Loading...
15525 SW 114TH COURT . t,11 L ,Z ot�Il r.Lf• -=4' J�(�- I(� �''= 7 Q�, 1 'c ki foal El"fIP•.Epr•.4C.0 c, c'_�F Z 71'>< 'U - �' - ;,c. ; IV � t• „f ,. ?� ll�E SCP° • �` , iPL , 1L+• X Go >5I'S _ 1 P _. ( V ✓�.+ LX � ,� � - �, ( �, 11 11, u; , � s••�-1,cC.,� 131.=%.t >:'-7 �/..I(r, __ � I�� J \ ��' � y,�/� tom,:. --s:.I ;'r�2.c.>;.t c,rl ��x.��' �•1-t' ��. -- ••--- .JI f�T_/jtrn f 1 i,j4- L ,%•'F""_ '�-I �-T �1' � _,cj. ' :,.C, . 73� �' I d r 1 c k �! a f 1 %�I 1"I �til�� I f ►•1`;�% "'� I I.-L• �!JICi �i 1..+-1:�i�. x Iz r L �. ,a ,� n1 r I 1 1 z f' 1 E r / -T- '14I� J !ic' ..I { [.•/V �A 11 1/ 11 _ f I r I f C" L.�l . i�/J �FIJI--I h1 C 1 r�_.� r_: � '•�� `iZ4►- i�j."�� ��• F-•�.1�_ 1 + { rS _ 1 r ' ` ' x¢. ': -11('''.• .'.• I C.+1 7 _ T-` j ll T• [ I_ P� C� �,I�I.J LJN G yam'' Sc��►r.D r P i LL ►,� �{ 1.t I r I I �---�- I I— L,c I �' .i. -i i L 11.11, t J►.lfr _ �}" I`';- r11 C3F,- :c a� -.� I /� n r,��} TZ9 SLI kv f rii - e I� � 1 /�Iz7 t t �_ �_ _ X E, � • a � LJ 1. ._..-. I w;�- /'. / ...r raw - - • - �,� JG f` G.wl ,L (Z 44 (E r tjl l7 '��;- -,,v 10- {� J � 2-c}" o � . t►I/ ;'� �— Pdr10 UI�►rI r I,I�/1 r _ ><�. t���, x �.a�r I;lam v _.X L- y, lZ x IZ N/ 1��11t 11k�„p 111 - l_C� fZ L Gt L ` r _���q I _ �{�c 311 SCE:✓('��t�Gr low- - � 1�,�'N 7 �� :- � , l -� �G.CID T�✓'� � 1 rxs7v (-,E - MuK C 2 �! -rel �e v ( s�.di� /�. :1 -o ( tire[ e �a-�j r �1r>I:__. �L�,//`-.—j"tv'N -�,_��I-� �.�5 1 �r,.l.,f,� { j j I`� ',::.. � ��-��c•(p _-�.�:�-t=� -- led k" L11 17 F1:11 I Is mal LI` T 1 1�•%r � , .1 I/_N '___-''•�` '� / ; ' TY" ''L/.1 t I ca ho 1 C.:.• F-I�.71.1�_ I'--1 k"_E.t^�. - - I -E.. 'o: ,A l' ° rr L1 •'41xj�{{ �.�t�� � rl�� C'- CG W�LL• ( ijl:(�C��2 �c *� „ 1z 'x IZ" : lrlvi�l I °v. R71 1 f"1 J r •.*, � �yCt � , , t�l� Q5 1�S�' I-t� Lex �li� Ir1�-� O� _1`�.-)�'� r - rUI IC t c T (tea , T l o rt G E-T-Vj E t ,�S- �'�-, r `�•$� . �a�.,,s ^�� �(�F 7�1 1�•rJ'C-� �/�.LJ t�I.,i%�•� I J �_.�1�1 l.�C_`x_ � - t } .f�•1{_ t ,_ J✓ � � _ r MW,. fZo.� G}�.' i f_-I%. �lat�C>L �_ 1 x iU ��; T O —acv •�._�:: .�r .��s��`'st+, �1��1.,1, �z.' �"� IZ �cp I cm go CL z if it �— Tf-� � 3k c � U 04 �i# A 7'�� r:e �•�•y F1•�� i�_I 1%� 1 I ��j��sei 'r/_"> �f71r�.J�[� ji (�_ r�� C1-1 + 1 t�., ,` ,�. +i ,;/ �. .1. x 1 s,/, �'l /[r_-1 __ 1.✓ f `�"'�'-- �- _ ( •` f7 /'' 77r_- l v 7 .1 I .ri r ;. � r 51� S O T CI".sES �'lCn j Gi�fEV 1 ,/ X S/alp VPC x (. ► �.0 {. G' St,aP� )Ja L b l o d { \ 1 , �! c�„ jIC z ,� � c PIU_ VL) p J PLAT-ii ►,��JzC.. 1 ` , . -. •.. ,. i .��•.•F ,C.�,rV 'V !�.7� �'"- I ' vii �, �• , / � ` 1 -1' ��c V. �.--'�-�y :'t��c• �-�` Up j r �� LE�ELr LL�� 1! a "kr"{»� .y:.r N•. a+��, t}.l r N`P',1 9^+"s•r ..r........, • —.-r.�•.,+r a , r M l�/1, .*�''�'IMaI•'h. �No„ ' • :.,. .r _ CIDIKA 'IN fLAT1 4,; DiVIstM.141 INTERIOR DOOKS Change ordhnrs, es required, wi I 1 fror n*#%4* W w Ow Design Depen usent o` ti/K:t ion A - Curr, Grade S' abs , I+ar r►.ar'r . Ps soli , w,°�, �� r . Sect ion ,a - Interior Doors w• ; Tualatin Pevelop�tt Company t. 1j Provide all concrete fiatwork for on-grade slab flooring , walkways , 1 ) Provide all interior doors as shown of type , size and swing per drawings Change orders shall be used as the owners morins to alter work !specified in patios , exterior dock topping , steps , entry stoops , and other exterior and specified herein , complete n place , tested, with all operating GENERAL CONDITIONS the construction docuMernts due to errors, om!ssions, material shortages, on-grade slabs per plan. hardware. substitutions, etc. The Estlosting and Purchasing Department of Tualatin Development Company 2) All on-grade slob flooring will be pourt_d !,;vel and true witF, respect Passage Doors ` to the s cifiecl rade per plan . Hollow core flush with will be responsible to verify the change order requ,sst for cost or credit 9 p Birch Veneer REVIEWACCEPTANCE OF SITE, PLANS, AND SPECIFICATIONS with the subcontractor. Bi -Fold Closet , Laundry , °r Y All (xv-grade slab flooring will be double steel trowled and free from Linen , Entry 6 Walk- In It will be the r derstanding of the owner, Tualatin Devalop1ii11sntCornpany The Construction Department of Tualatin Development will be responsible for bumps or hollows . Closet Doors '1 /2 louvered wood that the subcontractor has completly reviewed and has accepted all con- Issuance of the change order to the effected subcontractors. struction documents (plans, specifications, scope of work, etc. ) and the 4) All concrete strap be either premixed or transit mixed w; th a corn- Pocket Doors hollow core flush with ;:roposed project site at the time of bid submittal . pressive stren,,ith of 2500 p.s, i . at 18 days . Birch Veneer AVAILABILITY OF SPECIFIED ITEMS !'i) The subcontractor shall be responsible for proper staging and placement Unit Entry Doors 1 - 3/4'' solid core flush with ' Subcontractor will verify prior to bidding that all specified star►• ;rill be of a'I '1 bolts , cc�nntctor5, anchors , and other related hardware. Sub- Birch Veneer (1 hr rated with available 'n time for installation during orderly and timely progress of work. contractor will protect all concrete from premature drying , vandals , freezing , and harmful effects of weather . 20 minute iambs) install with DESIGN SPECIFICATIONS y , self closing hinges , unless In the event specified itoms will not be so available the subcontractor will otherwise noted on plan . Fou-°{ p ► 6) Concrete shall be rt►ecflanically vibrated sufficiently during pour to U1F.tar►a�'�fIZ1Pyf.D ' riT�Qt,pLKlr•-ice notify the Design Department of Tualatin Development Co. , Inc. prior to bid assure a consistant homogenous mixture throughout . 2) Doers and frames to be pretinished to match finished interior millwork used submission. DIVISION O1 OMIT throughout project . /) Exterior steps will be constructed with a minimum 15" tread width and f , ' y All costs of delays because of non-availability of specified items, when such a maximum 6J ' riser height . 