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I (2 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, OE 6Z 9Z LZ 92 SZ 02 EZ ZZ 12 0? 61 el LI 91 SI bl EI 7,1 1 01 6 9 / 9 S b E e r ,�ulnnlnulnnluul�nllnulnullnlllnlinnl1u11n1llunlnuln�llunlrlii1in111nIInnI11�1uIllnulu�Ilnnlunlunln11111u1lltrlurllunlurrlunllllllllUllll>IIIIIIIIIIIIIIIIIUII�II11IrIllllllWllllWl'�1111I1lllllli:�.I1llIlIl1�I111I1lIIIlIIIUl1��L!�1iIIIlIIIIIIIIUIII►1 JUN1 19 E 9 Q ' C►�W C,E DEQ, � +" li '� >Lr if` N '` .• •-_ • � - '--� �'- l y •x. ` D I V I�,I ON 07f CONCRETE TI DIVISION 14 FLA : 4�, � - - - - _ • � � � _INTERIOR DOORS A �"- ? Change orders, as required, will be lnil4*tad by the Design Department of �L Tublatirr Development Co. Section A - On Grade Slates , IlMslacwyrys , Patios , and Decks Section A - Interior Doors �'�,` "� d' • ' Chane orders shall be used as the cowl*#* weans to alter work specified in 1 ) Provide all cone ate fldtwork for on-grade slab flooring , walkways , , . D p I ) Provide all interior doors as snown of type , site and Swing per drawings " $ x GENERAL COND'TIONS tke construction dcx%urnents due to err eet amIsslons material shortages, patios , exterior deck �ping, steps , entry stoops , and other exterior g o and specified herein , complete in place , tested, with all operating 't_ � n substitutions, etc. on-grade slabs per plam, hardware. Y C ' 2) All on-• rade slab fl � � ► t,�. • ' Pv The Estimating and Rurchos (ng Dupart of Tualatin Development Co. , Inc. 9 ealh�sei ,., , 1 be poured eiel or .1 true with respect Passage Doors Hollow core flush with ��+✓'' REVIEW AND ACCEPTANCE OF SITE PVNS-.-ANO S1PEC ICATIONS will be responsible to vor (ftt the fh order request for cost or credit + to the spacl fled graft peter plan . �{ B►rch Veneer - -' ! with the subtontractdr, ,'► , '� Bi -Feld Closet Laundry, 3) All on-grade slab fl�a� kll ! be vble steel trowleld ,: nd free from l a 1 ) It will be the understanding of the Owner, Tualatin Oeva(opaeent r ti Linen , Entry b Walk In that the subcontractor has complotly reviewed and has accepted all con- The Construction Do trnent of Tualatlee w0lopsent will be responsible for bump's or hollows . , Closet Doors 1/2 louvered `t Issuance of tiles order to tie eft �+d subrontraetors wood structlon documents (pians, specifications, scope of. work, etc. ) and the ' 4) All concrete tbhall bar r preralxed or transit mixed with a corn- Pocket Doors Hoilow core flush with proposed project site at the time � bpd submittal , �- - -•`'- - r - -•--•�' � - •--- - •- ... •- rssslve strength of • P 9 p.s. l . at 28 days. Birch Veneer AVAILABILITY OF SPEC If +ED IT_ E�Ma This subcontractor shat 6o responsible for proper staging and placement Unit Entry • of all bolts , conrectaw,, arnchors and other related HEy Doors Hardware. Sub- 1 -3/4 solid core flush with Subcontractor will verify prior to bi'4/Iny that all Specified Items will be contractor will protect concrete from premature drying, vandals, birch Veneer (1 hr rated with available in time for installation durl ey orderly and timely progress of work. rbminute freezing, and harmful 4149 tts of weather. jambs) install with DESIGN, �si�ilTi ii-S -� self closing hinges , unless In the event specif led Items wi 11 not be sire avalls5le, the subcontractor will T� '- ""�'"" s otherwipse noted on plan . F_U44_ 1 i) Concrete shall be mac. lir vibrated s►rfficient.ly during pour to notify the Design Department of Tualatin elopw>ent , . ,r�1f, .i prior to bid -� •assure a Consistent �s mixture throughout . 2) Doors and frames to be prefinished t.a matchfin interior mill rk � submission, DIVISION O1 ; OMIT wo used ' r � thr;zughout pr i jest . i •1111 costs of delays because of non-avellabilitV�f specified items when such 7) Exterior steps shill be iructe+d with a rrell�lr+etsrrl ir_�= tread width and delays could have been avoided by the subcontracildF, will be back. charged as DIVISION 02: CONSTRUCTION DOCUMiCNTS a mwxirreurrr 6}' riser hhe3) Provide all door hardware as specified in Division 38 , Section B, herein . necessary without any additional cost to the owner. t '.. ,,,,._ -�` �" "+-' T• ' `'' 4) Subcontractor to supply complete color and finish samples for selection to ''t \ Section A - C1vil Ere9lnesrin4 i Site IopReant 8) Ramis will not exceer a rrstim^ slope ratio •f 1 : 15. � the Design Department of Tualatin Development Co. , Inc . for approval prior w �gSTITUTlONS OF SPEC IFIEG MA1ERlALS ` - to production. 1 ) Plans and Specifications by: t�' L,1-11�� :�<>1� ,)Z,i�(� EJ,Y 9) AI 1 exterior patio, awed walkway surfasaw to be exposed aggregate with Proposals for substitutions of materiels , equipments, rand methods will be epoxy coat surface finisk, considered only when such proposals are accompanied by full technical data �.hl�?_ I�j - 1�;,�D ,D -� �I� 1 ..r.....,,,. _�.-..o.,.,.......M-„ , ...,�� D VISION 15: GUTTER AND VENTILATION and other information required to eval ,;ate the proposal , �`,�X>C�1/, �7 If � • !(�1�74 ��,1•.�, ( �1K� I-C�P..F�ST' -,l�G, DIVISION 08: OMIT � --' - 7 r 1 I L1 I.s+, --n '�I-f r I A'-„ (,•,�K.,��-- nJ�) � r��..C���1 `f'i'T���•- S [ i ori A - Gutters and Downspouts • Proposals u- substitutions wi1i be submitted to the Design Department of 1����, />U_600N + ' Tualatin Developntnt •I � ���3; (��bj =�,c} r� � �i5-6-4) 6035' > _I� DIVISION 09�FRMdIK MATERIAL li ) Provide all gutters and downspouts shown on the drawings and specified Do not substitute materials a ui Hent or methods cified unless such • ( i herein , complete in place , tested and operating. q Pr ► Sect ion A - Framing Material substitution hes been approved. i 2) All gutter and downspout materials to be 26 gauge galvanized sheetmetal . Stiction B Architectural Plans t %*I ficatIons 1) All Iumber Is to be well seasoned, air on kiln Ir led of uniform nx,iiture s CONFLICTS BET'aEEN CONSTRUCTION DOCUMENTS concent , free of dryrot , twists or splits andslsrsd per plan . Gutters to be 5" 'K' style facia type mounting directly to end of truss tall &. 1 ) Plans prepared by: '; AS FIS. Should any conflicts occur In or between construction documents, the order L -I- c ! - r 2) x4 ' -rU Ta13E 't�`r`�',,�'`Q� r= ��'>~(�- C�p���. - r'�' :r / . AI,: - �GING� 4) All materials to be primed and ready for paint . -� 0� of precedence hall be as follows: Department of Planning L Des�ee I-r►�1:1Cs%� -r{ }� �7f'.1DIS F� Zr. G.O/�� G��l�l�l�Z FIS • �l_!.. C �1t i ' `� prreen t Co. , r # I c-<�4>T' t�U i t-A y Fi K'- `._ -. _. 5) Downs '� C) Tualatin Development � �"� r "• "' pouts to be connected directly to storm drain system. 1 ) General Conditions 15300 S.W. 116th Avenue I 3) Pressure treat all sills plates , sleepers g nailin bl d ends of studs f' n oto r•asst. 2) Specifications Tigard, Oregon 97223 and posts in permanent contact with concrete. 6) Downspouts to be installed , per plan , located on corner board or 6" from 3) Scope of Work corner in areas without corner boards. - 4) Large Scale Drawings (Details) (503) 639-3101 ♦) All ivwrber delivered to project site to be stared 6" above ground and pro- 5) Small Scale Drawings 7) Down -)uts to be always installed plumb without offset . _) y tested from weather-. 6) Frcject Field Superintendent0 Section C - Landscape and Irrigation 5) Roof and wall sheathing to be f" 4 ply D.F. C-D grade exterior glue plywood. s Section B - Ventilation •Qic In any case, notify the Design Department of Tualatin Development Co. , inc. �(t immediately for their consideration upon finding conflict and prior to 1) Plans and Specifications by' R 1' �) l ! .:met upper level to be 3�811PI-Y00OV �'U(3�"Zcb(T_ tl�l(��i appliances , proceeding With work. � r/ II j 1 �• * S ) Vent 311 a lienees , directly to exterior , per plan., providing any required . r ' �>l- J54> 14. 1-1'1•••, 1 , 1 I-1 UI-�T0ii I (v"T G©t P—i TV ��V>1� . I damper systems per code. • David Zimmerman, Landscape Oesigisse 1 ` 2) Units to be vented• - - Terra-Sol i..andscaping , Ltd. e to roof vertically through interior wall framing and G Tualatin Ore n__ 7) Provide }" D.F. C-C grade plugged and sanded exterior glue plywood at all installed tight into roof �_.�_��____ _ -_... g jacks���. B�Tw��tJ F[_we -----• •-•-•--•- f4fl:fl SUP. RiNTENDENT - --•�- - -- -- roof and deck overhang exposures. • ! Tualatin Development r -"I`-' WwiII have at the project site, from stat (503) 538-3017 to 3) All vents to be properly flashed and caulked to prevent weather infiltration. I finish of construction, a responsible superintendent acting as an Authorized 8) Provide all fireblacking as required per Cp4. Agent of Tualatin Development Co. , Inc. The superintendent shall be on duty -L r 4) All venting mate- i�l to be aJvanized sheet metal . Ex o _ ) �MP�•,aJ ► Ailf3r Z-1 -•t-i� v,E ICAJ CAME ,o� t�a,1t.S• 9 posed surfaces to be +- during all working hours. Any instructions or notices given by him shall Section D - Shop Drawings , Product Data , and SNrples painted to match material directly adjacent . have the same. importance as if given by the owner of the- project , Tualatin DIVISION lOr TRUSSES Developn►ent Co. , Inc. the project field superintendent shall be responsible 11 Shop Drawings shall be prepared and s ub tted by subcontractors 4'0 I 5) Vent a►tic area per code with vent blocks at eaves and gable end vents per 0 ' 'Ot? for general on-site supervision, scheduling, field work authorizations, and specifically, but not necessarily limits to, the areas of work Section A - Trusses plan /oL c0u•Tlsw-,05 z,pCve &j-r45 1 approval of work prior to payment of the subcontractor, ltstr_A. N0% � 1 1 ) Provide all roof trusses complete and in place, located and sized per plan. I l • cl sPSUB_CONTRAC70R5Electrical Trusses 2) Trusses to be constructed with pitch per• plans. '> All subcontractors must meet prior approval of Tualatin Development Cabinets -_ , Subcontractors are expected to be accomplished craftLmen of their trade witn Plumbingr.► 3) Trusses to bear directly to tap Flate of exterior walls per plan. Toe DIVISION 16: �OOFING � � G t� (if required by perrsl�, nail with 16d nails at each end and tie to to I� a reputation of being able to correplete work within their specified area to p plate with metal hurricane � � , the highest quality of their respective trade. Subcontractors will supply 2) Shop Drawings, Product Data , and Samples wil ; be submit,eer by the clips. Section A - Fiberglass Roofing �"� � Cna. CL to Tualatin Development upon request references, representive work, securities, subcontractor with reasonable promptness and in such sequence as �) Truss supplier to submit Oetalled shop draws , " �,/..� 6. v and/or bonds as required. Tualatin Development .�1 �P ilkreserves the right _ _ to cause no delay in the subcontracted die, work of the owner , p ngs and truss layout approved 1 ) Roofing to he 225 lb. /-. �r N to reject any subcontractor upon failure to satisfy requirement necessary to or wdr`k of-IMmTtrer �; a by a registered engineer ?o ties Design Deportment of Tualatin Development or equal . s W Prove their ability to perform work specified. Co. Inc. for approval to �O f �� ?Y 4�Fl�t S T'D �.-���U ►.