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P Y tr 1 t. a LJ • ,r' � r j z � �'..•�..► 4.444 v � _ 4444 _.. .... ,.....-.......r--_...r,..-- -l.. .. ..,.,,r..,,.w..,...._ II III III I+I I�I III I I III I�I III I I III III IIs III III I�I III I I III III III I I ;III III IIS I I ri IIS� iNOTE; IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN --- - -- I THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL - — - - -- -�-- -- - — I -- -- DRAWING. £ Z Z LZ Z SL Z L Z iL Z f;II I I II T 6 N i L9 4 ► £ L t ,,rl. i iillllliilii;ll�lll Ill iiil flll,ll .1111 i illl�i�iilill • 111111 � I»��I� I , II III I►►���►���►.��►���� ►�II��►�� ► ►�����►�►��I�I��� �I�li►�����►�►I►�►�il�������� ��►.►II I � ►i�l.iii�i►�1 I ►IIIIII�I Illlli JU � i NE 1 . 990 t ROYAL GARDENS CONDOMINIUMS 111 '� I V l f►� ta�r !!E TIE F t.A T'1101f� ON KING C ITY, OREGON •�-�--r -ChaDIVISION 14: INTERIOR DOORS nq�e orders, a s regi'i j e/a•wi l l ire l.e t 01ated 6V toe �s l gN Depsr twepi t of Tualatin Developns��` Company Section A - On-Grade Slabs , Walkways , Patios , and Decks Section A - Interior Doors Change orders shall be used as the owners means to alter work specified In i) Provide all concrete flatwr)rk for on-grade slab flooring , walkways , Pat exterior deck t ire 1) Provide all interior doors as shown of type size and swim per drawings � GENERAL CONDITIONS the construction documents due to error*, aelislons, motor lei shortages, P , WP � . Steps , entry stoops , and other exterior and s g p gs specified herein complete in place , tested, with all operating Wbstitutions, etc, on grade slabs per pias. ` The Estimating and Purchasing Department of Tualatin Development Company 2) All on-grade slab flooring will be poured level and trge with respect hardware. _ to the specified rade Passage Doors Hollow core flush with REVIEW AND ACCEPTANCE_ OF SITE , PLANS, AND will be responsible to verify the changes order request for cost or credit 9 Per plan . o with the subcontractor. ` v Bi -fold Closet , Laundry , Birch Veneer " It will be the understanding of the owner, Tualatin OevelopmrntCr�mpany 3) All on-grade slap flooring will be double steel trowled and free from linen , Lntry 6 Walk- In , i that the subcontractor has completly reviewed and has accepted all con- The Construction opwent will be responsible for boos or hollows . Closet Doors p Departerw+t of Tualatin Mvel 1 /2 louvered wood # struction documents (plans, specifications, scope of work , etc. ) and the Issuance of the Change order to the effected subcontractors. ` proposed project site at `;he time of bid sut)mittal , 4) All concrete shall be either presrixed or transit mixed with a com- Pocket Doors H pressive strength of 2500 p. s . i . at 29 days . Hollow core flush with a� I ,s AVAILABILITY OF SPECIFIED ITEMS % Birch Veneer S) The subcontractor shall ►e respor�,sible for proper staging and placement Unit Entry Doors of all bolts , crN►nectors, anchors , and other related hardware. sub- 1 - 3/4" solid Cure flush with ! Subcontractor will verify prior to bidding that all specified Items will be Birch Veneer i hr rated with available in tlmt for installation during orderly and timely progress of work, contraictor will protect all concrete from premature drying , vandals , ( 3>` freezing , and harmful effects of weather . 20 minute. jambs) install with DESIGN SPECIFICATIONS self closing hinges , unless In the event specitied items will not be Sri available, the subcontractor will otherwise noted a plan. I'lJL_LY notify the Design Department of Tualatin Gevelo nent Co, Inc. 6) Concrete shall be mechanically vibtated sufficiently during pour to r- • i Y 9 P p prior to bid - assure a cc.nsistan: mous mixture throw ►r)ut . W �c� lijlE� llC.,}Cll,�i submission. DIVISION O1 : OMIT �9e g , 2) Doors and frames to be prefinrshed to match finished interior millwork used • throughout project . All casts of delays because of non-availability of specified items, when such 1) Exterior steps will be constructed with a minimum 15" tread width and • ( ' delays could have been avoided by the subcontractor , will be back charged as DIVISION 02: CONSTRUCTION DOCUMENTS a maximum 6�" riser height . 3) Provide all door hardware as specified in Division 38, Section 8 , herein . necessary without any additional cost to the owner. - 4) Subcontractor to supply complete color and finish samples for selection to V I Section A - Civil Engineering i Site Mreloptaant 8) Ramps will not exceed a maximum slope ratio of 1 . 15. the Design Department of Tualatin Develo �95TITUTIONS OF SPECIFIED MATERIALS ' pn►ent Co. , Inc . for approval prior to production. - 1 Plans and Specifications by: � Structural Engineering by: 9) All exterior 7 Proposals for substitutions of materials equipments, and methods will be IJ, patio and walkway surfaces to be exposed aggregate with considered only when such proposals are accompanied by full technical data rW ;ZI tl MC,M4,��, L-r- . 0 eooxv coat surface� �Gfinish. proposal .and other information required to evaluate the ro osal . a� �I^(•I "l' = Olde Mellor Englnaers DIVISION 15: -, �- . -- GUTTER AND VENTILATION ` \ ,i S.V. Lake forest g1y0. DIVISION 08: OMIT v �:.G't•1 i`' iA'�' -4A*o Oswepo� O riagw 978) _ Section A - Gutters and Downspouts Proposals for subs tItutiops will be submitted to the Design Department of �IC,/�•!` ✓y GR . pouts f�- Tualatin Develope6nt Company (S0)} 635-9416 DIVISION 09! FRAMING MATERIAL 1) Provide all gutters as d downspouts shown on the drawings and specified C�J�� - ��ci ' �4 �� herein , complete In place, tested and operating. Do not substitute materials, equipment , or methods specified unless such .V Section A - Framing Material �- suDst lotion has been approved. 2) All gutter and downspout Section B - Architectural Plans t S po materials to be 26 gauge galvanized sheetmetal . CONFLICTS BETWEEN CONST'RUCT'ION DOCUMENTS Specifications 1) All lumber is to be well seasoned , air on kiln dried r ' uniform moisture content , free of dryrot , twists or splits and sized per plan. 3) Gutters to be 5" style facia type mounting directly to end of truss tails. Should any conflicts occur in or between construction documents, the order 1) Plans prepared by: 'K' � All 2 x 4 studs to be standard or better grade Coast Douglas Fir. All 4) All materials to be ri d ' of precedence shall be as follows: Department of Planning a Design P me and ready for paint . O framing lumber other than studs to be 112 Coast Douglas Fir. 1 Tualatin Development Co. to be NI Coast Douglas Fir. g alt General Conditions 153 S.W. : 16th Avenue 5) Downspouts to be connected directly to storm drain system. 2) Specifications 1 yid Oregon 3) Pressure treat all sills , plates , sleepers , nailing blocks , and ends of studs 1 n g 9 97223 and posts in permanent contact with concrete. 6) Downspouts to be installed, der plan, v 3) Scope of Work � ..` 4) Large Scale Drawings (Details) (503) 639-3101 4) All lumber delivered to project site to be stored 6" above ground and pro- r( 5) Small Scale Drawings tatted from weather. 7) Downs uta to b L•� 6) Project Field Superintendent po a always installed plumb without offset . Section C - Landscape and Irrigation J In any case, notify the Design Department of Tualatin Devel S) Roof and wall sheathing to be J" 4 ply D.F. C-D grade exterior glue plywood. Section B - Ventilation moment Company , immediately for their consideration upon finding conflict and prior to 1) Plans and $pacification% by: proceeding with work. 1) Vent all appliances , directly to exterior , per plan, providing any required 6) Flooring at upper level to be 5/8" Plywood subfloor, nailed and glued' damper systems per code . David Zimmerman, Landscape Desigs,sr with 1 '/2" lightweight concrete over. Terra-Sol landscaping, Ltd, ;'e - FIELD SUPERINTENDENT Tualatin, Oregon i 7) Provide i" D.F', r -C grade plugged and sanded exterior glue plywood at all r ,XY UaIta tp ~ 4110111112111111111111 t® r'oos't vertically tMr+o� Imtorior m11 frareing alis/ exposures. 1Nsto11� tight l"ta roof Jacks, or between floor Joists per plan. Tualatin Oeveloprsent Company will have at the project site, frau start to (50-3) roof and deck overhang posu) 638-3017 3) All vents to be properly flashed and caulked to revert weather f' finish of construction, a responsible superintendent acting as an Authorized 8) Provide all fireblocking as required per Code. P infiltration. .� Agent of Tualatin Developalent Comprny The =uperintendent shall be on duty _ Si 4) All venting a galvanized sheet lsed surfaces to be Hanger# shall use 16 Penny Common Nails g material to ti meta . Exposed (� during all wo-king hours. Any instructions or notices given by him she' ! Section D - Shop Drawings , Product Data . and Samples S) All mpsoh have the same importance as If given by the owner of the project , Tualatin DIVISION 10: TRUSSES painted to match material directly adjacent . Development Company The project field superintendent shall be responsible 1 Shop Drawings shall be t P ) P 9 prepared and submitted by subcontractors Section A - Trusses Vent attic area per code with continuous ridge vents and gable end vents for general on supervision, scheduling, field work authorizations, and j specifically , but not necessarily limited to, the areas of work 1 per plan, , a rove) of work .A , pp prier to payment of the subcontractor. llst.ed• �.. 