3) Provide all door hardware as specified in Division 38 , Section B, herein. C� delays could have been avoided by the subcontractor, will be back charged as DIVISION 02: CONSTRUCTION DOCUMENTS 4) Subcontractor to supply complete color and finish samples for selection to t � necessary without any additional cost to the owner. the Design Department of Tualatin Development Cu . , Inc . for approval prior Section A - Civil Engineering t Site Development 8) Ramps will not exceed a maximum slope ratio of 1 - )5. TiTUTIONS OF SPECIFIED MATr.RIALS to production. • • ` 1 Plans Specifications f s ca L i on s b ) an s and P ec Y: 2) Structural Engineering by: 9) All exterior patio , and walkway surfaces to be exposed aggregate with Proposals for substi'.utiens of materials, ega:lpments, and methods will be " y considered onlywhen such proposals are accompanied b full technical data epoxy coat surface finish. ^�! : G `- p p omp y �iOr�►� �c>I��U �—'t"At �'�� (IJa:;• Dale Haller Engineers DIVISION 15: GUTTER AND VENTILATION ) ) ...`M. and other Information required to evaluate the proposal . c— 16074 S.W. Lake Forest Blvd. DIVISION 08: OMIT ( \ I(AI �'�' (�r�r� � g 4 Section A - Gutters and Downspouts li'1 .. Lake Oswego, Oregon 97 3 - proposals for substituLlcylsE,wit { be submitted to the Design Department of �Ol•Z l-,rte• OR�G-►Oil �� '1-2�1 (503) 635-9418 DIVISION 09: FRAMING MATERIAL 1 ) Provide all gutters and downspouts shown on the drawings and specified Tualatin DevtloprtCompany ' 4-o::;) � herein , complete in place , tested and operat ing. Section A - Framing Material • "' hs'� ; Eco not 'substitute materials, equipment, or methods specified unless such 2) All gutter and downspout materials to be 26 gauge galvanized sheetmetal . I ':,r•. d"r;" substitution has been approved. 1 Section B - Architectural Plans b Specifications ) All lumber is to be well seasoned , air on kiln dried of uniform moisture Vit" content free of dr rot twists or splits and sized 3) Gutters to be 5" 'K' style facia t g direct ) to end of truss tails . A. � r'` �'.� .!CTS BETVEC�,N CONSTRUCTION DOCUMENTS 7. ,_,• 1) Plans prepared by: dryrot per plan . Y type mounting y All 2 x 4 studs to be standard or better 4) All materials to be r'med ant; read v ' Should any conflicts actor in or between construction documents, the order 2) grade Coast Douglas Fir. All P y for paint . _ ' .i►ence shall be as follows: a.Yn��l �����• �IaN �_�-�� ( rt—jAi� �jv, framing lumber other than studs to be #2 Coast Douglas Fir. All beams of prece r to be #! Coast Do'1glas Fir. 5) Downspouts to be connected directly tc ,torm drain system. _ ' k ' , ��P'T, 1�� � 'j„!S•��II�� C� S1L�N 3) Pressure treat all sills plates sleepers nailing blocks and ends of studs Y F- (� i) General Conditions 1--4 T(�Mr'�1��i--j k- (Sir• R \J 2) Specifications Q --� 1�E 12� and posts in permanent contact with concrete. 6) Downspo,its to be installed , per plan , .. 3) Scope of Work �JG'�T•1..�-1�.�-1P, OFZ�,.C�O�I g`1211 �• � '„ 4) All lumber delivered i vered to project site to be stored 6" above ground and ro- d. 4) Large Scale Drawings (Details) (503) ¢111 p r, tested from weather . 7) Downspouts to be always installed plumb without offset . { 5) Small Scale Drawings 1 6 Project field Superintendent =t Section C - Landscape and irrigation 5) Roof and wall sheathing to be }" 4 ply D. F. C-D grade exterior glue plywood. Section B - Ventilation In an case hots ! ' the Desi Department of Tualatin aevelopOint Company J 1 ?� Y . Design P n a r immediately for thrci; considerat lop upon finding conflict and prior to 1) Plans and Specifications by: 1 Vent all�, r ) FPf i a n c e s , directly to exterior , per plan, providing any required proceeding with wank. 6) Flooring at upper level to be Plywood subfloor, nailed and glued damper systems per code . David Zimmerman , Landscape Designer with 1 1 /2" lightweight concreie 'bver. r• . Terra-Sol LandscapingLtd. 2) Units to be vented to roof vertically through interior Mall framing and . 7) Provide " D.F . C-C. grade plugged and sanded exterior glue plywood at all installed tight Into roof jacks or between fl ,,ry. w .ri..E4i'?; *:- ''..`f E .D SUPERIMT+EMDENT� Tualatin, Oregon 9 P Y g ) � t floor joists per plan. roof and deck overhang exposures. "ljtrti>xe'tatin Oe+/eTa ; Company will have at the project site, from start to (503) 638-301/ 3) All vents to be properly fiashed and caulked to prevent weather infiltration . 8) Provide all fireblocking as required per Code. #finish of construction, a responsip pu1`erintendent acting as an Authorised g) All Simpson Hangers shall use' t- Ko 4) All venting material to be galvanized sheet metal . Exposed surfaces to be `�pnt of Tualatin DaveIop t tomp.il ry - 1►+e superintendent shall be on duty _ P g Jorsr t-b�rlv�K r,1A1LS al r>irtg.oll working hours. ' y Instructions or notice& given by him shall Section D - Shop Drawings , Product Data , and S•Wi es DIVISION 10: TRUSSES painted to match material directly adjacent . Importance as If given by the owner of the project, Tualatin .w �idlre! ' •Pompary the project field superintendent shall be responsible 1) Slap Drawings shall be prepared and subsritted by subcontractors Section A - Trusses S) Vent attic area per code withcontinuous ridge vents and gable end vents for l r ". " t.lr�`.i'``supervision, scheduling, field work authorizations, crud specifically, but not necessarily limited to, the areas of work per plan. a ykr 4 '•wprovAl of work prier to pr+yment of the subcontractor. listed: 1 ) Provide all roof trusses (.omplete ,and in place , located and sized per plan . MC Electrical MC 2) Trusses to be constructed with pitch per plans. Trusses t•atbscwtrMttcW• joust meet mar approval of Tualatin Develop iAR+°Company Cabinets 3) Trusses to