�FJ � 25 P..r5+T0 AU ! Ap F� DKAN SulLD!t4�P �3) The subcontractor shall submit Shop Draw0ings , Product Data, and 'row 'o � EU t _ -- +•� FUr M ��,� L44v VA�(Ir�vFenr-t - � •� MATERIAL PROTECTION Samples to: r� �F � rT �-4A.rlti STeL)LT-LIrZr— T-e ZS {� -r zD' ocr-F. � W1 DIVISION 11: c IIN LABOR ' �_ v - —� 2) The shin The subcontractor will be totally responsible fort storage and protection of Tualatin Development Com,�any , lilts. shingles are to be delivered to project site in manufacturer 's original r� � all materials and equipment relbted to their 53 Section A - Framing Labor f unbroken package and shall bear Underwriters laboratory , Inc . Class 'A' label . part7cular division of work. 1 00 S.W. 116th Avenue ---, No credit or compensation will be allowed by Tualatin Development Tigard, Oregon 97223 � for reasons of theft or damage due to vandalism or weather to materials or 1 ) Erect interior and exterior wails so as they are plwrrki, straight , free of 3) All Shingles mutt be applied in strict accordance with manufacturer ' s latest • equipment left unprotected. The subcontractor will be responsible for pro- i Attention: Vlad Voytilta deviation to plan, and sgmre within a tolerance of 1/8" in any dimension. printed specification by an authorized Certainteed installer . taction of materials and work performed by other tradFs, ► _ 2) Framer to allow a 141" ure0bstructed clearance between studs for 4) Roofing to qualify for protection under manufacturer ` s 20 year warranty for Q 4) By submitting Shop Drawings , Product Data, and Samples , the sub- installation of optional medicine cabinet at each bathroom wall adjacent th;s product . to vanity mirror . OWNER SUPPLIED PROVISIONS contractor represents that he has determined and verified all � materials , field measurements , and field construction criteria S) -Subcontractor to supply to Tualatin Development Co. , Inc� . manufact,urer 's Tualatin Development o 'r1�ar- / will be responsible for and maintain the related thereto, or will do so prior to the start of work, and that ' "ritten warrant u on com letion and proper operational function of the fol-lowing: he has checked and coordinated the information contained within such i I + Y P P prior to payment . DIVISION 12: WINDOWS - J submittals with the requirements of the work and the Construction -' `— " 6) artn�r_to bel�lv�rAt1Dbrown per manufacturer 's standard color selection. 1 ) Temporary toilet facility ( Documents. - Section A - Sliding Windows , Fixed Windows, Patio Doors Temporary water supply for construction purposes. � 3) Temporary light and power I • . , • 4) Temporary heat , as and if required DIVISION 03: PERMITSAND FEES 1 ) Ali sllding windows , fixer' windows , and patio door's to be aluminum frame as DIVISION SION 11: SIDING MATERIAL 5) Job office with telephone and space for storage of all �" _____ • manufactured by Mllgard Manufacturing , Inc . , or equal , per the following construction documents. schedule and sized per plan. Section Siding i Section A Building Permit - It will be the subcontractors responsibility to provide any and all necessary II 1 ) It will be the res ,,nslbilit of Tualatin Ossvtlo Sliding Windows 1100 Series 1 ) 11 exterior siding to be /,' x 8'�r,fl ��cedar bevel siding. ! Pr Y pment Co. , Inc. to Fixed Frame 7taU Series equipment , tools, materiels, skilled labor, etc. required to perform and obtain and pay for ell required permits and governmental fees, unless ' Patio Door-3 satisfactorily complete all work relative to their particular division of otherwise provided in the contract doceatl�uts. 450 Series i 2; JidDng to be pre-stained prior to installation. work specified in the construction documents for this project . r I 1 2) All windows to be double insulated. 3) Sliding color to be Olympic #917 semi -transparent . I DIVISION 04-05: OMIT MEASUREMENTS --'~ 3) All windows to be "Durabronze'• finish per Midgard Xwufactur Ing, Inc . ; specifications. SectionB - Cedar Trim ..c,. - Before ordering any material or perform any act of wr,rl( specified in the construction documents, all subcontractors will verify and approve all field IIVISION Ob: CONCRETE rOUNGAT1 ) Povide SIS2E grade or better Western Red Cedar siding and placed per ION lmeasurements relative to their division of work for this prp�an.oject . — - i Section A - Structural Concrete 2) Ttirn to be painted P _Y Gl�i'. JrJ • It is the sole rosporsibility of the subcontractor to notify the project i 4 ' field superintendent of any deviation found between drawings and actual • 1) Provide all concrete foundation ells, fwttngs , and piers reinforced - )) Provide tempered glass as required per code, . field conditions prior to execution of work, and sized per plan. All Concrete will be constructed. so as to riot � -_ II A P PA o Eo exceed dimensional tolerance of N/- 1/8" In an measurement and _1CT:Y?iZ�j {,�,,�M 1/ It shall be the assumption of Tualatin Development C_­OPA`l / that the Y poured / ! r t.�ri )1,�� level and true so as not to exc4W a tolerance of +/- 1/8" with respect DIVISION 13: EXTEM OR DOORS I 1 subcontractor approves field conditions upon the commencement of work. to the Spec ified ,lia e. I DIVISION 18: _OMIT TuaIat In Development I/ w 11 not al low any extra charge or compensa- Section A - Metal Entrance Doors .....+ �.. �r 2) Al ) concrete forms will be clears iesll , prepared and supported. !.,, rr.te DIVISION 19: GARAGE DOORS tiros on account of differences between dimensions indicated on drawings and shall be sufficiently mechanically vibrated during pour to assure a cern- 1 ) All conmon foyer entrance doors to !e *#208 I actual field conditions without authorizatio.t prior to start of work. sistant homogenous mixture thiou ut . � 0 -- g� Therms-Tru as manufactured by Lake Blease& industries of Toledo, U►rlo, in 1 ) Provide 9'0" x 7'O" 1/4 sectional overhead Roughtex woodgrain flush panel accordance with manufacturers latest written s NI P pecifltatlons and sized per g,irage door as, manufactured by Crawford Door Com an 3) All concrete used shall be either premixed or transit mixed ih a I Ian. P Y ,.-Ii�SotJv,ii&.. Oregon , or equal . R compressive strength of. at 28 days. 1 , 4 1 2) Entrance doors to be equipped with inswir►Q style fill with threshold and 2) Doers to be installe�'with torrisior hardware. 4) The subcontractor shall be responsible for propEr starling and placement 1 combetely weatherstripped. ' of all bolts , connectors , anchors ,dand other related Aardwas-e. Sub- , 3) Exterior of doors to be painted , interior of doors to receike one coat of contractor will protect all concrete from premature hying, vandals, wood sealer . freezing and harmful effects of weather. - { - I 4 Exterior of doors to be �- .. ) Painted � _ �', ,rl ,•l 4 1 11 r I DIVISION 20: OMIT y — 2 3 � .. '�11 111 Iii .III III III ilei Ile III III III III III III III III III III III III III III III III Ili III i ! I III III III III III III Ilillll III III III ill III 111 III I ;1 SII ill 111 III Ili � � i i I I i l I 1 I I 1 I I II I I � I I I I I I I NOTE, IF THIS MICROFILMED J 1 9 10 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE To THE QUALITY OF THE ORIGINAL DRAWING. _ QE 62 8Z LZ 9? 57 bZ F:Z Z?. 17, 0Z 61 HI LI 91 51 bl EI (7I II 01 6 11 L 214l Kit ,r11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIlIII11�IIIlII!iIIIIIIiIIIIIIII'IIIIIIIIIIIIl11IiIIlIIIIIIII�IIIIIIIIIIIIIIII�IIIIIIIIIII�'IIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlI11I1�1111I11ilIl.illI11111i1I1.,.�1llIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIiIIIIIIIIIuIIIIIIIIIIIIIIIIIIIiiI V UNE 1 1990 � n- _� - ..._.. .. ._. ._. .. _. .. �+. .. ,. __.-.... ,�,... « .. ... ,g� .. ....+sols.-..-•+-+.M.-•V ..-�.r-.-.r-r � ... :.-�. w v•-.w f► "� � ..--- i. _, ,•_ _. ..,,,,�... � .�..wr•'. ;T . _.ala. .....t.... r •'7�•'wt_ •• r -�,.r,y .�- ' + 1 S ON z M 1 RROR >t MM011ARt: �tt / - halt ilNsulatieil d0y I S I Otl 21 i Y I R 1116 z �C, �'�'`•.,� Section A - Electrical Wiring • 1p Provide 411 batt type Insulation with Krait Iwrskin�g as Sbotm oil drooatai}t � ~ ' 3a1ct14wl A . Mirrors ,MIr s pet:l d t er ht-i re I n. t 10 !�r>r t41dt 1ear�1 041 n P 1 r►f e. 1 I) Provide electrical system as shown on drawings and specified heroin "' "' , N p complete In place, tested, and operating, ins{udfrlq bili not necessarily r .� 3) All lnswiiatlen so 4�1y with Suttle Code 144ullroments fief' a,y Itcatlew ,.� ., '!� i )*,t gas be AswsrIt 11tIr(Ns or-aswal. P 1) 31J'ii Moet gloss mirror free of defects. c� �; 1 � g ,� a - 09 limiter to ell service, breaker panels, meter base, outlets, switches, sApan a* drawlags. . � e to be Polished. I l tiht s, bulbs, and w l r l llq requl red, per Stats and !crca l codes. 1 ` �� »i'1:r)r�rs few bye M�t� t��� 11 's+s endtf�d tltslett tensa. ,1t�. �MMr lashed. ��`•'� �y 4, v ' - ' l) All l Lour lean wall los be 1-mmId taid M±th 21114 Is1w(Iisrl rwol Rti. ., - v Q'� `- Site OW locetlon per plan. s j v tele e. K I'When aesd ° - ,� co�s_hs Sam i-D 1 os 6 enawo i . 2} 12S A,lil'' otter bass, 125 AMP panel and 125 Aim ser Ice ( Sv2►-�4� n31' •_ .. >ti • '•"�?�� h��, �orJ�gN11fJil�r',i L)r�!-� 1ta.1s�1t' ��>`' C-rk12-/�(x�. 11) All artt+rrlor wse! 1 4:aw1+j ,'oto be InlUilt 19 Fiberglas baits. 3) Furwlsh and Install a1� bathroom vent/1lght/haat units as required. ' 4) At I otlw' OWN f lol� 'Iheso #"" 1 • ><e{- t twt 0 rdtniere Nutone M420 or equa 1 . S1 �;^�• Barr lora to f1A p1sllo+>id E11Nwlrt i�aatad s l M of hos 1 i . . 1i�t 1� , � Extlor for li'rwlsst ls!r# ) Docs trot alwsrre t•., � kw i haat Gree larf. M 6) Supply awoke detectors, located par plan. 6) 1ir411 Flbe las sill gill w iel all c,A11men ollalt and eutertor wall sole plates r r at for/n lle�n Wall . 1) ht�'1I 0 t1111fts 616 be Stained with o l w*is smell-t rawsperan c stain 1t) W►i t entry doors to be keyed w/two keys pet un I t . S) Wire and connate all appliances. per plan. ° • i' yetim to be otaia� with Olympic, heavy body stain � t r foyer entrance, doors to be sq yipped with lock sot. All Coiwlu x(r foyer r 7) :ormmon f!sr.'>►r'/cal l 11q ra ss"41es hotlststs/1 sive 1 t s to bo»insula ted with ;i}►t '� 3) Cai.anw+ tie f�r a 1 acro i bll►it t s bedwear, f loolP 1 s t s I A a can t i Itanbu s mwr►e r era a s to �'4L . ...,�,,,,y, _ z._ _ - ' I __. _#&» . ._ tock sets c o be keyed a 1 t ke. 6) provide 220 v. circuit for clothes dryer and 220 v. �arsp. circuit for � 2) i;id1 M pe*�ippaai st�ilus4l prior to igeLallatfer. ' r - best pump, located a t ed per plan.an. 1- ^t Oil i cant *too V0 4 416 for soww trilisllltl a t tAWICS � q y � t► 4) provide rand master key ackassable to all COcollwlon f rs anal all ra�nlis. ti yrs horrw to M plated latchingcolor. Deliver to prof _t superintendent, ' 7) tight fixtures as listed In Dirisfon 36 herein. 1) Provide It•-)0 Ffiilwrglas hartt !as-wlstiaa► 114 all ulte.d r.. rii ID 's» tib► ' a z dolbUy 00 lily plr M4etetd 'the trio co leer . S) Mr roia re at each Ise t h to be d) All ligh switches to be mounted 36" above ftoIsh floorCx .l_�T- �S PEe rpt Ar 7eetlarn C tiriwoo-l" 6et� 1la Ittr�tlrlatiofl � "1► F K�- c a v►.1 r1E•Izs A ISD o Y c-IZ.. �l,�t-N I-rl E S •� All 1 swept a counters dnd vanities to be mounted 12" above finish Poor. I 1) Provide sit bitvw-la sa{ttioef to"Istlea hw raved per plan. tloo C �' d�ll1 towel"$ i 30" chrome towel !ear - surface mount !) outlets ,, M t ,. . ` Chrome roll toilet t!esus holder •- recessed Iw�o�ent t 10) IkIt7fAL111 ') Gili I!