1) Provide all roof trusses complete and in place , located and sized per plan. ,r.,, O SU4 CONTRACTORS 1 Electrical 2) Trusses 0 be constructed with pitcn per plans . i r9 ca Trusses P O All subcontractors must meet prior approval of Tualatin Developsfent Company Cabinets � � � �� Subcon Cractors are expected to be accomplished craftsmen of their trod= with 3) Trusses to bear directly to top plate of exterior walls Q 41 C4 0 Plumbing (if required by petrels) nail with 16d nails at each end and tie to top plate with metalhurricane DIVISION 16: ROOFING O � a reputation of being able to complete work within their specified area to Q P 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 - hoofing C cl c 4 to Tualatin Development upon request references, representive work, securities, subcontractor with reasonable r r, Trust supplier to submit detailed shop drawl C i promptness and In such sequence as drawings and truss layout approved , ,t and/or bonds as required. Tualatin Development Company reserves the right to cause no delay in the subcontracted Work, work of the owner, � by a registered engineer to the Design Department of Tualatin Development 1 � C: •- �iZ ~ Company for a �� al . to be 225 lb. "Firescreen" as manufactured by Bird and Son or Q o t to reject ar,y subcontractor upon failure to satisfy requirement necessary to or work of any other subcontractor, p Y approval prior to fabrication. Trusses to be en4ineered for equal . prove their ability to perform work specified. 25 PSF snow load, 15 PSF dead load except at garage mono trusses attacked 2'�j 1j s!� ,�I_I (r 'a M o o 3) The subcontractor shall submit Shop Drawings , Product Data, and to main building structure, which shall he designed for drifting snow load T. p'V C MATERIAL PROTECTION varying from 65 PSF adjacent to main structure, to 25 PSF at 20' out. �` r0 1. I r Samples to: DIVISION 1 1 : FRAM I!rG L A&40 W IM 1A The subcontractor will be totally responsible for storages and protection of Tualatin Development C►xnpany �1 T) The shingles are to be delivered to project site in manufacturer ' s original s materials and equipment related to their particular division of work. 15300 S.M. 116th Avenue Sect Ion A - Frarrrinrp lave - unbroken package and sha` I bear Underwriters Laboratory, Inc. ':lass 'A' lab I . � No credit or compensation will be allowed by Tualatin Development Company Tigard, Oregon 97223 a �� for reasons of theft or damage due to vandalism or weather to materials or 'f o 1) Erect interior and exterior walls so as they are plumb straight , free of i�,„ � All Shingles must be applied in strict accordance with manwfacturer ,s Av equipment left rials ended, The subcontractor will de responsible for pro- Attention: Vlad Voytilla deviation to plan . and saw re within a tolerance of 1 /8" in any dimension, latest printed specification by an authorized installer . • lection of materials and work performed by other trades. Ili 2) Framer to allow a 141" unobstructed clearance between studs for 11) Roofing to qualify for protection under manufacturer 's 20 By submitting Shop Drawings Product Data, and Samples, installation of o ticx�al medicine cabinet rt each bathroom wall adjacent this prodr t . � year warranty for OWNER SUPPLIED PROVISIONS the sub- P contractor represents that he has determined and verified all fc material field meas irereents , and field construction criteria Tualatin Development Company will be responsible for and maintain the related thereto, or will do to prior to the start of wart, and that to vanity mirror . S) Subcontractor to supply to Tualatin Development Co. , Inc . manufacturer ' sproper operational function of the following: he has chocked and coordinated the inforr>rtion contained witkln such written warranty upon completion and prior to payment . submittals with the requirements of the Work and the Construction DIVISION 12: WINDOWS 1 ) Temporary toilet facility DOCt/rOentS, 9j Color to y Highland-Brown per manufacturer 's standard color selection. 2 Temporary water supply for construction purposes. Section A - Sliding Windows , Fixed Windows , Patio Doors 3) Temporary light and po.�er 4) Temporary heat , as and if required DIVISION 03: PERMITS AND FEES 1 ) All sliding windows , fixed windows , and patio doors to be aluminum frame as DIVISION 17: SIDING MATERIAL 5) Job office with telephone and space for storage of all manufactured by Milgard Manufacturing , Inc . , or equal , per the following ----_.__ construction documents. Section A - Building Permit schedule and sized per plan. Section A - Siding It will be the subcontractors responsibility to provide any and all necessary 1) It will be the responsibility of Tualatin Development Company to Sliding Window 1100 Series 1) All exterior siding to be I/a" x 8" QUc,•r�, cedar bevel siding. � }- equipmcnt , tools, materials, skilled labor, etc. required to perform and m obtain and a for all required Fixed Freres 700 Series satisfactorily complete all work relative to their particular division of pay q pertains end governmental fees , unless P Patio Doors X11 otherwise provided In the contract docustents. 4S0 Series 2) Siding to be pre-stained prior to installation. work specified In the construction documents for this project, 2) All windows to be double insulated. DIVISION 04-05: OMIT MEASUREMENTS 3) All windows to be "Durabromie" finish per Mil c:d Manufacturing, Inc. - �i � Before ordering any material or perform any act of work Specified in the specifications. Section B Cedar Trim`• construction documents, all subcontractors will verifyand a f 4) Provide tetmpered glass as required per code. 1) Provide 5152E rade or be project . all ieit; DIVISION 06: CONCRETE FOUNDATION 9 better Western Red Cedar siding and placed per •� �measurements relative to their division of work. for this project . �� K!✓l�'CyC� ✓D' IC.� �� ;,OWE_-FZ. tJiJ �'1"5 �.Tl� ��f2� plan. It is the sole responsibility of the subcontractor to notify the project Section A - Structural Concrete =3 Tr Iwt� J M per division field superintendent of any deviation found between drawings and actual 'V field conditions prior to execution of work. 1) Provide all concrete foundation tells , footings , and piers reinforced and sized per plan. All concrete will be constructed so as to not �-- It shall be the assumption of Tualatin Devel exceed dimensional tolerance of e/- 1/8" lin any mreasurersent and poured r ` of he c om Company that the level and true so as not to excNd a tolerance of e/- 1!8" with respect DIVISION 1 C Subcontractor approves field conditions upon the commencement of work. p EXTERIOR DOORS ---► 3 � to the specified grade, p—_- -- DIVISION 18. OMIT Tuelatln Dcvelope»nt Company will not allow any extra charge or compensa- Section A . fetal Entrance Doors --- ��' tion on account of differences between dimensions indicated on drawings and 2) All concrete forms will be close well , prepared and supported. Concrete t� sufficiently mechanically vibrated during pour to assure a con- 1) All common foyer entrance doers s actual field conditions without authorization prior to start of work. shall be sufficiJo be #208OIVISIQN 19: GARAGE DOORS slstant hoetogenous mixture throughout . Therrma•Tru as manufactured by Lake Shares industries of Toledo, Ohio, in accords a with manufacturers latest written specifications and sired per 1 ) Provide 9'0" x 7'0" 1/4 sectional overhead Rutlghtex woad rein flush panel #- 3) All concrete used s 11 be 1tAra1' prerslxa�d or trenelt mixed with a plan, garage door as manufactured by Crawford Door Company , �!h T compressive st�rengt 1 . at 2A y , 1a�UYIU4 Oregon , or equal . 2) Entrance doors to be equipped with IfIS"1 Style sill with threshold and 2) Doors to be installed with torrislon hardware♦ responsible for proper s nip end placeamt � Y The su►co>rtrrctof shalt be res caepletely weatherstripped, of all bolts, connecters, anchors, and other relate rdwere. Sub- contractor will protect all concrete frac prerateture *ying, vandals, an3).1 Exterior of doors to be painted, interior of doers to receive one coat of � . I freezing d harmful effects of weather. wood sealer UtttrltltN' Of 11111111111WIll, iDe N p iAte d per division 034, � r DIVISION Zb: OMIT r v, 1 III{IIII � III �;I IIIIIIIIIIIIInI IIIIIIIIIIIIIII IIIIIIIIIIIII� I(IIIIIIII � III � IIII1(1I � IIII I IIII � III � I � � III II �III � IIT � � I� I I � � I � �� I III Ij � I � SII III I I I I I I III I 1 I I f t�•wr�r�r*�+�...,___. _ __.-....,_.. �_. �:..'...__...,.,�._... : ... _ .,. NOTE: I F THIS M I CLEAR I LME D 1--_- DRAWING IS LESS CLEAR T11AN � GG �— l __—_L�_____ I ✓ 1 1 " THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWINr�. Z Z 1Z Z 61 01: Z 8Z LZ S1Z Z f.Z ` 1 GiT i i i E1 1 11 1 _ 18 B L jg --IQ I I I IIII (III�III( IlII�IIIIIIII�IIII Illl�llllllll�flllllll�llllll�l�llllllll�lfll I�II�IIIIIIIII�IIIIlll�lllll�ll�llllr� .r.lII�IIII�IIIIIIIIIIIIIIIII�I�II II►�� Illlllllll I IIII Illlillll�llll�llll I,Il�llll�llll�llll Illl�llli IIIIIIIII�I�II�IIIIIIIII�IIII IIII�IIII I I� �III�III �I� VIII �IIII�I JUNE 1 ) 1990 t t DIVISION 21 :T WIRING Section B - batt Insulation ' Section A - Electrical Wiring 1 ) Provide all batt type insulation with Kraft backing as shown on drawings DIVISION -34: PAINTING ANO WALL COVERING DIVISION j8: MIRRORS i HARDWARE 1 ) cProvide electrical system as shown on drawings and specified herein , aid specified herein. Section A - Interior Painting r Section A - Mirrors , complete in place , tested , and uperatirig , including but not necessarily 2) All insulation to comply with State Code Requirements for a lication limited to all service , breaker panels , meter base , outlets , switches Pp 1) Paint to be Ameritone, kodda or equal . 1) 3/16" float glass mirror fres of defects. sf,uwn on drawings. lights , bulbs , and wiring required , per State and Iucal codes . 3) All interior common wall to be insulated with 31" thick mineral wool beets . ?) Colors to be selected from manufacturer's standard selections . A 2) Edges to be polished. 