bear directly to top plate of exterior wills , per plan. Toe DIVISION 16: ROOFING W9tYactors are expected to be accomplished craftrsraen of theft tt' 11e wltfi Plumbing (if required by permit) nail with 16d nails at each end and tie to to late with metal hurricane y' °0 s•e�tr.totion of being able to canplete work tsithin their specified area to P P sell clips. Section A - Fiberglass Roofing .,• lehle highest quality of their respective trade. Subcontractors will supply 2) Shop Drawings, Product Data , and Samples will be submitted by the 4) Truss supplier to submit detailed shop drawings and truss layout approved $6 Tualatin Devuloix ent upon request referenco:st representive work, securities, subeontractio—.rith reasonable promptness and In such sequertccas. by a registered engineer to the Design Department of Tualatin Development 1) Roof ing -T�) SC •ti351► ASP►iAc t' _, ,-Je as manufactured by Bi rd and Son or rlNlo�r/`ik bond* as required. Tualatin Develope" 't Company • reserves the right to cause no delay in the subcontracted work, work of the owner , Company for approval prior to fabrication. Trusses to be engineered for equal , l I Ali reject any subcontractor upon failure to gaflify requirement necessary to or wr)rk of any ocher subcontractor. 25 PSF snow load , 15 PSF dead load except at i p garage mono trusses attached 20 YEAR . O + }!trove their ability to perform work specified. to main building structure, which shall be designed for drifting snow load .• tai, 3) Thee subcontractor shall submit Shop DraaNin 1s , Product Data, and varying from 65 PSF adjacent to main structure, to 25 PSF at 20 ' out. a K• i. TJk1AL PROJECTION Samples to4��(p _ DIVISION 11 . FRiW I NG LABOR i;• , Ot-A 2) The shingles are to be delivered to project site in manufacturer ' s original The subcontractor will be totally responsible for storage and protection of IJ�PT' -; F ' �41f4(7 t ( (el t4 I-i F 11-5 Section A - Framing Labor unbroken package and shall bear Underwriters Laboratory , Inc. Class 'A' label . all matertals and equipment related to their particular division of work. ajp0 N . fvlJl�i-��t� K- ISI— . DRI MO credit or compensation will be allowed by Tualatin OeveloplisMttCompany , 1 and exterior walls so as the are straight free of 3) All Shingles must be applied in strict accordance with manufacturer 's >� : F "I��'ND v�.. O 111211 ) Erect interior y plumb , ftw reasons of theft or daniage due to vandalism or weather to materials or t deviation to plan , and square within a tolerance of 1/8" in any dimension . latest printed specification by an authorized int.taller . equipment left unprotected. The subcontractor will be responsible for pro- Attention: Vlad Voytilla r. .i 4) Roofing to qua) far protection under manufactui gr 's 20 } year warranty for • >Qarettext of materials and work performed by other trades. k) Framer to allow a 14 unobstructed cleara,rce between studs for r 4) By submitting Shop Drawings , Product Data. and Samples, the sub- installation of optional medicine cabinet at each bathroom wall adjacent this product . ' u^ SUP LVScontractor represents that e as determined and verified all,. �F iED PROIIONS hhhd ..,...,,,_�!. � to vanity mirror . materials , field ►measurements, and field construction criteria , S) Subcontractor to supply to Tuatatln Development Co. , Inc . manufacturer ' s Tuelatir. Developliont Company will be responsible for and maintain the related thereto, or will do so prior to the start of workand that written warranty upon completion and prior to payment . ` proper operational function of the following; he has checked and coordinated the information contained within such DIVISION 12: WINDOWS f submittals with the requirements of the work and the Construction 6) Color to be Highland Brow per manufacturer ' s standard color selection. 1) Temporary toilet facility Documents• Section A - Sliding Windows , Fixed Windows , Patio Doors 2) Temporary water supply for construction purposes. 3) Temporary light and power 1 ) All sliding windows , fixed h►ndows , and patio doors to be aluminum frame as DIVISION 17: SIDING MATERIAL � `V• h) Temporary heat, as and if required DIVI;: ION 03: PERMIT'S AND FEES manufactured by Milgard Manufacturing , Inc . , or equal , per the fol lowin 5) Job office with telephone and space for storage of all fr, schedule and sited per plan. g Section A - Siding , . K construction documents. Sectr.on A - Building Permit Sliding Windows 1100 Series 1 ) All exterior siding to be 1/-L�l x 8"t- (_4�4, edar bevel sid;ng. it will be the subcontractors responsibility to provide any and all :necessary 1) It will be the responsibility of Tualatin Development '_o-nrar,� to Fixed Frame 700 Series equipment, tools, materials, skilled labor, etc. required to perform and obtain and pay for all required permits and governmental fees , unless Patio Doors 450 Series 2) Siding to be pre-stained pric,r to installation. satisfactorily complete all work relative to their particralar division of otherwise provided in the contract documents. C,3 m work specified In the construction riocuents for this project. CJ 2) All windows to be double insulated . DIVISION 04-05: OPIIT MEASUREMENTS � --`•— 3) All windows to be "Durabronze" finish per Milgard Manufacturing , Inc . • �� N�- specifications . Sect 'on B - Cedar Trim (a�Sj Before orderly+ an mater) 1 or perform an act of work specified in the 4) Provide tempered glass as required g Y ' P Y � P q per code. 1 ) i`rovide SI52Eyrade or better Western Red Cedar siding and placed per construction oc-tcumerlts, all subcontractors will verify and approve all field DIVISION 01' : (.01CRETE FOUNDATION plan . measurements relative to their division of work for this project. ---' C 3 . � Section A - Structural Concrete �1 �=-���U L���� G�t-� L-aL•-I�IZ- uNl'1✓''-� F�-i IG j ���(2_�j 2) Trim to be painted