emceed a vex 1 s 1 eye ratio •f 1 : 15. , SUSTiTUTICIIS Of T ECIFIEQ MAIARIA4S to prodloctlotp. ,''. ! , . 1) ►Is>ws anal Spoelfieations ::;:\. 1.611A/C.- Strucl�ral Efylweriine by,: 9) All exterior patio. and walkway surfaces to be exposed a r Proposals for substitutions of hater i a1 s, equipments, end mlsthods wl 11 be / . 7f�F(. iJ _Tepoxy cost %urfse;e fie,{ lig agate with 11,• , 15' �c c� finish. out considered only when such proposals are accampanlad 0 full ttchn{cal data ' and other information required to evaluate theproposal .y11'm lc. 5 � ' T� A' �NVE Oaf• 11tller Engineers?.ars DIVISION 1.r: CURTER AND' VENTILATiON q :ter _hr .- '14-0..--- i,.-r` ` IZL3 100 S.W. Lake format liter. . t ,,, OIVISIOA 0!: OMIT - ti Waits Oswego Or0O00 V$M Sec t inn A Gutters and Dow+s you t s -I)- Proposals for substitutions will be submitted to the Design Department of -„� ' Tualatin Develop>�t Compan 1 y ($03) 6)5-,4t8 irIVISlON Oy: FRAMING MATERIAL 1) Provide all gutters and downspouts shown on the drawings and specified (' C3—w3�'i —�+-`� 14't herein , complete In place , tested and operating. Do not substitute teraterials, equipment , or methods specified unless such Section A framing Material substitution has been approved. 2) All gutter and downspout materials to be 26 gauge galvanised sheetmstala �• �� ' Section D - Architectural Plans % Specifications 1) All lumbar is to be well seasoned, air on kiln dried of uniform moisture , CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS conteni . free of dryrot . twists or splits and sized per plan. 3) Getters to be 5” 'K' style facia type mounting directly to end of truss tails. ' ' °' , 1 ) Plans prepared by: Should anyconflicts occur in or between construction documents, the ormer I f II All 2 x 4 studs to be standard or better grade Coast Douglas Fir. All 4) All materials to be primed and ready for paint . I of precedence shall be as follows: Department of Planning t Design framing lumber other Shen suds to be 12 Coast boucles Fir. 411►.'tews Tualatin Development rlplsny le ye 14 'tent' iluglis Flr. 5) barns S pouts 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 k',7 2) Specifications \ Tigard, Oregon 9722 and posts in permanent contact with concrete. 6) Downspouts to be installed, air plan. ...... .2...1 11l 3) Scope of Work 9 , ' 4) Large Scale Drawings (Details) 1 '2 (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) Downspouts to be always installed plumb without offset . 6) Project Field Superintendent ,;1 Section C - Landscape and irrigation 5) Roof and well sheathing to be ;" 4 ply D.F. C-D grade exterior glue plywood. Section D - Ventilation e, In any case, notify the Design Department of Tualatin Development Company 1 immediately for their consideration upon finding conflict and prior to 1) Plans and Specifications by: ) Vent all appliances , directly tp exterior , per plan, providing any required 1 proceeding with work. 6) Flooring at upper level to be 5/8" Plywood subfloor, nailed and Wed ' damper systems per code. 1 David Zimmerman , landscape Designs, with 1 1/2" lightweight concrete over. Z units N fit ntMatd to roof vertically Interior Terra-Sol Landscaping, Ltd. through terior well framing esu/ FIELD SUPERINTENDENT Tualatin,r -Sol Oregon )) Provide 3" D.r. C-C grade plugged and sanded exterior glue plywood at all installed tightInto roof Jacket or between floor joists per plan. ' roof and deck overhang tl�xposures. �, ,�yoT 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. y p j8) Provide all fireblocking as required per Code. finish of construction, a responsible superintendent acting as an Authorized Agent of Tualatin DevelOpeaent ComFrny , The superintendent shall be on duty _ 9) All Simpson Monger, shall use 16 Penny Common Neils 4) All venting material to be galvanized sheet metal . Exposed surfaces to' be 211. . duringall workinghour$. Anyinstructions or noticesgiven byhim shall Section 0 - ShopDrawings , Product Data, and Samples painted to match material directly adjacent . g rDIVISION 10: TRUSSES have tl:e same important. as If given by the owner of the project , Tualatin Development s) Vert attic area per code with continuous ridge vents and gable end vents . . Company The project field superintendent shall be responsible 1) Shop DrawMgs shall be prepared and subedited by subcontractors Section A - Trusses per plan. C for general on-site suplrvision, scheduling, field work authorizations, and specifically, but not necessarily limited to. the areas of work laO approval of work prior to payment of the subcontractor. listed: 1) Provide all roof trusses complete and in place, located and sized perplan . - SIN-CONTRACTORS Iii. ii a Electrical 2) Trusses td be constructed with pitch per plans. ,.' '�+K �' Trusses C Q �� All subcontractors must meet prior approval of Tualatin Development Company Cabinets Subcontractors