2 ) 125 AMP meter base , 125 AMP Panel and 115 AMP service . _� /��U14Fh.GF 11-iZ2Ji_rT' �iJ lGrJaDMihJ!Ur•(S - FrLLJivl,4 M�Jrtr 4tJ �� ' 4) All exterior wall cavities to be insulated with Fiberglas baits , 3) Kitchen and bathrooms - 1 coats sear(-gloss enamel . 3) Size and location per plan. 3) Furnish and install ali bathroom vent /light/heat units as required. Nutone #9420 ur equal . 5) Vapor barriers to be placed toward heated side of wall . 4) All other rooms 1 coat latex low sheen enamel . Section B - Hardwares 4) Supply smoke detectors , located per plan . Section I1 - Exterior Paint iciq 1 6) Use Fiberglas sill seal under all corm on wall and exterior wall sole plates 1) Door hardware to be kwlkset Crecian. at foundation wall . 1) Exterior siding to be stained with 01 , S) Wire and connect all appliances , i,rr plan . 9 Olympic, or equal , semi -trans rant stain 3 Unit entry doors to be keyed w/two keys Trier to be stained with Olympic, or -transparent ) y Y y per unit . (' I 7) Foatmun floor/ceiling assemblies between units to be insulated with 31" yt"p equal , heavy body stain 6) Provide 220 V . circuit for clothes dryer and. 220 v. 30.amp. circuit for mineral w <)l baits between floor joists orated par plan. in a continuous manner so as to eat pinup, not allow open voids for sound transmittance. , 2) Siding to be predipped stained prior to installation. ' 7) light fixtures as listed in Division 36 herein . C\ 8) Provide R-30 Fiberglas batt insulation in all vaulted ceilings . �) Provide grand master key accessable to all common foyers and all units. L1 9 )) Garage doors 20 be painted matching body color, Deliver to project superintendent . - S) All light switches tc, be mounted 35 above finish floor except as per plan Section C - Blown In Ceiling Insulation 4) Entry doors to be painted the trim color . , over vanities and kitchen counter. 5) hardware at each bath to be: 9) All cut lets , except at counters and vanities to be mounted 12" above finish floor . 1 ) Provide all blown- in ceiling insulation located per plan . Section C - Mall Covbring 1 - 30" chrome towel bar - surface mount 10) Install one single freezer octlgt w rear of each garage, i•112E �0 e, -wii ar °�`/I�-, 2) Insulation to be either Fiberglas or Cellulose end shall have a minimum 1) Hath wall covering to be selected b i - Chrome roll toilet tissue holder - recessed mount + 11 ) Pre-wile for gar age door opener int r<i:.h garage, y y purchaser and installed by sub-contractor.value of R-30 and a minimum depth of 9". Section B - Telephone Prewires Prepare all bathroom wells for wall covering. 1 Pressure fit shower rod (at all tub/shower enclusures) Z 3) All insulation to comply with State Code Requirements; for application 2) Stalrvw • foyer to be well covered in rosscloth. Selection r 1 ss r 9 tion to be 1 - Obsc u e g a shows door f!bt all shower stalls) Q shown on p I ans . 1 ) Provide 2 telephone #rewires per unit complete and operable located per plan, C!Y T.G.C. CJE'SICON u9A"4 TMLKT ' i= I Section C - Television Prewire 4} Provide baffles at eaves to prevent dispursal of insulate. Customer option bath hardware: i Section D - Moisturr. E'rotr_ctian D)Vs frame _ISION & FINISHED MARC SURFACES Tub/Shover enclosure shower doorw/chrore frm _ 1 } Provide i television Prewire per unit complete and opt-cable , located per pian . Medicine Cabinet ' Sbctlon A - high Pressure laminate Plastic Countertops 2) Provide 1 central television antenna per building located in the attic area. 1) Provide 55 lb. roll roofing vapor barrier under all interior concrete — Each television prewirc to be wired directly to this antenna . slabs on grade. 1) Provide high pressure laminate plastic countertops at all kitchen counters and 6) Provide self closing spring hinges at each unit entry. vanity tops , per plan. Wilson Art and Nevemiar are acceptable manufacturers 3) Provision shall be made for future T.V. cable to each unit . 2) Lap vapor barrier edges a minimum of 12". (Formica brand laminate will not be accepted) . DIVISION 39: CARPET vr,^r ao Section D - Door Chime Section E - Water Proofing 2) Colcrs to be selected from manufacturer's standard selections. Section A - Stairway Foyer Carpet 1 ) Provide 1 door chirtie and push button per unit . 1 ) Provide through coat of sprayed emul'sified asphaltic Com 3) No full dock seams will be allowed. � ` Provide Orion 0574-350 {lark Car pet manufactured by Crown Gcxrmerclatl Carpets, 1 side of all foundation walls adjacent to earth backfill •�und to the exteri�r i 2) Locate chime box and transformer per plan . 4) All countertops to E'miuet oak L dying. 2) Carpet to be Installed over 40 oz. Hair-Jute combination pad, 2) Allow to dry completely prior to backfill , a ' 3) Chime to be Nutone #LB- 14 , or equal . Section B - Tile Backsplashes Section B - Unit Carpet zr 4) Push button to be Nutone PB-BL , iighted with nameplate , or equal . DIVISION 27: HEATING _ANDAIR CONDITIONING i) Provide 2 rows of glazed 3" square ceramic tile at all backsplashes in kitchen 1) Provide- equal time series carpet manufactured by Evans/Black. and bath. - 5) locate pushbuttons at entrance door per plan Section A -- Electric Base Board Heaters 2) Tile to be Maple Pattern Series manufactured by Holly Gilbert Company, or equal . 2) Color to be selecte.l from manufacturer's standard selections. ers in each bedroom Complete, in place , 3) Colors to be selected from manufacturer's standard selection. 3) Carpet to be Installed over 5/8" rtbond pad , United Foam or equal . 1 ) Provide electric bast board heat �J tested, and operable. 4) Tile to extend up well to microwave oven at range. Section E - Security System 2) Electric base board heaters to be Trimray as manufactured by Cadet with DIVISION 40: LANDSCAPING, FENICIItIG, DECK RAILING 1 ) Security System perimeter contacts at all openings and r'-mote thermostatic control mounted on wall , Section C - Vinyl Flooring and Base stem to includeSection A - Landscaplrrg uprovision 3) Units to be sized by supplier and location verified with Design Department , 1) All vinyl flooring to be Armstrong Sundial or equal . Pattern and color to be for infrared , sonic , or pressure mat feature. Systems should be of digital key type with exterior audahie bell . Tualatin Development Company, at the time of bid submission. selected from manufacturer's standard selection. Refer to plans and specification% prepared by others. ype of 2) Manufacturers of Security Systems shall submit proposals outliningt Section B - Heat pump 1) Base to be 4" rubber type of complementry color with vinyl . Section B - Fencing system, performance , etc . directly to the Design Department , Tualatin Developn>Ent Company for review and selection . 1) Provide through the wall Ioneline IV heat 'pump as manufactured by General 1 Provide fencingfor fiver screen trash can enclosures , etc. privacy , per plan. h Electric Company, (Model /A38793DJa5 with Gr11lE O'MG45CTip (park Maple) , PCA 1$ 7 0.&, W ALL L- Gig 5- F_AF I SA F(04211 C'Al' NI;-r. DIVISION 22: PLUMBING 2) Fences to be constructed of siding. Applied to framework of 2x.4 rails and # /� _: `- 2) Units to be located per plan in rough framing open provided. 4x4 press Wis treated D.F. posts. i . . � Q i 1 ) Provide all plumbing systems as shown on plans and specified herein , complete 3) Posts to be plated minimum �" below grade and supported by concrete. Q �Q I in place, tested and operating , per state and local codes . DIVISION 28: GYPSUM DRYWALL w Section C - leak Rallies � I 1 ) Al gypsum wallboard t4 De of t Q c�a 2 Supply fixtures per schedule : type and Section per plans and specified herein. 1) Provide d*4* railing per plan.ars• W ^� v Gal Ion f�.• 1 Water Heatl r2) All ceilings to be machine brocade finish except at bathrooms and kitchen• �� �f� �%'f")P�G';l r l)"1�5 'r' SE G-1=G�s,FZ - � 1��4 y1 F+C - C• X State F '✓-,tt, NiZYor equal . 0'0. � V Kitchen Sink CUTOIrf #1 21"x24" stainless steel sink 3) All walls to be spray textured except at bathrooms and stairway foyer. DIVISION j6: LIGHT FIXTURES r�t.1:. k. `� - IPtr�,t.V F:A.I L--,., 5"TG , r C'� f ,yam �10. �JfcG•f�17 + /.�I t Q a t. 20 Gage Elkay OCR 2521-3. Section A - Purchaser Option FixturesGgpq�. - �,,,F�� (��C7 �� � Q1 � ¢2 4) Prepare bathroom and stAirwaY foyer walls for wallcover . 1.+ � caeca` 3 O �Y M�, - 'a Water Closet American Standard #2122 .44$- Bone . S) All windows to be wrapped with WZV.'�p G�glh) 't dJlLi� UP�D, 1) Purchaser to select fixtures for dining room and entry with allowance from Section D - hall Wet stows 0- � + lighting supplier's showroom. O 1. p•N Lavatory CUTOUT 04 American Standard #0476.028 - 6) Ceilings at all :ow.-r units to have 5/8" gypsum wallboard installed over 1) Supply mail bort stands Of type aha location per plan. Z M H 0 Bone . OVAL SHAPE resilient mets, attar is (0RC-1) attached to floor joists. At areas with 2) Suggested all'lowances for dining room fixture is $100.00 and $40.00 for entry. framed soffits , attach gypsum wall board directly to furing. 2) Staff to be .talked to match building trim. P. M Seat 3) Electrican to Install at purchaser's direction. / ..� #40 Olson( is Plastic , color 7j 5�it �j/`IZ �r,41i(7 r0r K 'SLA!! .� 7LIO f10�4,o reg. �... to match water closet . DIVISION 29: MASONRY FIREPLACES 9 R *::�R I � " - �li� 40VE Mpcttaw M - EIOWftiellln S�uM1m4l��, FIxtioris and Retail Lighting S ' "lied Flxtrres: OIVIx10M 37: APPLIANCES � Tub/Shower D-6 by Uura Glass , NCES color to match American 1) All f i replaces to be Masonry sized per plan. 1)' $geed type from schedule or equal : (*diem A.