r�er division it is the sole responsibility of the subcontractor to notify the project field superit,icsndent of any deviation found between drawings and actual 1) Provide ali concrete foundation walls , footings , and piers reinforced , field conditions prior to execution of work. and sized per plan. All concrete will be constructed so as to not exceed dimensional tolerance of ♦/- 1/8" in any measurement and poured It shall be the assump tIon of TuaiatIn Dave Iopossht Company that the level and true so as not to exceed a tolerance of +/- 1/8" with respect DIVISION 13: 0TERIOR DOORS subcontractor approves field card1tions upoar► the colmtenceslent of work. to the specified grade. — -` DIVISION 18: OMIT Section A - Metal Entrance Doors "'ualatin Developobt•tompeny will not allow any extra ctorge or campensa- 2) All concrete forms will be clean well prepared and supported. Conr.rete ,.r r ,. tlon on account of differences between dimensions IndieeteO on drawings and shall be sufficient! mechanical) vibrated during pour to assure a con- 1 ) All connon foyer entrance doors DIVISION 19: GARAGE DOORS Y Y 9 Po Y to be ,f208 octual field conditions without authorltatleal prier to start of work. s1 .'•taint homogenous mixture thro y o, o,throughout . Therma-Tru as rrranufactured b Lake Shores Industries of Toledo, Ohio, in 1 ) Provide 9'0'' x 1101, 1/4 sectional ot,4 rhead Roughtex woodgra i n f lush panel 1!91', +accordance with manufacturers latest written specifications and sized per garage door as manuf.rctured by Crawford Door Company j-lic•_crwrr�t, Oregon , or equal . 3) All concrete used shall be either premixed or transit Mixed with a plan. y fn F fr compressive strength of 2500 p.s. i . at 28 days. 2) Doors to be installed wi ,h torrision hardware. nfp;r '�••Lw;:Y �i,tp 2) Entrance doors to be equipped with inswing style sill with threshold and 40 »,; {�f1x �►) The subcontractor shall be responsible for proper stalling and placement completely weatherstripped. 3) Exterior of doors to be painted , interior- of d(x)rs to receive one coat of of all br)lts , connectors , anchors , and other related Urdwa,'e. Sub- contractor will protect all concrete from premature drying, vandals, 3) Doors shall be equipped with self closing hinges wood sealer . ; '.y' yr, freezing and harmful effects of weather. ,i,. ' M) Exterior of doors to be painted per division #34. DIVISION 20: OMIT 4 Y ' AL 111111 1111111 1111111 11111 I 1111111 VIII�I 111111! IIIIIIII1111111 111111l11111111I111I111 ' 1111111 � II1 �111 1111111 11111 I I�111� III � I � IIII.111I1111111 I 1111111 1111111 1111111 11111 I •, ��'"""____ .,.. _ • NOTE: IF THIS MICROFILMED I I I I I51 i-� II .L I b � 11 121 DRAWING IS LESS CLEAR THAN _J THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, E t1111111,101 Z LZ L 4Z Z Z Z I IZ Z 6i l Ll i i 1 1v�i [ Il I 6 B L 8 9 f E Z I „ �,• Illi IIIIIIIIIIIIIIIIIil,. 11111 1111111 II III 111111111111111III1111111111111111Illrll�lllll.11111111111111111111 III�IIII I I 11111111111111111111111, 111111111 1 MAY 2 :-',,. �..p; ,1,...rn.•,w' .., .. '+.�+,i: r e`+^y�"' ''F�••'.�tr�"o'1•f: R,�'f:CP"Ai' M: r' ,. ,^n:•- .,•, .Yrt•.a . .•r.v, ,:.•r. ..4• :, ,,....ri ti .:.yrr ....`.Il✓,a, _ . .., ., P ti i �7rr.. !', r t. t�+F .rwtT �r•y.rr• �r witp'*Ti Pad 1 SYR +�1n1 r �. sPJ +� 1 �",�t.y f �} M +i�!'Yt" Mi��1y/�{ ��p (�y<• y� •'J\ •' ,1, W, i . �' #' �7" �q,� + 'F' Y M��I�' "�'T'TT-•�7�r �1 1M...� I.,J* .,,:'it rpm,s„ r r.Mrnyq•.M•y. ,p. hiA;:.. •.,. .4 . •_ •. ,'S.:4."',: •k+; . 't ?�'• . < , Jr ,y, .•�yr .Ifl''.'',eY:rR' ,•1 1+•. r ,2••Wu'a'4vI'rkr.. ^r 'rl°A 1ltq+4r I d. 7. y�t r{. V . , V •., ' a • ! • {r_'^_ •i• ' �p'r'.. Mr ♦. .,. -' y :,. , DIVISION 21 WIRING --` SOCt Ion B - Batt Insulation I 77; - 1 Section A - Electrical Wiring 1) Provide all Matt type Insulation with Kraft backing as shcawm on drawings DIVI OM 4: MIiRI Ave NAL ' COVERING 1IVISi0 39: MIRRORS t HAR011ARE end s pec i f l ed herein. �'�� ` I) Provide elec,t^( ical sytitem as shown on drawing; and specified herring . - • ` rIA * cursrplete in plar,,t, tested , dnd operating , including but not necessarily Selctil A Interl� /ainLlnL Section A - Mirrors Y 2) All insulation to comply with State Cade Requirements for application limited to all service , breaker panels , meter base , outlets , switches , shown on drawings. 1) Paint to be i�'iIILE,(Z lights , Gulba , and Ymir mny rt+yuirej , prr State ar:j lural Ludes . 1) 3/1�" float glass mirror free of defects . 3) All interior cunrnon wall to be insulated with 2) Colors to be selected from manufacturer' s standard selections. 2) Edges to be polished . ' Z ?) 125 AMP meter base . 1?5 AHP panel and I?S AMP service. 3�" thick miners) wool pacts . o ,x r . (ht.IKF�.� MotI�.1' Gg►J �tJvD'•rl!1J:�M� _ icLuf•H MotrJnl'f' pJ C;p,XhCnE. , 1 m 4) All exterior wall cavities to be insulated with Fiberglas Batts . 3) Kltchen ani! bathroaft 2 coats semi -gloss enamel . i )) Furnish and install all bdthrok,m vent /liyhtlheat units as required. )) Size and location per plan . Nutane x9420 or equal , 4) All other rooves - 1 coat latex low sheen Ono"ISection 5) Vapor barriers 90 be plated t o.ea r d '+e a e e d side of wa 1 1 , • tie r dm•te r!► .-:'�� '0 L) Supply %mc,ke delrcturs , I<x�ted her Ian . P S"tion-' B - Exterior Painting 6) Use fiberglas sill seal under all common wall and exterior wall sole plates 1) Door hardware to be kwikset Grecian ' at foundation wall . A f 51 Wire and �unnt'ct .ill OPPI ,.trice% , oer plan , 1) Etctsrlor sidlAD to bsE Stained a+th i�ILLFr� serol -t ransparant stain !) Unit entry doors to be keyed w/twto keys per unit . Trim to De stained with x'11[-L �rL heavy body stain V�1 61 Provide- 120 v . circuit for cic,',nPs dryer and 220 v . 7) Compton floor/ceiling aase.wblies between units to be insulated with ;J" , 30 amt circuit for mineral wool baits between floorjoists i n a c nn t i n ucru c .