are expected to De accomplished craftsmen of their trade with Plumbing (If required by permit) 3) Trusses to bear directly to top plate of exterior wells , per plan. Toe DIVISION 16: ROOFING 1 �r'c Hall with Ibd nails at each end and tie to top " t f1 • reputation of being able to complete work within their specified area to plate with metal hurricane ,• lT� -e 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 - Roofing C h k) Truss supplier to submit detailed shop drawings and truss Layout approved to Tualatin Development upon request references, representive work , securities, subcontractor with reasonable promptness and in such sequence as by a registered engineer to the Design Department of Tualatin Development % Pitts and/or bonds as require4. Tualatin Development Company reserves the right to cause no delay in the subcontracted work , work of the owner , pp priorg p pmont 1) equal . Co be a-3- ie, A-�pa�b+t (;ornP, as manufactured by Bird end Son or ' "0 kit to reject any subcontractor upon failure to satisfy requirement necessary to or work of any other subcontractor . ' t Companyfora ,oval to fabrication. Trusses to be engineered for prove their ability to 0erform work specified. 25 PSF snow load, 15 PSF dead load except at garage mono troves'' attache/ r 3) The subcontractor shall submit S hop.Drawings , Product Data , end to main building structure, which shell be designed for dtlfting snow load MATERIAL PROTECTION { Saneples to: • va►ylt'sg frees fits PSF adjacent to main structure, to 25 PSF at ZO' out . DIVISION 11 : FRAMING LABOR . I8 , 1 i and shall bear Underwriters Laboratory, inc. Class 'A' label .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 tater unbroken package C • all materials and equi nt related to their particular division of work. 15300 S.W. 116th AvenueOftft No credit or compensate n will be allowed by Tualatin OevelopmentCompany Tigard, Oregon 97223 for reasons of theft or damage due to vandalism or weather to materials or 1) Erect interior and exterior wells so as they are plumb, straight , free of �� All Sh,ngles must be applied in strict accordance with menufacturer ;s ears equipment left unprotec ed. The subcontractor will be rc+sponsible for pro- Attention: Vlad Voytilla deviation to plan, and sewers within a tolerance of 1/8" in any dimension. latest Printed specification by an authorized installer . 03 + E . section of materials an work performed by other trades. 4) Roof in to 2) framer to allow a 14i" unobstructed clearance between studs for g qualify for protection under manufacturer 's 20 year warranty for 4) By submitting Sharp Drawings , Product Data, and Samples. the sub- this of optional medicine cabinet at each bathroom wall adjacent this product . OWNER SUPPLIED PROVISIOOS contractor represents that he has determined end verified all to vanity mirror . ...r...r materials , field measurements , and field construction criteria Tualatin DevelopmentCompany responsible5) Subcontractor to supply to Tualatin Development Cor000 `y. manufacturer 's Corn an will be for and maintain the related thereto , or will do so prior to Ow start of work , and that written warranty upon completion and prior to payment . proper operational function of the following: he has checked and coordinated the informetioe contained within such DIVISION 12 WINDOWS 1 Submittals with the requirements of the work and the Construction - - - 6) Color to be Highland Brown per manufacturer 's standard color selection. + 1 ) Temporary toilet favi 1 Icy Documents. SecCl A - Sliding Windows , Fixed Windows , Patio Doors 2) Temporary water supply for construction purposes. 4n 3) Temporary light and power I ) Al ) slidingwindows , fixed windows , and patio doors to be aluminum frame as DIVISION 17: SIDING MATERIAL ,• t AV 4) Temporary heat . as and if required DIVISION 03: PERMITS AND FEES - 5) Job office with telephone and space for storage of all —' manufactured by Milgard manufacturing, Inc . . or peal , per the fit owing ' construction documents. Section A Building Permit schedule end sized per plan. Section A - Siding ' 1 ) All exterior sidingto be 1/1" ,~ ' Q Sliding e edows 1100 Series e, 8 A vrrlc cedar bevel siding. It will be the subcontractors responsibility to provide any and all necessary 1 ) It will be the responsibility- of Tualatin Development �'••fa,ny to Fixed Frame � 0 O equipment , materials skilled labor , act. required to 700 Ser'ie5 • tools, . , perform and obtain bad pay for all required permits and governmental fees , unless satisfactorily complete all work relative to their particular division of otherwise provided In the contract documents . Patio Doors 4S0 Series 2) Siding to be pre-stained prior to installation. �y work specified in the construction documents for this project . a r 2) All windows to be double insulated . a 1.42 li 1 MEASUREMENTS DIVISION 04-05: OMIT 3) All windows to be "Durabronse" finish per Hilgard manufacturing, Inc . specifications. Section D - Cedar Trim 8 iii Before ordering any materiel 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 sidingand Construction documentrelative all subcontractorsivisiof will verify and approve all field DIVISION 06: CONCRETE FOUNDATION '3) KE`t't�I� 1..