- itlil'Ider Supplied �p1 lenses I l G- G Lrs•E�ro Ge�aD R, "� Standard - Bone. / _ 11 .E :•. ,,rllrl_,t•]: ' 48" Shower S-4 or 5-5 by Dura Glass . 2) Brick colors to be specified by T.D.C. Destgn •Departmslnt. rtlC.AJivN _ lr•icxix t-I.A�/rl1.; u,; :; l�, - rF -- ' 1) All kitchen appliances to be 1984 Model year General Electric or equal per _ schedule. r s Dishwasher GSD �,OD *--- Color to match American INote: To cleurmin. _ DIVISION 30: g,ri I I N V�K�Yr,,i��'(• (/I N,�,L / Els y g quant i ter of r lirht fixrurea r►eatMrl, sora which Disposal 6F o Standard Bone . 1 +, ) � Q N lj F'F7�. U N T'S O Reneges( JSP-27 ) N i.-Y , a..' .d., ». :�' `Fj+ t�Ftt ew11A building. Sea 1' Nitro MevOven 3) All control devices as follows: e 1 DIVISION 31 : FINISH MATERIALJVM- ro4-• Surl ) ed b tightrn Chi Sup lire b EI 4ANCE, 141H Krr (Z rloee) 1003 -"10115 Ut i I Sty Supply #8-200 Guy 6 Gray. liar• a (s,•, } ];,,, Nuturte k132Lu Nall Mount 2) Colors to be selected from standard manufacturer 's colors. Kitchen #636 WS Delta Or 0642 Section A - Millwork xtu•e to hr Selected Kitchen #11OCM Delta. antro 1 i ] i I : ] 1 1 by Buyer 3) Washer/Dryer units to be Frigidare a wave uno pt-cess w, \ 1 I #522 WF Delta . 1) Base and casing to be 2 1/4 " Colonial prefinished. „r _ I 2 Trim w V Ha lv,vs - ase 015M=mer enq dos_ 2 2 2 1 3 Ulu Light .,..... r: rt,• \V` All to be chrome finish , except laundry supply. -` - - - �xture tr, ,� Se.ecte .� VM�.K�iZ I'iDt�K.I.) Dinir 1 1 1 1 1 ] 1 1 1 1 Bu er • 3) Interior closet shelvin to be constructed of perticel board with finished t'p -luno , cress i g DIVISION�I3:OMIT �j) � .1 '�TC WAr�I .L--IIJ�� edges sized per plan . °i' I ] 1 ' 1 ] _ eyeball �N La N I-r, � down I Saot �- DIVISION ?4:: OMIT Section B - Interior Stair Handrail eChen Cc f i, . - -- -----•--- --- -r `n up ] 1 1 1 1 ] 1 luminous Le11Ing (see Plan [Vr \ • Rit Tire -en-F.a7 nF T_& ,, e 1) Provide interior wood stair rail per plan, down' I J. t ] ] oaG Frame DIVISION 25: OMIT 5111age - ei "no -- cet]in� Light 2) Stair rail to be constructed of kiln dried V.G. Fir or better. 13 tit@ 1,17 Nuteirv- rl 1201 241, Cabinet LightDIVISION 26 THERMAL AND MOISTURE PROTECTION Is $2262-1b Uuub a ----_ _�_ 3) Finish to match interior millwork used throughout project . Master Ct�nset i i Sect ion A - Rigid Insulat ion -- atter-T�>--�- s- u�_-o -` �} Clot ] ] 1 , Eagle x15 -02 Ceiling 4 stLight m C� n t I ` DIVISION 32 : OMIT vanity i e i t i 1 : ] ] v.lan,.e Light Per Plan 1 ) Provide all rigid insulation , per plan , at foundat ion walls. — f a •t tiot., Tub nL t.. _ - ?) All insulation to comply with State Code R.eyuirements for applications DIVISION V.nuy 1 1 ] ] 11 ] ] 1 ] 1 valance lJ,aht Pat Plan l 33� CABINETS �l shown on plans . --- — — Section A CabinetsF7- 1 1 l 1 t t 1 1 1 1 t ] llnf ltttht w/fen 3 Insulation to have a rnaxinu,rn thickness of 1 �", , •�� Eagle ate- t uuble 1 ) Cabinet to be Model #1000flush white oak with 300 reverse bevel diporyr and a" pin r ] ] i ] t 1 ] ] ] 1 '• ' sect K-+ con interiors as manufactured by Park Place Wood Products ; `rFgcwl City, atone a � � Y tip of Deck ] I I I 1 Mount Oregon or equal . osason ntry Jtuw IC22 Hall 'u Trim _,.._,.do t h r.�Li rail t c E cotn�c+n ►n t r y I - ,loci - d•wr, FP592-i0 2) Cabinets to be sized per plan. is e - e ono cress w /8251 i Common Fnt- i Trim I 311 Finish to Oe "Light Oak". ' Chimr ] 1 1 t 1 1 ; 1 1 1 ] ] LA-14 Nutone I {,round l IF,cin (Sp( i ia't� Sternberg 533 w/ 350- �r ,yam 1 � S. r e an P12; N � n � ,,_. . .._•.yrs► I !..,, -APr * lo .' -. III�IIIIIIIII;I � � II � �III�I� I� I � III� III � III� NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN � � � IIIIIIIIIIIIIIIIII�II � II.IDI � IIIIIIIII � II��VV+ ��II � I1I1 I� II�I•II � tII ` 1I � I � I � I �V— 7IlllllIVI91 i �•� I1� I bI I� Illli I III1II1II I I I�I1I1 IrL)! --- -- - II THIS NOTICE, IT IS DUE TO ' THE QUALITY OF THE ORIGINAL E 6Z 8Z GZ 8Z S1Z Z Z Z 1Z Z 8I 11I GI �9I T I i �I Ill i 8 1FJ L 19 Tg r s Z I ,. ,a I II DRAWING. • �I � iiiiliiilli�iiliiii ►Iiilll�illlllillilillillll� IIIIIIIIIIIIII(iiiiliiiilii�i►iii�liiiiiiiiliiiiiiiiliiiiiiiiCiii . JUNE 1 199Q I I • r STRUCTURAL NOTES NAILING AND CONNECTION SCHEDULE MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS LIVE LOADS EXCEPT AS NOTEC ON DRAWINGS -- Row----- - -- -- ---- -- -- -- -- - - - - -- -- -- - -25 LBS. PER SQ. FT, - (SNOW BUILD UP LOADING AS PER SERO CONNF(TION COMMON SNOW LOAD ANALYSIS) -_. -- -- - --- - - -- -- - --- -- -- --- r) FLOOR-------------------- ---- -- - ------40 LBS. PER SO. FT. Sr' WINu------------------- ----- - ---- - ---- -U.B. C. BASIC 25 LBS. PER SQ. FT. STUD`, TO PLATES END NAIL 2- 16d � (5` SEISMIC---------- - -------- ----- - -i-----U.B.C. ZONE fI 1979 EDITION Uk - TOE NAIL 4-10d I N FOUNDATIONS TOP PLATE') S BOTTOM PLATES - SPIKE TOGETHER 10d A 8" O. C. 1 .__ FOU1ibATION SI/ES ARE BASED ON A TOTAL LOAD BEARING SOIL. PRESSURE OF 2000 LRS. PER - LAP b INTERSECTIONS 4-10d EACH SIDE JOINT SQ. FT . FLOOR JOIST ) (ROOF JOISTS) (CEILING JOISTS) 2. FOUNDATION ELEVATION SHOWN ARE TOOTTOM OF FOOTINGS AND ARE BASIC BID ELEVATIONS. - TO PLATLS 0R BEAMS - TOE NAIL 3-10d 3• ALL FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTURBED ORIGINAL SOIL . BLOCKING TO PLATE - TOE IIAIL 2- 10d 4b - A. ALL FOOTINGS SHALL BE A M1141MIA OF 1 ' -6" BELOW FINAL GRADES OR 1 ' -0" BELOW `XISTING SLOCKI`IG TO JOISTS - EACH END 2' 10d GRAOL , WHICHEVER IS LOWER. BRIDGING TO JOISTS 2-10d S. ALL DISTURBED SOIL SHALL BE RFMOViD BY HANG OPERATION FROM FOOTING EXCAVATION TO COMER STUDS 10d @ 12" O.C. NEAT LINES. ?X LAMINATED BEAMS 10d @ 12 T b B STAGGERED 6. BOTTOM OF FOOT NGS SHALL BE STEPPED FRO14 ELEVATION TO ELEVATION AT ?' -0" HORIZONTAL TO 1 ' -0" VERTICAL STEPS OR SHALL BE SLOPED NOT TO EXCELL) 1 VERTICAL TO 4 HORIZONTAL PLYWOOD SHEATHING 1 , 2" INDEX 32/16 (OR) - WHEN APPROVED BY THE ENGINEER.. 1 . ROOF SHEATHING 5/8" INDEX 32 ,16 Lo AT EDGES OF EACH SHEET 11 BLOCKING b WALLS 8d N 4" O.C. p C.014CRETE - CAST IN PLACE AT INTERIOR OF SHEET lid @ 10" O.C. 72 1 . SLI RPT_ .. NULL OEVELOP A MIN WUM 28 DAi" LABORATORY CURED COMPRESSIVE-CYLINDER AT BOUNDARIES OF ROOF 3d A 4" O.C. STRENGTH OF 2500 P.S. I . FOP. FOUNDATIONS AND INTERIOR SLABS ON GRADE ^( , 3000 P.S. I . FOR OTHER CO RETE EXPOSED TO ELEMENTS 2• FLOOR SHEATHING 5/8" INDEX 32/16 2, A MINIMUM OF 3 WNCRETE TEST CYL114OF SHALL BE PROVIDED FOR EACH 100 CU. YARDS OF AT EDGES OF EACH SHEET, BLOCKING b WAILS 8d F 4" O.C . EACH CONCRETE STRENGTH. CYLINDERS SHALL DE TESTED AS FOLLOWS: 1 @ 7 DAYS; 2 kl 28 AT INTERIOR OF SHEETS sd P r O.C. Q DAYS. AT BOUNDARIES OF FLOOR 4" OiCY 3. CONCRETE CYLINDER AND TESTING SHALL CONFORM WITH ASTM SPECIFICATIONS. APPLY 1/4" 0 CONTINUOUS BEAU OF 3M4314 C(WSTRUCTION ADN E TO TOPS Of ALL JOISTS , a- ilk 4. CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE BLOCKING AND PLATES IMMEDIATELY PRIOR TO PLACING PANELS. PRACTICE, 1976 EDITION. AND SPLCIFICATIONS. - 1 3. UAL 1. SHEATHING 10" INDEX 24/0 AT TNQ UNIT "SLI , BLOCK ALL EDGES WITH 2 x 4 FLATS END WALLS ONLY AT EDGES OF EACH SHEET TO STUDS, BLOCKING b PLATES -- E3d A 4" 0.C. 4- . LIGHT METAL PLATE CONNECTED WOOD TRUSSESAT INTERIOR OF EACH SHEET 8d 0 10" O.LYaTTHlT.T..�TANDAR0 NO. 25- 11-79 AND ALL PROVISIONS OF THE AT BOUNDARIES Of IIALL 8d @ 4" O.C. , 1 Z DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TRUSS PLAT[ INSTITUTE TP1-78 EXCEPT AS OTHERWISE. NOTED. 112" GYPSUM SHEATHINGCOARU 011 SA. X 1 3/4" X 7/16" HEAD 6" O.C. 2. All TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTICJNV SHALL BE MANUFACTURED BLOCK ALL EDGES WITH T x 4 FLATS C." O.C. PT . GAl_Y . NAILS �J BY AN APPROVED MANUFACTURER. [� ALL STUDS, TOP S BOTTOf4 PLAiFS b BLOCKING 6" O.C. -L- 3. MEMBERS SHALL NOT EXCEED A LIVE LOAD DEFLECTION OF L/360 OR WORKING STRESSES FOR THE 1 APPRnPN1ATE MATERIAL UNDER A TOTAL LOAD OF 40 PSF FOR ROOF MEMBER. 1/2" GYPSUM WALLBOARD 5d COOLER1VAILS 4. TRUSS MANUFACTURLR SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH REGISTERED BLOCK ALL EDGES WITH 2 x 4 FLATS 6" O.C. PROFESSIONAL ENGINEER'S SEAL. SHOP DRAWINGS SHALL SHOW CLEARLY ERECTION PLAN AND 0 ALL STUDS, TOP 6 BOTTOM PLATES b BLOCKING 6" O.C. All STAY BRACING FORTRUSSCOMPRESSIVE MEMBER` AND REQUIRED CONNECTIONS. 5/8" GYPSUM WALLBOARD 6d COOLER NAILS -` l 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER AT ANY MEMBER OF 2000 LBS. ,AND MINIMUM SIZE OF PLATES OF 3" x 5" . BLOCK ALL EDGES WITH 2 x 4 FLATS 6" O.C. 6. CONNECT ALL- TRUSSES TO SUPPORTING MEMBERS WITH 1-SIMPSON H1 CONNECTION AND 3 - 10d 0 ALL STUDS, TOP b BOTTOM PLATES b BLOCKING 6" O.C. TOE NAILS UNLESS OTHERWISE SHOWN. 1. DOUBLE JOISTS UNDER MECH. UNITS UNLESS OTHERWISE SHOWN. ViHCR WOOD CONNECTIONS - FI-NIMUL4 SIZE AND MAXIMUM SPACING PLATES TO CONCRETE FOUNDATION WALLS 5/3" d x 10" A. BOLT M 4' -0" (.►. C . GY► ',�i�' WA1-IBOAR[) ANI, ',HE nTHING BOARD PARA80LT CONCRETE AfICHORS ti 1 GYPSUM WALLDOAPI 'jHALL IiCONF ()RM TO AST►1 C.36- 71'. 5/8" 0 x 8 1/2" @ 4' -O" O.C. �. ?. . GYPSI.J1 SHF:,H:'i�- EIOARE) SHAL I f.ONE ORM IG ASTM C79-75. 3 GYPSUM tjtl. I }" Pau' . SHEATHIN6 BOARD SHAL.1 RE APPL 1FO Mlo STn,t,,rRFD END JOINTS AND LAG BOLT 1NSTALLATIOM: PRE-DRILL HOLES FOR LAG THREADS 1/1" B BOLT 3/B" N HOLES � C * 0 . ;IAII.F , A', . ir �'FI IF1�.nTiO!I', AND STRUCTl1RAl NAZI INT, 51. i1E.IJUIt5/A" 0 BOLT = 1/2" 0 HOLES . � r • 3/4" 0 BOLT - 9/16" 0 HOLES ti C rRAPIIN(• L11MBEP SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLING WITH WRENCH ONLY. co f - 1� A►t 1 E.2/'iRlNl, Ll1M(;f R ':,HAI I I,F WESTERN WOODS GRADED TO STUEIAkEI WESTERN LUMBER GkADING NG CONNECT ALL BEAMS AND JOISTS WITH SiMP50N HANGERS TO DEVELOP STRENGTH Of MEMBERS. .r m Poll ES *SHO. • 0 PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD. a N�- C4�0 E.r E RIOR L'AI : 1UI��, F b 800to - OR STrID (;kAw' ) Fc 385 j N e E 1 1 ,50o,000 U ct GENERAL r- o E ! r RIOR W!'