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12732 SW PACIFIC HIGHWAY-1
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'Ip ►I�II�'�'1 � I !inlii 1 1.. w` d C i /�"o.� , i ' ` . •_-40-2x 10 „o l•,r �" err_-.�_ • __ , �1 , CA. SIv.E -COIJT, �E�IL1E�T �+�a��l Els f4/ �,CIc-! GG-NTI�•� ,�1/ c J�1�.r1. �J ter// V 1 ' I Ih �rNoT ",L OGKINIr/ ' ' 1 c L• i Ce ■� \L.: C' 2�''0 G 1 � I 1 G,J U G, V,d L L t7 N �� '�. - -- -'- Z W -�', 1 1Ci,.L7,,GJWL. cTo-. -r-. We OM, /may L it.._ y • j!,zri. WALL /•� LA-''YE-e- • " I II I �-_._�' I 5/�:, ' d Ira, '7 r� .../ .._. - .5/6 7/�1j°,a 1 P. Yj.J '�'I'rC .,x tti--- i I rj"Gvt4G. WdL,L nN _ ,,� „ - i Ip,"t8"Cv►Jc. rTc-. • F, _- ' Y g` - I tM4�.r IG"p.C. , > ' I" . 1 , *IL• il- .i-I-4'rtli S /e T'Y�•E ,t' I ' I GYP, k312. CA � si•�E ._---..1.., eve o J =s+ -_. j I �I uJ o r ,Q E ,ro P _ _ Q 1.'1e Ce :I /; I i i i r� •I • `T� -'1 .11- �_ _ ill!ll 11 • --.._.-A" GATr1GLPEG:kr,.o `�/r k e" r"4RTI !Ic�y v..♦L1- - ----t' 0 / E:. Y..• O ; " i i1 / • -,. ...f.--/ IIIc'" I+. --'-4-_. enGouG. W4LL taw ' .. NC , /A 4-...1 v Ni P, Jt'.s r. / .7_,-_"-2- � --- . - --- EK "' IE)",c 8 Cry WC, f T(,r, moi"c:c_:F1'-', c4?Ayr: L •/ I I ,f I MiiI A/ _ DATE A"c rJiZAtN • ovEK G MILL vlScpUEE�1 I i , - r.:1. _ —"--'!v-4-----..-- + -..-, -. --- - - - _ - 1-_ -- -- --- - , - --- - LI-. II �__._ Nit---7,-.7-,. c�iAl\� ti R Av t. I IL. - " f o" Of,>� • '� ' S!fr., iv�`,�/�M c7 l Ilk i - �J - I �` ')u. iii �p,��� � '^ r• - _ -r .. O. I E „ , .ITY/F` S4 r . •(,, • •- gi C�c', .�ECt. 41:.O" } hx'i3,', ;: -7 'Cr- '%F'4r. Cit ::,74.-a .! + sP,t ''i'f`i ,• 1`''i�f �i ,, _ L.' , �I O''p, L FYI A►� S -(..;-. 1-.1E. EA H i 1 r�rZ,41 8"G,_,uc- u'A•�L rt --�, s E o f E ['A H / I8",4 6" oo NG. Fro-, . ,1 2 -60 I,a,1 1b't 1" 4, T- __� <'4"t r4 'Z" cc . t C�--. of t ---� C. 1 ��Li ' C c. z,a L tit.. 4 ' mirommitaimorpmensimmomw (-N.:4 �„ = i is ,i_� _ _. ---- _ _ ------- ---- —_ _'k i ---- SHEET NO. ■ups • O ,.,,_,A L I"� '- o" Z`+�- 124TED WALL. \ 'ALE '. I" =I ' -c," MR• , ('ATE►" WA LL. 4 8 . I It ;•••.-•+r"aE'.' "" ' ... ..► .._ ...7W"` " - 4•. f _ - ^., 1 III II1 111 111 1�1 1�: 111 III III III 11111 Ii1 Ii1 III III Iil I�I III 1I11111 III III I VIII I111111114 IIII III III lie1 I lil III I�� I1I �1J I 1111�1 Iil1�1 III Ii1 1�1 �1 1 --- _--- .•• -,I1 ( 2I 1 ( ( 14( I � 5� ! ( � �l � _ 1 __, __�. � � 9�_�_ . y -�b( 11 l�l NOTE: IF THIS MICROFILMED � • DRAWING IS LESS CLEAR THAN - ' THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAL LEZIZILZ Z Ci IZi Z Z IF-3 -WIT l8I 8 ( I Gii i [ f [ --i----- I- „r„ DRAW INf III (IIII IIII IIIIIIIIIIII 1111 41111 IIIIIIIIIIlIIIIIIIII 111 11111 III IIIIillllilIIII IIII�!)1 tr, t,IIIIIIII IIII iIIIiIIIIIIIIIIifI IIIIIIIIIIIIII IIII IYtIIIIIt IIIIIIITllllllI IIIIflIIIIIIIIIILIIIIIIII IIIIIIII1I1I III1fI)IIIIIIEII!IIIIIIZIIIIIIIIi IIIIIII 12 •1990if ��! ' V. 1�Y GENERAL NOTES• ;�..<i , . GENERAL I . �'' .:. ,1 . These rotes are general in nature and are intended to set minimum standards for • construction. The drawings shall govern over the general notes to the extent shown. • ' i 2. The Contractor shall verify all dimensions and conditions on different drawings and ';j Y 'ff in the field and notify the design agency of any discrepancies before proceeding, ,.. 3. Inspection and/or job supervision is not provided by this design agency unless J� (1 www specifically provided by other contract. 