-Oz--K•5 �1 I.OW1�F2. �1JIT5 f'�►Tip p�Rs, plan . placed per • nneasurea»nts relative to their division of work for this project . ;T....., a- Pill Section A - Structural Concrete -6) Trim to he pelahed per division 134, 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 wells , footings, and piers reinforced clue.)14 . i .4 field conditions prior to execution of work. and sized per plan . All concrete will be constructed so as to not - exc•ed dimensional tolerance of e/- 1/8" In an measurement and poured • immdwmmit �� 5 It shell be the assumption of Tualatin DevelopmentCompany that the level end taw so as not to exceed a tolerance of a/- 1/8" with respect DIVISION I): EX1[RIOR DOORS subcontractor approves field conditions upon the camrmencastsnt of work. to the specified grade. ' (n� I 9 DIVISION 18: OMIT �� vV Lmewmw4 ............ Tualatin Development Company will not allow any extra charge or camomsa- 2) All concrete forme will be cleave well , prepared and su r Section A • Metal Entrance Doors lion on atcourrt of differences betopo ted. Concrete v OIVISi�I 1�: GARAGE DOORS I ` ween dimensions Indicated on drawings and s111: l be suffielae+tty mechanically vibrated during pour to assure a con- 1) All common foyer entrance doors to N /200 actual field conditions without authorization prior to •cart of work. slstant horeornous mixture throwNout . sherds-Tru •s manufactured by lake Shores Industries e Toledo, Ohio, in 1 ) Provide 9'0" x 7'0" 1/4 sectional overhead 110 htex woodnrain flush ' accordance with manufacturers latest written specifications and sited par `t9 Panel /4 atm >� • 3) 011 concrete used shall be eltlser premixed or tranek mixed with a plan. garage door as manufactured by CrMseford Door Company, Wl.rv'l1YILi.EOreyon. or equal ,- �r / ; . .r l a compressive strengtb � �.ii . at 21 raga. w. 2) Cntrapte doors to be equipped with inswing 2) Doors to be installed with toerislon hardware . '1 ',H3 1l ng style sill with thresholdaMr i Vit , , 4) The subcontractor shall be responrible for proper staging and placement completely wealherstrlop•d• r, of all bolts , co� ctors, anchors, an.1 other related ilerdswre. Sub- 3) Exterior series. ea •f doors to be painted, Interior of doors to receive one coat of ` contractor will protect all coec re t e from premature Irving, vandals .11 wood sea 1 er. t freezing and /armful effects of wether.. r:, w1r 0 1M po1Ated Or division r34 • , x . 1 • y 11 i , . . _ N DIVISION =b: - OMIT S . 1 i , / ter► , ., - „ . A Il . , . I a i ,.. , k.. f • 4. , 1. -� . a _ ' i.,•..... qy,rj�- ' �.�..�..fr.r•-�•►.Y .Ts-�.. M�.y,N+ir-.•- 1 -, IIItlllIIIIIIII IIIIIIIIIIIII IIIIIIIIIIIII Ii IIiIIIIIIIIItII IIIII�IIIIIII I ilillllllllll i ilII1111i1111 i illlllilllili I III�Iil �li il �I� li � I�i � l� � i I�illllllliii l� I I�IIIIIII�I(I NOTE: IF THIS MICROFILMED l 1L ,( J1 1 41 �( �1 �_ 11 tltl 1�( 1� DRAWING IS LESS CLEAR THAN - JJ VV THIS NOTICE, IT IS DUE TO W RQUALITY OF THE ORIGINALDAi (IIoII;IIIIII�II=IIIIIII�IIIIIIIIIILIiIIIIIISII�IIIII=IIIIIII III EIIIIIIIIID IIIIIS IIIIIIIEIIIII�ZIIIIIIIIII�t I' II 1 1 I T T ( II D _ L 9 g ► ) = 1 ~ .,.! IIIIIII1�II111I1I�IIIIIIIUIl1110 IITIIIII Ill' IIIIIIIII IIIIIIIII IIIIIIIII 11111111I IIIIIIIII IIIIIIIIIIIIIII11 IIIIIIIII 111511 ,, MAY 2 3 .: , 5,,,,.. 1 9 05,,... 4 • w. .w • ,.. . t •r ..• �.•.... ;• w "-"'CI r••. ,,�t•.lr.�[ •"Mr..r1 J>`�'1'T '1�`Yjip 19"71111VvIr.r.241.4172.7715're'lli.:74-1.7.77e!r77.: **"rte .�'� sl 'y^,..v-.`^ (.R�F�r,?o. - "..•• .,,• '7 . iJ - 1 . ' 1f ' • �+�� ' � '', JtAt1, • i .4 - r Y '!^ ,1 i� � °k DIVISION 21 : WIRING Settlors r lett Insulation 't' •' • • _ -• • r • 1 ��rt'fa e Section A - Ele:tr ical Wiring I) Provide •11 batt typeinsulation O�V1 011 �� itl� ,�,�C�1 r r ' / tat 1 MIMOAI ti 1IAROYA�E L' ,>. et ion with Kieft backIng es show►+ oil drawings *� '� ^" �- ' •r •" �ad specified herein. t stilts 11 1«ter [►w h1AtIAj . .1 ' tiils�elow A Mirrors 1 I) Provide electr ,cal system as shc•+t On drawings ani spmtlfied herein, • •' / complete in pace , tested, and upsrptin9. Including but not necessarily 2) All insulation to comply with State Code Requirements for applicetion 'I) 0.• filet a M despoil ;1 limited to all service, breaker pan , ratter dose, outlets , switches. shown on drawings. tpni. tllsl/t1� elr, 1 , t P • 0, }/1(M float glass mirror nor f rte of defeats. ' lights , bulbs and wiring required, r State and local codes . • 2) Geer, to be *.lasted 'from enmufactierer't etl t' *elections. 