.I I ,,cpr C !qA OR BI_TTFR ) fb - 500 1 . GENERAL CONTRACTOR SHALL VERIFY ALL DiMENSI19NS AND CONDITIONS. L .� - +►u ';Tl!I; ;E1ADE Fcl 3135 2. SHOP DRAWINGS SHALL BE REQUIRED ON RLINFORCING STEEL, TRUSSES. AND SHALL BE REVIEVED O� c E 11500 00 PRIOR r0 FABRICATION. aY c7 01 Y Fb 125(1 3. FIRST FIuUK �►Inll BE PERMANENTLY ATTACHED TO WALLS PRIOR TO BACKFILL INC AGAINST t10' STRUCTURE . f 1 ,50%►,U00 4. THIS ',TRUCTURE SHALL_ BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES UNTIL THE ), 'A A..r* ROOF AND WALL UNITS NAVE BEET PERMANENTLY ATTACHED THERETO. ,E, ) Fh - 1350 5. ALA. CONCRETE JOINTS SHALL BE ROUGH TEXTURED WITH 2X KEYS AT CENTER OF WALLS AND =f c' Fc1 = 385 SLABS. CONTRACTOR SHALL OBTAIN STRUCTURAL ENGINEER'S REVICt4 ON DETAILS OF ALL 1 ,600,0(10 � CONSTRUCTION JOINTS PRIOR t0 CONSTRUCTION. , 6. GYPSUM WALLBOARD 15 USED ON THIS PROJECT FOR BRACING OF THE STRUCTURE . CONTRACTOR TO PROVIDE ADE%. ATE BRACING UNTIL ALL GPYSUM WALLBOARD HAS BEEN APPLIED AND FULLY NCI• I ) Fh - 95O 1 .200,0NAILED. 90 f 91 ►'I PIG, t'l A T E ti b L P I DG I:IG ------ -- ',TANIJARO 0P 3i TTFN ) Fb 600 f -- ;PAOL ) f r 1 395 \) t 1 ,5oo,000 / CONCRETE REINFORCING STEEL f H, I �LML; h', lu Lt `',S ( LEAST UIt1E;VSION) SHALL BL �InXIMUM 19 , MOISTURE C011TE11T. I . _ ALI RFT_N�FfT��EEL FOR COIICRET" SHALL CONFORM TA U. B f SfANDpROS N0. 26-4- 76 1 i. PPO", LIE ►L I! 14,K!f6 (SAIIf_ DPLTP OF �4EMBER) AT ALL POINTS OF BEARING AND 1 x 4 AND ASTM A61` GRADE 60 FOR ALL . IIF'I i►( i 1rS f). ( . MAX I'1UM• 1. All REINFORCIW, STEE - L SHALL BE UEIAILED, FABRICATED AND PLACED IN ACCORDANCE W11H Ai I. PI H;' �,h,� ; iJGE.RS IN ':ONTACT WITH CONCRETE OR "ASO!JP,Y SHALL BE PRESSURE ACI DETAILING MANUAL 315-80. TREATc(1. ; ; JIiE '. ''nY IME Si "ARA'; p FROM C(1'ICRETE OR "1ASOiIkr rJ1TH 3(1 1.13. ASPHALTIC F(L' A. ALL REINFORCING STEEL SHALL- BE ACCURATELY ANI) SECURELY PLACED. �] 0)1 1 1.11 , lel` ' o1'IDELt ALL c'ARAI LLL F'nkl ITIOtIS. E '),+ "AAi: :'•{ SEE B. REINFORCING SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF "• o1i RULE A:00 URnt�I;tGS. OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER. C. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL BE : PL.rl;(iAr Sl,1L ;O l NG 3" + 112" TO BOTTOM OF FOOTING , }" 1 . Ll i'LYl10Jn SHE�,�HI iG SHALL LIE GRADi!, UNLESS OTHFRWISE SHOWN, WITH EXTEP(!1R •;l Uft \ HANI1l ,CTukED IN ALCOR DANCE. WITII PRODUCT STANDARD PSI -74 . 2" + 1/4" TO EARTH FACE OF WAIL A. ROOF SHE-ATHING, 112" OR 5/8" INDEX 32/16 1 " + 1/4" TO INSIDE FACE OF WAIL 4 Fl. DECK* S 3i4" INDEX 48/24 T b G - Z C. FLOOR 5/8" INDEX 32/16 2" + 1/4" MAIN STEEL_ BEAMS AND COLUMNS - 1. WALLS 1/1" 1Ni)EX 24/0 3/4" + 1/4 ' SLAB TO TOP AND BOTTOM SURFACES . 1 . PLY%iOOU SNEAIHIII+, SHALL BE LAID WITH ENO JOINTS STA(IGEkEU. E LAE' ALL BAR; A MINIh1UM OF 36 3. BLOCK ALL WAIL ',HEATHING WITIJ 2 x 4 FLAT BLOCKING AT ALL FDGES. ,. IAMETE14S EXI:E_PT AS OTHERWISE NOTED. 4. NAIL AS PFR SCHEJULF AND DR,AIII NGS . 5. . LAY OUT i'L.Y;IOOI) TO EL 1MI,NATE- ANY WIDTH LESS THAN I ' -O" . F ` RICK Lw - �; - ALL BUILDING BRICK UNITS S,4ALL BE 2500 PS1 UNITS CONFORMING TO U.B.C. STANDARD , N0. 24-1-79 WDC SW, TYPE FBS. 2. ALL MORTAR FOR BRICK WALLS SHALL BE U.B.C. TYPE "S" 1800 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH THE FOLLOWING PROPORTIONS: CEMENT - I PART o LIME - 3/4 PART MAXIMUM - � SAND - 4 PARTS MAXIMUM r`S 3. ALL 'NDRTAR' SHALL BE MIXED BY MECHANICAL MEANS AND PROPORT1014ED BY ACCURATE ( MEASUREMtNT. SHOVEL MEASUREMENT WILL_NL1y,)T BE ALLOWED..4. PRMCT ALL MASONRY UNITS STORED AT JMTTE AND ERECTED FROM YHE ELEMEVS. S. USE STANDARD CORRUGATED BRICK TIES AT 16" O.C. [ACH MAY. NA / TO 2 x 4 STUD WITH 1 GALV. 10d, IL BRICK TIES TYPICALLY , J tf pr I • K r- l► .._ 4�+wM..W.....IrWi+.w•.M1.Ai..... ,,,w.,r,�L„rM.r,,,g1,R,.,i,i.,�,; ,- I I I III III III III III III III III III III I I III III III III III III III III III III III I I III III � � � I I I � I I I III I► ' I I I I I I I I I I � I I I I I I I I I I I i l l l l l l l l l l =�......,....._. __ _ __ ._....,.,_�.. .,..�,.�.-«�. �,:.. ., � 4 I �7 + NOTE: IF THIS MICROFILMED -__��_ DRAWING IS LESS CLEAR THAN ._ 1 _ THIS NOTICE, IT IS DUE 10 THE QUALITY OF TiIE ORIGINAL �1111111 LZ Z9Z Z �.�t, Z IZ LllL Q b £ Z T �, ,ebRAWING• �T11119111111111llLIIIIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIi� I�IIIIIIIIIIIIIIIIIIIIIIIIIIII!IIIIIIIIIIIIir !'Illlllllli!IIIIIIIIIIIIII!IIN II►��i�►I�I���II I 1 I � , . I ILII IIsi,IiIIIIIIIIIIIIIIIIIIIIIIII►I�IIIIIIIIIiIiIiIIIIIIIIIIIIIIIIIIIIIIIIiIIIIII I I I IIIIII IIIIIIIII► 1111111 . I , + to JUNE 1 19 9 / ,7 .. i'°-!.�1: * :�: ,♦ <...' � .. • /+ 1 ,� K . _....Mli�.Mi MV;. _ a� n..'IDV^f.t 6.MN � ... ,_.. —'T�i' � � ,�... .. t, iwM�,�.. y -_ -_ ,4A _..... V4 d 1 ��►� ri . ._ _.............. gpao _d swl u� (ul ----�- - K ,r -- 1 ►. AMMON � r -J _ ,.ail 06 ..... UIO41 .4o % it 1 °411 - I + I e� �I 0149 Oil, -- — — A UNION r C4'40 1u) Ln0 CL 0 1610 411 Ljj 001,4f I oi10164 10 L) - -' it '2 I �,� �u., - � - �! r L1►�I 2� lu) '� _. -- o �''A i o �_.J �I �I►aIf 12 !u� __�-_. __�._ �� I I� ,1 I!GSL N� � 3 __.____. _„�--:-- -------� � r� F•• 0 -- U Q !�(�I�� >... _ a -- - u�1 I (� � � - - - �� 1 `i ( � Ir �• �� I - _._�� ��� � ' � �' �/✓ I � �� _ - � � 1 U01f 11 L�l LAI I(v (u� I u01'( I°1 (u� ,77 I ,�p _ _ E _..._ - 0 1�0 d9 OL _ - _. �zt or ,� � i>>7. IF# 1 _ u � A. ? L f AP ED FOR CONSTRI ICI ION CITY OF TICAL"; C)i R PERMIT N0132' �!Tt ADDRESS - - p E3Y_.... 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'twLn-T�►..� �E�-�c,.•nF rr �o _ti Kramer ccx4.suf SULTM ENcuvEERs ff ,I Ge�1lert uTtNJCa l _�*1A�IW uEVEt'�/+,FtJT '• �' ` I ' Assoc. VANC, xJVF WASHINGTON STREET f�.• . 1 1 2712 WASHI ' — MIN,, , � • � , ( C _R, W.4SN. 991�n IL 1►� 209 6 3- 1871 -- 503-28W2881 n Inc. II _ Z F(iZ:E F'_ 5 TA.I Le_=. i�- �L E rA��.S f P.� �Mt�it�l�Y ANGk-1bk'.A.G -rcA)o Hoot;?, PASTY .L►,�l .l_ {� F= �r - I IIll y l l 141 Ill I 111111 1 n I111I111I111I111I111I111I111I111I1I1I111I111I111I111(IIIIIIIIIIIIt11I111I111I111I1I1 111I111I11Ill 11I111I111I111I111I111I111I111I111.t1111I111I111I111I111111IfIIII191 J NOTE: IF THIS MICROFILMED ( 2 3 4 - - 5 6 7 8 9 1'0 A 11 12 1 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. � OE 62 82 LZ 92 SZ 02 E2 ZZ IZ 02 I 61 91 LI 91 SI bl EI ZI II 01 6 9 L 9 S tr E 2 1 INIIIIIIIIIIIII1111111IIIIII11nulnnlunll111IIItIIIIIIIIIIIIIIIlI1111I111IIIUIIIII!1111IIIIIlIIl11I111Jl,IfIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIII)INIIftII1111IIIIlI111lIIIIIIIIIIIII.i)IIIIIIIIIIIIIIIIIIIIIIIIIIIIJILIl11WllWW1!)I!)1�IL�llll�llllllllllllllllllllilllUIJIIIIIIII)IIl)UIIIN I JUN , 90 R . _e a-?07+w;aC ROYAL GARDENS CONDOMINIUMS CNAMrr EIIS OIVISIBM 0 t C,OiKRETE FLEWCA DIVISION 14: INTERIOR DOORS i KING CITY, OREGON Change orders, as required, will be initiated by the Design Department of ` i- Tualatin Deve) Company Section A - On-Grad* Slabs , Walkways , Patios , and Decks Section A - Interior Doors opoWt P Y s Change orders shall be used as the owners means to alter work specified in 1 ) Provide all concrete flatwork for on-grade slab flooring , wd lkways , i ) Provide all interior doors as shown of type , size and swing per drawings Tf the construction documents due to errors, omissions, material shortages, patios , exterior dock topping , steps , entry stoops , and other exterior and specified herein , complete in place , tested, with all operating Ar GENERAL CONDITIONS on-grade slabs per planhardware. substitutions, etc. R 2) All on-grade slab flooring will be poured level and true with respect Passage Doors Hollow core flush with ! The Estimating and Purchasing Department of Tualatin Development Company -� REVIEW AND ACCEPTANCE OF SITE , PLANS, AND SPECIFICATIONS will be responsible to verify the change order request for cost or credit to the specified grade per plan . Birch Veneer - with the subcontractor. Bi-Fold Closet , Laundry , 3) All on-grade slab flooring will be double steel trowled and free from Linen , Entry b Walk- In It will be the understanding of the owner, Tualatin Development Company The Construction Department of Tualatin Development will be responsible for bumps or- hollows . Closet Doors 1/2 louvered wood y that the subcontractor has completly reviewed and has accepted all con- r! g" Issuance of the change order to the effected subcontractors. w struction documents (plans, specifications, scope of work, etc. ) and the 4) A11 concrete shall be either premixed or transit mixed with a i_orn- Pocket Doors Hollow core flush with �¢ proposed project site at the time of bid submittal . pressive strength of 2500 p.s. i . at 28 days . ` Birch Veneer AVAILABILITY OF SPECIFIED ITEMS% 5) The subcontractor shall be responsiole for proper staging and placement Unit Entry Doors 1 -3/4" solid core flush with fir► of all bolts , Connectors , anchors , and other related hardware. Sub- Birch Veneer (i hr rated with 1 Subcontractor will verify prior to bidding that all specified items will be contractor will protect all concrete from premature drying , vandals , 20 minute jambs) install with DESIGN SPECIFICATIONS available in time for installation during orderly and timely progress of work, 6) Concrete shall be mechanically vibrated sufficiently due ir�y freezing , and harmful effects of weather . self closing hinges , unless In the event specified items will not be so available, the subcontractor will otherwise noted on plan . pour t�� I notify the Design Department of Tualatin Development Co. , Inc, prior to bid assure a consistant homogenous mixture throughout . 