4. Contractor to provide all necessary temporary support for walls and floors prior to completion of vertical and lateral load systems . CODES AND STANDARDS �',:: 1 . All work shall be in strict compliance with the following codes (latest edition) : r a. State and local codes (verify with local building official ) . b. Uniform Building Code.,,, c. ACI , AISC, and NDS. FOUNDATIONS (Design soil pressure 1500 psf plus 20% increase for each foot of wia:h over } ; � f 12" but not to exceed 2500 psf. ) a . r' i"ii.M.v' ,� I1 . All footings to bear on firm, undisturbed soil and 1 '-6" below final grade. Notify N design agency before proceeding if any unusual conditions are encountered in the 1Q1 footing excavations . • 2. Do not excavate closer than a 2: 1 slope below footings . N 3. Clean all footing excavations of loose material by hand. al CONCRETE N (Y7 . Minimum concrete compressive strength to be 2500 psi at 28 days. Minimum cement r 0 content to be 5 sacks per yard. Maximum slump 4" except exposed concrete columns slump not to exceed 3" . \ aio 2. Place and cure all concrete ��1 .7N 4 S•i'� G� E� vu \ per ACI codes and standards. r 5a FELT oN ic' �wv, S+E.d r , Nc�- ? /,, L • 3. Provide keyed control I 1, 5 - ' a r. y joints in all slabs on grade at 25 o.c. each way maximum. /i ill.) N a Provide heavy (3/4") tooled joints at 5'-O" o.c. and 1/2" premolded expansion joints 1 -� ` I riU221cssi�E ��c•i,7P; 4 at 30' o.c. in all exterior walks and slabs . OI Q REINFORCING �\ rsd, rizus� / 1 ! j 2.A �Lvclzucr N . muss oc / \ _ / ,_ STEEL /f� "O.t.. 1 1 N N. 1 . All reinforcing steel to be A-615 grade 40. Welded wire mesh to be A-185. ,� ?KG �t.00ltlµtr `` N _ _ in 2. Place all reinforcing per ACI codes and standards . e7::: 111 ,� ,:,3. Lap all continuous bars 30 diameters minimum. -� ,.. �t*w "s`Oeltl�v ' G,x1r/ A.E4MS---" __- ___ ,K 14 3e,4M5 Qlil , L�1 WOOD ,i' ,-�,. _� q 0 4rl.. caLumki- 1 . All lumberI _-?- Q" SrL c , , , o * } W Co - 0 r' m species and grades to be as fellows: ! 0 W O • a. Joists, beams and stringers Douglas Fir No. 2 X w 6" nom. beams and stringers Douglas Fir No, 1 U W b. Bucks, blocking, bridging and misc. Doug Fir or Nem Fir No. I n, z .� c. Studs d. Sills, sleepers, plates 6 nailing Doug Fir or Hem Fir Studs" 1-- U Q Z'/2' ISS►''61 A 1 T 'A 4'.iE$.41- ' J ' blocks embedded in concrete Pressure treated Doug Fir /o►+ a- coh .7 G, -4v EL e. Posts u12►� _ • I Doug Fir No. 1 ,o *... Y 1 f. Decking 2" TdIG Hemlock, ► ti, Fir. For span N . , I °o:. c. over 5'-6" T -Span cgntlrluous. All other IL I a,. { I i same or sinipe span. No oint� between _ . I ,,� _ to"� 2d 3 G I I i� I •. 1 717::::11)S, upports . ) 2 L ,..::01-1./- ��� I I 1 I v I I--- Velsgipcs:q:rd beams framingto (notbearing on) beams, headers, qr girders shall �_` I I t with "U" type "Simpson" or a ual g �_- 1V '� Li q joist or beam hangers. All post beam __ } O • and post footing connections to be made with Simpson post rap and post base. 4( NI m Q 3. Block solid between joist and rafters at bearing walls. Crossbridge at 8'-0" max. V d- W (3 0 o.c. at 2 x 12. r r` Z � 4, All plywood to be standard grade with exterior glue. Minimum plywood Halling 8d �� '�" I I. (� r- 'r -4; I I1P com. at 6" o.c. at. edge and 12" o.c. intermediate bearings . Install roof and floor -} e sheathing with face grain perpendicular to supports . c,C�+�c i.4"--- 1I-- c,° _I W- 4 index for floors and roof - 32/16. See nailinschedule. agger joints. Plywood I .D. • _ � fli 5. Glue-Lam Beams: Douglas Fir/Larch unless other noted. F-24(10, exterior glue, caller •r W LL 1 1/2 x DL unless shown otherwise on plans, RITC certification. f �� ' STRUCTURAL STEEL , . > 1 . All miscellaneous Stee`i• to be A-36, fabricated in accordance with AISC. ' - �� 2. All bolts to be.A-307. •ao'•o'' n ul v � g All • welding to be with E60XX or E70XX electrodes in accordance with AWS. �' .