2) Edges to be polished. - { i 3) A11 interi.or common wall to be insulated with 3k" thick minstrel wool belts. 2) 125 AMP meter base , 125 AMP panel arid 125 AMP service. <>JRPI►�Gt MOlar•tt' d►J �orJODMi ii 016 ' FL1' 'H 1ir13) Kitchen sad bathroom* • wand costs owl mel. )) Site location per plan.01JN1'� der �;e.p; �, 4) All exterior well cavities to be insulated with Fiberglas baits. J 3) Furnish and instal ) all bathroom ve /light/heat units as required. A) All KMr ream* - I cratet le4em Ittm•10400M'`mjStl, Section 0 - Nerapesre II' Nutone 19420 or equal . 5) Vapor barriers to be placed toward heated side of well . • I'rr era _ .lea.11r1, Section O - Exterior Painting .f M 1 Garr hardware rs t o be iw1 kse t Grecian.l as. t I' 4) Supply stroke detectors , located per ►len, 6) Use Fiberglas sill seal under all common well end exterior well sole plates C at foundation well . 5) Wire and connect all appliances, per; plan . 1) Ester's? Siding tr be sltolned Ir Olympic, NgN wool . sttllml•tr gent stain I) Volt entry doors to be keyed w/two keys per unit • r r •r Trim to be stained with Olympic. or insert hooey body Stale it 7) Common floor/ceiling assemblies between exllts to be insuletsd with }11" Q`6) Provide 220 v. circuit for clothes dyer and 220 v. )Oa ----- elttp. circuit for mineral wool belts between floor joists In • continuous wMAer N •• to heat pump, located per plan• 61 not allow open voids for sound transmittance. Z) $ldiry `o M Orel/poli stained prior to lass�l let low. 4. ' 7) light fixtures as listed In Division 36 herein 0) Provide R-30 ii118rglas batt insulation In all vaulted sellln r w 4) Provide grand waster key acteseeble to all common foyers and all units. ? , Os 3I r+ age doom t+ be pointed ttrttA hp belt► 041 er. Deliver to project super 1 n t tndsn t . i S) All light switches to be mounted 36"above finish floor except as per plan Sect' ion C Olown- In Ceiling Insulation b) ' Entry doors to be painted t$ tete color. 1 over vanities and kitchen coueter, S) Hardware at each bath to 66; • j 1 ' 9) All outlets , except at counters and �rinitils to be mounted I?' above finish floor . 1) Provide all bloerwt- lls ceilinginsulation located per plan. Section C Miall Cover 1 ng 10) Install one tingle freezer outlet y rear of each garage, hl01: .0 Kf;1>f'ecrivc _ 1 - 30 throve towel bar -, surface mount i �1�1 Glp LJ N T .R�IGE, 2) Insulation to be either i1berglas or Cellulose end she 1 1 have • w I n l cuts 1 ) Oath cert 1 1 etetrwr I eA t o be selected 1 Chrome roll to 11 e t t l s ue he 1 der - recessed mount ''r . V • 11 ) fit-wii ,e ger garage door opener in epoch garage . .• value of R-30 and a Iminimnrtt pth of 9". 0by purchaser ant Installed by we-eotttrat:tor. !� hegira all t�etAroaet walls for wall covering. 1 - Pressure fit shower rod (at all tub/sl.owr mnclusurts) NS 1 t Section 8 - Telephone Prewires I 3) All Insulation to comply with Stets Code Requirement* for application 2) itelrwy foret�t be M� 1 c1Averslde Ie r leek. Selection 0o be 1 - Obscure glass shaver dor lilt all shower stalls) h shown on plans. OK 1 ) Provide 2 telephone prewires per unit complete and operable located per plan. Customer option bath Asrdseart: s 4) Provide baffles at eaves to prevent dispersal of insulate. Section C Television Prewire - , 4}V I S I ON 35: F I N I SM40 /1ARp 5A11'ACES Tu►/Shswsr enclosure shower doors w/chrome frame Section D - Moisture Protection Medicine Cabinet 1.1.. 1) Provide 1 television prewire per unit complete and operable , located per plan. _ Section A - Nigh Pressure Laminate ►lentis Countertops -- Provide 1 central television antenna • 1) 1 per building located in the attic area. slabs on grade. 1) Provide high pressure lawtesata plastic countertops at all kitchen counters and Eaclt television prewire to be wired tprrectly to this antenna. Wilson tops• pdr, plaw. Mia► Art and Nevem*, Kt acceptable manufacturers IN (Forrsica brand laminate will not be accepted) . DIVISIONCAf1PET d Aritl� �i 3) Provision shall be made for future T.V . cable to each unit , 2) Lap vapor barrier edges a minimum of 12'', 39: , Section D - Door Chime Section E - Water Proofing 2) Colors to be selected from manufacturer's standard selections. taction A Stairway Foyer Carpet t I ) Provide through coat of sprayed emulsified asphaltic compound to the exterior 3) full deck seams will be allowed. 15 Provide Orion 0574-350 Berk Carpet manufactured by Crown Conrrtercla{ Carpets. 1) Provide 1 door chime and push button per unit . side of all foundation waPlsyadjacent to earth backfill , `', 2) Locate chime box and transformer per plan. 2) Allow to dry completely prior to backfill . 4) All countertops to kiwiowskedging. 