2) Doors and frames to be prefinished to match finished interior millwork used - submission. DIVISION 011 : OMIT 7) Exterior steps will be constructed with a minimum 1throughout project . 5" tread width and c All costs of delays because of non-availability of specified items, when such a maximum 61" riser height . 3) Provide all door hardware as specified in Division 38, Section B, herein . `f delays could have been avoided by the subcontractor , will be hack charged as DIVISION 02: CONSTRUCTION DOCUMENTS ^�. 4) Subcontractor to supply complete calor and finish samples for selection to �\ I necessary without any additional cost to the owner. the Design Department of Tualatin Development Co. , Inc . for approval prior tJ izf Section A - Civil Engineering t Site Devtlapnrent 8) Ramps will not exceed a maximum s1.,;,e ratio, of 1 . 15. -- (� SUBSTITUTIONS OF SPECIFIED MATERIALS to production. I) Plans and Specifications by: 2) Structural Engineering b All exterior �{ y 9 Y�� 9) patio, deck, and walkway surfaces to De exposed aggregate with Proposals for substitutions of materials, equipments, and methods will beepoxy coat surface finish. DIVISION 15: GUTTER AND VENTILATION considered only when such proposals are accompanied by full technical data MacKay & Sposito Dale Haller Engineers and other information required to evaluate the proposal , 110 E. 17tk Street 16074 S.W. Lake Forest Blvd. DIVISION 08: OMIT ,1 Vancouver, Washington 98663 Lake Oswego, Oregon 97834 Section A - Gutters and Downspouts ll. Proposals for substituticins will be submitted to tl _ Design Department of `i (206) 695-3411 (503) 635-9418 DIVISION 09: FRAMING MATERIAL 1) Provide all gutters and downspouts Shawn on the drapings and specified \w1r Tualatin Developawent Company herein , complete in place , tested and operating. (503) 289-6726 Do not substitute materials, equipment , or methods specified unless such Section A - Framing Material ' 2) All gutter and downspout materials to be 26 gauge galvanized sheetrnetal . substitution has been approved. y� Section B - Architectural Plans 6 Specifications 1 ) Ail lumber is to be well seasoned , air- on kiin dried of uniform moisture CONFLICTS BETWEEN CONSTRUCTION DOCUMENTS content , free of dryrot , twists or splits and sized per plan , 3) Gutters to be 5" `K' style facia type mounting directly to end of truss tails. 1 ) Plans prepared by: 0` Should any conflicts occur in or between construction documents, the order 2) 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 . of precedence shall be as follows: Department of Planning b Design framing lumber other than studs to be N2 Coast Douglas Fir. All beams Tualatin Development Co. to be Mi Coast Douglas Fir. 5) Downslx)uts to be connected directly to storm drain system. n 1 ) General Conditions 15300 S.W. 116th Avenue 3) Pressure treat all sills , plates , sleepers , nailing blocks , and ends of studs b Downspouts to be installed , er plan. `V 2) Specifications Tigard, Oregon 97223 and posts in permanent contact with concrete. —2 3) Scope of Work 4) 4) Large Scale Drawings (Details) (503) 639-3101 All lumber delivered to project site to be stored 6" above ground and pro- t� 5) Small Scale Drawings totted from weather. 7) Downspouts to be always installed plumb without offset . 6) Project Field Superintendent Section C - Landscape and Irrigation 5) Roof and wall sheathing to be }" 4 ply D. F. C-D grade exterior glue plywood. Section 8 - Ventilation in any case, notify the Design Department of Tualatin Development Company immediately for their consideration upon finding conflict and prior to 1) Plans and Specifications by: 1) Vent all appliances , directly to exterior , per plan, providing any required proceeding with work, 6) Flooring at upper level to be 518" Plywood subfloor, nailed and glued damper systems per code . David Zimmerman , Landscape Designer with 1 1/2" lightweight concrete over. Terra-Sol Landscaping , Ltd. 2) Units to be vetted to roof vertically through interior wall framing am Tualatin, Oregon 7) Provide A D.F. C-C grade plugged and sanded exterior glue plywood at all Installed tight into roof jacks, or between floor joists per plan. • FIELD SUPERINTENDENT root" and deck overhang exposures. (503) 638-301173) All vents to be properly flashed and caulked to prevent weather infiltration, Tualatin Development Company will have at the project site, from start to 8) Provide all fireblocking as required per Code. finish of construction, a responsible superintendent acting as an Authorized 4) All ventingmaterial to be Agent of Tualatin Development. Comp my The superintendent shall be on duty ' galvanized sheet metal . Exposed surfaces [o be 9) All Simpson i.anaers shall use lb Penny Common Nailsr• during all working hours. Any instructions or notices given by him shall Section D - Shop Drawings , Product Data , and Samples DIVISION 10: TRUSSES rm painted to match material directly adjacent . have the same importance as if given b the owner of the project , Tualatin _ Vent attic area per code O � P 9 Y Development Company The project field superintendent shall be responsible 1 ) Shop Drawings shall be prepared and submitted by subcontractors Section A - Trusses S p o e with continuous ridge vents and gable end vents for general on-site supervision, scheduling, field work authorizations, and specifically , but not necessarily limited to, the areas of work per plan. 1— ``t�C4 M approval of work prior to payment of the subcontractor, listed: 1) Provide all roofV trusses complete and io place , located and sized per plan . N Z y �., • SUB-CONTRACTORS Electrical 2) Trusses to be constructed with pitch per plans . LAJ Trusses All subcontractors must meet prior approval of Tualatin Development Company Cabinets *. C 3) Trusses to bear directly to top plate of exterior walls , per plan. Toe DIVISION 16: ROOFING_ � 0 Subcontractors are expected to be accomplished craftsmen of their trade with Plumbing (if required by permit) nail with 16d nails at each end and tie to top plate with metal hurricane d. V� 011+' a reputation of being able to complete work within their specified area to clips. Section A - Fiberglass Roofing 0 06 the highest quality of their respective trade. Subcontractors will supply 2) Shop Drawings , Product Data , and Samples will be submitted by the 4) Truss supplier to submit detailed shop drawings and truss layout approved 41 to Tualatin Development upon request references re resentive work securities subcontractor with reasonable promptness and in such sequence as 'LLA� 0 f� , p , , P P q by a registered engineer to the Design Department of Tualatin Development 1) Roofing to be 225 lb. Firescreen as manufactured by Bird and Son or and/or bonds as required. Tualatin Development Company reserves the right to cause no delay in the subcontracted cork, work of the owner , Company for approva! prior to fabrication. Trusses to be engineered for equal . vii to reject any subcontractor upon failure to satisfy requirement necessary to or work of any other subcontractor. 25 PSF- snow load, 15 PSF dead load except at garage mono trusses attached Q 60 prove their ability to perform work specified. to main building structure, which shall be designed for drifting snow load /WJ 0 ty 3) The subcontractor shall submit Shop Drawings , Product Data, and varying from 65 OSF adjacent to main structure, to 25 PSF at 20' out. hrJ 0 01 MATERIAL PROTECTION. Samples to: DIVISION 11 : FRAMING LABOR 2) The shingles are to be delivered to �~ The subcontractor will be totally responsible for storage and protection of Tualatin Development Company 9 project site in manufacturer 's original j Z all materials and equipment related to their particular division of work. 15300 S.W. 116th Avenue Section A - Framing labor unbroken package and shall bear Underwriters Laboratory , Inc. Class 'A' Label . No credit or compensation will be allowed by Tualatin Development Company Tigard , Oregon 97223 1 ) Erect interior and exterior walls so as they are plumb, straight , free of 3) All Shingles must be applied in strict accordance with manufacturer ' s < 0 . for reasons of theft or damage due to vandalism or weather to materials or deviatirii to plan , and square within a tolerance of 1 /8" i in any dimension. latest printed specification by an authorized installer . .0 equipment left unprotected*. The subcontractor will be responsible for pro- Attention: Vlad Voytilla " 4) Roofing to qualify for protection under manufacturer 's 20 year warranty for teetior of materials and work performed by other trades. 2) Framer to allow a 14}" unobstructed clearance between studs for 4) By submitting Shop Drawings , Product Data, and Samples , the sub- installation of optional medicine rabinet at each bathroom wall adjacent this product . OWNER SUPPLIED PROVISIONS contractor represents that he has determined and verified all to vanity mirror. material's, , field measurements , and field construction criteria 5) Subcontractor to supply to Tualatin Development Co. , Inc . manufacturer ' s Tualatin Development Company will be responsible for and maintain the related thereto, or will do so prior to the 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 information contained within such DIVISION 12: WINDOWS 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 facility Documents. Section A - Sliding Windows , Fixed Windows , Patio Doors \� 2) Temporary water supply for construction purposes. v , 3) Temporary light and power l All slidin windows , fixed windows and DIVISION 17: SIDING MATERIAL -7 —7 y patio doors [o be aluminum frame as L. 4) Temporary heat , as and if required DIVrSION 03: PERMITS AND FEES manufactured by Milgard Manufacturing , Inc . , or equal , per the following 5) Job office with telephone and space for storage of all schedule and sized per plan. Section A - Siding construction documents. Section A - Building Permit Z 'V Sliding Windows 1100 Series 1 ) All exterior siding to be 3/8" x 8" clear cedar bevel siding. It will be the subcontractors responsibility to provide any and all necessary 1 ) It will be the responsibility of Tualatin Development Com pon y to fixed Frame 700 Series equipment , tools, materials, skilled labor, etc. required to perform and obtain and pay for all required permits and governmental fees , unless Patio Doors 450 Series2) Sid ingto be pre-stained prior to installation. satisfactorily complete all work relative to their particular division of otherwise provided in the contract documents. s work specified in the construction documents for this project. 