�l� � �rXifl. �1pIZ 1 ��-''-++"w'"tt'�T 2) iesviatIon to be 010Al't" FX4or;lob lilt Cot16lo•ss sea/ shirt# have a nriwlw� � 1) lath +IAr'11 ggl�t,t� to Gw4 s�taa�6ad by �archat�r saw inmtAi led by sub-santrectrrr. e -r E�lvr, �ry Proteer'!b 411, bi hromm 1M41s for wsl 1 cower I 1 � PresSmre fit shower rod (et all tub/shaNr enc 1 cascaras) -.._.I1) Pre-wire for para" door ,�Ar in each garage. 1 value set r; 1oi veld ! 4r1«i*w6e d�et11 of '. ,, • Pr res 3) All ins"llatson to comply with S"V4► Coot �fr•eawots for boolf-e;ettae R,i ata! peso b.4 Hell. awerod 1n 6616th. $election to be 1 - Obscure glass show(sr door (at all shower stalls) -~ Seat ion / Telephone awl '��,,�, :' '' ,. �. shown on planer . - .� -. 'Yi.�.••:3 Cds C owe r option bath ha r dwe r•: 1) Provide 3 telephone prewires per unit complete and operablo located per plan. t i ty) Proviao "ffles at savoll to prevent ®iepor'sel ,,f Insulate, f Tub/;bower eretlOsure shower doors w/thrones from Section C - Television Prowlre _. •• •-.. .. - . • ,. .°_, •_T • ?IOM F►N +irsJ i c i n e Cabinet ' Section D - Mrststure Protection » . 1) Provide 1 television prewire per unit compNte and operable, located per plan. + tion N - Nlfl Prrasa�re 1.+sae1 �Ntlt �s •- •- • 1) Provide ` '-- �• rLoll >7:oOl�t1�1(� 1 plc va •, � ' fi) Provide self closing spring hinges •t each unit entry. . building located in the attic area. r p Por barrier oader all Inter t 1) Provide high pressure Ionia tl4s; t:•ounterte�ps at all kitchen ccxlntsrs end 2) Provide 1 contral television antenna per bu g concrete slabs on *rods vsnity tops, pair pIan. VIIsm Arl1`awd Kavemwr are acceptable manufacturers �► s' \ � , r Each television prewire to be wired directly to this antenna. �� k •` * � (io:r►IGa brand laa�tstato will mot be accepted). 1 V 1 S I ON �: CARPET 2) Lap vapor barrier edges a minimum of 1 d for future T.V. cable to each unit . ' 3) Provision shall be made t ' , Section A - Stairway Foyer Carpet -- Sectltrrt E - Water Proofing % ! 2 Colors telt be smisetts0 from pnwfac:•tersr s stenM,rd selections. 1 Door hies 1 ) 17r,- /(Li 0OIgA.�. vVT ►j i_ r I- '.'rir�1. �D '�. ->�-CE3Ae.� L� L. Section D Doo C 3) n o f u 1 l deck ooms will be all owed. YrArrY W1 T�►L• �`�tC I-A '� a . 1) Provide through coat of sprayed emulsifl asphaltic compound to the eirtdrl 1) Provide 1 door chime and push button per unit . 2) Carpet to be installed over 40 oz. Nell-Jute combination pad. side or all foundation walls adjacent to earth backfill . �y) All cU•xitertops tnl�i�.p�Cedgins. .- ��•• 2) Locate chime box and transformer per plan. 2) Allow to dry completely prior to backfill„ tion S - Tile W►eknplAshes Section S Unit Carpet 3) Chime to be Nutone /Lt-14, or equal . t 1) Provide glazted 3" sure tdtemlc tils^at awli backspsashes In kitchen and bath. � 1) � Provide equal time series carpet wa+►afactured by Evansltilack. 1 DIVISION 21: HEATING AND A f R CO_WD I_T iOil I gfw 4) Push button to be Nutone PB-BL , lighted with nameplate , or equal . - Y _ 3) Tile to be Maple Pettsrn Series manufactured by Holly Gilbert Company, or equal . 2) Color to be selected from manufacturer's standard selections. Section A - EIectrIc LL �r,,A—f "" 5) Locate pushbuttons entrance door per plan. at 3) ; Carpet to be installed over 5/8" rebond pad , United Foam or equal . ' 1 ) Provide electric 3) Colors to be selected from r4sanufactilra:r 's standard selection. I - j �la �� heelers in each bedroom complete, in plass. �• � »--�C,`rION (� MIfJI Lel-tND`7 tested, and operable. t 4) Tile to extend up wall to microwave oven at range• DIVISION 40: LANDSCAPING, FENCINGa DECK RAILING 2) Electric 1,JALl, heaters to be ,_�,(.� i'- . ,(-r_� ,�� • ,0oction C - vinyl Flooring trod Base � Section A - Landscaping Section E - Security System remote thermostatic control mounte(a on wall . • t 1) All vinyl flooring to be Armstrong Sundial or equal . Pattern and color to be Refer to plans and specifications prepared by others. 1) - 3} [)nits to be sexed by supplier and location verified Frith Design Department,, .,, selected from manufacturers standard selection. Tualatin Development Coa�l>>�,1��at the time of bid submission, ' Section B - Faesncing Z Section fi! - Heat Pump • r 1 2) lose to be 6" rubber type of complementry color with vinyl . iS of Security Systems shall submit proposals outlining type of len. ` ~ 2) Manufacturers y y P Po Y J 1 ) Provide fencing for privacy screen, trash can enclosures , etc. , per p • PM system, performance , etc. directly to the Desigh Department , Tualatin 1 ) Provide through the wall Zoneline !V heat pump as manufactured by Go"eral - " 0 M Development Co. for review and selection. EI Ic Cewge�. 1✓hvE�$�-� � 7�,?7�,� - y.� r��L # �Ai� rG7-I� p4e 2) Fess to bo c0nstrwctod of siding• Applied to frameMeork of 2x3 rails and U .r. -� FZA�►7'7At 14.4L.,I�G,h`�1kAFI`�A+ gz)ot- GArglt4(E,T•4 � 4x3 pressure tr4wetad D.F . posts. � �V) 2) Units' to be located per plan In rough fratdfng open provided, r 3) Pests to be plats•: wfnimues )0" belt>r+ grade end supported by concrete. ;4 DIVISION 22: PLUMBING h - . ...„ .�. _. _-. _,. •_� ,.___ ..._-- ,. .. _ N • ' _ j� Provide all plumbing systems as shown on plans and specified herein , complete PyisinN 28: GYPSLAM DRYWALL Section C - Deck Rai l ing -. � C 0 1) v P 9 Y _ in place, tested and operating , per state and Local codes. ' yl ( sQ 0� 1 ) All um wallboard to be of t ^' -_._ Provide deck railing per plan. � � �} •2) Supply fixtures per schedule: herein type and thickness per plans and spefifi4=d r t • r{ , T ! r-G �I� ��Qlrtl ��C� " _r,0P O r•• ` CL l< 2) Mf✓-�f Lam' : .At _, 4) AP, p -,i �hJ l� 1..7"! !�•,;-' f_,f' -1rs`i t''� Rl"X 19/1(A ,4C.EJ "J O (� k9GaIIon "--.,A 2) X11 ceilings to be machine brocade finish except at bathrooms and kitchen. ,, ! 1i �-{-1-z ; �,p ,�-,PA� !�L i� Ij D - �111��I5 Bl� Mt�Ut=. W 6 Water Heater State 9_V-4d-dK-1`6r equal . 3) All wa1Is to iza� , _.. ._.__ _ ._,_._ -f fGW FIXTURES sprelr-�extared txC>spr'3t-T33t'hr�om5 an sta I Tway foyer. - Kitchen Sink - - 21"x24" stainless steel sink CJ _ j 3) Deck railing to be stained to match building trim. W � ' Section A - quretrasmr Option Fixtures � co) 20 Gage Elkay NCR 2522-3• 4) Prepare bathroom and stairway foyer walls for welicover . Section D - Mail Box Stand • ' 1) Purchaser to select fixtures for dining room and entry with allowance from �j,: 0 Water Closet American Standard #2122.438- 5) All windows to he vera ' Peed with t" �•-�[.> s��_��r u> `��_.rr'�. �-� �;�%. � lighting su sl icer s shcxwroora. Bone. .. .r PC 1) Supply mail box stand., of type and location per plan. — 6) Ceilings at all lower units to have 5A" gypsum wallboard Installed over , Lavatory ��-� oV j' L}- American Standard #0476.02$ - resilient metal chane!s (NRC-1) attached to floor joists, At areas With 2) Suggested u fiararcas for i n i ng ruoan fixture i s $100.00 and $40.00 for entry . �r Bone. framed soffit-s1 attach gypsum wall board d!rectly to furi g. P '�\ Qj11 4- �E t�1D �I E.I✓CAL-4`{� -uo � � {..I �. � _ 3) Electrican to install at purchaser's -direction. s 'direction. #40 Olsonite Plastic , color l I - n� '- r` E Seat LA`�E�`7 � lt�L2 ,�c1' "L HK- kIALL II DIVISION 37: APPLIANCES r� to match water closet . DIVISION METAL FIREPLACES Section d - Electrician Supplied Fixture% At. P P1 TAIl- L.IC�tttll�� � E-G �IX� S - -" Section A - Builder Supplied Appliances J1) St ted type from schedttle or squill: --- Tub/Shower Tub/Shower D-6 by Dura Glass , i, 1 ) Al 1 f(replaces to be /�t�� r�,`'.'_-� '�1?- -i> F'F= ►' PIAol I. n"� F'�tGl GlC ����iS :fie color to match American Do1D�`7 ' I LIGHTING SC6EllULE 1) Al l kitchen appliances to be 1932 Model year General Electric or equal per Standard - Bone. LOCATION IMMR PLA.`7/FIXTURE AOANTITy — txg _ schedule. • •i � I Dishwasher C,SO 551 • z) �P�Lt'�. �Ftp, �r� � ��'(�.0�-I E✓U �Y• 't'.V,C. G'���IC•�'1..1 p�.r r, . _ GFC 10/400 48" Shower S-4 or S-5 by Dura Glass. 2�' a - blight fixtures tures nee quantity hi Disposal 3 1� r� I � / light fixtures needed, ase which Range JSP-27 Color to match American DIVISIOk 30: OMIT �>✓ Ut��IGr-L'�`���E'A-r A-r JIi`lyL, 4gr,4,5 (_)pPLI / units occur In bullring. See g • Standard - Bone. � "- �I��afj�-� o1���• Micru Wave Oven JVM-48 • +. Sight Plan.) • , • '�, 1'Z.I M rC.ii^ ('.P I E G E� #03-q O I S 3) All control devices as follows: •DIVISION 31 • FINISH MATERIAL ____�_.__ Supplied by_Lidhting cn st, ries byElec : rclir 2) Colors to be selected from starfda!'d manufacturer's colors. Nutone 1132OX wall Mount • ,atelia (see Plan) Washer/Dryer units to be Frigidare L - '6_� fixture'— t`o-tose—Tected- 3) Utility Supply 00-200 Guy 6 Gray. Section A - Millwork • Lncr•: 1 1 1 1 11 1 1 1 ! 1 1 1 1 I I by Buyer Lub/Shower #636 WS Delta. - - - Kitchen #110CM Delta. _ 'I _U'lfwys Tag-F�ciTTe�TTO+ 1) [lase and casing to be �; 4; ll,f•�.prefinlahed. up z 1 3 S 2 Recess Lavatory #522 WF Delta. - a +V. agTe�=tPf e. in9 f down _ 2 ,t 2 1 3 3 2 Light --� All to be chrome finish, except laundry sup lay. J txiure co . :e ecce .� QQ Din/n 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I b Bu1rcr -, �"p& 16,E H c�_ _ i-��K.'UP N�� iI�C�U�bE[,� �) interior closet shelving to be constructed of partical board with finished -( rep Ase � � ,a o�1er Aec.+s Gjl%P�iI�A1�� (_j Ut� P__ -rO Ir�� J0I� j up 1 1 1 1 1 1 1 2 1 -iris ll y _DIVISION 23: OMIT � ' edges sized per plan. ' , reP d�P- l:ay"Te-T��PT=Trf ou e t dawn 1 1 1 1 ( 1 1 — - _ ' Spot c Section B - Interior Stair Handrail • *n�,t7TnR ` ' u 1 1 1 1 1 ( I Luminous Ceiling (s-o DIVISION 24: OMIT P 1 --Irri Chan mai� i3 T86Z4=off�Tu5e — _— ' I ' � ' down l 1 1 1 1 1 1 1 Oak Frame I) Provide Interior wood stair re11 per plan.-a-�(L�;pfr,Tt�EyrJTlrt k $`� C en . � - aq a eung DIVISION 25: OMiT 1=A G-° C_5•T'1✓lc'. Callln Light t u 1 ! Light 2) Stair rail to be catstructed of kiln dried V.C.. Fir or better. Nutone #�2N" Cabinet Light 111111 1 1 1 1 1 1 1 1 1 Fluorescent 3) Finish to match interior milluNIr used throughout project . hostel closet I 1 2 r- 2 z 2 z 2 2 2 2 Ebel"izbiT6 e�Te- DIVISION 26: THERMAL AND MOISTURE PROTECTION `��Ta - n Eagle 015"07=02-celi,a- - -- Closet 1 i 1 1 Light ��-• - •ter at t l l l l 1 1 1 1 1 1 1 1 ( � Section A - Rigid Insulation venit Valance tight Pe� P ; DIVISION 2: OMIT ..L+ ' .,•,. � Tub at 1 t 2 1 1 1 1 1 1 1 1 1 1 1 � � hrtyw/Fa�i��____• 1) Provide all rigir1lsulation, per plan , at f,,undation walls. ! --MT- at vela..,. Light Per r ' I ` Tamar 1 ! 1 1 1 l l l l l l l l l - 3 DIVISION CABINETS - �'- -- --- - ---- 2) All insulation to comply with State Code Requirements for applications 33:"- shown on plans. - - Sect ion A - Cabinets " ht /Farr QTR _ • Ceilln 1 1 ! 1 1 1 l l t l 1 1 1 1 1 Light w/Fan 3) Insulation to have a maximum thickness of 1}". * room 12 °r a T� � '£T��u e 1) Cabinet to be Mo 1 #1000flush white oak with 30' reverse bevel dgors and" Dan 1 1 t I 1 i 1 1 1 1 spot Kirtron interiors as 'ManufacturN by Park Place Woad Products , owF4on Clt ' ,� thio or Deck 1 1 t 1 1l 1 2 1 1 ! 