►scut e r to as to (, �O fm1•dt ell, ,r I"ta(eti .ppt' pian. - nut allow open voids for sound transmittance. 2) Siding to be prsdipped stained 1) Llyht fixturrt as listed ,n �Divislon ;b herein . prior to installation. 8) Provide R-30 Fiberglas batt insulation 1n all vaulted ceilings . _.� 9 3) Garage doors to bs painted matching body color , 4) Provide grand master key accessable 110 all ccrrtrnon foyers and all units. �) All light 5witchl tt• be Rtounted 36" above finish floor except as per plan Deliver to project superintendent . _ Section C - blown- In Ceiling Insulation L over vanities and M� tchen counter, 4) Entry doors to be palated the trim color. • 91 Ali •r,,; lrrs , e►, rr,t at .uur�te• s a'td vanities to be mounted 12 above finish fl.:rur , 5) Hardware •- , eerh bath to be 1) Provide all blown- in ceiling insulation iodated Per plan . Section C - Wall Covering 10) lnstell one single (,.7 s: i• rear- of each ars a rJIGrG' 1 - 30" cnrc>'rne towel bar - surface mount Nl,irj (,INIT' 4?-4tvf1t,-e, garage,r �I:4PhGT.VE ?) Insulation to be either Fiberglas or Cellulose end shall have a minimum ll ) rt w• re i„r tl.rraie d •t)r n,lrr•rrr , •, rauti rJ�Ir .�ye , 1) hath well covering to be selected by purchaser and installed ` tub-coatrac or, 1 - Chrome roll toilet tissue holder - ret s`. t - value of R-30 and a minimum depth of 9", Y t e ed mount Prepare all bethronm .calls for !wall covering, • :, Section 8 Tritpntne Prrwirr, 1 - Pressure fit shotwer rod (at a) I tub/she,wer enclosures) 3) All Insulation to c(xnply with State Code Re,lui retrments for appl'icst ion rt1. � tt• I..,,iNll. showin on plans. 2) Stairway foyer to be wall covered , In grasscloth . Select ion to " 1 - Obscure lass shower dcxrr 1 hrr•., • rs r ! � •ullt crxrplr[r anti upi•tablr_ 1„ua(r(t per iiia. . SY T.D.0 'X.��� �t�r�xT' 9 (kt all shtlwer stalls) 1 `'t yl - SoCtion ( Tei• ✓ rtil rrrr , � t 4) Provide baffles at eaves to prevent dispursal of insulate. Customer option bath hardware i DIVISION : FINISHED HARD SURFACES 7 ' r I u ulr.te dn(t rl ,rrabl �ec [ ilin D - Moi St u►/• P, �,(eitiol� Tub/Shower enclosu' r stmtver dojr % "/uhr(rtne f • arr,e I�l' I rOV iter � � Icy I I`.rl` r'rr'r'1 t• ,('r fl ' f C,.rr' / C I�c,iteil Ile•r plan , ( �. Section A - High Pressure laminate Plastic Countertops Nedicine Cabinet a el,'vrslnn ,Irti•n'il {,rr bull(tiny I•xa[ed In 1 Provide (� 1-11 L_ �( Q . vapor barrier under all interior conc •tte ►.e t�ttic area . slabs o� grade. •t'rrwi tr be wird :' r .tele tr this :+ntrnr'3 . 1 ) Provide high pressure laminett plastic countartops•at all kitchen ceyx►ters and 6) Provicle self closing spring hingrs at ed( h unit entry , \ vanity tops , per plan. Nilson Art and Nevamar 3) t be- n•+rfe ,r f 1 ) la v,th(;r b.)rrirr edges a ��Inimurrl irI l are acceptable manufacturers I , Pr ,v , : rein ,•cal I s: ut l,l r i . r' , t ah le to t•<,.-rr .,n , t p 1 (Formica brand laminate wt 1 I not be accepted) . DIVISION 9_U►RPET C�Ai,CA, C\ Sect ion D I�r ,r (h , •,t. 5(2t hater Froot inq 2) Colors to be selected from manufacturer ' s standard selections . Section A - Stairway foyer Carpet .�•-- 1 ) Pf uv i de 1 dgr,r h i.lie 9nd flush but t(,n pct' ort i t . v l ► ) side cr? tl all coat of I Is ad emulsif rr-(1 aslnalt ic. com:uur;d t(, the exterior 3) No Pull deck seams will he allowed . 1) Provide ' I• uJ� fJf,TUt2A�L_ ��L.-- Side of all fuurin ,tion wails ed;acent to Barth backsill . ?) l,Kate china, br„1 ,►rid transtnrmrr Ilei plan . 4) All countertops to iminvl!' t>.�Cedyin 11 Allow to Ar g 2) Carpet to be instal led over 40 ut . Harr Jut& comb iruit Icon pad, y c�xnplet.ely prior to beCkfill , _ 3) Cttinle to -be Nutclnr R19- 14 , ar equal , Section 9 - Tile dacksplashts _ Section 8 Unit Carpet 4) Push button to be Nutune P©-6L , lighted with riameplatr , nr equal , OIViSIpN 2 ): HE 4TING AND AIR (gNCITIONiNG 1) Provide 2 rows of lazed _ 9 3" square ceramic t , le at all backsplashes in kitchen 1 ) Provide• equal circle series cariret manufactured by Evans/131ack. (��� Ern�lf�,1 S) locate Section A and bath, / pushbutton: at entrance door per plan Electric _ ^I 2) Tile to be Maple Pattern Series .manufactured b Holly Gilbert r Y Y be t Company, or t Ua1 , 2) Color to be selected from manufacturer 's n Q C S Std lard SCIeCIIUnD • Prov4g I ) tested , electric heaters in each bedroom complete, in place , 3) Colors to be selected from manufacturer 's standard selection. tested , and operable. 3) Carpet to be installed over 5/t3" retx3nd Ind , United Foam or equal . J i 4) Tile to extend up will to microwave oven at range , �1•IG'�J � : MiN; �t -lF�GS • - ;' -,• Section E - Security System 21 Electric heaters to be ;v •f � remote thernx,s :� with '1 DIVISION 40: LARDSCAPING, FENCING, DECK RAILING c(xttrol Ittc,anted on wal 1 . Section C - Vinyl F1oorInxi and Base 3) Units to be size ! by supplier and 1 Section A - landscaping oration verified with Design Department , 1) All vinyl flooring to be Armstrong Sundial or equal . Petters and color to be Tualatin Development Ccxttpany, at the t )cele of bid sub!► issron. selected from mal:ufacturer 's standard selection , r Ref4r to plans and specifications prepared by others. 2) Section d - *at Pump ' 2) Base to be 4" rubber type of complementry color with vinyl , Section B - Fencing 1) Provide through the wall Zoneiine heat �Z pump as fIllan6factuRAG45CT IO (D by General 1 ) Provide fencing for privacy si.reen , trash can en lusures etc . , r • < Electric Company . Model rA387g�DJ.al� rich 6rillE /'RAG1►5CT10 (park Maple) G e Per pia, A 4 W A L.L Gi.S E , X91 A FrooM to r -_-_. ---._ ._ -_ 2' Units to be located 2) Fences to be constructed of siding. Applied to frarttewrlrk of 1x4 rails ;DIVISION Y2: PLUMBING F�r:r plan in rough framin q !,pen provided 4x4 pressure treated D.F . posts . F • 1 ) Provide all Plumbing systems as shown on plans and specified herein , complete in place , tested and operating , DIVISION 28: GYPSUM DRYWALL 3) Posts to be placed minimum 10" below grade and supported by concrete. ` P 9 • Per state and local codes . Section C - Deck Railing 2) Supply fixtures per schedule : 1 ) Atl gypsum wallboard to be of type and thickness r sans and specified herein. per P 3 ... 