2) All windows to be double insulated. 3) Siding color to be Olympic #917 semi -transparent . � DIVISION 04-05: OMIT All windows to be "Ourabronze" finish \ / 3) per Milgard Manufacturing , Inc . .(� �- MEASUREMENTS specifications. Section 8 - Cedar Trim V� Before ordering any material 4 or perform any act of work specified in the ) Provide tempered glass as required per code. 1 ) Provide SIS2E grade or better Western Red Cedar siding and placed per � � •�) � �- construction documents, ail subcontractors will verify and approve all fieldplan. DIVISION 06: CONCRETE FOUNDATION measurements relative to their division of work for this project. Section A - Structural Concrete 2) Trim to be painted per division #38. 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 } conditions prior to execution of work. ! field co P and sized per plan. All concrete will be constructed so as to not exceed dimensional tolerance of +/- 1/8" in any measurement and poured It shall be the assumption of Tualatin UeveIopetant Company that the level and true so as not to exceed a tolerance of +/- 1/8" with respect DIVISION 13: EXTERIOR DOORS subcontractor approves field conditions upon the comrr,encement of work. to the specified grade. DIVISION 18` OMIT Section A - Metal Entrance Doors Tualatin Development Company will not allow any extra charge or compensa- 2) All concrete forms will bei clean well prepared and su tion on account of differences between dimensions indicated on drawin 3 and P P r to as Concrete - _ s 9• shall be sufficientl mechanically vibrated Burin pour to assure a con- 1 All common foyer entrance doors UIVISIG�i 19: GARAGE DOORS Y Y g Po ) Y to be 8208 actual field conditions without authorization prior to start of work, sistant homogenous mixture throughout . Therma-Tru as manufactured by Lake Shores Industries of Toledo, 'Ohio, in 1 ) Provide 9,0„ x 710" 1/4 sectional overhead Rouyhtex waodgrain' flush paneltt- accordance with manufacturers latest written specifications and sized per garage door as manufactured by Crawford Door Company , Portland, Oregon , or equal 3) All concrete used shall bre either premixed or transit mixed with a plan. compressive strength pf'2500 p.s. i . at 28 days. 2) Doors 'co be installed with torrision hardware. 2) Entrance doors to be equipped with inswing style si { 1 with threshold and - 4) The subcontractor' shall t►e responsible for proper staying and placement completely weatherstripped. of all bolts , connectors , anchors , and other related Hardware. Sub- 3) Exterior doors to be painted , interior of Boars to receive one coat of wood sealerer .. contractor will protect all concrete from premature drying, vandals, 3) Doors shall be equipped with self closing hinges and passaqe set freezing and harmful effects of weather. hardware. 4) Exterior of doors to be painted per division #38. 13 • DIVISION 20: OMIT �' I I Q1IWIA ., , . , _.. .-- � "cul'­.'. am _ ? 1 i1111y11I'Iiilrlrlrll�r�..{tlrl'i11111I111I111I111ililllllllll`ililllllllllll'�iIIIiIlIlI1IIiIIIiiiIIIIIll1111II1ill11I11111I1I111i111I111i111i11111111111111'IIi111111Illlili'IIIIIrIrlrllllll ^ t1 NOTE: IF 11-11S MICROFILMED I - - 2 3 ,�. 4 ________. 5 6 7 B 9 I Q I I -� 1 2 DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 (S DUE TO THE QUALITY OF IIIc ORIGINAL_ DRAWING, o,•t rti. OE 626Z LZ 9Z SZ bZ EZ ZZ IZ OZ 61 91 11 1111SI b1 f:f Z{ 11 01 6 • t 9 S b £ Z I still Iit-11111I1111 Ill 1IIIIII mill ill IUi1I1111IlIIIiiUiINIlIIIIIIIIIiiI111IlUlllilJU)�IIIlllllllliHllW,tII11I11i1I1i!IIIIIIIIiiiIIIIIIIIIIIIiIIIIRrII11If111iUI111111IIIIlII1l1Il!}Lliiu11111IIIIlI1111�Illilllli�.11111111111I1L1111�1ll11ll11�U11 IIIlII111�lIlUUIIfIIIIIiIIIIIiIilWlilll E 1990 ..�.'.� _.._.._._ .._..._......__......._.._..SSSS,, „�,,,,,......•.—..—....._.-...._. r - - --- ----- -- _ -. .. -- - - .....,.._.- - ,...�... ..,,.i,_ - .. ..,1...... .- _ - __._ -.._..,...Y.-..�q�,,,,,.. _ ."""'�F. ' - - , tr•+���► ., DIVISION 21 : WIRING _._______ _ Section 8 - Batt Insulation DIVISION 34: PAINTING AND WALL COVERING DIVISION 38: MIRRORS b HARDWARE Section A - Electrical Wiring 1 ) Provide all batt type insulation with Kraft backing as shown on Crawings and specified herein. Section A - Interior Painting Section A - Mirrors ,r/ 1 ) Provide elel:trical system as shown on drawings and specified herein , <w complete in place , tested , and operating , including but not necessarily 2) All insulation to comply with State CuJe Requirements for application 1 ) Paint to be Ameritone ) q 3/16" float glass mirror free of defects. , Rodda or equal . 1 1invited to all ser • ice , breaker paels , meter base , outlets , switches , shown on drawings . n lights , bulbs , an-i wiring required per State ar.d local codes . ` ? ' 2) Colors to be selected from manufacturer's standard selections . 2) Edges to be polished. S oi�Q 3) All interior common wall to be insulated with 31" thick mineral wtwl batts . Ia 2) 125 AMP meter base , 125 AM'' panel arid 125 AMP service. 3) Kitchen and bathrooms - 2 coats semi-gloss enamel . 3) Size and location per plan . • 4) All exterior wall cavities to be insulated with Fiberylas baits . 3) Furnish and install all bathroom vent/light/heat units as required. 4) All other rooms -- 1 coat latex low sheen enamel . Section 6 - Hardware -) Nutone #9420 or equal . 5) Vapor barriers to be placed toward heated side of wall . L1 ; , 4) Supply srrrakSection 8 - Exterior Painting 1) Door hardware to be kwikset Grecian.e detectors , located per plan . 6) Use Fiberglas sill seal under all common wall and exterior wall sole plates R' at foundation wall . 1) Exterior sidingto be stained with Olympic, or a ua'. semi -trans arant stain 2) Unit entry doore. to be keyed w/two keds per unit . t q D I Y Y P ll 5 Wire and connect all appliances , per plan . Trim tobe stained with Olympic, or equal , heavy body stain 7) Common floor/ceiling assemblies between units to be insulated with 31" 3) Common foyer entrance doors to be enuipped with lock set . All cormlon foyer 6) Provide 210 v. circuit for clothes dryer and 220 v. 30 amp. circuit for mineral wool baits between floor joists in a continuous manner so as to lock sets to be keyed alike. heat pump, located per plan, not allow open voids for sound transmittance. 2) Siding to be predipped :tained prior to installation. %) bj Provide grand master key accessable to all common foyers and all units. Light Fixtures as listed in Division 36 herein . 8 prL wide R-30 Fiberglas batt insulation in all vaulted ceilings. 3) Garage doors to be painted matching body color. :eliver to project SLIperintendent . �a 8) All light switcher, to be mounted 36" above finish floor except as per plan Section C - Blown- In Ceiling Insulation 4 Entry doors to be • over vanities and kitchen counter. ) Y painted the trim c_ulor. 5) Hardware at Hach bath to be: ` 9) All outlets , Except at counters and vanities to be mounted 12" above finish floor . 1 ) Provide all blown - in ceiling insulation located per plan . Secticn C - Wall Covering 1 - 30" chrome towel bar - surface mount 10) Install one s,ngle freezer nutlet � rear of each garage. 2 ) Insulation to be either Fiberglas or Cellulose and shall have a minimum 1) Bath wall covering to be selected by purchaser and installed by sub-contractor. 1 - Chrome rut ) toilet tissue holder - recessed mount 11 ) PIS,-wire for garage door opener In each garage. value of R-30 and a minimum depth of q '. Prepare all bathroom walls for wall covering. 1 - Pressure fit shower rod (at all tub/shower enclusures) Z s Section B - Telephone Prewires 3) All insulation to comply with State Code Requirement$ for eppl,ication 2) Stairway foyer to be wall covered, in grasscloth. Selecticxl to be 1 - Obscure glass shower door fat all shower stalls) P shown on plans . 6Y �?.C7.G. :aESICaN I�tN►�•RTMEt^�T }-- 1 ) Provide 2 telephone Customer option bath hardware: p prewires per unit complete and operable located per plan. 4) Provide baffles at eaves to prevent dispursa! o Section C - Television ?rewire )f insulate. DIVISION 35: FINISHED HARD SURFACES Tub/Shower enclosure shower doo:-s w/chrome frame � �- 1 ) Provide 1 television prewire per unit complete and Section D - Moisture Protection operable , located per plan . Section A - High Pressure Laminate Plastic Countertops' Medicine Cabinet ) _ 2) Provide i central television antenna per building located in the attic area . 1Provide 55 ib, roll roofing vapor barrier under all interior concrete f+) Provide self closing spring hinges at each unit entry. slabs on grade. 1 ) Provide high pressure laminate plastic countertops at all kitchen counters and Each television prewire to be wired directly to this antenna . vanity top:; , per plan. 'Wilson Art and Nevamar are acceptable manufacturers • 3) Provision shall be made for future T.V. cable to each unit . 