1 1 1 „tont a Of a Val . Patio Entry Mc:vnt APPROVED • Oltpgon q 1 LI>ahtoll•r /lint Nall u,Q FOR CONSTRUCTION •• -�'-atran Cntry --- �Ir.Ztg'TttK:Ti � - ,. Hall - dovn i 18592-60 2) Cabinets to be sized per plan. - t'uc'k- -- --w- --- ��" ii9htot I•r01104 - �� ! Common Iintry 1 Retest 3) Finish to be l_IVd`'� VAK�manuf us`er 's standard colors . :fid _ Door Chime _ ! 'Lail ! t t i t LA-11 Niton• s -rAtE rfect tine I Gr and Lighr.ln Ste„ 1rJI__--• f #29400 � •'" � 1 ` ' ...tee - P12r g .... r M ",Yr trl Street llr�htln (See I•IaYr.� i� _ _ 011 M.P.P. eronte , ' - - : u s°Itri•.rho..• ,,;err• „+rl.+.wsrr w • _ • Its _ .. -_ ,311IrItI!11 h III111I111I11'}I1III(IIIrIIIiIiIIIIIIIIIIIIIsIII!I!I1illllllrllllli�, Illllllslilll,I !IIIiI �IIIlI111IlIlIIIlI111I1I1I!IIIIIII , IIIIIsIIIIIIIII 'IIIIII,ItIlI111I1I1IIIlI111I11rI111Ir11 I I 1 FI 1 M 1( ROf 1 LMt:I ?..___ .3 -- -� 4 ---- 5 6 7 S 9_ 10 11 1 DRAW IW I'.) LES') (.LFAR THAs, iH15 NOTICF, IT IS DUI h 1111 QUAL l T r Of lilt 0R!(,If4A1 U RAW IN(,. OE 6e 812 C2 92 s2 b12 Ce 22 12 O2 61 RI LiI 91 SI (r l EI ZI 11 01 61 9 l 9 S b I: rIIIIIIIIIIIIIrnIIIIIIilu�llt'tlulllllltillllillllilllllllllllll!IIIIIIIIIIIIIIIIIIIIIIII;IIIIIIIIIIIIIIIIIfIIlllIIIIINIIIIIIIIIIiIIIIIIIIIIIIIIII�!IIIIIIIIIIIIIIIIII!IIIIIIIIIIIIiiIIIIIIIIIIIIIIIIIIIIIII11111IIIIlIIll1�1111I1111�'IIIILIIIIIIIIIIJiIIIIllIIIIIIIIIIIIIIIilll1111IIiuIIIIUIIIIUIIIIt 1 UNE 1 1990 a ', a � 'C •ot l '••.*Y" i' �Ryrlt rtw� tl • .. __y ., Nr .; 7K Seal 1'••e a T _ C`\\,1r' • A 4 yp Z 5 d(� A. •. , J T •yam- \\ OL NAILING AND C(NINFCT ION SCHEDULE * .' y • ' - ,1%n �� MINIMIIM NUMBER OF NAILS FOR MOOD MEMBERS ----- -------- -- -----,, LBS. PER S;1. FT. - - . ,__., __.�_ - _-� EXCEPT AS NOTED ON URAWIIGS (SNOW LUILD LIP LOADING, AS PER SEAW #6 •'CONNECi ION C(>IN'ION SNOW LOAQ ANALYSIS) _ __----__ ...__._,___ .._____�____._ _ ____ _ _ _.____.. • C1� Uzi FLi)Uk`- - --- --• - ---- •--------'---40 I..BS. M SO, FT. NI N0----- - -- --- -- -- -----------------U.B.C. BASIC 25 LBS. PER SQ. FT. STUDS TO PLAT - • • N ES [NO NAIL 2-i6d SkiSMIC------------ - -----U.B.C. ZONE 11 1979 EDITION OR - TOE NAIL -lOdo •' TOP PLATES A BOTTOM PLATES Z FQUNU_AT 10.115 - SPIKE TOGETHER lad @ 13" O.C. l .- �OUNUATION SIZES ARE BASED ON A TOTAL LOAD BEARING SOIL PRESSURE OF 2000 LBS. PER - LAP d INTERSECTIONS 4-1G'' E:A�CH SIDE JOINT f • S FT. ' FLOOR JOISTS (ROOF JOISTS) (CEILING JOISTS) i1 2. .MNDATION ELEVATION SHOWN ARE TO BOTTOM OF FOOTINGS AND ARE BASK BID ELEVATIONS - TPLATES OR BEANS - TOE NAIL lOd .i. All FOOTINGS SHALL BE FOUNDED ON FiRM UNDISTURBED ORIGINAL SOIL. � Q � r�...• 4, ALL FOOTINGS SHALL BE A MINIMUM OF 1 ' -6" BELOW FINAL GRADES OR 1 ' -0" BELOW EXIST I G ®LOCKING TC PLATE - TUE NAIL - 2- lOd ',Rlli]E, WHICHEVER IS LOWER. BLOCKING TO JOISTS - EACH END 2-10d - I BRIDGING TO JOISTS 2-10d Y `✓ . ' ALL GISTURBLU SOIL SHALL BE REMOVED BY HAND OPFRATION FROM FOOTING EXCAVATION TO CORNER STUDS lOd @ 12" O.C. NEAT , INES. 2X LAMINATED BEAM'S IOd @ 12' T 6 B STAGGERED � h. BOTT0111 % FOOTINGS SHALL_ BE STEPPED FROM ELEVATIO14 TO EL_JATION AT 2'-0" HORIZONTAL TO 1 ' -0" vFRTICAL STEPS OR SHALL BE SLOPED NOT TO EXCEED 1 VERTICAL TO 4 HORIZONTAL PLYPOOD SHEATHING 01/2" INDEX 32/16 (OR) WHEN APPROVED BY THC ENGINEER. I J 1. ROOF SHEATN.t/G 5/8" INDEX 3?/ lE � AT EDGES OF FACH SHEET R BLOCKING 6 WAILS 8d @ 4" O.C. 1 CO;ICRETE - CAST IN PLACE AT INTERIOR OF SHEET 8d 0 10" 0-C, 1 1 . ALL C�NCRCTT �N�LL �EVEI.OP A MINIMIlI1 28 DAt' LABORATORY CUREfI COiMPRESSiVF-CYLINDER Al BOUNDARIES OF ROOF 8d A 4" O.C. } STRENGTH OF 2500 P.S. I . FOR FOUNDATIONS AND INTERIOR SLABS ON GRADE 3000 P.S. I . FOR OTHER CONCRETE EXPOSED TO ELEMENTS 2. . FLOOR SHEATHING 5/8" INDEX 32/16 I 2. A MiNIMUM OF 3 CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH 100 CU . YARDS OF AT EDGES OF EACH SHEET , BLOCKING b WALLS 8d 4 G" A.C. EACH CONCRETE STRENGTH. CYLINDERS SHALL BE TESTED AS FOLLOWS: 1 @ 7 DAYS; 2 29 AT INTERIOR OF SHEETS ad @ all O.C. (SAYS. AT BOUNDARIES OF FLOOR 8d @ 6" O.C. (� 3. ,CONCRETL CYLINDEFr A0 T[SiING SHALL CONFORM WITH ASTM SPECIFICATIONS. APPLY 174" 0 CONTINUOUS BEAD OF 3114314 C014STRUCTION ADHESIVE TO TOPS OF ALL JOISTS , 4. CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO ACI MANUAL Of- CONCRETE BLOCKING AND PLATES IMMEDIATELY PRIOR TO PLACING PANELS. - PRACTiCL , 1976 EDITION. ANO SPECIFICATIONS. %" 3. WALL SHEATHING 1/2" INDEX 24/0 BLOCK ALL FDGES WITH ? x 4 FLATSJ AT EDGES OF EACH SHEET TO STUDS , AT 5-A Z; C����t��� C�1-`� BLOCKING & PLATES _._ __ 8d @ 4" O.C. ._ -_-. _ 10 01 (d C�• G LIGHT METAL PLATE CONNECTED WOOD TRUSSES AT INTERIOP OF EACH SHEET_. Old ; 10" 0,C• 10d a Ry' -C- oltz Pa( 0, 114- •� • Z 1 . int sTff TIi�LL C ITLE' WITH U �.�. �1`Ah1DAR0 NO. 25-17-79 AND ALL PROVISIONS OF THE A. BOUNDARIES OF LiALL 8d P 4" O.C. fad (� ?," O,C, DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THC TRUSS PLATE. IiJ�TITl1TF TPI-78 EXCEPT AS OTHERWISE NOTED. ' 1/2" GYPSUM SHEATHIN(; GOARD #11 GA. X 1 3/4" X 7/16" HEAD A" O.C. 1. All JRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL BE MANIIFACTtIREp BLOOM: ALL Et>GES '�IIIH 2 x 4 FLATS OIAM!I"YU PT. GALV. NAit5 BY AN APPROVED tfANUFACTURER. 0 ALi aTUDS, TOP & BOTTO14 PLATES b BLOCKING 6" O.C. , � 3. MEMBERS SHILL NOT EXCEED A LIVE LOAD DEFLECTION OF L/360 OR WORKING STRESSES FOR THE � a 1%Z" GYPSUM WALLBOARD 5d COOLER NAILS " ~ APPROPRIATE MATERIAL UNDER A TOTAL LOAD OF 40 PSF FOR ROOF MEMBER. ' 4. TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOT' DRAWINGS WITH REGISTERED + BLOCK ALL EDGES WITI1 2 x 4 FLATS 6" O.C. PROFESSIONAL ENGINEER'S SEAL . SHOP DRAWINGS SHALL SHOW CLEARLY ERECTION PLAN AND @ ALL SPUDS, TOP & BOTTOM PLATES & BLOCKING 6" O.C. ALL STAY BRACING FOR TRUSS COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. 5/8" GYPSUl4 WALLBOARD 6d COOLER MAILS S. ALL (;oNNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER �l AT ANY MEMBER OF 2000 LBS. AND MI'IIMUM 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 @ALL STUDS, TOP S BOTTOM. PLATES 6 BLOCKING 6" O.C. TOE NAILS UNLESS OTHERWISE SHOWN. .. ----� - 7 . DOUBLE JOISTS UNDER MECH. UNITS UNLESS OTHERWISE SHOWN. �... _....•,,......._._ .,_...___ .----•---•------ __._........_ ..._.. ��� SIDE A�10 MAXItt�Jl'i SPAGU�i'i - - - PLATES TO CONCRETE FOUNDATION WALLS 5/8" 0 x 10" A. MOLT • 41-0" 04.0 dp 1.C>f_ tuol,u.& , ` P�,• �� X I G" 0, L (-7(9 'g'} C>, � ►A251.C.� U.IAt_C-'S IIS GYPSUM WALT BOARD ANO `�tltA'H I NG BOARD p �MM-TCETA S 1 • tYPS0m JLl60AP SN-At C0N-MFiM TO ASTM C36- 75 ?. GYPSUM SHEATH itIG .'uj1Rl! SHALT. CONFORM TO ASTM C79-75. � i S/6" B x B 1/2" � 4•-0" 0. 0 v I �ON 3. GYPSUM tJA1 ;" I I`, �;IEATIIiNf, BOARD SHALL BE APPLIED laiT11 STAGGERED EPID JOINTS ANU LAG BOLT ItlSTALLATION: PRE-DRILL HOLES FOR LAG THREAT'S 1/2" M .1 %T 0 3/4" 0'. „•i 1011.F0 A5 c': .' ►'LCIF;CAT i0N ►11ID STRUCTURAL NA[( ! VG SCHEDULE. 51 1 s }/b• �a �... •C4 el FRAMIN(' ILIMBER I �/ BOLT W 16?'- 10 5 > �t1 SOAP THREADS Of LAGS IMMEDIATELY PRIOR TO INSTAILIIt6 Ing"*0 ' 4LY. r l l• •-til I f^it,":MING 1 UMhER SHALT. L'F WESTERN WIn0U5 GRADED TO ;ST,4NDAR0 WESTERN LUMBER GR'11DII CONNECT ALL BEAMS AND JOISTS MITy SIMASON MA116E'RS 'fO�A11�LQP T •�-1EMIERS,. t� Lu 1 , (' r00VE STANDARD PLATE WASHERS UNDER HCAQS OR NUTS OFX toC in A L tt T L 1012 • .-.v-+r•M anti .k r. ..., - _ T �` t, •t..t. _ '.,�►'. } N,r� I WAI-L TUUS .a ......,. ,..�, b.-�-. �r .,». _ M Fb = 800 , rt^.,, 0 } N��. 3 F ' CL r� 0)r.: Ok STUD I;kA1)i. ) FC 1 385 ' P ti r� t = 1 ,500 ,()00 �� r �" •,I i GENERAL •' ` W O i;. 'NTIP10k WALL ,T!J,?S �,, �-� c :TANKARD OR BETTER ) Fh - 600 1. GENERAL COLVTRACTOR SHALL VERIFY ALL DIMENSiOIKS Alffl C(iNil',i'ttXtS. " �•�'� F d,ll •. 'k a L OP TIJI' ,FADE. ) c1 385 2, SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL, TRI<)SrSES, All4f,%4t Of D`N W F - 11500,000 PRIOR TO FABRICATION. 3. FIRST FLOOR S14ALL BE PERMANENTLY ATTACHED TO WALLS "RIOR TO 8,WFILLIiG AVIVIST 1250 115001000 STRUCTURE. 4, THOS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EAIRTIIQ0AXf. fORCLS UNTIL THE � ROOF AND WALL UNITS HAVE BEEN PERMANENTLY ATTAC1410 TIVAET0. Q . tfE;AM;Trn I •) Fb 1350 I S. ALL CONCRETE JOINTS SHALL BE ROUGH TEXTURED WIT1l4 21 K�1C.� AT C !Ell OF t &L$ AND Fcl - 385 SLABS. CONTRACTOR SHALL tn::M:'� STI?UCTURAL ENGIN�R'$ REYiLti OM.fIM>rJltlS 0F AL.4. . F 1 ,600,000 CONSTRUCTION JOINTS PRIOR TO t:DCTRUCTION. Q • G. GYPSUM AtALLBOARD IS USED 011 THIS PROJECT FOR $litACIMG Dlf Tllf $'FRNL"f'I�E. C(1GI'IRA�1'i9 � f TO PROVIDE ADEQUATE BRACIM UNTIL ALL GPYSUM WALLBOARD HAS BE'EM A"LIED ANI► ih>�I•Y •� ,r NO. i 1 Fb 9+ 0 NAILED. t " ) E 1 ,200,000 5 fiLOC.I:INt,, ;'! AT F•5 •ti BRi JG1tIG _.. . `� , , .. . ,..._. ... _ . . . . ,5 � . . • +} � ; STANDARII 01' UETTE.R ) Fb 600 t)F1 ,TU:f 'R/IDE ) Fr.i - 385 E 1.50x),000 '' , C(1N�RETE REINFORCING STEEL t�.► - / ALi " ''I,E►1�, 1p LkS'� LEAST Ui�lf'' SiON) SHALL BE MAXIMUM 19" 1101STLIRE CONTENT . 1- �LL I�W1�1 `� T�E� FOR C014CRETE %HALL CONFORM TO U.B.C. STAiDARDS POO. ?_�• ,, rIPO►'IVi. SU!. 1!, Bl ''d,K114 5 (SAi1E DPLTP Ov ?Et-iBFt') AT ALL POINTS OF BEARING ARID 1 x 4 AND ASTM A615 GRADE 60 FOR ALL. Bp17f It/6 @ ri -O" L'. C. MAX iI-10M. 2. ALL REINFORCING STEEL 5NALL BE DETAILF-0, FABRICATED AND PLACED 1T{ ACCgIM1oA1MC;E - ALI PIAT! 5 ANLL I.EUG; PS IN CONTACT WITH CONCRETE OR MASh'IP,Y SHALL BE PRESSURE ACI DETAILING, MANUAL 315-80. TRLATFi'. t.ED14R MAY GE SFPARATtiO FR011 CONCRETF OR MASONRY WITH 30 1 B. ASPHALTIC CLT. A. ALL REINFORCING STEEE SNA! L BE ACCURATELY ANP SEf,,{�(,Y •ACED_ �. i:OURI C ', 51'JISTS U140CR ALI PARAI L.EL PARTITIONS. i REINFORCING SHALL NOT Of BENT OR DISPLAC.EO 'FOR, t�. . FI)R 'I.Ai1 :NC ,;F( ciLHVi3U1_E Ai'40 URAWINGS. F �Yal AF I UTHER TRAUr S UN ISS APPROVED BY THE STRUCTU W f:'flSI IEr,, r,<, N% C. MINIMUM COVER F CONCRETE SURFACES TO REINfOW1M!fr< 5 . i'LY1;nof) SHFAiH:N(', 3" + 1/2" TO BO TOT! OF FOOTING 1'�t. Sril�l, U. t;ra, ► , I . iIA ►�LYt•1f)00 SHLATHI� C, SHALL BE Cil GRADE , UNLESS OTHERWISC SHOWN, WITH EXTERIOR GLUE _ + . HANOVAC TIRED IN ACCORDANCE WITH PRODUCT STAMOARD PSI-714 . 2" * 1/4" TO EARTH FACE OF MALL �`a lr ROOF SIiEATNING I /?" OR 5/8" INDEX 3!/16 h jv / 1" ± 1/4" TO INSIDE FACE OF MALI. L I UECI 3/4" INDEX 48/14 T b G f C�i` ..�I5Y�t, •.f " ♦ 1,14" MAIN "TEEL BEAMS ALIO CO{.UMNS FLOOR 5/8" INDEX 32/16 - 4 , J. :!ALl.S 1/2" INDEX 24/1) 1/4" SLAB TO TOP AND BOTTOM SUR:"ACES 2. f L'YIIOOU SHEATHING SOALL BE LAID WITH END JOINTS STAGGERED. 3. Bl0(.K ALL WALL. SHEATHING WITH 7 x 4 FL AT B►_OCKINC, AT Al_l_ IrUGES. I. LAP ALL BARS I MINIMUM OF 36 DIAMETERS FXCEPT AS ttllt�: ISIr 4 NAIL AS PLR SCHEUVLE AND DRAWINGS . � X�* ',. r;,, ;,a� t LAY OUT PI Y1,0001) TO EI IMINATE ANY t!101N LESS THAN 1 ' -U", { ' - I( K AUII_UI G BRICK L i1T SHALL 1 S RE 25(N1 PSI il,rlTl► CCN'1F(1(�I�IING TT3 LI.F, S,Tr'KOA llV 214-1-79 WD'E $1' ; 1'YPC to;. x, ,, , ► AtW)IRTALR rOR RRICK WALT.?`�SNALI. BE U.B.C. TVPf ".S'' loop PSI comp tES51'JE AT' 28 DAYS WITH 7EjE f:(L.L-0W1'frC PROPORTIONS, VE"lMENT - 1 PART , TIME 3/4 PART II ' N ,' s "+ �. .. �'`� {, SAND - 4 PARTS MA MI ►, APPROVED 3. ALE. MONZA'� SHALT. BL 1.1 � RY r � MEAE$,ta l�EitT, SHOkF'L URfi CONSTRUCTiO MOM all N STC R Ro ,1W0 *SO RY 0 r t:, S. USt STANDARD 'CORRUGATE9 BRICK TIE4 > 1 To 2 x 4 3rD©, WI fm I GALV. lOd. � , , , S ' . -- • ! + al At L + ►�, cif Y j ,.a �!r r ry'' ? 