__ . -. - - .. - -- ---,- _ ate- - --11,4",-,1 ______*_- z 1 -- - ` 4 N W °Ci0Uc. Lut.o.p H ( 7rA rlTh w4A-6.. I I N 2•x cu r✓c, r c• . i 1 in 1 ; - . 1-- -- III..__ i \!----00/ 0 4 r1 0 N. 4Kru O,Lrs 7 1 I 1 I � Cf I1i LL � I 0 - - ..mac. .....- - - II II 1 1 - I IF 5 I (11 I I ,4, t4'17a x��" oolyG, arCi I % - - ----- - - 446 Sri -„I',E _c'L,` 11 =` ® �/ S uM'9[r'1 cAvgJIrNT W I IW /11%zsi a2q'iiCe.' I _� V ] ! 1 1 Cl- 1.w. (..31, 7* L V I�► 1: . o c.E rc u N=DE ra 1 fid • _ , ri -- - 6>ip' Oot!1 II V <c. I- . 4 _.. . _ . ., I IH4 . 1-\..-). : 6 i -, 4_ -` - I 1 4- 11 t ' ' L _I 1 4 1 1 - Z W V T Q`/ Limai I __.. �_ . it 1 > I'm' U Z G x 1 A is E Aril Iy, T______- ( I I I Q i I101 _. _, I 1 I } ( I✓�` "a ptArcl• I S I I i/' `\�'� I I trQ S1nS NALL IIIt vGONC W�11Lau I I 10 _1 ="t �.' c�uc. Fc1�� I p DAT E / '`\` . I N LL�`J!N 7E Z�+� -- I lMIMN� E l fin► GrdAl'��I I - _. r; _.._ �► 14 O _ 4 �_. 3:� 1 is SIC' I �' �3.0 4 _.4 ..--- ---- V. -.1- t4 '-ar,'G0NG Uj ILO. c:N s",c a"ce►+c.. 1011,-, P6L U o 2• T-6, , F LAS, KL IBM III •T No. 5 of Si/ \I S. .'r'�rlr IIIIIIIIIIIIII111111111111111111111111lIIIIIIIIIIIIIIIIIIIIIIIII � IIIIIIIIIIJIIIiIIIIIIIIIiIIIII '4�'�""w°--- � 1 � 1 I � III � I I � ISI I � � I � I ISI ISI ISI ISI I � ISI ISI Iii I � 1:{ lel J. � I { iI ISI III ISI II --- __ .._ , :..+ NOTE; IF THIS MICROFILMED 1 1 � 11 �1 i 7 i �b 11 1 12 DRAWING IS LESS CLEAR THAN --- --- -- THIS NOTICE. IT IS DUE TO Z > Z Z RT _ 1_ L T T L . v I 1 [ l -798 14 c Z 1 , , I»THE QUALITY OF THE ORIGINAL r-1----17 DRAWING. �II11111111I1111111111 i IIII 811I111111 8III111111ILIIIIIIIIIIiIIII►I111111 III11111IIII1IIIillllllllllIlllIIillir114:://1111:: ' £1111111IIIIIIIIi It'll III4)ZII1111111IIIIIIIII ZIIIIIIIII ZI!11I1111 IIIIIIIII 111I1111,1111 ILII M,I.III 11111111I IIIIi(III III1II1 II � 1 2 5 19 90H dt 1 • . Y I 1 �, i . 300 CONCRETE 605 as CABINETS Style and finish as selected by Owner. 905 PAINTING PREPARATION r ; �' s�jr • 301 Place all concrete in clean, well prepared and supported forms . 606 PLASTIC LAMINATE Formica, Consoweld 1/16" thick with "M" finish. Self- I Wood, natural or stained: Sand smooth and free of marks or discoloration. F 11 voids4%.(*" r a.' I> a-r'' edge jointing with 6 bscksplash and side panel as required. Color as selected by m { and nail holes after primer or first coat is dry. Use transparent filler compatible All concrete compressive strength to be 3,500 p.s. i . at 28 days. Minimum cement La- Owner. with the finish system - tint to camouflage repair. s -'` lz• content to be 5 sacks peryard. Except slabs on �. p grade to be 5 1/2 sacks per yard. . Maximum slump 4". 700 MOISTURE PROTECTION r 100 GENERAL CONDITIONS Ferrous Metal : Wash umprimed ferrous metal with mineral spirits to remove dirt, oil ) t..c . } or grease. Remove rust or scale by wire brushing or sanding. Rero�e foreign material �s-, `,` Protect concrete from freezing and premature drying. Cure and place all concrete i 701 ROOFING from shop primed work where caused by handling and erection. Touch up shop prime where f� 4 ` The General Conditions of the Contract for Construction A. I .A. Document A-2U1 , April ferrous metal may have been exposed. • J 1970 Ed. is hereby made a part of these specifications even though net. hereto per A.C. I . codes and standards. attached. ; Asphaltic or fiberglas shingle root - #235 3 tab self-sealing