2) Carpet to be Installed over 40 oz. Nair-Jute combination pad. a" c r 3) Chime to be Nutone x'18-14 , or equal . Section O - Tile Osckspleshss Section P - Unit Carpet 7 DIVISION 27: HEATING AND AIR CONDITIONING 1) Provide 2 rows of glazed 3" Square ceramic the et all backspleshel: in kitchen ,3 4) 1 ) Provide equal time series carpet manufactured by Evans/slack. Push button to be Nutone PB-BL , lighted with nameplate , or equal . "-- `--- --- and bath. _ 5) Locate pushbuttons at entrance door per plan Section A - Electric t./GLS- ►- F4.41.-err". 2) Tile to be Maple Pattern Series manufactured by Holly Gilbert Company, or equal . CS 2) Color to be selected from manufacturer 's standard selections . , i ' 1 ) Provide electric A heaters in each bedroom ccxleplete, 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 . , tested , and operable . 4) Tile to extend up well to microwave oven at range. �EeG?CCN ✓ : r11N1 �Vll.ji7s • DIVISION 40: LANDSCAPING, FENCING, DECK RAILING 21 Electric at_t„ heaters to be �1/_� t or, _� �a with _ Section E - Security System remote thermostatic control mcunteA on wail , Section C - Vinyl Flooring end ease __.. 1 ) Section A - Landscaping • 1 ) All vinyl flooring tea be Armstrong Sundial or equal . Pattern and color to be _ '. lected from manufacturer's fac�urer 3) Units to be sized by supplier and location verified with Design Department , 's standard select ;on. Refer to plans and specifications prepared by others. Tualatin Development Company, at the time of bid sub•ission . Section B - ►teat Purl!, 2) base to be 4" rubber type of cowplementry color with vinyl . Section O - Fencing 2) Manufacturers of Security Systems shall submit proposals outlining type ofrt.-"....m system, performance , etc . directly to the Design Department , Tualatin 1) Provide through the wall Ioneline IV heat pump as manufactured by General 1 ) Provide fencing for privacy screen , trash can enclosures , etc. , per p1,41‘. Iiia Development Cor•pany for review and selection . Electric Company ,. Model rti0753D.i with GrillE SRAG45CT10 (Dari. Maple) � A i 77 ;,JA..L. G,I��Ei ►.AFI�A/} RoUM .:::/•.1511-10.-T. 2) Fences to pe conitructed of siding. Applied to framework of 2x4 rails and _ -y,-__- 4x4 pressure treated O.F . posts. C iM 2 , units to be located per plan in rough framing open provided, D . . , _IVISION ?2 : PLUMBING O 3) Posts to be placed minimum 10" below grade and supported by concrete. w 1 ) Provide all plumbing systems as shown on plans and specified herein , complete DIVISION 28: GYPSUM DRYWALL Section C - Deck Railing a., c, in place , tested and operating , per state and local codes . --- - —____. - 464• I ) All gypsum wallboard to be of type and thickness per plans and specified 1) Provide deck railing per plan. C Ne) 2) Supply fixtures per schedule : herein. * ; Gallon '.tom/ Q J/K . 2) All ceilings `) r 'v 4: .. p'4.r1 t:i)"r!• .1_- ri ( V/.ie. .,• ii. ,_ c' �)M'E tirr'- I, 46..V f Pr „` Water heat( ' , �_ to be machine brocade finish except at bathrooms and kitchen. ' State F 'v 4,'-,y?,'c t equal . , ")i--'• J•h - . -1".-d ` c-A f- - E:K f'1,:, E_.. i.A 1 t...<,, ✓"TL . 3) All walls to be spray textured except at bathrooms and stairway foyer . DIVISION }6: LIGHT fIXTU11tES •, G- �- o ,.• Kitchen Sink CUTOUT ti 21"x14" stainless steel sink P ' 1 n 20 Gage: Elkay PLR 15?? j. • ' ► .l'/.I I �/)•X Ila! /�� •!d D t��s��.> / ® �i W�R'� RIJ KAP LPDA ., �� LVV r [/1� i Section A - Purchaser b Prepare bathroom and stairway foyer walls for wallcover . Option Fixtures eV( Ni FG, i2 Water Closet American Standard 12122 .448- 1) Purchaser rchaser to select l ct tlxtures for dining room and entry with allowance from Section 0 - hail box Stand5) All windows to bewrapped with (4'�.', ;,' !�6t .l"1 d �K �SL►i��, 1io ill •ILienr . lighting supplier 's showroom. 6) Ceilings at all lower units to have 5/8" gypsum wallboard installed over 1) Supply well bort stands of type and location per plan. Lavatory CUTOUT 14 American Standard 10476.02$ • resilient metal chanels (IRC- 1 ) attached to floor joists . At areas with 2) Suggested allowances for dining room future is $100.00 and $40.00 for entry, i 8.,ne, OVAL SHAPE framed soffits , attach 2) Stand to be stained to match belldlny trim. •e ;:: . gypsum wall board directly to luring. ,, gift Seat #40 Olsonitr Plastic , color 7� %I' � � g�,r}!N� Fal i'�LA 3) Electrican to install at purchaser's direction. r toi•+atchwater closet . �lJi3 hk0�1f1.• DIVISION 2 MASONRY FIREPLACES �'E{VIr1i� �'. �dR I ♦♦!K, �! GDp�, Settles 0 - Electrician Supplied Fixtures and Retell lighting Supplied Fixtures: OIVISION�7: APPLIANCES / IX Tub/Shcr..er I a 1 0-6 by Dura Glass , I) Al ) fireplaces to be Masonrysized per plan. Color to Wytch American P I) St�tsd type from schedule or equal : Section A - Guilder Supplied Appliances Standard (lone- 1^11 PA •I Pr I..% G LAL,<p Z R, LIGHTING 6Cifrntnr ••—+ tocnnc• P10(>•+ t'w'iFl`!TI!R1 rnuyflTr t trail ritcIup — I) All kitchen appliances to he 1984 Model year General Electric or equal per 48" Shower S-4 or S r byDura Gla 2) Brick colors to be specified by T.D.L. Design Department . '- schedule. ss . . 