4l 1 ,a. 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OE 67_ B' LZ 9?_ Sc bZ E2 �Z Ie OZ 61 HI LI 91 SI bl 1 I ?.I II UI 6 3 1 i9 S b till lnn11111II11111111In1III 1nIIt111111IIIINIIINIIINIIIIIIIINIIIII�IInInNIInllllll111111111111111hilIIIIIIIII11III111111111111IIIIIIIIIII)!!II1111Ii111IIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIU�ULII11�1�W11i111)ll111111I�I)IIIII1lIIiIIIIIUIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111 JUNE1990 • mom AT:RETE FL1 Il, +- I DIVISION 14: INTERIOR DOORS ,• '` � .+'�' "'��`". '` _ 0i1 �—•- ---/�_. -. �. ..�...,..._ ar _ Y ,,_ x,;, ' Change orders, as required, will be IA nod fir the Design Department of ~` (-� 1 �1L'C��c�V�'�J i~� �h�L� Tualatin Deveiopinant Co. �tlem A - On• Grads Slabs, W,Mays, Patios, and Decks A' Section A - Interior Doors /� i dM �� I--[,,,I c� F_s(,�pl,j 1) Provide all concrete f vk for on-grade slab flooring , r Change orders shall be used as the sroans to alter work specified in 9 9 . walkways , 1 ) Provide all interior doers as shown of type , size and swing per drawings ' "�,; ° ' iiEMEtll11„ COiWI'IT10lIS the-Gonstructicn document* due to er emissions, material shortages,. Patios, exterior decko Ing, steps , antsy stoops, and other exterior 1 and specified herein , complete in place , tested, with all operating ' rstitutions, etc. on-grade >wtabs per PT hardware. The Estlaurttny a,Ad Purchasing Depart TuatlatEn Devslopmsnt Co. , Inc. Y) All oft-greds slab f1 will be poured level and true with respect Passe Doors ' to tors s If rarlllsr r friar . Nei low core flush with C R will be responsible o vierift$ the ch der req+last for cost or credit s h' g Birch Veneer MIEW AND ACCEPTANCE OF SIT(, PLIIIIi. SPECIl�li1: 1 IOk "�""'"""'•"""' with the subtn0:tract Bi-Fold Closet , laundry, . It will be the understanding of t 1 3) All on-grade slab thp(i g will be double sLacl trowled a��d free from Liman Entry & Walk- in 9 ko etwter,, Tud i i*Ion Devs l oT,rrrs n t M r',A v, b s or ho l l Lvws. that the subcor�trac�w has corwpls )V reviewed aM+� has accepters all con- �. The Constfuctlan tment of Tuelatls lalwwrnt will bs r�aponsibls� br , +1 Closet Doors 1/2 louvered wood struction documents (plans, specl tlons, scope.of work, etc. ) and the l4suence of the order to the of d subcontractors. - k) All c,oncrets shall be r premixed or transit mixed with a ccxrr Pocket DoorsHollow ,.�., ,..+....w_.-,_. _ . �... . , _ .r__ . « _..- =-- ..Y __- —.. .�.- ... ..,..--.. -- prwttdlve screngtit of q.s. i , at 28 days. Bicoreeelush with proposed prujecc site at the time ' hid suhrNittel . "' &AILABILITY OF SP IFIED IT MS - _. Ft.Cs...__...____�..... �'`��'' �) 1Nre subcontractor sh�sl' res slbl�e for proper st In and placement �� Pot P P alfi 9 r" Unit Entry Doors 1 -3/4 solid care flush w; th �t Subeontrtactr�r 1 verifyprior to bl iba that all specified Itaats wi . . be of all Malts , connect", anchors , and ether related kwrdwaro. Sub- ,�t + 1 � t Birch Veneer (1 hr- rated with p g p cariiiractor will protsag'*Jl concrete from premature trying, vandals, � avallable in time for installation dui orderly and timely programs of work. DE51gN 1 f N frooring , anal harmful is of weather. 20 minute jambs) install wit, self closing hinges, unless .__.�.,,,. otherwIpe noted on plan. FJ44_� ti In the event specified sterns will tNGt be avai3Mle, the s4beertraeenr will 6) Comrate shall be mac 11y vibrated sufflcitint ly derlr�g prur to ' �.-���+rHtr�z-�rI✓�PP'Cp ir>rF d,oc r►tv Notify the Desly�rt Department of Tualatin flat slcapars^t. :�MYA ', prior to bid assure a consistent s mixture throughout . 2) Doors and frames to be prefinished to match finished interior millwork used ' submission. AyIS10>u O1r OMIT ' a throughout project. Exterior rasps will be ructed with a minimum 1511 tread width and Il 9' All costs of delays because of non-arvailabi14 ifled Items when suet ! 4 r1 y spa>C a wax istwe 6i ,r i sat' bel 3? Provide a 1 1 door hardware as specified in Division 38Section S herein. delays could have been avoided by the subconCr . w111 be back chargod as DIVISION 02: CONSTMTION DOCUMENT: __ 4) Subcon[ actor to Supply complete ate color and finish sarsplej for sal!:':ion to necessary wi fttout any additional cost to the v�• sr�. 2 y omp I� \ the besi n Department of Tualatin Development Co. , Inc. for aplrroval prior r Section A - Civil Engineer Jr., s Site lapatsrtt )' Rass'►s w111 test sxceertl • sww ialra!et slope rat to of 1 : 15. . 1 to production. r ►• SWIITUTIONS OF SPECIFIED -MATERIALS 1) Plans and Specifications b 1 7 y� All s:cterior patio, Mtn Welkr+sy surfeage to be exposed aggregate with 7 Proposals for substitutions of materials, eauipwants, MIA oethods will be I epoxy coat surface f In I sit. consiaered only when such proposals are accompanied ful"1 technical bald �F�> � ►�D �t�� I . _ DIVISION 15: GUTTER AND VENTILATION Y P oP ompM w E l- Glut� IOW i,J,- Ca 16 i 0 0011 _- W and other information required to evaluate the proposal . A ><�C.la I !Lo074 {�.W, 1,,,ArF— �'�-� 5U/p, 1w .__.,�..... f`� GI�( . k:� j„i� () Section A - Gutters and Downspouts Proposals for substitutioars will be submitted to the {assign Deportment of r��i p. Tualatin Development n r�• • i'j ✓ r' `�) /•' _�'='� 1e}•+-y ?j �"S(•�i) (pit-. �j,�-i � DIr3#ISA (?9, �MATEF JAL 1) Provide all gutters and downspouts shown on the drawings 'and specified herein , complete in place, tested and operating. G[J Do not substitute materials, equipment , or methods siloeifled unless such Section A - f•-amlrrg hate,-ial sub titutlon has been approvazd. i _ 2) All getter and downspout materials to be 26 gauge galvanized sheetmetal . Section B - Architectural Plans t bfications 1) All lumber Is to INe well seasoned, air on kiln dried of uniform moisture t C LICTS DETWEEM 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: X (�I-�°+� Gl1`_ V\ Should any conflicts occur in or between construction documents, the order 2) AtI-zX4- �Tv S -T'o Psi- ST �4e.o Old 1�-,r I—r-iz-- - 171-1 v' ,� � btl•,d��I�(y 4) Ali materials to be pr{reed and ready for paint . G of precedence shall be as follows: Department of Planning 6 De ►Jtrn'' f' Y- 14 I✓ IT- ���L. G- G��{1�1�4� , s�,u• JQN(`� Tualatin Development Co. �' I `^'` �� 'U `' �� 5) Downspouts to be connected eirectly to storm drain system. � _G 1) General Conditions o 15300 S.W. 116th Avenue ,... 3) Pressure treat all sills, plates, sleepers, nailing bloc**-V- d ends of studs 2) Specifications Tigard, Oregon 97223 y I erns P0*ts in permanent contact with concrete. �' ",� 6) Dc*irspouts to be installed , per plan , located on corner board or 6" from 3) Scope of Work - _ _ ` corner in areas without corner boards. � 4) Large Scale Drawings (Details) (503) 639-3101 +4) All lumber der '.vered to project, slte to be stored 6" above ground and pro- U- Downs outs to be always installed plumb without offset . 5) Small Scale Drawings r � � tected from weati.er. %) P y P 6) Project Field Superintendent o — Section C - Landscape and Irrigation 5) /roof and wall sheathing to be i" 4 ply D.F. C-D grade exterior glue plywood. Section 8 - Ventilation Ifo any case, notify the Design Department of Tualatin Development Co., Inc„ V ' iminedfacely for their consideration upon finding conflict and prior to 1) Plans and Specifications by: Ft,C.ti�{Ufvtayrt upper level to be �,B11P(,,{I 0ot-, e�laLSZ.rnIZ_' �j, l( �p '- 1) Vent all appliances , directly tc� exterior , per plan, providing any required CSC-'.) ... )1''" ; ! `, lr' G ' �f! ,JE F4 T- �r�P1GerzT� oJ2;K ' 1M damper systems per cc le. proceeding with work. �'• �' t-' ((� David Zimmerman, Landscape Des J gllt�r •,,,,,,t„ ,; :�„�...,,-....,.- -.....�..._ ._...._,..___ _._.,.._• _.._ __ ._ _:__ L - ._- T_. ._ ._ .. w_ ___ . Terra-Sol Landscaping, Ltd. 1 2) Unitti to be vented to r.-of ver► 'cally through interior wall framingand 7) Prov?de i" D.F.. C-C grade paugged and sanded eater?or glue plywood at at i installed tight into roof jacks. �r_ �TL..)c.FtA T , FIELD SUPERINTENDENT Tualatin, Oregon g p y ' � roof and deck overhang exposures. (503) 638••3017 3) All vents to be properly flashed and caulxed to prevent weather infiltration. / Tualatin Development �wtll have at the project site, from start to i 8) Provide all fireblocking as required per Cfode. P v finish of construction a responsible superintendent acting as an Authorized i��—_•� �_ j __...,... _._ ._ _ . . _ .,I _.__- E.a SoIMp 1-Ii4t. UC,,C`a -tom uS-, 1(•.,� r�MMr�� �},a`I�S• 4) All venting material to be galvanized sheet metal . Exposed sur'aces to be Agent o1' Tualatin Development Co. , Inc. The superintendent shall be on duty �I `� - ._ � painted to snatch material directl adjacent . . + during all working hours. Any instructions or notices given by him shall Sr;etion D - Shop Drawings , Product Data , and S*W les DIVISION 10: TRUSSES y have the same importance as if given by the owner of the project , Tualatin - �" I PM Development Co. , Inc. The project field superintendent shall be responsible 1) Shoo Drawings shall be prepared and subsl(Itted by subcontractors 5) Vent attic area per code with vent blocks at eaves and gable end vents per 1� Sset Wn A Trurses plan. dor cowTtouooS �0cwe 4eu TS) I for general on-site supervision, scheduling, field work authorizations, and specifically, but not necessarily l {m{taO tc•, the areas of work �ON l approval of work prior to psymrent of the subcontractor. listed: 1) Provide ail roof trusses complete and in place, located and sized per plan. �" N lllo 04US-COITRACTORS Electrical 2) Truss>ns to bas constructed with pitch per plae+t. i m Trusses UJ Q1�0 All subcontractors must meet prior approval of Tualatin Development r:c�n�p,��y' Cabinets *• s Subcontractors are expected to be accomplished craftsmen of their trade witn Plumbing (if required b 4 _ 3y Trusses to bear direr .y tc to♦ plate of exterior walls per pl�.n. Toe DIVISION 16: GOOFING •- C`A omp g q y Peraetil nail with l6d naiils ac each seW and tie to top plate with metal hurricane � �; a reputation of being able to cmprete work within their specified area to the highest quality of their respective trade. clips. � Section A - Fiberglass Roofing 0- q p Subcontractors Ori 11 supply 2) Shop Drawings , Product Data , and Sarnpltitiftiri I1 be submitted by the :✓✓ �; to Tualatin Development upon request references,rrepresencive work, securities, subcontractor with reasonable promptnes"d In such sequence as 4) Truss supplier to submit �{etallei shop d�awir►gs and truss payout approved I 1) Roofing co be 2.25 lb. l-., , - r P , �Q® and/or bonds as required. Tualatin Development '�'_)vi; tVreserves the right _ to cause no delay in the subcontracted k, work of the owner, Tr a registered sn sneer ,to alta J Design De c to reject any subcontractor upon failure to satisfy requirement necessary to - -� .._.._..-`-Wr-1,� rk 6f"7i'ray"Ottter•t*cwt�or:-- �» q 9 gn partment of Tuat•t,in Development or equal . W V� rout their ability to perform war{ specified. Co. , Inc. for approtral p i0 4_ S T"� 16►;(, t� tom, zrPsF P Y P P fx•j i :b%4 �P'° U s ,Yr � �r,oe, �"G ;ri 1�171TFJ1 iSiCbl t 3) The subcontractor shall submit Shoo tlraeo►iNs , Produ,.t Data, and �7Cc T+,aF= ,l.ir ital �,�rthl.tl gi✓ G �•ttaN�.