mineral surface, 302 FINISHES All exterior ongrade slabs - exposed aggregateFfiberglas proofing g installed p finish. After g as or aspnaltic shingles, as per manufacturer's printed galvanized Metal : Wash surfaces with mineral spirits to remove oily residue. Dry with instructions and UBC standards . Provide base sheet as shown on drawings. Color as clean cloth . Apply one coat of colrrner'cial metal etch. Dust off residues before prim- initial-slab—screening rim- �' 101 CURES initial s ab screening 'salt' exposed slab surfaces with washed and graded 3/4 , minus rock evenly distributed across surfaces. Tamp and bull float surfaces selected by Owner. ing with approved primer. The Uniform Building Code 1976 Edition as amended by State of Oregon and known as the State of Oregon Structural Specialty and Eire and Life Code shall 303 EXPANSION JOINT'S Provide expansion joints as shown or at 20'-0" o.c . at 702 ROOFING GUARANTEE Upon completion of work and before final payment, the Roof- # 906 COATINGS Safetygovern where all exterior walk and slabs . ir•g Contractor shad sue to the Owner a water-tightness guarantee covering roof- not otherwise qualified in this specification. It is the responsibility of each -'�-� ing and flashing for a period of not less than two (2) years. j Miscellaneous Iron: Paint all exposed metal , excluding stainless steel and aluminum. ;.. . contractor to conform to the requirements of this Code and all other local and state ��14 REINFORCING STEEL 4 Remove face of all electrical face elates prior to painting, reinstall after aintin rt.10..: building and zoning codes . -- --- -- 703 FOUNDATION AND WALL COATINGS Apply Standard Drywall Products, errous n not - P g painting. }"` ,� --, Inc. ,, retals shop primedprime with one coat of zinc chromate. Unless other- ' 11 reinforcing steel placed per A.C. I . codes and standards . All reinforcing steel Thorosnar `ouridatTon oatings'r or approved equal on all foundations below grade $ wise noted appiy two coats semi-gloss enamel to surfaces . 102 GUARANTEE +�3 and smaller to be A-615 grade 40 and all reinforcing bars i+4 and larger to be adjacent to interior spaces, • 9 per manufacturer' s specifications . Exposed concrete grade 60. Welded wire mesh to be A-185. Maintain proper wall clearances. Lap walls-finish with one coat Thorncoat or approved equal . • Fainted Galvanized Metals : Apply one coat galvanized All work on this project shall be guaranteed to be free from defects in material and PP Y y a ized metal primer, follow with two all continuous bars :IO diameters mainmum. Provide corner bars at all wall and coats low-gloss enamel finish. - ' ' workmanship for a period of one year from date of final acceptance by the Owner. footing corners . Provide shop drawings for steel placement in retaining wall . 704 VAPOR BARRIERS Defective work and materials shall he replaced at no cost to the Owner . Certain Interior Flat hall Finish: Spot prime taped drywall joints; then apply one coat latex QUI P specialty areas may have guarantees which extend far a period longer than one year Minimum reinforcing Provide black .f106 mil visquepn vapor harrier on-grade in crawl spaces. Provide wall primer. After thoroughlydr apply to a CO as outlined in separate sections herein. Y pP Y p coat of latex flat wall paint. m #15 asphalt impregnated Kraft paper under all concrete decks and walkways above 103 TEMPORARY FACILITIES Vertical #5 at 4'-O" o.c . grade. Doors and Frame: Apply one coat wood stain, wipe off excess dud let dry; apply one coat N #5 each