2) Lap vapor bar r ;er edges a minimum of 12". (Formica brand laminate will not be accepted) . DIVISION 39: CARPET - Section D - Door Chime Section E - Watt-r Prooi ;rg 2) Colors to be selected from manufacturer's standard selections. Section A - Stairway Foyer Carpet 1 ) Provide through coat of sprayed emulsified asphaltic compound to the exterior 3) No full deck seams will be allowed. 1) Provide Orion 1!574-350 Bark Carpet manufactured by Crown, Comurlercial Carpets , _ 1 ) Provi('e 1 door c.h;me and push button per unit , 2) Locate chime box and transformer per plan. side of all found4) All countertop to have orak edging.foundation walls adjacent to earth backfill , 2 Carpet et to be installed over 40 oz. Hair-Jute combination pad. 2) Allow to dry completely prior to backfill , 3) Chime to be Nutone kLB-14 , or equal . Section 6 - Tile Backsplashes Section B - Unit Carpet #4 7 DIVISION 17: HEATING AND AIR CONDITIINING 1) Provide 2 rows of glazed 3" square ceramic t Ie at all backspIashes in kitchen 1) Provide equal time series carpet manufactured by Evans/Black. 4) 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 Base Board Heaters 2) Tile to be Maple Pattern Series manufactured by Holly Gilbert Company, or equal . 2) Color to be selected from manufacturer's standard selections . U 1 ) Provide electric ba ye board heaters 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 . tested, and operable. 4) Tile to exte,-:ti up wall to microwave oven at range. DIVISION 40: LANDSCAPING, FENCING, DECK RAILING_ Section E - Security System 2) Electric base board heaters to be Tri, ray as manufactured by Cadet witn remote thermostatic control mounted on wall , Section A - Landscaping Section C - Vinyl Floating and Base 1 ) Security System to include perimeter contact, at ail openings and provision for `nfra-red , sonic , ur pressure mat feature. Systems should he of digital 3) Units to be sized by supplier and location ver ; fied with Des igr Departmlent , 1 ) All vinyl flooring to be Armstrong Sundial or equal . Pattern and color to be e key type with exterior r pre s bell . Tualatin Development Ccwipany, at the time c,f bid submission. selected from manufacturer 's standard selection . Refer to plans and specifications prepared by others. r t Section B - Heat Pump 2) Base to be 4" rubber type of complementry color with vinyl . Section B -- Fencing Z 2) Manufacturers of security Systems shall submit proposals outlining Lyne of system, performance , etc . directly to the Design Department , Tualatin *, 1) P. cvide through he wall Zoneline IV heat pump as manufactured by General Swet (on D - Ceramic Tile Window Sills 1 ) Provide fencing for privacy screen , trash can Enclosures , etc. , per plan. Development Company for review and selection . Electric Company. Model gA38793C,JAL with Gri 11ERAG45CT10 (Dark Maple) 2 Fences to be constructed of siding. Applied to framework of 2x4 rails and • PM 1) All windows to have glazed ceramic square Lite at sill , aKC-270 ) g• PP -^- 4x4 pressure treat+.d D.F. posts. u m DIVISION 22: PLUMBING 2) units to be located per plan in rough framing open grout eel. 3) Posts to be placed minimum 30" below grade and supported by concrete. ;N 1 ) Provide all plumbing systems as shown on plans and specified herein , complete DIVISION 28: GYPSUM DRYWALL C4 • in place , tested and operating , per state and local codes . —- Section C - Deck Railing 2) Supply fixtures per schedule: 1 ) All gypsum wallboard to be of type and thickness per plans and specified •� C o herein, 1) Provide deck railing per plan. � � 52 Gallon Electric � • 2) Rail to be constructed of 4x4 cedar posts , 2x4 cedar rails , 2x8 clear cedar Q. r- Water Heater State //PV52- IRT or equal . fie' 2) All ceilings to be maci.ine� en. tbrocade finish except at bathrooms and kitchop cap with eased edges , sanded on all surfaces. All materials sized and 0 3 Q per plan.Kitchen Sink CUTOUT 1/1 21I.x24„ stainless steel sink 3) All walls to be DIVISION 36: LiGHT FIXTURES Placed W O aatspray textured except t bathrooms and stairway foyer. — > C 20 Gage Elkay ACR 2522-3. 4) Prepare bathroom and stairway foyer walls for wallcover. Section A - Purchaser Option Fixtures U ` Water Closet American Standard 1/21;.2 .448- Section D - Mail Box Stand 0 �•Y1 S) All windows to be wrapped with water-resistant 1) Purchaser to select fixtures for dining room and entry with allowance from 0 M M e Bone, gypsum �.;) Iboard. iighting supplier 's showroom. 1141e- 6) Ceilings at ell lower units to have 5/8” gypsum wallboard installed over 1) Supply mail box stands of type and location per plan. Lavatory CUTOUT 10'4 American Standard X0476.02$ - i di ) Suggested allowances for dining room fixture is $100.00 and $40.00 for entry. Z resilient metal chapels (/SRC-1 ) attached to floor joists, At areas with 2 2) Stand to be stained to match building trim. .� Be+ries OVAL SHAPE n, • Seat b40 ;)lson ite Plastic_ , color framed soffits , attach gypsum wall board directly to furin3) Electrican to install at purchaser's direction. to ma;r_h water closet . DIVISION 29: MASONRY FIREPLACES 5"tion d - Electrician Supplied Fixtures and Retail Lighting Supplied Fixtures : DIVISION 37: APPLIANCES Tub/Shower D-6 by Dura Glass , 1) All fireplaces to be Masonry eized per plan. 1) Stated type from schedule or equal : Section A - Builder Supplied Appliances color to match American D Standard - Bone. L I c N t I N e s r. M E o u E -__---.-.------._..__-- """'" F; URE Q AN11 Ty LICK, rIK,uKE 1) All kitchen apo) iances to be 1982 Model year General Electric or equal per 48" Shower S-4 or 5-5 b Dura Glass . 2) Prick colors to be specified by T•D.C. Design Department . schedule. Color tr: mat ;h American '` �/ Dishwasher GSD 551 _ DIVISION 30: OMIT Disposal GFC 310/400 Standard - Cone. Range JSP-27 - / r' Z d _` Micro Wave Oven JVM-43 3) All control devices as follows: DIVISION 31 w FINISH MATERIALre" �- �_- - SEE FLAN Llghtcrort /791 20-55 wall hound : . _ -- Entry I I 11 1 I I (rlatur• to M felectN ►y Condo euYer) Unlit Supply �H-'OC Gu b Gra 2) Colors to be selected from standard manufacturer 's colors. - Y pP Y y y Section A - Millwork Ko 2 2 I2 ) Lightnller rIIA2 Recess w/229 Trrw lub/Shower #636 WS Delta Or #642 up 1 ley Electrlclenl , _ __ Washer/Dryer units to be Friyidare NLC240H. Kitchen 1111OCM DeiLa . HAI Iways 2 2 ' 7 ) toglo e9-))11-02 Coning light 1) Base and casing to be 2 1/4 " Col on i al pref i n i shed. down ley Electrician) S Lavatory #522 WF Delta. i I - - - 01111SiON 38: EXTERIOR PAINT COLORS • r Dining I I ( I I I I t1 1 t I (rlKtu.e to be selected by Condo Wyerl c 2) Windows to be finished trim with 3/4" prefinished screen molding. Fireplace , , Ii I I Llghtolrarrbe feted yCon eyeballup All to be chrome finish , except laundry supply. 3) Interior closet shelving to be constructed of part ical board with finished rlrep I"* I i I , 1 I [ogle 62262-I4 Doubl• spot DIVISION 23: OMIT edges sized per plan . decal ' t Section 8 - Interior Stair Handra - Mitt nCeIIIng l I I I t I tI aces tering tight (81 u«trician' DIVISION 24: OMIT i 1 Kitchen Cooling I - 1 1 1 ! 1 L 6 S 01126-N 6-rtlbe Oell fraise — � ) Provide interior wood stair rail per plan. DIVISION 25: OMIT a01A7 Kltch" SWA ► II t (ogle l5-))1107 Ceiling _- _. I \ _z 2) Stair rail to be constructed of kiln dried V.G. Fir or better. Col Iing- - tIght - - - -! 1 KCabinet Light S� . -1 1 11 1 1 1 ( 111 i 4terling 1)24S 24" rluoretMnt 1 �\ DIVISION 26: THERMAL_ AND MOISTURE PROTECTION 3) Finish to match interior millwork used throughout reject . - -- ---- ---- J g P :user Clos•t I 1 W e 2 2 e Eagle 12212.14 IbNble spot Section A - Rigid d Insu 1 at ion Master Walk-In � ;.qle /9- 1•or Calling light— �1 Einset DIVISION 32 : OMIT ftste, lath 1 1 1 1 1 1 1 1 Valance light Per Plan w/6 Light Sir 7 1 ) Provide all rigic! insulation , per plan , at foundation walls. v.nlcy -� _ DIVISION 33: CABINETS Master lath I I I I 1 l i t t A"roy /1201 Double t-Light w/eon lw tl«c►1cleni � • 2) Al ) insulaticr, to comply with State Cade Requirements for applications - I J shown on plan : . Ibtl I lath I 1 I t t 1 I I I valance Light ler Plan w/1 - light 64r 3)3) Insulation to have a maximum thickness of 1 }", Section A - Cabinets ye - B Mall Rath m I I � valance I:ght Plan aht Nor 1 ' Cabinet to be Model a1000fIush white oak with 30° reverse bevel d9lols and Von IIy ,G, �-�• K.Ytron interiors as manufactured by Park Place Wood Products , Orr.gon City, Hall Bath I 1 1It I I ; 1I I Aob,ey .1201 Dnuhle Host Light w/ran ~ Oregon or equal . CeII Ing (ey Elect,icianl eedroaw 02 or I I I I I I I I Eagle /2262-14 Double Spot , Oen 2) Cabinets to be sized per plan . Petro I I : 2 : 2 r 1 I `Lrghtcrare #191-2o ss bear I mount Common Entry 2 Lighlnlior 01112 Recess w/229 trim 3) Finish to be "Light Oak''. mail ley Eleerrlelan) common ttstre"of l - �— ii Noor light: I It S 00597-60 - Otteeldo Obntlen -- I -� Lrgl .eller 0y [leu, clan) / ...- .. sv _' may(? t"ii'w"Gr"'.s""""""r .r„»:..... .,....._., ,..p.:. w�' -.K..:.. ::: "•`.r=+..'"iw'` I 1 1 I 1 I-�_I y 1� a C IICIM .'r'° Z:S' ”' « ane-nrn u.V•eM��.. ,, ..- .. .....b�a try ss- 1 r! I I iII I III I I IIf I III I I III 1 1 III 1 1 III I I III 1 1 iII 1 1 I�I I I III I I III 1 1 III I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 V I I I III 1 1 1 1 1' 1 1 1 1 1 1 1 1 I ( ell 1 111 r ..- ., � illi Ii•il Ill I .11 II ! III III III iII III III III ill IIIIIIIIII } IIIIIIIIII ) IIIIIIIIIIIIIIIII II NOTE: IF THIS M 1CROF I LMED I ....`_ 2 3 4 _ 5 6 ___ 7 _8 9 i 0 I I 12 1 DRAWING IS LESS CLEAR THAN — -'•►• THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. _-_,— AE 6Z 9Z LZ AZ SZ b? 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