[� Fad V. VA [ i v '�gr�t,k,,F�'ca•r a`w MATERIAL PROTECTION Samples to: �`��,��'�c.F.�" "��N •rrLL�c:rLlF'- r� "�, e v 1 s I o i r 1i F-« .I NG LBoilt . t I 2) 'The shingles are to be delivered to project site in manufacturer 's original "� ~0 The sub:ontractor will be totally resNansible far , }tot age and protection of Tualatin Dsvelop�rsnt. Company. {ayMt. ,,,.,,,, Section A - Framing Labor ! unbroken package and shall bear Underwriters Laboratory, Inc. Class 'A' label . P111 mrterials and equipment related to tln�:lr part`lcular division of work. 15300 S.M. 116th A;tenue No credit or compensation will be allowed by Tualatin Development Tigard, Oregon 97211 f I) Erect interior and exterior walls so as they ar• plumb straight , free of 3) All Shingles must be applied in strict accordance with manufacturer 's latest for reasons of theft or damage due to vandalism cr weather to materials or deviation to lar and printed specification by an authorized Certainteed installer. equipment left unprotected. The subcontractor will be responsible for pro- Attenti +n: '!lad Voytilta: P gtearn within a tolerance of 1/8" in any dimension. lection of materials and work performed by other trades. - J 2) Framer to allow a 14} uner'bstructed clearance between studs for ; 4) Roofing to qualify For protection under manufacturer 's 20 year warranty for Q 4) By submitting Shop Drawir;rls , Produce Data, and Samples, the sub- installation of optional medicine cabinet et each +bathroom wall adjacc4nt- this product. OWNER SUPPLIED PROVISIONS contractor represents that he has deters�in./ld and verified all to var,ity'rnirror. materials , field measurements, and field rsomstruction criteria y 5) Subccntrac-tor to suppi , to Tualatin Development Co. , Inc . manufacturer's Tualatin Development o�Pa�- twill be responsible for and maintain the related thereto, or will do so prior to the start of nark, and that � writcer, warranty upon completion and prior to payment . proper operational function of the fo1'lowing: he has checked and coordinated the informtlon contained within such DIVISION 12: WINDOWS submittals with the requirements of the wwk and the Construction — —' 6) �oroc t� berk,,i�-�r+Dbro►wi per manufacturer's standard color selection . E 1) Temporary toilet facility Documents. Section A - Sliding Windows , Fixed Windows, Patio Doors, - 2) Temporary wator supply for construction purposes. e ' 3) Temporary light and power i ' 1) All slidingwindc•ws fixed window, and ' DIVISION 17: SIDING MATERIAL 4) Temporary `teat, as and if required ! DIVISION 03: PERMITS AND. FEES i patio doors to be aluminum frame as _ 5) Job office with telephone and space for storage of all — • 1 manufactured by MiJgard Manufacturing , Inc. , or equal , per t►+c following construction documents. Sectlo:y A - Building Permit � schedule and sized per plan, Section !� - Siding It will be the subcontractors responsibility tp provide any arid all necessary ! 1) It will be the responsibility of Tualetth Oevelopment Co. Inc. to rt Sliding Windows 1100 Strias I ) All exterior siding to be ;!-' x 8'Ar,Qpp�ec�ar bevel siding. `�. equipment , tools materials skilled labor, et4, required to perform and '� Fixed Frame 700 Seri«• , , , q p e, obtain and pay for all required permlts bad governmental fees, unless Patio Doors 450 Series+ { 2) SidPn to be re-stained Satisfactorily complete all work relative to their par'-icular division of ,� otherwise provided in the contract doeusllletts. 5 9 P prior to installation. work specified in the r;onstruction documents for this project. I' 2) All windows to be double Insulated. 3) Siding color to be Olympic #917 semi -transparent . DIVISION 04-05: OMIT 3) All windows to be "Durabronze" finish per Milgard Manufacturing, Inc. i MEASUREMENTS 1 ' specifications, Section 8 - Cedar Trim Bef ore order i ng any mater i a i- or perform any ac t of work sleet i f i ed i n t he con;tructIon documents all subcontractors will ver and approve all field 1 ) Provide SIS2E grade or better Western Red Cedar siding and placed per � Y PP ffIVISION O6: CONCRETE FOUNDATION - i plan. Ineasur�•ments relative to their division of work for this project . -- Section A - Structural Concrete °' 1 2) Trim to be painted It is the sole responsibility of the subcontractor to notify the project I { ,I i ' `1 ' - t fleld superintendent of any deviation found between drawings and actual � 1) Provide all concrete fours ation sells , footings , and piers reinforced - �) Provide tempered lass as required r • fieldilcondItions prior to execution of work. and siFed per ion. All w 9 p r` g q assde• p p concretes i i 1 be constructed, so as to not It shrill be the assumption of Tualatin Development that the exceed dimensioral tolerance of M/- 1/8" in any measurement and poured 6) K�15D Lx r� `r� L.C�IJF...� 0141 level and ti ue so as not. to axcyd • tolerance of +/- 1/8" with respect DIVISION 13: EXT13N•IOR DOORS subcontractor approves field conditions upon the commenco ernt of work. to the specified• 1fe. r __._ "'V' t DIVISION 19: OMIT t,.. Section A - Metal Entrance Doors .«o. C1,A1-E - Tualatin Development 4:�.1 9Alll will not allow any extra charge or compensa- 2) All concrete forms hill be clean well , prepared and supported. Concrete ' tion on account of differences between dimensions indicated on drawings and shall be sufficiently mechanically vibrated during pour to assure a con- 1) All correnon foyer entrance doors to be #208 DIVISION 19: GARAGE DOORS actual field conditions without authorization prior to start of work. y sistant homogenous mixture throughout . Therma-Tru as manufactured by Lake Shores Industries of Toledo, Ohio, in �, accordance with 'mnufacturers latest written specifications and izsd peer 1 ) Provide y 0 x 7 0 1/4 sectional overhead Roughtex woodgrain flush panel j) All Conf•ete� used shall be either premixed or transit mixed nth a plan. '` garage door as, manufactured by Crawford Door Company , l► .Av,PC- Oregon , or equal . compressive strengti, of, lop.s. l . at 28 days. , 2.) Doors to be installe�'with torrisicz•r hardware. ' } 2) Entrance doors to be egUJpped with inswing style sill with threshold and 4) The subcontractor shall be responsible for proper staling and placement comp%etely weot%erstripped. of all bolts , connectors , anchors., and other related hardware. Sub- 3) Exterior of doors to be painted , interibR ;of,4tbbre to recelke one coat of ti contractor will protect all concrete from premature shying , vandals, '. _ wood sealet•. freezing and harmful effects of weather. #I: . 4) Exterior of doors to be painted - 'F-R DIVISr -,4 11 -_ —. _ _.... —._. ... .. +.A—.—. ..._—. N _ Y• ._..—seer—.... .,—.._ ...—......._._ 1 j DIVISION_20OMIT ' ) d .Adrr'.+•� � W :• '1I�1'i►IIIi h III'I'I'1'I'Iil'I'I'III"lII'IIIIIIIIIIIIIIIIIIIIIIIIIIIII�I11 'Iii r' IIIIIIIIIIJill Ill 111111111111111ill 111IiliIIIII1111111I1I Iilllililililrlilili'I11111Jill 11111ililil111111iliii MITE: IF THIS MICROFILMED 2 3 �? 6 7 9 10 I I 12 DRAWING IS LESS CLEAR THAN -- - - --- --,` THIS NOTICE, IT IS DUE TO THE QUALITY OF THE OP.IGINAL DRAWING• OE 6Z 9? LZ 92 S� bZ EZ 22 1F 02 61 P1 LI 91 C31 t,l EI ZI II 01 6 8 L 9 S b E Z I3+Ul sw rlllniiliiiilnniuiiliinlnnlniilii!ilnnlllllll11111111IIII111111II1�111U1I)II1lIillllillllllllllLllllllllllllll�tllllllI'ill 11111111111111IIIIIIIIItIIIIilIII111111Ill Ill II11IIIILIIIIIIIIIIIICIIIIiI�IIIlIll1II1lllhlllllllli'iIIIIIIIIIIIlII111I11t{IIIIIIIIIIIIIIIIIIIIIuIlIMI111111IIlUIIIU JUNE 1 199d i AM ,, + t • z iviSiUN 21 : WIRING Sec�tilpn B+- Batt insulation - 4 _ E -- — 1 ®1~ fill M: PAINT MC Ala'llAlL COVERING IVISiON 38' MIRRORS t HARDWARE .C, tion A - Electrical Wiring 1) Provide all batt type insulation with Kraft backing as 'i•hown on drawings rl • is A - Mirrors .• � '�� ' I and specified herein. ' * *tion A intorloF Painting r y Provide electrical system as shown on drawings and specified herein , t 1 ) 3/ 6 float gloss' � 1 1 " i-�ss mirror free of defects . complete In place , tested , and c-perating, including but not necessarily 2) All insulation to comply with St-te Code Requirartents fo,• application 1.) Paint .to be Aneritrn►a� Rodda' or equal . ( a m c:polished. W limited to all service, breaker panels , meter base, outlets, switches, shy on drawings. 2) Edges to be p lights , bulbs , and wiring risqulrod, per State ane local codes. 2) Galore to be selsct®d from manufacturer's standard selections. 3) All Intsrl*r comiNun wall to be insulated with �f" thick milnersl wool watts. oQ � 3) Kitchen and bathroorirs - 2 coats semi-gloss enamel , 3! Size and location per plan - �. 2) 125 AMP meter base , 125 AWr panel and 125 AMP service. :,ter( + h. E_. !'�' , �r lT oF) s b) All exterior wall cov)tisis to be insulated with Fiberglas batts. , Section B _ Hardware j1 ��N11PIIt 11✓',j TW �)��a� -,� �-A ��a. >s• � 1 11) All other ropes - 1 coat latex low sheen enawel , 1' � r • i 3) Furnish and install al� bathroom vent/light/heat units as required. 1 Nutone #9420 or equal . S) Vapor barriers to bo placed toward heated side of Wall . Section S - Exterior Painting �) Door hardware to be kwik.set Grecian. 4) Supp{y smoke detectors, located per plan. 6) list Fiberglas sill seal unusr all common wall and rweterlor wall sole plates . - at founratlorl wall . t 1) Exterior idfnQ to be stained with Olympic semi -transparent stain 2) Unit entry doors to be keyed ►�/two keys per unit . Trio, to be tltained with Olympic, heavy body stair 5) Wire and connect all appliances , per plan. „ 7) Common floor/cel 1 ing assemrDl i'ss J,clrtwesrw units t4 be• insulated with s� � 3) Currrlcxr toyer entrance• doors to be equipped with lack set . Al 1 common foyer - , .0# lock sets to be keyed alike. ' altwral wool batts between i .00r joists in a continubus Illlwwwat so as to _ 6} Provide 220 v. circuit for clothes dryer and 220 v. t,Qsmp. circuit for • 2 Siding to be wadi d stained prior to t• r..allAtlon. a heat pump, located per plan. note] open voids for sound trahssiittsince'. '' ) F+4 P pPe , r .,.: �'r, ,`; M) Provide grand master key accessable to all common foyers and all units. ! 7) Light fixtures as listed in Division 36 herein . 8) Provide R-)A Fibergias batt Insulation In all vaulted cellings. 3) Garacp doors to be painted matching body color. Deliver to project superintendent . „ Section C - clown in Csi ! In' ihsulatlat �) Entry doors to be painted the trim color. E 5) Hardware at each barn to be: 8) Atl I ight switches to be mounted 36 above finish floorr_x_._pT A< PFS 1 tAk AT Al le o anted 12" •bows finish floor. 1) Pruvids all blown-In ceiling Insulation located per plan. telae S wall Covering 1 - 30" chrome towel bar - surface mount ` 9) 1 outlets , except at counters mind venitles to be mw 1' l Chrome ro 1 toilet tissue holder - recessed mount 10) ^� , i v 1?-�-' 2) Insulation to be either ffbergl+s or Call40lose and shall have a milrolrmtus 1) Rath wall covering to be selected by purchaser and Installed by sub-contractor. r 1'o fZ Eta-tv �PJt�lp. i�'`�F�' + Al Prspers all bathroom walls for wall covering. 