side of opening ' lacquer, ;, 'ter dr , t h� sand as required. Apple a second coat satin lacquer. Top, _� Horizontal 2114 in bond beams at top of wall and at all floor and ! Provide aluminum foil building paper under all building siding. q Y 1 g re y ppal The General Contractor shall provide all temporary facilities , job phone, light andbottom and all edges to receive covering. N power, water, heat, and sanitary facilities required for the conduction of work and roof levels Lintels 4'-0" or less 2 #4 in 8" lintel 705 BUILDING_INSULATION Use fiberglas R-11 foil-faced insulation at all exterior Interior Wood Trim, etc. : Sand lightly, Apply one coat wood stain as required. Wipe the health and safety of all employees. A job office, storage space, and space for #4walls and T2-30 in�u'�at on in ceiling. Insulate crawl spaces with R-19 insulation off excess stain. Dry. Seal with two coats q p -1 all construction documents is to be provided. 4 Extend to lintel 2 in 16" lintel satin finish lacquer. Fill all nail holes . reinforcing2'-0" under habitable floor areas. B geycind edge of opening. all W 104 STORAGE OF MATERIALS Exterior trim: All exterior finish material to be prestained with two coats Fuller _ 500 METALS_ 706 METAL FLASHING_ Unless otherwise specified provide and install prepainted O'Brien Stain. (� I r 26 gauge ga{van zi e d iron flashings, gutters and downspouts in all areas . Provide \� E� a Ail materials shall be stored in an adequate manner so as to prevent damage to them shopdrawings or example of Q a Submit shop drawings dimensions and details of all metals to include stairs and 9 mp gutter before installation. Gutter and downspouts to 907 CEILINGS 1_ ate all Verify by equipment, workmen, weather, and other normal hazards. Materials which absorb wrought iron railings and indicate a-1 accessory items . dimensions level , plumbandwell i be aligned, secured to walls and fascia. or in enclosed areas and properly covereda 1adjoining . and correlate with work Ceilings in kitchen and bathrooms to be painted, i' 1 other interior locations to have moisture shall be stored off the ground, Q for protection. It is the responsibility of the General Contractor to see that I 707 CAULKING Caulk all exposed exterior joints above grade with caulking - color spray applied Q.T. Texture evenly applied. materials are kept clean and dry. Shop coat all surfaces not embedded in concrete with Rust-Oleum No. 678 Primer. to matai-ibiutting material or finished surfaces . Caulk where indicated on drawings N Touch up abraded areas after installation. cu and where water, air or dust may infiltrate such as around all windows . 908 TUB SURROUNDS CU lU5 PROTECTION ) N 501 STRUCTURAL STEEL See Sheet No. 1 General Notes . 800 DOORS, WINDOWS, GLASS Bath Lob surrounds at all tubs to be preformed 5'-0" plastic laminate obtained andN Contractor shall comply fully with all laws and regulations dealing with the health installed by surrounds Unicove or Wallace floor covering. and safety of his employees and the public in general and shall be soley responsible 801 ENTRANCE DOORS Unit entrance doors to be 3° x 6'-8" x 1 3 4" factoryy to see that the work is conducted in d safe manner. Contractor to provide all 502 WELDING All welding to be done by certified welders in acordance with A.W.S. { / finished z Specifications . Use E 60XX or E70XX electrodes. metal cTed do°rs with interlocking thresholds and jambs as manufactured by Everstrait, ;; 1000 SPECIALTIES 0 necessary temporary baracades , support for walls and floors prior