1 Color to hatch American t E `C.• Dishwasher 1 GSDC:.:'::: 1 Z. 6 (Mote. To determine quantity of 1 DIVISION . :Ir1�F-�L�'1�M�rpr. ��N1/L AREAS ,� 49 light fixtures needed. tet which Disposal GFC 4�'=) Standard - Bone. --- - _ ` g unitt occur In building. Set i 04 UPPEsr i1N !T•5 GN L ', ,eit , : ,, , ',-le - un1ti Plan.)r Range ..ISP-27 { /� � SMicro Wave Oven ,,I JVM• 4.4- 3) All ccrntrpl devices a� follows . _ j �- __ ��'• fir. . .. ��`� Su rlf_nd by lltihtlr•• Co Su•.Iled b 1ec ri i .n til.E. l'ILIM KAT `L. P'Ir'e-' ) le� "la IS O DIVISION 1 : FINISH MATERIAL • Garage (See Plan) 2) Colors to be selected from dtandard manufacturer 's colors . _ Muton. 111 2011 Wall Mount T/\ ( 1 u, , , , „ SuDV) Y •Il :00 Guy L Gray . Section A - lfti I lweark latera to •e cc acted ��/l (10) Tub/Shower 1636 WS Delta Or #642 I Entry 1111111111111/1/11111111 111 i1 by Buyer 3) Washer/Dryer units to De Frigid re Z24% .J 1TaZlwys �m Kitchen 1110CM Delta. 1) ' ��1e'©1�'©1�, g to s► • '��I lavatory 1512 WF Delta. Base and casing to he 2 1/4 " Colu•lial prefinished. ',i-TTe ecce" DIVISION XT except l Wry li 4 C * 2, r * • w•v• �r' 1111111011 l•gh� 606-°� Cel ng oN ��: EXTERIOR PAINT COLORS `v� All to be chi-,rat• finish , y PP y �i1V15tt71J s) Lt'SUrV� down p at d supply . ..tura to •e se rate. �� PL.. r'' F-%R. �5. .4.‘,14.12.0...1r1 .p e..v nfntnj a e�� `L/ i p NOT N, t..110E,i 3) Interior closet shelving to be constructed of partical board with finished '11-14E 1'irtplace , sr SS • NeVined 4, DIVISION 73. OMIT t.. .) a f:eNie_i-zr TV-FCL edges sized pea plan, Eyeball Its! '�j �14LM'( JN I'1"tr riret]ate , aq ou• e dnvn 8 E Section B - Interior Stair Hands i I suchen ceiling spot GIYISION 14 OMITup Luminous Ceiling (See Plan �tth,n Ceiling • •.• u•t i) Provide interior wood stair rail per plan. ltitcdFen Sink Oak Frameaye ,.,-. irri..g 1, ; , - frIIIIIII4 D I Y I S I ON 25 r i (-MIT # Ceilinp Li/ht light 2) Stair rail to be constructed of kiln dried V.G. Fir or better . 1Citcnen Stmt. Mutons 13 �' Cabinet Light iluorefcent I ' Z! - . Eag e I - �•u• e DIVISION 26 -- THiP.MA( AND MOISTURE PRGTECIION 3) Finish to *hatch interior millwork used throughout pro act . mate Closet 5..1 U ST - n Eagle /15606-02 Cei l ing Closet Light Section 4 Rigid Intiulat ion Master Bath111111111111 +J Vanit Valance Light Per Plan . , j:::::: , DIVISION j2 : OMIT � , Master �ach Aubrey 17701 Dmwbie Heat • Tut 1 ) ' Provide ode :. 11 r ityiil insulrtt ion , per plan , at foundation mal Is . light w/ran ' Nal] Bath ,- t . Ali insulat ion to comply with State Code Requirements for appl icat ions OIVIStON j3: CABINETS . \ Vanity Valance light Per Plan fit, ,war or Irl JrtS . 10-Section A - Cabinets • .t . u..lrTTl41 Double. Rt.t L ,� ► )) Insulation to have a maximum thickness of 1a" a - 'tearoom 12 1 1 III ] aye �- •ou a 11 ht ,./ran / 1) Cabinet to be model IIOOOflusle white oak with j0 reverse bevel dporq and Den 1 Spot gNT Kor'$►'on interiors as manufactured by Park Place Wood Product's , er err City, ii ' air mio 00oo Moue rr3zo]riTart - 1 Oregon D7 equal f s-` ?alio or Deck 1 1 _ _ 9otanwn ntry - t Halt u lltl,toller /1101► , Nece:s► • • cot.nn ntry - . 11r. tight : L l S Kel2) Cabinets to be sized per plan. • - side T I /e592 60 Coon Entry 1 llghtoller /Illy •}) i. g 11 i L� I i 1 I I [J 1lecess - Finish t0 tet ll ht Oak Door Chit 1 1 11 1 11 1 11 1 1 LR-Ile Outwit (Recoiled) ` ., ,t • -♦ 11.4 . 1:, , ,.•111 I leer/act line , 14 i Grund Lighting Mt-14W 07,3:400 ' r Street ll.nttn• (See Plan) j Sternberg 15�Ii wl0 r I r _ ►11: SOV H.P.S.M ► /conte _ A. 1 4 - I r 4w• i - . i I I r e • .4 ,..). i / I I a► -. • •. / 44 • I I) -i _ 4 ' IIIli� rIII IIIlIIIiI�1I I III1I I_liI�l'III Ib1IlliIII1III Ill III1IllIIIli�IIIiIII1illiI1IIIiIII1III�III Ill IIIIgiIII lIIIiII � �1I 'III1IIIi1I1II1IliI 1I41!NOTE: 1F THIS MICROFILMED ! - y DRAMINC IS LESS CLEAR THAN - THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL l . Ll I , i t lI11I d1 LI9 IllIit lt 1 1. ' DRAMING 111111111r1111IIll lIIIIIllII llllII111fI1IIII IIIIl IIIIIlliIIill)Ill IWIIIIllilIlllllltllllllllIII(lllIlIll llI l (lIllllll Illllllllllll111IlilliIIIIIIlliIIIII III IIIlllllIIIIIIIII11IIll IIIIIIIlIlllll) IIIIIIIIIIIIllllIllllll ll MAY 23 ' , 1990 , 1ar . I .7rn• •.0.,a..r,mh!irk:: 1 '� S' 3 fl aT 7 I.v� ,77. ♦ .. a .� i.•..1 ••' !'li I�' ." 1'"� I""' ~a•'Rl w%I * , +' ` •; , , ' T tt^ �17 I�w�f ll�•"! " ^^' i u R r�' ^'wf1/1�'��' �, '1 ( i��l tC` 17 . !►+ y . ' �'M. °I' T/ i, t 1 tiY � • ../ ' � 534 r ♦ •7 j' 1• ;. �� ` r, �.. l •,r t ♦�"' '� .• A . ' 1� .'++ -T .� •c•��,. ♦ •' .' • ' +IfIllpirriertlgrrel .• . I • . I f . ' • + , -, • , •N ` V • • \ f, ' II . + , . • I 60 , i ,I : , / . , • ! • • - NAILING ANO CONNECTION SCHEDULE f 4 STRUCTURAL NOTES ti�/> , •1 ----- MINIMUM NUMBER OF NAILS FOR WOOD NM/AS • 1 • . , • . '' L T VE LOADS _ _�„� ___ - f xGfPT AS NOTED EGD ON UR/W 1 NCS i� 3X0f- • 25 LBS. PER SQ. (SHOW BUILD UP LIiAOING AS PER SEAN CONNECTION • I� , Y _. - --- __- _ - _..