1 - Pressure fit shower rod (at all tub/shower enclosures) —ow-1 11) Pre-wire for garage door finer In each garage. �•� value of R-30 and a a :clew depth of i 3) All inswrist Ion to comply wtrl¢h State C<►dwi Iliegtitratllents for 11�14estlon R CA 2) StairwayP�f��o��ye� r to be wall covered, in rassclot'n. S,�Isction to be 11 1 - Obscure glass shooter door (at all shower stalls) Section ll Telephone Prewtres t showin on plans. w ' p , ,z l�f T.n.C. t]iE.�lll> rl 00116A7 Q Z Customer option bath hardware: 1) Provide � telephone prewires per unit complete and Wr•able located per plan. i ►: fi a 4) Iinwids baffles at eaves to prevent disrio-1 of insulpte. � :. „ Tub/Shower enclosure shower doors w/chrome frame Section C - Television Prewire :_. . ,.. r.wr.• +n _ M, , 0., .y_• �,_., ._ - • . 11ON �5: FINISHED HARD S ACES - • "' Section D - Moisture Protection .M µ Y Medicine Cabinet 1) Provide 1 television prewire per unit cclrmpitete and operable, located per plan. r * tion A - High Pressure Lasminate 'Plastic. ;Owtoftors a." ;1r►^-iter 1) Provide i!< . `. 1 6) Provide sets closing spring hinges at each unit entry. �-�II 1Zoo 11: pl I.c vapor .vrrl.er under oil Inter ` 1) Provide high pressure laminate plIastie countertops at all kitchen counters and 2) Provide 1 central television antenna pe building located in the attic area. !; concrete tlabs on grade. vanity tops , per plan. Wilson Art and Nevemor are acceptable manufacturers t w Each television prewire to be wired dir tly to this antenna. _ t, Y 1bIS{ON CARPET .., � (fonatca brand lai�tnate will not be accepted) . - - 2) Lap vapor barrier edges a minimum of 12' ' 3) Provision shall be made for future T.V. able to each unit . ' Section A - Stairway Foyer Carpet Section E - Water Proofing � M1r2) Calors to be selected frau manufacturer's Standard s;alections. i Section D - Dwr Chime f+' {V 3) No full deck seams will be allowed. 1) V�4f� wr Tom' De ICS � Heir-,Jute combination ion ad. � a' . 1) Provide through coat of sprayed emuisifI64 asphaltic compound to the elrt�rl 2) Carpet to be installed over 40 oz. Hsi p 1) Provide 1 door chime and push button per unit. side of al 1 foundation wa 1 1 s adjacent to 1Mrth backfill . ';o; )' All countertops t4 IIIA t.&Jr.edg ing s r Section B - Unit Carpet 2) Locate chime box and transformer per plain. 2) Allow to dry completely prior to backfili.;e tion 9 - Tile Backsplashes r - �� Two Cows 1) Provide equal time series carpet manufactured by Evans/Black. 3) Chime to be Nutone #0!1-1c4, or equal . Y 1) Provide glazed 3" sc�lasre ceramic the^at all becksplashes in kitchen and bath. DIVISION 27: HEATING AND AIR CONDITIONING '' a ' F 2) Color to be selected from ma,,ufacturer's standard selections . 4) Push button to be Nutone PB-BL , lighted with nameplate, or equal . � II r , � 'M 2) Tile. to be Maple Pattern Series manufactured by Holly Gilbert Company, or equal . Section A - Electric `J pushbuttonsat entrance door t . per plan. , 3) Carpet to be installed over 5/8" rebond pad , United Foam or equal . � 5) Locate pus ,. 1) Provide electric i, �,�. heaters in each bedroom complete, i.n place, � 3) Colors to be selected from ncanufacturer s standard selection. ... i - - ---- - - - tested , and operable. �` 4} Ti {e to extend up wall to microwave oven at range. Ids J ytlgr`�rxolT DIVISION 40: LANDSCAPING, FENCING DESK RAILING 2) Electric I jr , heaters to be 'ti.l -T• , r ;a - '_ r'.w, Aseation C - Vinyl Flooring and base Section A - Landscaping a Section E - Security System remote thermostatic control mounted on wall . ,. 1) All vinyl flooring to be Armstrong Sundial or equal . Pattern and color to be Y g Refer to plans and specifications prepared by others. 1 ) 3) Units to be sized by supplier and location verified with Design Department, selected from manufacturer's standard selection. Tualatin Development Cooly/tr1,,(at the tittle of bid 'submissi.on. r• .... 2) Base to be 4" rubber type of complementry color with vinyl . Section B - Fanci g n ,j i. Section B - Haat Pump 0 2 Manufacturers of Security Systems shall suomit proposals outlining tyre of , O 1 ) Provide fencing for privacy screen , trash can enclosures , etc. , per plan. a directly to the Desi h Department , Tualatin 1 Provide through "�"�` 1 system, performance etc. i�e�t g p ) ugb ills well Zoneline IV heat pump as manufactured b General �� Y f , ' I • Development Co. for review yand selection . � Ei TiC Clsapat�t. N�t'�F�l..-.-:�-�'��7q�D.�� •�W� Go�.IL,I-E #�i?AC� GTlO (GAP' 2) Fences to be constructed ° siding. i ng• �►PP 1 i ed to framework of 2x4 rails an � e 4x4 pressure treated O.F. posts. � �� '.fir.,,. • h'l %� �•CAgr1'�A�}' i�•dtLL��,4�y R�4G�1�'1A4- �.C�l�t'r.�•4��i'�F..rT.� c �r r tied !� concrete. ai lel%0 ;� .• ` Z) Units to be looted per 'plaa in rough framing open provided.. -- - - 3) Posts to be placed m.nimium 30 below grade and supported y Z • DIVISION 22: PLUMBING - w ��� 1 Provide all plumbing systems as shown on plans and specified herein complete y Section C Deck Railing P (,V1 S 10N 28: GYPSUM DRYWALL r i : C in In place, tested and operating , per state and Wcal codes . 'c - ' �� � 1) Provide deck walling per plan. d. � �� 1 ) All gypsum wallboard to be of type and thickness per pl4,ns and specified 1 2) Supply fixtures per schedule: herein. r 4 2) �EQI SAI l.-� �.r._ ; L-A, �' rs /41 X I �/i D Q _D Gallon (>AS , 2) A11 aeiliRys to be mech;ne brocade finish except at bathrooms and kitchen, �_ _. _ l� k�E��i-F' � �_�,p �,�y�� '1 1�D �L1 5Y i4KUF. . W 6� Water Heater State ;z- `l'' '�I., or equal .. �tdll �b• tifeHT FIXTURES > ®� C 3) All wails to ha.sy.a; Llexttrr+rut t epC`� 'E3ttiroonls ani`ata way foyer. 4 3) Deck `U Q• - ` - -�-- 21"x24" stainless steel sink ' - -- ----"-�"`-� - Kitchen 5 i nk � D k ra i i i ng to be stained to match building' tr m. Section A - Rurchaser Opt fon Fixtures w 20 Gage Elkay #CR 2522-3• 4) Prepare 'bathrcrom and stairway foyer walls. for wallco'ver. ''` Section D - Mail Box Stand ® tno�M 0)41 American Standard N2122.448- i) Purchaser to select fixtures for dining room and entry with allowance from r� I"' � Water Closet 5) All windows to be wrapped with v�C�b✓ C,�S!r`� ,Jizf'_ah.+;J '� ' lighting supplier's showroom. 1) Supply mail box stands of type and location per plan. Z Bone. rt•�-- 6) Ceilings at all lower units to :save 51811 gypsum wallboard Installed over .a.a Lavatory ✓^JT c�� American Standard #0476.02$ - resilient metal chanels (IRC-1) attached to floor joists. At areas with 2) Suggested aFlowances for dining room fixture is $100.00 and $40.00 for entry. Bones framed soffits_ 1 attach gypsur wall hoard directly to furl 'ti , mall h�(� ��11►IV X E.C'-��l�f•{ti JP •=•�- olr��•..- Qf�_.�Ot�i:..��{-c7�•IF- k3) Electrican to instal1 at purchas_r s 'direction.Seat #40 Olsonite Plastic, color �� C,i�'�� -_ : ,7i I�A �-S it�Q A-r He. ►cJAIL . s ' ,� p, DIVISION 37:_ APPLIANCES Q to match water closet . DIVISION 2„9• METAL FIREPLACES , Section B - Electrician Suppe led Fixtures Anl,� fTal� vIC� TIt� ' Sv Pl.iEl7 �IsCT"UP..�`� ---- • Section A - Builder Supplied Appliances , 1) St ted type from schedule or equal : Tub/Shower D-6 by Dura Glass , 1) AI I fireplaces to be ,�{,+'� :,J1IYY a % t_.D ;'� r pU4t .-Wt-t"i P,ttGli�l�, C�LA�,S - -_ - n color to match American V,� r • - LIGHTING SCHEDULE. 1) All kitchen appliances to be 1 982 Madel year General Electric or equal per Standard - Bone. L(;CATTnN_�� — FLOM PIAN/FI.(TURE AUAKITy �tY _ schedule. ..t II �* GSD 551 2) Vii, . ! l f G .c:.• ii -•Y 1 L'.G. MSIGs'►J (i' ri Disposal GFC 3101400 48" Shower S-4 or S-5 by Dura Glass. `- - o • C o (Note: To determine quantity of Color to rmiteh American I' DIVISION 30: OMIT �ijr' Ur l •��1 �4`r��C '1' �i1` 1/I TJ`(I� �`� �'t� I_�PF"� I i{Phe fixtures needs n see .rn+�h Range JSP-27 Standard - Bone. CL.04F7t-> a��Y � "nits °"u. in bullc.lnq. Sec Micro Wave Oven JVM-48 • i ti � ' " Sight Pian.) �' . . F\AtJ F- Tzit"i KiT (LP1>✓cF_� #o3-got $ 3) All control devices as follows: • DIVISION 31 FINISH MATERIAL ___.____-__ swIledb LI htih Co Su liedb t icl • 2) Color:, to be selected from standard manufacturer's colors. • . CasaRe (See Plan) Fi<tuNutonceMtolOx seiecWall tednt T — 3) supply #8-200 Guy b Gray. Section A -•Millwork "- -"' Washer/Dryer units to be Frigidare Utility pP y I Zub/Shower #636 WS Delta . utrr, 1 1 I l i 1 1 1 1 1 1 s t I by Buyer _ Kitchen #110CM Delta. 1) Base and cas(ncd to be Z,�;, 1,. .i :vi ,ai_.profInIsted. „P�ys___ i 3 3 2 -Recess er oy #522 WF Delta. I __WM.r,l" - Lavatory l Light e�Tsb06�T er ng down 2 2 3 2 1 7 s 2 Lrght � rxtury to a fe cote All to be chrome finish , except' 1laundry supAy. Di„tn t 1 t 1 1 i t 1 I 1 i I ! ► b Buyer,_-_ _ l �wl,) �'�>{'i i( -� �,�J„ ►'l , iIt�� in1� ,IJD interior claret shelvingto be lt�nnstructsd of artical board with finished r'>' °`` r o er r ' bl p .� up 1 1 t 1 rl 1 1 1 _ Cyewlt edges sized per plan. Tel,r�<< - DIVISION 2 3: OM l i r - PQT�A'FR"f`T—�u—r � i , down 1 1 t 1 1 1 1 Spot ! tc en iT;nµ _..............._.. Section B - Interior Stair Handra l i up 1 1 1 1 t I I 1 Luminou4Ceiling lace DIVISION 24: OMIT M it Ir Ili-a •R a nµ T3 i6bt4 b6 4Tube ame 1) Provide interior wood stair boli r plan T'rrt ,i_ �� cFn, t 1 1 i t 1 i i Oak a IT P J �: (�. i t`)TGP.,I..C?[ c .en �n a9Ze r nq i✓A 0�E ST-r-7— Calling Light 1 ll I 1 Light DIVISION 25: OMIT 2) Stair rail to be constructer of ktin dried Y.G.. Fir or better. C° n Nutone d Cabinet Light- 1 1 1 1 1 1 1 1 1 1 1 1 Fluorescent 3) Finish to match interior m{11woiM'li used throughout project . tea•teT closet t 1 - 1 2 z e a 2 2 2 2 EagTTr-rzi��=l63�u e DIVISION 26: THERMAL. AND MOISTURE PROTECTION sot 'FAe e a - n Eager .RiSC�-01 Cel nq - •' Closet 1 1 I L,cht Section A - Rigid Insulation DIVISION 32 : OMIT �,i steVanity t ► 1 1 1 t 11-11 1 1 1 1 1 I _ valance Light Per t' ' -�i�r Toth-- u ny tub 1 1 1 1 1 1 1 1 1 1 1 1 1 _ LI t,t %K/Fan. 1•) Provide all rigi�sulation, per plan , t foundation walls. ! gi�a�-DIVISIONN 33: CABINETS v.l.na Llgrrc Per �with State Code Re ui rements for applications icat ions 2) All insulation to comply 1 q PP ) loll a. shown on plans. Section A - Cabinets Coil tn ] ] ] l l ] t t l l l l l l l Light w/Fan 1 insulation to have a maximum thickness o• 1 ”. '� � i ��-°� � ao eTi.f6'fTi bow- • � �' 3, ensu at 4 1) Cabinet to be Moft1 #1000flush wOlte oak with 30' reverse bevel dlpors and ? Spot ron interiors a 'Manufactwrelt by Park Place Wood Products , 01r-og� Cit _ , R'�tOne - - - 1 1 Ris or Deck 1 , 1 1 2 ] 1 1 I I I Mo,n,r ` 01egon or equal . L�°�entry - ` APPROVED 1 _ 2 1 iO111161 -/1 - FOR CONS TRUCT ION - __.h Rail - dr.,wn --1 #V,4) 60 r 2) Cabinets to be sired per plata. � --- - tisnte er hof- =�• retry i Retest J..� .. 3) Finish to be LI ' "1 I�^,1r •manufwrerIs standard colors. �i Dec, Chime 1 ' + i , 1 i t 1 t 1 1 i 1 1 1 LA-14INtorte (�•c• - '1' ` -•--- - '' �'erfect L Inc r Ground I-i[htln N2 400 j tjr rQ T�9 w/ 3$0- r ' _street L19htin _ (.r S�.t�', I �• PI2 OIII M V. 6!'oh:. _ ---- � � iii ' Y ., ,, , ; :... ,� y{:A �.•+. ..tom _..„+.r•.r..,w,. .. :",�•.. ...?�...`y. ;�.. ,., ,. ... ,, t..nt•n. .. 7!1Rfs»..+• .... . n +,ar...•...r,....-._..... ....._,....,.,_,,,.