1) Provide deck rails per plan. ng V I Water rleairr �rTor equal 2) All ceilings to be machine brocade finish except at bathe r State '•:V-.S•' bathrooms and '• � :[. •,rt 1'•� J t r•+� -•r_ kitchen . -1, `� t. r :.', '< •'. ' '`�_-: Kitchen Sink CUTOUT 1'1 21"x24" stainless steel sink 3) AI I walls to ba spray textured except at beth.►oonms and stairway foyer. DIVISION LIGM FIXTURES ;• i 20 Gage okay OCR 2521-3. 4) Prepare batfiroonn and stairway foyer wells for v+allcov rS6 11 j Water- Closet s Sec t I on A - Pu r e ha se r Opt t Lain Fixtures jrl Efsr(' 1Z►.� (� G •+ t ' ..~ yK�520 ko .� t] 5) At I w► dow I t� l2G • 7 , � F!t_�-� i-• !'ION n s to be wrapped with 11„�<:'•i � ��.�l �' � ��'. GI�F_.A� ` ' �-I`-G'' r J _ 1,) , f_Lir, � UNn, 1) Purchaser to select fixtures for 99ItJItJv r� AND Et•T�Y llr�l tet- -. l�.lc Section D - kat 1 box Stand r MFG A 1 ! Ight'ing Stipp) ier s shotmmronet. - _ ' lavatory CtlTOUT ,f4 6) CO 11494 at al•1 laver units to have /t " 9'iPs�ssn wallboard installed over • +-• K21gS k_oHc_E,� ,�,�t•-rpr�i� resilient metal chanal5 (IRC- 1 ) atta�d to ftt'�ur joists. A 1 2 S 1) Supply mail box stands of type and location per plan. OVAL SAAPE framed so(f i ts, attach t areas with ) ugpeslea e�lowawces fOr dining room fixture t s $100.00 and =40.00 for entry. 2) r'iA1L rjox SrAtJ c i AYPstaitr' ►will board direct LY to funny. D �'�PP�IEo 1� v �o��A+ �F- I2�/tl�E_ Seat Plast ic , color 7 '' 5) l�la+rl 1'L� II��rALJ- A-r PU�ASEiz`.� ��12LL-rto� � S to nwtch water closet . � i�hl��t. Tub Shower DIVISION i i'.LLfw C.•IAi-I � V--6. A F T,,N L- �I>CN I�E`�; r ~. r• Tub/Shower ' .�,MA liOlwlR y F I IiE P LAC E S .• a y�' ire. �' � •I -,tJf -.l i�C� �r�"rU ri(.' I -(E.�1> L3 , t DIVISION 31: A►!•P1lrMNCES D'6 by Dura Glass , Z-HvL1� WP.VI .� I� �A7' '("YrE� �eOtA .}�F:L'�1� �(ZptL; 4 color to match American 1� All firr,places to be Masonry alied per plan. I int - 1 Standard - clone. �Y P�.':'=!�!!,• G1,k6�o G�'�R. ' lien A• builder Supplied Appliances 1) All kitchen appliances to be 1984 Model year General Elnctrtc or equal r Shower S-4 or S 2) Stick colors to be speciflRd by T.D.C. Oesig iDeparttts�t. -_r --~ --- - Ic.�- F,•-;Fr - q pr • .,� -5 by Dura Glass. � � T - -- Color to match American a - ^- - scl'mwkI Ia. Standard - Some. OtV1610M 39: - *"' Lfblp�►�� / /- T Dislm.�asher Yi.. AX / dttCrrinr roan tif. r ' GSD / r r.... 1 • + Ii►t Jres nred(n., S,,- r.r:Cr. • �i"*%aI CF(' 3) l'Y units occw in buildintl. Set' Mn� JSP-27 r All control devices a; fo' :�+s: r Sinnt �I<,• t , �tVISION )1 : F1NfsM W1T1~Il1Al Micro Wave Oven JVM Iso ` U', i 1 i t y Supply /ti-200 Guy i Gra :� < 1 .r'. b IANG� 'TV-IH t xt CCO3 Klitche�r 1636 VS Delta Or 1642 Section A - Millwork ` — - N„t ;7 [ t' j d) Col• he selected from Ker CZ r y r *`P . /110CM Delta. i tr r1 to oro standard manufacturer 's COIOrS . Lavatory 4. 4522 WF Delta. 1✓ Bale and casing to rm 1 I Nu rete tr - I 4N r/M e IIRI u, 1) ile s y r t a t o be f.i 9 i da r e .�' c J ..9 be 2 Vf+ Coloni•1 r t :v„. , p a i n i s h d• tr , 3 - '__`�.. 2 Ife 3 3 F�Io(z CSI-v5�'1`�-�I-I�v►NU •1v' ,� ”- _ - �- A11 to bt ch�r�gym�e/ finish . except IBundry Supply. L IIfiN F_11-11`7l4cc> Eix�ES �-1 D PC-p— ( r4 G >7 �'� PAt'--TICSI_r C IZp _d•vl as a r' C( .11t), , / �� r� MrA116 f =/'err .f�•. �� kG�i�♦ � INGIarVi�Eyj�, 31 3 [,.lure to � - l.�lUI�71O(J ?�� ; [;/`�i✓ J( �1 !' C> _ of 1$10” Flr(' v Buvtr e.t!'Grr. F � AlI r C-f/l� 3• � ' -!� ittC L• r �'�Pl� (� _ IMS► Ig to ler Pce4 [-i � V OMIT ) 6Y C 11 C. l.-1E F�� '' TA Yl f� TI i .r •� „ �__' I 1 i 1 ' DIVISION 1 S I ON 24: ,,.. , � t_.. ('f�i•� Pt.,At�,moi' rt 1 I Lu,^imow, Cr1I inq DIVISION 2 OM i T ) `SAI 2 k l �1 C, EiF: :.:C S T I_ �T E D D� k=1 l.i�l CSI FrU �///--,F'I r� o:, �r -� `-- r 6II4-Tube- t.7 I IZ l,5E_-"� f�''_ , I i m I, r '• • �� W,,t ,r,t,.Ir+ .r r7-:t ,. CIP <' '' n '' t' ' • . t w " N r >r h I L1.-I���R-K U, D I H�I�C�I-iOJ•�' G ' r I i i aht ra ;4 < Cr7 ' DIVIS10V 'j• -�- _' hutom. ,31 Z4. --- 26-: rNERMAt aN0 MAISTUIRE FROTEC7IDK• -(-' 1 ' ' _ rI � • . . 0 'tet � t I I Earle r:2 i-I Double „ • • !; ' .r r { , , S"t ion A Ri'14 1A�41 v _g� _�."-'-.. i - Sint UVi♦ ( Fanle :15 0 -02 Ck; In(. I Jr`{ 2,�j Ci •f'7 tJ F�T� —r:- --- g r t Is �.. 1) Provide sell rl,ld iAtistt)ation �a11/•` tfQlt r --- 1 1 Valan(r 'Linn! Per nlo, • 1. ' •; . ,, r 0 ,1, r r . 4>'� pain, •R t •-"R- � ----- T _ • 2) All ir;sulatlwt RLQ with *moo, ubrr— [Vi u t �' • ` 1 t r rru,Te` tic:,t 1' t '1 w. ' J -♦ shown I � to l y Ir Scats "fhMlrletta I 1. r •■y'List ,g111(► i. Light reran __�_ * •. �,: t (• %j c ._�___•� c .Z ill_illi rt d I , �, I) 'VINIC� .rT� i�_•-c` I'� I��I�f �-- i� ��� �- ' ' V.11 dnCP , is t ( ---, `,•. ,•"�!t. I,s • ' i..'"r ) a •-Y' ,r r, A • ' i ♦ ' . J �� 1, r •I ` C 1• S� 1 .1', r r-T�/•L"l-� - EP •...A t_ w�ITIS 7�a i�E.D G i��J '{ : Q ,.. r... , ,t ,, •r Y / , P '. r ! .�,• �. InsYltrtlten t NI_)� G 1Jf} Gr E ,.'1 ' w.: v Asea a wpllt'iwuw EAIeMnoss gat T�a1: ✓, if*i-I - PildCX� ,,� - L� PFs�i •��� J b[-1_ca' r�l I A r i' i� �� I — 1: ►. . �, IBJ 1� ' �1. .1. I ,t t m� i 't i 1, Y. ' t t ! '�i (�+�y �� T 1 r�r�� fjJi�. J �•`'C -�� , - 1 j ti�"�'� TTe �L .I'tA{ , g. .r + ! ;, / I• �' �,I •. s ; .? j �. �1 i , G �IFJ f'� Na �E oaK t,.11hh. Pul_ �. light ..!Far -- 1 4%t:�.;�.(' �r �')'� .tr j 4 �/e q M, , , 4w :,^ •.. t• ► 1 27 C 'I N f a•I r c v i. r f: . 't:i„ , r< . r. t.'.n••,,, 1 + `I••r t•' r g r �I, y' • 17 4 r '� � 1, ' 'i� .i rM, r .) ' r'•' r'r � m r ' i r^ s :`, .., 1 •/ ' I, I r 1 1_ -. _ __-..