-- _ - -- - ----- ---------- Q (� N SNOW LOAD ANALYSIS-)15� - 1 . N FLOOR .•.--. -- . 40 LBS. PER SO. F1. • -- WIND U.B.C. BASIC 25 LBS. PER SQ. FT. STUDS TO NATE; END NAIL 2-16d '. • • ^' SEISMIC U.B.C. ZONE I1 197 EDITION 0* - 101E NAIL 4-lAd f ? • . , ~ Z . LOP PLATES b BOTTOM PLATES ' 3 Die a- FOUNDATIONS - SPIKE TOGETHER l0/ P B" d.C. ' l DATION SIZES ARE BASED OK A TOTAL LOAD BEARING SOIL PRESSURE OF 2000 L . PFR - LAP & INTERSECTIONS 4-10d EACH SIDE JOINT • '. 1 ' SQ. FLOOR JOISTS (ROOF JOISTS) (CEILING JOISTS) • , Sq. FT. _ ' 2. FOUNDATION ELEVATION SHOWN ARE TO BOTTOM OF FOOTINGS AND ARE BASIC SID ELEVAT101r5. °' TO PLATES OR BEAMS - TOE NAIL 3-lOd �• . . - 3. ALL FOOTINGS SHALL BE FOUNDS ON FIRM uNUISTURBED ORIGINAL SOIL2- 10d ' BLOCKING TO PLATE - TOE NAIL r� '•' 4. ALI. FOOTINGS SHALL BE A MIIIIP 1M DI 1 ' -6" BELOW FINALGRADES OR 1 '-0" BELOW EXISTING *COCK(% TO JOISTS - EACHEND 2- 1')d GRADE WHICHEVER IS LOWER. . i BRIDGING TO JOISTS 2-10d ' 2 5. ALL DISTURBED SOIL SHALL HE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION TU 10d 8 12" O.C. ' n 0 ,,i) „ CORNER S TU1JS . _ , NEAT LINES. ?X LAMINATED BEAMS 10d P 12 T & 8 STAGGERED 6. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2 -0 HORIZONTAL pi „,,. 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) ly " INDEX 32/16 � + 1 WHIN APPROVED BY THE ENGINEER. 1 . ROOF SHEATHING 5/8 IlDE ---� 4 AT EDGES Of EACH SHEET !� BLOCKING & WALLS 8d H 4" O. C. � � CONCRETE - CAST IN PLACE AT INTERIOR OF SHEET 8d P 10" 0.C. I-.- AIL cO ERT T-CHALI DEVELOP A MINIMUM 28 DAY LABORATORY CURED COMPRESSIVE-CYLIMDU AT BOUNDARIES OF ROOF 3d 0 4" O. C . R <I , STRENGTH OF 2500 P.S. I . FOR VOUNDATIONS AND INTERIOR SLABS ON GRADE . 3000 P. S. I . FOR OTHER CONCRETE EXPOSED TO ELEMENTS 2. FLOOR SHEATHING 5/8" INDEX 32/16 MINIMUM OF 3 CONCRETE TEST: CYLINDERS SHALL BE PROVIDED FOR EACH 100 Cu. YARDS Of AT EDGES OF EACH SHEET, BLOCKING & WALLS 8d la 6" 0.C. ,y� P1 EACH CONCRETE STRENGTH. CYLINDERS SHALL BE TESTED AS FOLLOWS: 1 @ 7 DAYS; 2 M 28 AT INTERIOR OF SiEETS Rd (3 8" O.C. DAYS. AT BOUNDARIES OF FLOOR 8d @ 6" 0.C. 0 f) 4 C JSTRUCTION ALINESIVE TO TOPS OF All JOISTS. 3. CONCRETE CYLINDER AND TESTI.I SHALL CONFORM WITH ASTM SPECIFICATIONS. APPLY 1/4 0 CONTINUOUS BEAD OF 3M431 OI ` ` 4. CONCRETE, FORMS MIXING, PL .TNG AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE BLOCKING AND PLATES 1MMEDIATEL.Y PRIOR TO PLACING PANELS. `J I PRACTICE , 1976 EDITION, AND PECIFICATIONS. i 3. ^1•IALL SHEATHING 1/2" INDEX 24/0 BLOCK ALL EDGES WITH 2 x 4 FLATS 1M \, ;, i I AT EDGES OF EACH SHEET TO STUDS , 'P I BLOCKING & PLATES 8d @ 4" O. C. Z •,' AT INTERIOR OF EACH SHEET 8d 0 10" 0. C. Oi LIGHT_ METAL PLATE CONNECTED WOOD RIJSSES AT BOUNDARIES OF WALL tad 0 4" 0.C. - - I ' 1 . SUSSES ALL COMRIY�1(7N U. .C. 3'1'ANDARU NO. 25-17-79 AND ALL PROVISIONS OF THE . 6"� DESIGN SPECIFICATIONS FOR LI HT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS I'YPSUM SHEATHING COARD . X11 GA. X 1 3/4" X 7/16" HEAD 6" 0.C. c:: PLATE INSTITUTE TPI-78 EXCEPT AS OTHERWISE NOTED. 1/2 AND FACTORED BLOCK ALL FDGES WITH 2 x 4 FLATS DIAMOND PT . GALV. NAILS �r� ..Y,: . 2. ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL BE MANUFACTURED ;� ALL STUDS, TOP & (3011011 PLATES b BLOCKING 6" O. C. 1 BY AN APPROVED MANUFACTURER. 1 U `'4 4 OF L/360 OR WORKING STRESSES FOR THE 3. MEMBERS SHALL NOT EXCEED A LIVE LOAD DEFLECTION I/2" GYPS(1M WALLBOARD 5d COOLER NAILS 1 APPROPRIATE MATERIAL UNDER A TOTAL LOAD OF 40 PSF FOR ROOF MEMBER. WITH 2 x 4 FLATS 6" O.C . 4. TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH REGISTERED BLOCK ALL EDGES • V J 2 ALL STUDS , TOP & BOTTOM PLATES b BLOCKING 6" O.C. PROFESSIONAL ENGINEER'S SEAL. SHOP DRAWINGS SHALL SHOW CLEARLY ERECTION PLAN AND ' 71i I) _• ,t - ALL STAY BRACING FOR TRUSS COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. 5/H" GYPSUM. WALLBOARD 6d COOLER NAILS 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFERx ATANY MEMBER OF 2000 LBS. AND MINIMUM SIZE OF PLATES OF 3" x 5" . R. ALL ALL EDGES, WITHS2 4 FLATSAT6" O.C. E A ALL STUDS , TOP S BOTTOM PLATES & BLOCKING 6" 0.C. 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH 1-SIMPSON HI CONNECTION AND 3 - 10d • -:r: TOE NAILS UNLESS OTHERWISE SHOWN. 7. DOUBLE JOISTS UNDER MECH. UNITS UNLESS OTHERWISE SHOWN. OTHER WOOD CONNECTIONS - "• MINIMUM •SIZE AND MAXIMUM SPACING ta. , PLATES TO CONCRETE FOUNDATION WALLS 5/8" A x 10" A. BOLT M 4' -O" 0.C. GYPSUM WALLBOARE) AND `,tILATHING BOARD PARABOLT_CONCRETE ANCHORS 1 1 . GYPSiirf HALL 3)ARD SNAIL CONFORH TU ASTPI C36- 15. 5/8" 0 x 8 1/2" @ 4' -0" O.C. 2. GYPSUM SHEATHING WARD SHALT CONFORM TO ASTM C 79-75. 