to completion of Perma-Door, or equal . Type as selected by Owner. vertical and lateral load systems . Provide fire fighting devices as required by 503 BOLTS (� Install all specialty items such as towel bars , paper dispensers , etc, including back- m W ire marshal . -- 802 HOLLOW METAL DOORS ANDFRAMES Doors shall he � 3/4" thick with 18 gauge { ing, blocking and fastening per manufacturer'sinstructions . Each item to be G 0 a frames Texcept 16 gauge at rated doprinted ors) , Frames abutting concrete to be 5 3/4" x installed complete in every detail . il ASTM A-307, with Stan and plate washers under all bolt heads and nuts in contact 106 PERMITS with wood. 2" double rabbeted. Furnish with masonry anchors as required. Steelcraft or equal . . U 1 1001 MAILBOXES 10 boxes, required - verify height and location with Postal Department J The General Contractor shall obtain and pay for required building permits , however Concrete to Wood Anchors : Anchor bolts 5/8" x 10" @ 4'-O" o.c. or as shown on 803 ALUMINUM SLIDING GLASS DOORS To be Viking Aluminum rolling g dasao doors with j and City oir Tigard. Construct supports as shown. W The Gen and inspection fees required in a specific division of the work shall be -:-M SLIDING L drawings for sills of exterior walls. (Maximum spacing unless otherwise noted) . Bronze anodized names. A doors to include screens. Use standard safety glass i f IU ,� paid for by the subcontractor who performs the work , i .e. plumbing and electrical 1/ with 5/8" insulating1100 ELECTRICAL Allow $70.00per unit for lighting f' permits. Use ,, 3 x 2 1/2" "Ramset" at 2 $ o.c . for sills of interior walls. glass units . _ g y fixtures. Type and color by Owner. T -I Connectors: Tie straps , framingaecho'-s , F. 107 EXTENT AND QUALITY OF THE WORK P hangers , strrups , column caps, column 804 BIFOLD AND BIPASS DOORS To be flush type of sizes shown on drawings . Doors 1101 FIRE ALARM SYSTEMS Provide "Products of Combustion" smoke detectors in all units . l� X .1 R `' --- bases to be "Simpson" or as detailed. All joints or beams framing into (not to incTude al1T hardware d.6-67-guides and stops as required for complete installation, i Locate at center 6T-bedroom hallwaynogreaterthan12" submit style, from ceiling. All units to bearing on) beam hangers. Fully nail according to manufacturer's schedule. y color and material type to Or�ner for approval prior to ordering. conform to U.B.C.-43-G. �- I The intent of the Drawings and Specifications is to show the general method of accom- ) plishing the work , even though each individual instance or detail may not be speci- 805 ALUMINUM WINDOWS Windows to be VikingModel 60 horizontal rollingwindows • 1102 EXTERIORr fically shown. the essence of this Contract is completeness of the work . The 600 CARPENTRY All lumber delivered to site to be stored 6" jbove y •ound and LIGHTING All exterior lighting (excluding unit decks and patio) shall �" I protected i m weather. 'rte ` -'`-` , with 57/ tnsulatton glass, Screens to be included. Equal - Mercer. be on Owners circuit, controlled by photo-electric :�ritch located on roof top of a �t-- ++``--� Contractor shall furnish all materials, parts , labor, equipment, services , and centrally located unit. jj '`"► superintendence to perform all work in first class, finished and operating condition . Pressure treat all sills , plates, 806 MIRRORS Mirrors to be 3/1b" thickness with metal clipsupports . Allglass 1_ sleepers, nailing blocks end of studs or posts, pp C� } All-WOW-6 be done in the best standards and practices of the particular craft or etc. , in permanent contact with concrete. to corm-Ti to minimum code requirements for type and strength. 