--_ __.— _—. ._ .... __.__- ','��{ ! , I •• - f, •t ' r'� 1{�r•� .(' r•� t' •' .'• � �y �-'��1 J.N ' * 1 < ' (r i t ^• l r ��/ ell II ( f,, I 'i., Lir ' Q� `i I, l ightel ier r 1104 •�� �t'• } + `i'a: ' i m i . T^o 1 { ) L•.t r — .r /r. L:o t T G �.—.. !C!!6 -..__--•_ Y ..,1''f=jft p"t .��t1• r, ,r,,c. , , f ... d„ar. i - --- `959:4_l (• eY,l '+•+• , ' ' r lr •• , r' Y , ..• , , ,'• ' - , ,1• . • t •n 1^• mmr int r' ' L i ghtol ier 61104 ,,•14 'Q { r ti Pti • ' r f '-{ rM-. 1' PetlSt ,\ i , ••{ t r, r�p1 rl�,t, , r �. .I r.i {•� e. 3 . r <'t . — -- - .— 7r • ,m.^t ' e' tM ► 1 '"r• 'y 'Y , r t. - d ) 1 ,} t r'- 1 ,rt l , Vr `I, tl�'J ;• +, U '`1 ! i i L.i' 1•. _ ' 4,rti Chime 1 I I r Y •,,, r'f' ✓ ., tr {� A t 1 .7� r ,(fir / \t GO �(� OA 1{tyj i LQ-14 Hut n (AQCeSSed! - dI[ iM'. f•R' �"� ` f • ,y 1j.i�ti'++� ''1(. 'yf� (�� .�,• . ,4'i' �t.1fl t,/1.,� •.J +ISij�,�•TT"�� 'r, tnCt lin - 0 1�,! '1;f A' r':.. y , r I rr(n11 -- - w- P * �' yi 11►riNO ' K ii I� I y 4 r. i •--.-� r1 -400 ►A' i tic : t� .� • �•i,�,- •1} �' .. -- �._ .. .► est Llglu :5., rI 'tern rra t5,11 „/ 350- V;+ •..r , fy .nl ��'t(r 112. 50W M.D.S. Bruntr 4 �'r •► t '�► �1t ,�� nn.Tl. ._ ,. x- , I T17T1TT1-ITT> i 1 - ---- f .��y ��.__. .•• 75 t s i l l -III III III III III III r I I(I III I(I- I '+ III III III III III Ill III I I lig III 111 I I I I I III III I I III III +I(I I I, I I I I I III III I I•I III I I,I I I III III I I I I I I I I(I III I I I A ,. � _ _-_..+a:-.at•rrlreirrr�!.• inI il �b till il �� NOTE: IF THIS MICROFILMED THAN DRAWING IS LESS CIEAP THAN i THIS NOTICE, IT IS DUE TO UHC QUALITY OF TI# ORIGINAL g a 9Z La 8Z 4a Z Z L Ta Z 6T L I LT T t T T I t IW. I T I 8 8 cTn .�II��Imilllll I ' ► I III �II►Illllfl► II IlllrlliIiHUII Ililll�iililli iilllil iliilll►llliiil ill i IIII ulliiiiliiiiiiiil�iiilitil , MAY 199022 ' -. ) r d STRUCTURAL. NOTES- NAILING AND CONNECTION SCHEDULE MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS EXCEPT AS NOTEDDRAW LIVE LOADS -- ---_ __ - _ . . - - - --_._ _�__. - ON IN_ -- - --GS- -�- --- - -- - - F---------------------- ---- -------25 LBS. PER `iQ. FT. (SNOW BUILD UP LOADING AS PER SEAO CONNFCTIOII COMiMON SNOW LOAD ANALYSIS) 40 LBS. PER SO. ET. ---- -_ - - --- - . _ . - FLOOR--------------------------------- W1ND----------------------------------U.B.C. BASIC 25 LBS. PER SQ. FT . STUDS 1O PLATES - END NAIL L-16d SEISMIC----- -U.B.C. ZONE 11 1979 EDITION OR - TOE NAIL 4-10d - TOP PLATES & BOTTOM PLATES fOUNDATI0N5 - SPIKE TOGETHER 10d @ 8" O.C. �` UATION SIZES ARE BASED ON A TOTAL LOAD BLARING SOIL PRESSURE OF 2000 LBS. PER - LAP & INTERSECTIONS 4-10d EACH SIDE JOINT 1 (� , . SQ FT, FLOOR JOISTS (ROOF JOISTS) (CEILING JOISTS) Q { 2. FOUNDATION ELEVATION SHOWN ARE TO BOTTOM (IF FOOTINGS AND ARE BASIC BID ELEVATIONS. - TO PLATES OR BEAMS - TOE NAIL 3-lOd ' 3. ALL FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTURBED ORIGINAL SOIL. BLOCKING TO PLATE - TOE MAIL 2- 0d --- 4. ALL FOOTINGS SHALL BE A MINIMUM OF 1 ' -6" BEi.OW FINAL GR-',UES OR 1 '-0" BELOW EXISTING SLOCKI`6 TO JOISTS - E.ACH FND 2-110d GRADE, WHICHEVER IS LOWER. BRIDGING TO ,JOISTS 2-lOd t 5.,' ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTItJG EXCAVATION TO CORNER STUJS 10d @ 12" O.(: . NEAT LINES. ?X LAMINATED. 13EAMS lOd @ 12 T & B STAGGERED 6. BOTTOM M OF FOOTINGS SHALL BE STEPPE[) FROM ELEVATION TO ELEVATION AT 2' -0" HORIZONTAL I TO 1 '-0" VERTICAL STEPS OR SHALL E� SLOPED NOT TO EXCEED 1 VERTICAL TO 4 HORIZONTAL PLYWOOD SHEATHING 1/2" INDEX 32/16 (OR) WHEN APPROVED BY THE ENGINEER. 1 . ROOI SHEATHING 5/8" INDEX 32/16 AT EDGES OF EACH SHEET & BLOCKING P, WALLS 8d @ 4" O. C. CONCRETE - CAST iN PLACE AT INTERIOR OF SHEET did @ 10" O.C. 1. ALL C N R_ffH LL DEVELOP A MINUMUM 28 DAY LABORATORY CURED COMPRESSIVE-CYLINDER AT BOUNDARIES OF ROOF 8d 2 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 �` C _.-A MINIMUM OF 3 CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH 100 CU. YARDS OF AT EDGES OF EACH SHEET, BLOCKING & WALLS 8d @ 4" O.C. EACH CONCRETE STRENGTH. CYLINDERS SHALL BE TESTED AS FOLLOWS: 1 @ 7 DAYS; 2 0 23 AT INTERIOR OF SHEETS nod 0 81, O.C. IL DAYS. AT BOUNDARIES OF FLOOR 8d @ 4" O.C. y 3. .UNCRETE CYLINDER AND TESTING SHALL CONFOP-11 WITH ASTM SPECIFICATIONS. APPLY 1/4" 0 CONTINUGUS BEAD OF 3M4314 CONSTRUCTION ADHESIVE TO TOPS OF 4L JOISTS, 4. CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE BLOCKING AND PLATES IMMEDIATELY PRIOR TO PLACING PANEL.,. PRACTICE, 1916 EDITION, AND SPECIFICATIONS. CJI 3. WALL. SHEATHING 1/2" INDEX 24/0 AT END UNIT GABLE BLOCK ALL EDGES WITH 2 x 4 FLATS END WALLS ONLY AT EDGES OF EAE'; SHFFT TO STUDS, BLOCKING & PLATES __.__.--_-----_- 8d @ 4" O. L.- 10d @ 3" O.C. AT INTERIOR OF EACEI SHEET_ 8d 0 10" O. C. __ 10d @ 8" O.C. LIGHT METAL PLATE CONNECTED WOOD TRUSSES AT BOUNDARIES OF IJALL ____ 8d 0 4" O.C. _IOd @ 3" O.C . 1-__n0S ES SH LL L W-rH U. .C. ANDAR D NO. 25-17-79 b I,-) ALL PROVISIONS OF THE I SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED MOOD TRUSSES OF THE TRUSS COARD rill GA. X 1 3/4" X 7/16" HEAD 6" O.C. DESIGN 5 1/2 GYPSUMSHEATHING PLATE 114STITUTE TPI-78 EXCEPT AS OTHERWISE NOTED. BLOCK ALL. EDGES WITH 2 x 4 FLATS DIAMOND PT. GALV. NAILS 0 ALL STUDS, TOP & BOTTOM PLATES & BLOCKING 6" O.C. 2. ALL TRUSS AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL BE MANUFACTURED J BY AN APPROVED MANUFACTURER. `-- R WORKING STRESSES FOR THE NAILS U A LIVE LOAD DEFLECTION OF L/360 0 �� 5d COOLER N IL 3. MEMBERS SHALL NOT EXCEED L 1/2 GYPSUM WALLBOARD APPROPRIATE MATERIAL UNDER A TOTAL LOAD OF 40 PSF FOR ROOF MEMBER. BLOCK ALL EDGES WITH 2 x 4 FLATS 6" O.C. 4. TRUSS MANUFACTURER SHALL FURNISH COMPLETE ENGINEERING SHOP DRAWINGS WITH REGISTERED (a ALL STUDS, TOP & BOTTOM PLATES & BLOCKING 6" O.C. PROFESSIONAL ENGINEER'S SEAL. SHOP DRAWINGS SHALL SHOW CLEARLY ERECTION PLAN AND t�) ALL STAY BRACING FOR TRUSS COMPRESSIVE MEMBERS AND REQUIRED CONNECTIONS. 