3 GYPSUM WAlll;OAI�!,, SHEATHING BOARD SHALL RE APPLIED WITD STAGGERED IND JOINTS AND LAG BOLT INSTALLATION: PRE-DRILL HOLES FOR LAG THREADS 1/2" 0 BOLT = 3/8" 0 HOLES ; r„ 5/8'' 0 BOLT = 1/2" 0 HOLES I g . �1f,1LEP As PIP ',P1 (.1FICATIONS /AND STRUCTURAL HALTING SCHEDULE . 3/4" 0 BOLT 9/16" HOLES , FRAMING LUMBER SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLING WITH WRENCH ONLY. • 1 . AI t F1tA�AING LUMBER SHAT 1 OF WESTERN WOODS GRADED TO STANDARD WESTERN I I)"1HEk ',PAD1'i', ;f)'NAIECT ALL BEAMS AND JOISTS WITH SIMPSON HANGERS TO DEVELOP STRENGTH OF 'TINKERS. 16":"PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD.F;t�' i H3. . A. E xTER10R WALL AIMS NO. 3 1 rb MOO ', OR STllt) r,kAlll ) Fc 1 3f35 li ii ' . ., C 1 ,500,000GENERAL � ,� ,'.'�' "� ICI Vf li » B. INTI RIOR YJO.LI STt1US ) Fh 600 .1 • GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. _ tiTU:t)GRA F B: TTfR ) Fc - 385 SHOP DRAWINGS SHATL BE REQUIRED ON REINFORCING STEEL , TRUSSES . AND SHALL BE REVIEWED •,, OR SIU': GRADE 1 PR1f)R TO FA9RICATION. E 1 ,500 ,000 pit I:. JOISTS 3. FIRST FLUOK SUMLI. BE PERMANENTLY ATTACHED TO WALLS PRIOR TU BACKFILLING AGAINST - ; C: = 'JO• .' ) F r' - 1I�5t1 S"TRIJCTURE. ( 1 ,5Uo,UoU1. THIS ',TRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES UNTIL THE 40,' ,AMS ROOF AND WALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. ', ''• ) Fb 1350 5. ALL CONCRET • E JOINTS SHALL BE ROUGH TEXTURED WITH 2X KEYS AT CENTER OF WALLS AND RI g' N0 1 ) • Fcl - 385 SLABS. CONTRACTOR SHALL MAIN STRUCTURAL ENGINEERS REVIEW ON DETAILS OF AIL I p F • 1 ,6OU,ODO CONSTRUCTION JOINTS PRIOR 13 CONSTRUCTION. " 6. GYPSUM WALLBOARD IS USED ON THIS PROJECT FOR BRACING OF THE STRUCTURE . CONTRACTOR 4 . ''n r5 TO PROVIDE ADEQUATE BRACING UNTIL ALI. GPYSUM ,Jki1.DOARD HAS BEEN APPLIED AND FULLY NO. i I ) F-b q50 ra•A I L F _ i ) E 1 ,200,000 I . BI Gig P IND, PLATES ,/ li[;IU ,I;4G . . STANDARI' OP BETTER ) Fb • 600 OR STUD I,RArlI ) Fc - 385 O / I • 1 .500 ,000 r^ M� CONCRETE:, . . _ REINFORCING STEEL V� . , '[.MBEK., .ix t)R LESS (LE:AS UI'1EASIUN) SHALL BC MAXIMUM 19'. c'IOIsTuRE CONTE'JT . 1 ALL �E N ORC't'N� ST I FOR CONCRETE SHALL CONFORM TO U.B.C. STANDARDS N0. 26-4-76 .. (i�/ 3. NN(,, :UF SOLID BLOCKING (SAIIF' 0Pi TN OF 'TEI•MBFR) Al ALI POINTS OF BEARING AND 1 x 4 AND ASTM A615 GRADE 60 FUR ALL . of-�-- ?. . All. REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE t4ITH • �� _] BRi,h;ING ,1 0' -0" 0. C. mAXIIIUl1. x' i. ALI. "I /'Ti S AND I LUGEi:S IN CO TACT NI TU CONCRETE OR MASONRY SHALL BE PRESSURE ACI DETAILING MANUAL 315-80. TREATED. I EU ,t t '¶A BE SFI'A ATt:3 FROM CONCRETE �)R MASONRY WITH 3!) LB. ASPHALTIC FLIT A. All REINFORCING STEEL SNAIL BE ACCURATELY ANI,' SECURELY PLACED. •*A' DOME .Ai , J01( 7-. ul/Uf P ALL APAI L EL- PARTITIONS. ..,-. B. RE I NFCRC I NG SHALL NOT BE BENT OR [,I SPLACEU FOR THE CONVEPI I INCE OF ,. POI, 'I9ii i'+I qi S HFDULL 4;w 0RAWIIIGS. OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER. C. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL 8E : PLYWOOD sHt •' THING 3" + 1/2" TO BOTTOM OF FOOTING 1 . ALL 'I Y'J17U1) S11f.�1T�111iG ShALI, iF CI) GRADE- , Ui41IS5 OTHERUESE SHOWN, WITH EXTERIOR GLUE 2" + 1/4" TO EARTH FACE OF WALL • i1AN A( TJRED 1N AI:CORDANCr. k' TH PRODUCT STANDARD PSI-74 .� A. HOOF SHEATHING 1 'c ' O'1 5/8" INDEX 32/lb 1" 4 1/4" TO INSIDE FACE OF WALL 0 8. DECK'S 1/4 ' INDEX 48/24 T b G „ „ ;:16.4 2 * 1/4 MAIN STEEL BEAMS AND COLUMNS - C. WAcLtS 1/2 ' INDEX 34/16 3/4" + 1/4" SLAB' TO TOP AND BOTTOM SURFACES " J. MALI 5 1/1 ' INDEX 24/0 ,'. PLY JODU SHEATHING SHALE_ BE L ' 10 WITH ENI) JOINTS STAGGERED. ,F. LAP All BARS A MINI►IUM OF 36 UTA�tETERS EXCEPT AS OTHERWISE NOTED. U . BLOCK ALL WALL SHEATHING WIT ? A 4 FLA( BLOCKING AT AEI f DGES. 4 . NAIL AS PER S:HE DUI-EI AND URA I I:JIGS . ',or= . .,. 5. LAY OUT PLYWOOD 'U ELIMINATE ANY WIDTH LESS THAN 1 ' -0" . t'R I I r • . , r . , 1 t , . N / • f ,) 1 5 •„.•'^-:: .* ,Ne{tppl.�eFw... -.:. .. .w.Y.Ar..-...__w...�.....•..w...�.IY�,I� •.i.M.lomens. Al J z I .� III�111 IIIIIII IIIIIII VIII I IIIIIII V III�� IIIIIII IIIIIII IIIIIII IIIIIII IIIIIII IIIIIITHIlli IIII ;►Iy IIt'III (ILII IIllil I IIIIIII �I�IIII�III I I IIIIIII EIIIIII I�III'I III I E .----- , _ -- ._.•__ _ _ . NOTE: IF THIS MICROFILMED I I I �, I J I 4 I 5 I 1k / I (j , �+ 9�_ �b� 11.11_ I ��DRAMING IS LESS CLEAR 1NAN __ ___1 __ _ 1__ l _ �__ _ THIS WAICE. IT IS DUE TO -THE QUALITY OF T1# OR IGINAI pig �Z 'Z LZ Z 4Z Z Z �Z IL Z 61 l LTl Sit l I i 11:1 1 ill T 8 rev L 1e -T_ ► F L wDRAMING. ( II �. 'II III I ''I I i Ilii Ilf 11►�� 111III��1II111IIIII11I11II �IIII TIAL 11IIIIIIiIf I►IIII1II I � I I I I I III II I II � �� Illll�lul ILII II I IIIIIII. Sit � (IIIIIII IIIIIiIIIIIIII.III Illl�llllllllll,llll III IIIIIII � II � I hill � II IIIIIIIII IIII�IIIIIIII111111 III II (IIIIIII 111 III.. .,, 111111 II ..I � I ILII � �� IIIIIIII �� IIS . MAY 23 19 n .... . 9 " 5_,.