1103 ELECTRIC BASEBOARD HEATING Install alll m d trade involved. Owner purchased electrical baseboard units �it1� ) with remote wall " thermostats . Sizing of all units to be verified. >-- 6�" All framing lumber to be coast Douglas Fir or Hem Fir. 807 DOORS - INTERIOR All interior doors to be 1 3/8" x 6' -8" hollow core. See �1 Then not otherwise shown or specified all materials shall be installed in accordance ' plan for door widths. Door to be prefinished natural finish. Prehung doors and 1104 APPLIANCES with manufacturer's specifications and reconnendations . CE All appliances includins range, refrigerator , garbage disposal , washer r1_ Lumber species and grades to be as follows: See Sheet No. 1 General Notes. trim - optional . and dryer, ' insta-hot' to be purchased by Owner and installed under this contract. 3 } H `� ill Q Er . Each contractor/subcontractor shall verify all dimensions , clearances, supports, or � 808 HARDWARE Furnish all items of hardware required for completionV •-�-7 y a 601 FRAMING q and proper Install Owner purchased lass lined 50gal . (� code requirements which pertain to this area of work . Notify Architect of any dis- - - Aeration o work. Deliver all finish hardware to job site in original containers equal . y quick-recovery hot water heater. Republic or 1 \- iiij crepancies before beginning work. properly marked for installation. • Stud walls to be 2 x 4"s at lb" o.c. or as noted. At all window and door openings i ail {, select best/truest lumter for use at all corners . r 1200 _[_ _MB_I_ii_G All water service plumbing lines within unit to be copper. � � Z. Z N Contractor shall be responsible for coordination of the work of all trades . All hardware to comely with applicable fire and building codes. Schlage "A" series .J Er All joists or beams framinginto (not bearing on) beams, headers, or girders shall i 26d or equal . 1201 SANITARY SEWER LINES To he cast iron within 5'-O" from building P.V.C. elsewhere —Satel A W J 108 CLEAN UP Minimum slo•re 1 r f be supported with "U" type "Simpson" or equal joist or beam hangers . / pe foot. Use 6" line with connections made to City of Tigard, City 0 + Submit complete hardware schedule, prepared by experienced hardware consultant list- Standards . , �] • Contractor shall not let construction debris accumulate on the project. Store debris Cross bridge at N' -0" o.c. for soli sawn joist conditions (C x 12 or larger) . ing all hardware and keying to be used. Hardware to be guaranteed for a period of in a safe manner and remove accumulations promptly. one year. 1202 SEWER CONNECTION For connection to existing sewer, bore hole in existing sewer vI p a Double up joists under all walls which manhole. Use care to prevent damage to manhole. ' At the completion of the project all of the following must be completed: parallel joists. Provide two keys 2 y per lockset and three master keys for each project. All windows and door openings to be absolutely1?_03 S <"� F Cleanpainted, plumb and square at all sides. 