5/8" GYPSUM WALLBOARD 6d COOLER NAILS 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER BLOCK ALL EDGES WITH 2 x 4 FLATS 6" O.C. AT ANY MEMBER OF 2000 LBS. AND MINIMUM SIZE OF PLA"FES OF 3" x 5" . 0 ALL STUDS, TOP & BOTTOM PLATES & BLOCKING 6" O.C. 6. CONNECT ALL TRUSSES TO SUPPORTING MEMBERS WITH 1-SIMPSON H1 CONNECTION AND 3 - 10d T')E NAILS UNLESS OTHERWISE SHOWN. 7. DOUBLE JOISTS UNDER MECH. UNITS UNLESS OTHERWISE SHOWN. OTHER WOOD CONNECTIONS , MINIMUMSIZE AND MAXIMUM SPACING ' PLATES TO CONCRETE FOUNDATION WALLS 5/8" 0 x 10" A. BOLT @ 4' -0" 0.C. GYPSUM WALLBOARD ANI) SHEATHING BOARD PARABOLT CONCRETE ANCHORS I. 6-Y.F1 P1 WALLBOARD SN LL CON[-ORM 10 ASTM C36-75. 5/8" 0 x 8 1/2" to y` -0" O.C. 2. GYPSUM SHEATlilNC- BOARD SH.AIA CONFORM TO ASTM C19-7�) . LAG BOLT INSTALLATION: PRE-DRILL. HOLES FOR LAG THREADS 1/2" 0 BOLT = 3/8" 0 HOLES 3. GYPSI.171 WAll,r>(!AR!), SHFATHING BOARD SHALL BE APPLIED 111Tii STAG(�ERf.D Fri JOINTS AND 5/8" 0 BOLT = 1/2" 0 HOLES NAILED A', l'; R `)PECA I 1 r:AT I O[iAND STRUCTURAL NAILING SClloti I . 3/4" 0 BOLT = 9/16" 0 HOLES FRAMING LIJMl3ER SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLING WITH WRENCH ONLY. 1 Alt f12A1�11NG LUMBER SHALL CE WESTERN WOODS GRADED TO STANDARD WESTERN LUMBER GRADING CONNECT ALL BEAMS AND JOISTS WITH SIMPSON HANGERS TO DEVELOP STRENGTH OF "1EME'ERS. I RliiL'S 80 PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD. 4 � I A. EXTERIOR WALL STUDS l NO. 3 ) '=b - 800 OR STUD GRADE: ) Fc l = 385 E = 1 ,500,000 GENERAL i .8. INTER,OR WALL STUDS ) Fb - 600 1. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS. STANDARD OR BATTER 2. SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL, TRUSSES. AND SHALL BF REVIEWED OR STUD l�RADF ) Fc = 385 E = 11500,000 PRIOR TO FABRICATION. C. JOISTS 3. FIRST FLUOR SHi+LL BE PERMANENTLY ATTACHED TO WALLS PRIOR TO BACKFILLING AGAINST i N0. 1 ) Fb - 1250 STRUCTURE. E - 1 ,500,000 4. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR IJIND OR EARTHQUAKE FORCES UNTIL THE -.. ROOF AND WALL. UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. 0. BEAMS Fb 1350 5. ALL CONCRETE JOINTS SHALL BE ROUGH TEXTURED WITH 2X KEYS AT CENTER OF WALLS AND � - N0. 1 ) Fcl - 385 SLABS. CONTRACTOR SHALL OETAIN STRUCTURAL ENGINEER'S REVIEW ON DETAILS OF ALL E = 1 ,600,000 CONSTRUCTION JOINTS PRIOR TO CONSTRUCTION. 6. GYPSUM WALLBOARD IS USED ON THIS PROJECT FOR BRACING OF THE STRUCTURE. CONTRACTOR T E. POSTS TO PROVIDE .ADEQUATE BRACING UNTIL ALL GPYSUM WALLBOARD HAS BEEN APPLIED AND FULLY NO. 1 ) Fb 950 NAILED. E = 1 ,200,000 F . BLOCKING, PLATES & BRIDGING STANDARD OR BETTER ) Fb = 600 OR STIIU GRADE: ) Fc l 385 E - 11500,000 CONCRETE REINFORCING STEEL 2. ALL MEMBERS 31" OR LASS (LEAST DI►IEJSION) SHALL BE 'MAXIMUM 19 MOISTURE CONTE11T . 1 . ALL REINFORCING STELL FOR CONCRETE SHALL CONFORM TO U.B.C. STANDARDS NO. 2.6-4-76 3. PROVIDE SOLID BLOCKING (SAI1E DPI-TH OF i4EMBFn) AT ALL POINTS OF BEARING AND 1 x 4 AND ASTM A615 GRADE 60 FOR ALL. ' BRIDGING C, -0" O. C. MAXIMUM. ?_ . ALL REINFORCING STEEL SHALL. BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ALL PLA'T'ES AND LEDGERS IN CONTACT WITH CONCRETE OR MASO' Y SHALL BE PRESSURE ACI DETAILING MANUAL 315-80. TRLATED. I.EDGE:R .MAY ESE SE"ARATf-D FROM CONCRETE OR MASONRY KITH 30 LB. ASPHALTIC FEL? . A. ALL REINFORCI14G STEEL. SHALL BE ACCURATELY AND SECURELY PLACED. 7). DOUBLE ALL. JOISTS UNDER ALL PARAILFL PARTITIONS. B. REINFORCING SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF a 5) ��. FON rdnii. l"16 SEE SCIiCDIJLE Ai�D ORAWiItGS. OTHER TRADES UNLESS APPROVED IiY THE STRUCTURAL ENGINEER. C. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING STEEL SHALL BE . f PLYWOOD SHE AIDING3" + 1/2" TO BOTTOM OF FOOTING a�) 1 . -ALL PLYONOU_SHEATHING SHALL BE CD GRAD::, UNLESS OTHERWISE SHOWN, WITH IXTERIOR GLUE 2" + 1/4" TO EARTH FACE OF WALL i 1AiJl1F/�C J ED IN ACCORDANCE WITH PRODUCT STANDARD PSI-74 . - A. ROOF SHEATHING 1/2" OR 5/8" INDEX 32/16 i" + 1/4" TO INSIDE FACE OF WALL B. DECK' S 3/4" INDEX 48/24 T & G 2" + 1/4" MAIN STEL BEAMS AND COLUMNS FLOOR 5/8" INDEX 32/16 - J. WALLS 1/2" INDEX 24/0 3/4" + 1/4" SLAB TO TOP AND BOTTOM SURFACES 2. PLYNOOD SHEATHING SHALL BE LAID WITH END JOINTS STAGGERED. E . LAP ALL BARS A MINIMUM OF 36 DIAMETERS EXCEPT AS OTHERWISE NOTED. 3. BLOCK ALL WALL SHEATHING WITH 2 x 4 FLAT BLOCKING AT ALL EDGES. 4. NAIL AS PER SCHEDULE AND DR,AII I NGS. S. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN 1 ' -0" . BRICK -ALL BUILDING BRICK UNITS SHALL BE 2500 PSI UNITS CONFOVING TO U.E.C. STANDARD NO. 24-1-79 GRADE SW, TYPE FBS. 2. ALL MORTAR FOR BRICK WALLS SHALL BE U.B. C. TYPE "S" 1800 PSI COMPRESSIVE STRENGTH - AT 28 DAYS WITH THE FOLLOWING PROPORTIONS: CEMENT - 1 PART LIME • 3/4 PART MAXIMUM • SAND - 4 PARTS MAXIMUM 3. ALL MORTAR SHALL BE FAXED BY MECHANICAL MEANS AND PROPORTI014ED BY ACCURATE i MEASUREMENT. SHOVEL MEASUREMEIIT WILL NOT BE ALLOWED. 4. PROTECT ALL MASON,iY UNITS STORED AT JOETTE AND ERECTED FROM THE ELEMENTS. 5. USE STANDARD CORRUGATED BRIL"N' TIES AT 16" O.C. EACH WAY. NAIL BRICK TIES TYPICALLY I , TO 2 x 4 STUD WITH 1 GALV. 10d. 113 .-IT JIM p ' 1 ' IIIh1l1 III III Ill III III I I III Ill III I ' I III fil III III III III Til lil III Ill lil I I III III III III III III III l I I�I I I III � � � III III III I I III III Ilillll III Ill Ill I I . _. �' �,_ � , � NOTE: IF THIS MICROFILMED 1 111_ ( I I I I I Jl I I� I I I 5I I I I ( I / I I I IN7­4 DRAWING IS LESS CLEAR THAN JI I THIS NOT ICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW Ilii lllili�ii III.'.�I IIIIIIIII IliIIZ IL IZ IZS IL 6, 111111IIIIIIIL IIIIIII4I 01111T I ILTiiiiliii! ITIII�IIII IIIIII-rIN uL lJETIIT lllI l iT ilTTlI _lT l8�rlB1111111 11 iiliiii LII1II IIILIIII IIII�IIII iiiiluii IIII�IIII IIII�illl IIII�III �,, I ° f MAY 2 1000