�,�,�.,,,.__•._ .... „. -._ .. ._._ e.n.•�!I' ^6•-'.waw...uunrw.".n .«-.. _.. _. .. ..--a .. ..�.... ......f_' .-• +,�.^..,."•-..".,..saw.. ._.-.-.....nw...-_ -_-._._ _ .. f •..., . � I I 1 1 1 ' I I I 1 �,I 1 I I I I I I I I I�1 ' I I I I• I I _ ��- .� ... ._ I i l l l �.II I I I I !) ( � I � I � I I I I II I � I I I I I I Illilllllillll�lll`Illlllllllllilllllll ' I1I1111111111111111111IIIlI111111111I1I11111111 ' 111111ItIiIII1I111I111IIIIIIItI1111111 2 3 4 5 6 7 13 9 i0 11 IC_ NOTF : I I THIS MICROFILMED ►... ---._ ._�._ - DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE iO THE QUALITY OF THE ORIGINAL _- DRAWING. OE 62 Be L2 92 S2 02 C17 2``? 12 02 61 FSI LI 91 51 Rel EI 21 : i 01 5 9 L 9 5 t, H1�111111111�1111111111111111111�1U11111111IIIIIIIIiIIIIIIIIIIIII11111111!1111111111111111!IIIII�IIIIIIIII�IIIII1111111,11111111111i1III�IIIII1111�1111IIIII�IIiill iii1Hi1l111111111111II�1II1I1111�1111�111111111Illllllill�llll�llll�'11111111ILIII�I111II11111111IIIII�IIIIIIIIItiiIIIi 11111111�111.1�1111 c 1990 UNE 40 X 04 • ' ; ' NAILING AND CONNECTION SCHEL)ULE K � r MINIMUM NUMBER OF NAILS FOR WOUO NEMIB>E RS . 1 ,WEPT AS.NOTED ON OIUMIMCS1 I(I, ( -. �« _ - .. - _ - - - �'. L B Pt R ,} I r T • --_-��__�. _ _ _ a .w.-.•.."._- r• \ . - ` r� (SHOW 01111J UP LOADING AS PER SFAW , CONNECT ION GQWON � "moor � �� 1 SNOW A' ANALYSIS) - - -- ------40 LO SO. I'T. lr1N.)-- -- - - - -- - -•- - - - - ---U.B.C. BASIC 25 11 PER SQ. FT. STUDS TO PtATES - END NAIL ?-16d ,L '1':)MI ----------- - -- - - - - - - -- - -- -----U.B.C. ZONE It 1979 COITIONOR - TOE NAZI 4-10d N 10P Pl Al FS b BOTTOM PLATES � nl • VV1IDAT IONS - SPIKE TOGETHER ICId 0 8" O-C, l� . 'rffWDATION SILLS ARE BASED ON A TOTAL LOAD BEARING SOIL PRESSURE OF 2000 LBS, PER - 1AP A INTERSECTIONS 4-10d EACH ilOf. JOINT SQ. FT . '"" FLOOR JOISTS (ROOF JOISTS) (CEILING JOISTS) .M30AT ION ELEVATION SHOWN ARE TO BOTZOM OF FOOTINGS AND ARE BASIC 810 ELEVATIONS . TO PLATES OR, BEAKS TOE NAIL • -a-10d • Q Y ALL FOOTINGS SHALL BF FOUNDED ON FIRM UNDISTIIIR8FD ORIGINAL SOIL. SLOCK114G TO PLATE - TOE NAIL 2-10d — 4. All FOOT 1N6S SHAH BF A MINIIt1111 OF 1 ' -6" BELOW ► INA.L GRADES ;R If -011 BELOW EXISTING BLOCKING TO JOISTS EACH ENO - • 1"RA6F , WHICHEVER IS LOWER. BRIDGING TO JOISTS 2-104 r r 5 All DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION TOCORNE R S TORS 1(I1111 6 12" O.C. • NEAT LINES, 1 2X LAMINATED BEAMS j0d 0 12 T i R STAGGERED r ROTTO.M OF FOOTINGS SHALL OF STEPPEt1 FROM FL[�Af1ON TO FLEVATION AT 2' -0" HORIZONTAL. • TO 1 ' -0" VERTICAL STEPS OR SHALL BE SLOPED NOT TO EXCEED 1 VERT11"AL TO 4 HORIZONTAL PLYWOOD SHEATHING •1/2" INDEX 32/16 (OR) � t WHIN APPROVED BY T11F ENGINEER. 1 , ROOF SHEATHING 5/8" INDEX( 32/16 Al EDGES OF EACH SHEET A BLOCKING) A WALLS 8d 0 4" O. C. '.r COACRETL - CAST IN PLACE • AT INTERIOR OF SHEET' 80 0 10" 0 C . 1 - Ill �TRM3H.4-L _t.;EVELOP A MINIMUM 28 DAY LABORATORY CURED CUMPRESSIVE-CYLINDER AT BOUNDARIES OF ROOF 31i 0 4" 0 +. . ) STREtIG' H OF 2500 P.S. I . FOL' FOUNDATIONS AND IIiTERIOR SLABS ON GRADE 4 3000 P. S. I . FOR OTHER CONCRETE EXPOSED TO ELEMENTS ~ 2. A MP11MUM CF 3 CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH 100 Cu. YARDS OF 2• FLOOR SHEATHING 5/3" INDEX 32/16 AT EDGES OF EACH SHEET, BLOCKING 6 HALLS Bd 0 6" O.C. � EACH CONCRETE STRENGTH, CYLINDERS SHALL BE TESTED AS FOLLOWS: 1 P 7 DAYS; 2 ;3 28 AT INTERIOR OF SHEETS 6d • _" O.C. DAYS. AT BOUNDARIES OF FLOOR 6d 0 b" O.C. 3. CONCRETE CYLINDER ASID TESTING SHALL CONFOR!1 WITH ASTM SPECIFICATIONS. APPLY 174" 0 CONTINUOUS BEAD OF 3M4314 CONST,UCTION ADHESIVE TO TOPS OF All JOISTS, rl 4. CONCRETE, FORMS , MIXING, PLACING AND CURING SHALL COSFORM TO ACI MANUAL OF CONCRETEBLOCKiNu r c r AND PLAT£., IMMEDIATELY PRIOR 10 PLACING PAMIEl3. I PRACTICE , 1976 EDI110N, AND SPECIFICATIONS. ' + ' 3. FALL SHEATHING 112" INDEX 2410 . • _ BLOCK ALL. EDGES WITH 2 x 4 FLATS A-r 64C> �u NJl ckA_y AT EDGFS OF EACH SHEET TO STUDS, BLOCKING 6 PLATES _ Od 0 4" O.0IC �� " d• G' LIGHT METAL PLATE CONNECTEIT WOOD TRUSSES AT INTERIOR OF EACH SNE.ET - ,. 11d ! I10" O.C.___._,IoA tf,4 hO C.a- c*. Aid _— ® 4i1�•G � � f R0-s' -.�L L MWLY W�H- U•F.�-�ANDARD NO. 25-17-79 OND ALL PROV I S IONS OF THE A". BOUNDARIES OF HAIL __ -_ _ _ 8d 4� 4" O.C. TO Q so 09 c" OE�IGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSFS OF THE TRUSS _j Plt1TE INSTITUTE TPI-78 EXCEPT AS OTHERWISE NOTED. 1!2" GYosu`1 SHEaTHi�;', WARD #11 GA. x 1 3/4" It 7l16" "M6" O.C. All TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL BE MANUFACTURED BLOCK ALL EDGES WITH 2 x 4 FLATS OIAM!i4B PT. GAILY. NAILS � 64 AN APPROVED MANUFACTURER. 9 ALL STUDS, TOP A BOTTOM PLATES III 6LOWNG 6. O.C.., 3. MEMBERS SHALL NOT EXCEED A LIVE LOAD DEFLECTION OF L/360 OR WORKING STRESSES FOR THE ~ APPROPRIATE I+r,AtERIA1_ UNDF9 .". TDfl1L LOAD OF '40 PSF FOP ROOF MEMBER. 1/�" Gyp" WALLBOARD 5Q MEN NAILS r 'J 4. TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENG N R P DRAWINGS WITH REGISTEREDPR(IFIESSIGNABLOCK ALL Ef1(>.ES WITH 2 x 4 FLAYS 6 O.C. ---_-=---- - !! ALL STUDS, LOP 4 BOTTOM RLA'!`1fS'� •1C'O> Kt1i8--e""-?:'C; -�-�___ ,�..,... ........N.�.,.._....•�.:rw.� -.�__....�..._...__._ .._..- _-_ _ l ENGINEER'S SEAL. HOP DR W N H L SH CLEARLY ERECTION PLAN MO ALI- STAY BRACING FOR TRUSS COMPRESSIVE MEMBERS AND REWIRED CONNECTIONS. 5/8" 4 5 . ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRMSFER BLOCK WALLBOARD 6, CODIER KA115 - J} BLOCK ALL EDGES itITH Z x 4 FLATS i' O.C. AT ANY MEMBER OF 2000 LBS. ,,4D MINIMUM SIZE OF PLATES OF 3" x 5". " ` � T AN 3 - Lod ! AI;I STUDS. TOP d BQTTp14. PLATES i BLOCKING b O.C. 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH 1-SIMPSON H1 CONNECTION D TOE NAILS UNLESS OTHERWISE SHOWN. do 40 7. DOUBLE JOISTS UNDER MECH. UNITS UNLESS OTHERWISE SHOWN. .__ _. ._._...._.._ _....__.__._� _.._. ._... THS WOOD Q01mulga - PLATES TO CONCkTE FOUNDATION WA1r1.S 64141., � IO" A. IftT # 4`-a'"' %.'c' '�tt?p N UJA U.& � 10 (41 GYPSUM! WALLBOARD ANU •IIEATHING BOARD I . GrPSL0 Ad-B-001) "l1ADh ibN��R�+l TO ASTM C3G- 75. Sl�" M x Glx°' - ;• �.c, 1 . or T. AYPSUM SHEATIONG BUARL SHALL CONFORIM TO ASTM C79-75. a ., N 3. GfPSL1M WAI I '.,OARD. SHEATHIrir, BO APD SHALL BE APPL IED t11T;I STAGGERED END JOINTS- Alp l� R�-T 11iSTAlLA�i'I4N: PR£•pRlt�t Nix.ES FOR LAIC T}ff�A� 1 �. R ) • it 1°�1 VF'` ► NC(.1F 1C�rT 10'1; Alit) STRUfTlIR1`,L NAILING SCHEDULE . : • I'w1 •fir r\ '. S r -i 1fr ems, FRAMIW, LIMBER ; 1 SW THR>ErlwpS Of LAGS INKDIATELY PRIOR Tx1 INSTALLU� �� � t � �•�' • '` � °Q C�� 1 1� To ' .G OMUT ALL AEA1B5 AND {,WIN WITH 1M�,. y �O • � • 7Ij � tN(. L UMf:Ep SHAM l CI Wf.;TERN NtX}OS GRADE D 'TO STA4dGAR0 WE R !1d . E N LUMBE R GRAD I NG MWI�IE STAROW P4.ATf�NASI %S LUMINA K.EM OR Mll m 1*4 ' T A. L.t }R I Oct I:AI. )f 11',)� • ••.�•.•t a4r• a v'._ r . ....w -+R,.."►,y..• •.. ",�►*rM,•. rA,+.-Rn.+.+o�..�. i l,v•}. "N y.uA�. :r'',' rrw� ' � I`� ' �� NO. 3 ) Fb = 1 800 OR STUD' 6RAlll ) Fc 385 •► , r ' . �. i E 1.SOD,tX10 n � � a1'4 , t - .• \ LYE r T;. INTERIOR Wp.LI iT!„)S Vis• ' } 4 '� STANDAklt OR 'BETTER ) Fb = 600 � AN GEI�m CIBIITNACTM S41ALL MIFY 4,11 DI0�,165ID►KS ,Bl,, eon 'By � LLJ � � t. OR ;,TUIj 1,PADE ) FC 1 - 3p5 2• SHb► CfIWINDIIS SMALL BE REOUIRE0 ON ItEY4Nt�(;+ktt�,1D1i6 �k��.�, � - � ” ) E 11500.000 IIIRIf1R TO FAIlVICATION. $; . T � ,• ,,. iA I F • JOISTS 0. ) Eta " 1750 3. IFII�T FtWX sIbl11•L BE PE44WXTLY ATTACKO TO II�N4 1 E • 1500 1000 S'Tf1tICTlM+ • ., )t r ` ~ ' ` .... 4 IIS STkZTUK SliAl,l VE AdIEiIY p E -, �.:t, !'•» r .• • r 1, d' it. REAM' fw An mu UNI *WE Ka � I r E Nn It Fb 1 0 S. ALL c01cam JOINTS SHALL. Fc L )65 COMI1CTi0R ! i'111 `- E L 6 �y� 1[I ) s .f OD'1.� ., • C�TR��j� ��� iM) i���A j, y "n♦.'��. •.. " T '�iMl •f} {. b ,� I� '• i��,", ',r '�'i� � .. ,. ' 'I�, . q a pyo �/� C .��y i _ TOM"s 6. Gy"w AIALL.9me is um ON nn�f S C�� T' MVIDE I�DIE I'r�RkIN6 �IL�SW 1 :S ,: R No . i ) Fb 7V M1AIll�tr ` r Jry*rl,'q ,7 a 7S+ ' ... • • r r v ~ E ,200,000 - ' ,.. _ l .....__ - ... ..__. _ - • . +•r« rr.1MAr)••� fir/+.v}:�,'••F. 11S•• .'' .y �., .` ;♦• r,� (J, --- F, BLOCiANV. PLATES A BRIJGING , - , r,,1� � t � ' r y. � i D0., � STA'il1nR;1 Of BETTER Fb = � `' ' 0 j� a'h 'k" , 4; , , • r) ?' t► STD:► '�RP,I)F ) Fc ALI 14BER" 4 ff'S (LEANT DI11EAS1(JN) SHALL Bi XIMUM 19" MOISTURE C R F , .� ) r, .; a ' "b ; f �T T A : . • I� 4NTT•r I�D.T� ^ - r' R 4. 7 It. � I , ♦ 7 1," , gr ) i rt. NPOV114 5ULU, Bt ',Lr,ll�; (SAtlf DPLT)l OF FItF FR . , !'IO Of1TIi 4f ,. . y. B ) Mkt L PO'i NTS OF SEARING AND E: x 4 ` Am Ll s 60 FfBR Ala., SIiA1 L ,L'�0 '�� �4�• OP 1 i1r 1 Nv F► d. •D" U.C MAGI I HUM. "it w • �.y , L �fNffN1C111O 51111oIrL FLOE 11E'6d1ity)+' f t ;� � •��"• •�x' rr •. ALL. I.I�T'. 1W I_CUG[RS IN COWACT WITH CONCRtTE 8RtSWIRY CNALL BE PRESSOR£TREATED LEIN;fR KAY BE SI'► ARAT FR �'' 4:I? OM CI1t1CRETf ORSfil�?� With 30 L8. ASP t F �ld1� S� � IC EtrY. L �, , �__ �r 1 • DOUSl E '%L.L. JOISTS UtIDER ALI. PAPA1 LCI, PART IT 10145. � � + 1 1M0�► SIIr� c 40� 1(ii0• $toy' 4* QT , � ` r • � , h. FOR 'Ilh 1, ,M.G Sff SCIIF DLII.E ANO DRAW 1(IGS. s .r��.yx,.�. 5/.�APf .�lEflIE �y/ rt r 1111 • a 'T q } +' '$ I 1 1, , LYI:flOu Sl;i ATHiNG ,. ' v 1✓�" ''� E � '�,t ' '' . " ' • . '.r • rr 1 kit XLYWOM 'S+IfATHING SHALL flE CD GRADE , UNLESS OTHEANISE 1'. I G �D N SFIbWtJ. N� FXTERI�It � � " r' � , � -` �. '�► '` ` ' 1. � ';� - 1' iLAlhtl !,('T�Ii1ED is ACCORDANCE W; I PRQpUCI STANDARD MyS►1.74. + . r ",F imp EA" W CO CE TI A. ROOF SHEATHING 1/2" OR 5/8" INDEX 32/16 ►': , �. 1" b 1�« �Ar,E (w B. nECr 5 314 ittDEX 411/24 T f G � � N •�� ;� ` b � � �, � :.r. C. F i. 5l " INDIA v t' ,r'j; 'SAN, NAM $t;Elt SEAMMO 4�$' 321.16 '�• D. MILLS 11 " INDEX 14/0 2. PLYIIOOU SHEATI11146 SMALL BE LAID WItH END JI)I#TS STAORK0, r''• "` j ''"., « Lo. Akt ! A 00 W 3t Of � 3. BLOCK ALL WALL SHEATHING VTTM Z x 4 FLAT BLOCKING AT ALL S. ;r, ' • 4. NAIL AS PER SCHEUULE Aho DRAWINGS. • • ' S. LAY OUT Pt Y'"D TO ELIMINATE ANY WIOTH LESS THAN i'-0" • " * - ... (. Ia 1 .r / ` -; , +'7"' r r .. � r J ♦ ,w , .�., ...,y. b, ,, _ .7+. . ,1 1 ,,, f r ,.n.�'•- , ' r . / J • ' , ^ 'T 'I J P 1M�AI! 'la�y J >M'P `♦ rl,' ♦ � .{ ',♦ ,..• 'y' * v • I �' t - .y ,� +'1�11�,11� r.. # a'A t kl ).}:y. r r rJr t ,{ �,• i .9�H�y ,," ` ,. , r' a '� (�\�1 '. n A T E ' • f - ..'• - .' + � ' a •t•I��-,�1¢} 1.�. ,'s�S,��p�' . ' r R ♦ 1 ♦ °f ,�..dt1Y' ' i , Y"r•' f•�y • . ' • , ► F r •y 'r s�' �• '•'i..- . '{. - r 1 i , .+ter. •1� • i• i i , �`�Q',.11' !N� .�.,a,,,;,,,,f....wl,. !ti�N.I►'R11r:�. a`l,��GP 1. l�• , y ,�IIIIIIIIIII�IIIIII�IIII11-tI1lIIII1IIIIIIIIIIIlIII1IIIIIIIlIl1►IIIIIIIIII ,IIIII �IIII111I►II�IIII111IIIIIIII�III�III�IIII►I►�IIII111� I,� , IIS,IIIIII�IIIIII�IIIIIII�IIIIIII`IIIIIII`Ill,ltl�lll -� � 2 3 4 5 6 7 8 9 10 II 12 NOTE: I F THIS MICROFILMED ► DRAW I• fS LESS CLEAR THAN THIS NUI XE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, OE 62 Be LZ 92 SZ trZ EZ ZZ IZ UZ 61 81 LI 91 SI b1 EI ZI II 01 6 8 L 9 S b E. .' ,IIIIIIII�IIIIIun�lullllnlunlllu�ullIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIII1111�J.111IIIIIIIIIIIIIU�IIIIIIIIIIII!Illllllulllllll`IIIIIIiII�II!IIIIIIIIII►IIIIIiIiIlIII11I11UIIIIIIIIIlI1111IIIIIIIIIIIIIIIIIIIIIIIl1I11lllllllilll!)111111111I1111IIWIiIIlI111IIIIIIIIII►�uuIllnlnllllltllnn il, NE 1990