900 F:,VISHES Inspect all sur;'aces to receive finish, reporting unsatisfactoryd203 TORM DRAINS For storm drains use 4'' P.V.C . for rain drains , 9" P.V.C. for area " U N decorated and stained work. • No exceptions . p g at parking lot. Run lines to greenwa ' area. Damp mop all floors and resilient floor coverings , waxing and polishing not required. - - Connect all downspouts to rain conditions to the Architect and Contractor . Do no work until such conditions are drains. w in Z m Clean and polish hardware, remove stains , label , dust, paint, etc. 602 SHEATHING remedied. Starting of work shall indicate acceptance of surfaces. Clean all fixtures and equipment in contract area. "- 1204 WATER HEATER PAN Provide [iSQ Remove temporary protection and all construction debris from job site. ......1 Plywood to be standard , 901 GYPSUM DRYWALL Install gauge water heater pan and copper drair, to outside . ,„ter, �, (� Clean and polish all glass . Y grade with exterior glue. Minima plywood nialing 8d cpm. _____.._ gypsum board of type and thickness shown on drawings -` at 6" o.c . at edge and 12" o.c. intermediate bearing. plywood I .D. index for floors including cover �eaas, metal trim and taping as required. Architectural inspection 1205 SHUT-OFF VALVES Provide shut-off exposed exterior and interior surfaces shall be clean of all marks and ut off valves at all fixtures including outside hose finger- and roof 32/16 or as otherwise .,oted. Install roof sheathing with face grain per- of nailing and taping required. lb 11 -- prints and left free from dirt, stains, soiling and defacement of any kind. -� - "- All paint mars are to be touched up. pendicular to supports . Stagger joints. 902 RESILIENT FLOORING - SHEET VINYL Provide and instar ' sheet vinyl where shown 1206 BATH AND KITCHEN FIXTURES Moen chrome fixtures . Shower tub - 3189 hloentrol All carpets to be vacuumed. 603 SIDING Horizontal Jamestown beaded sidingto be 8" .024 !kid - � - --- - gauge aluminum by on drawings . Sheet vinyl to be selected by Owner. All bathroom and kitchen areas series,lavatories - -, s1 nk - 7516. Reynoids A luminum Co. or equal . Finish color: Classic Cream, Nailing per sheet vinyl to be installed over plywood subfloor. No chipboard. 200 EXCAVATION AND FILL_ manufactures instruction, . Use cut backer boards at final two courses of aluminum 1207 FIXTURES Kitchen sink - Excalibur model 3319, stainless steel . 201 SCOPE j at base. 903 CARPET To be selected by Owner. Allow $15.00/�, ,w, for carnet, pad and ' • - f installation. Tub: American Standard 5' -0" ' Hyline' enameled White cast iron 02297. illjs Provide all excavation, fillip rough radia Roof Trusses : Roof trusses to be factory engineered and built. 9 g grading, drainage and related items necessary Roof trusses to he engineered and built under supervision of a licensed engineer. 904 PAI��TING All surfaces to be painted to be in , to complete the work. The intent of the Drawings and details is to show the intent 9 -- — proper condition to insure Toilets: American Standard White Cadet toilet tt2120. of work and maythe not cover each instance or detail which is required for the completed I Layout and fabrication is the responsibility of the roofing manufacturer, adhesion and proper functioning of the coating. Submit samples for all finisriPs for �„ ILLIT ► W =OMB (111 Q t color and texture. • Sinks : 'Horizon' 19" White. Self-rimming lay. i''"'" UoUlUt4t .,esproject. 604 NAILING 202 EXCAVATION �r _- No exterior painting or staining to occur during threatening or inclement weather. 1208 BATHROOM ACCESSORIES Towel Bars, one 24" , one lf," . One paper holder, one �", w Framing: All nailing shall comply with IJBC table 25-P, nailing schedule. P robe Areas inprocess of beinghook, hT1 by 1101•mack - -to be chrome faced. Z W W 1'" ; L, Protect trees and adjacent property during excavation. painted to be clean and free from dust, dirt and rubble . i •: