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"a ,; 1 1 A+► 1 ` ' L ".d1d0V&A ......__ _ . y- ..yrwr,N► _ ~ ..mow^ r111111111111 1111111 1111111 Ililili 111 1111111111111111111111 1111111 1111111 11111 l 11111111 %ih1111111 IIIb IIlll, �lJlll nl 11,111111111161--,-II 'Illllllilil'lIililllilill;l�f . y !_111 l 2 Ill �._! ,* ___ - - 51, _ 1 �I - _I___ I _ L _ l 1L _l� NnTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ _ _ _ _ __ _ __ THEDRAQUALITY OF THE ORIGIN/1L � Z Z Li, Z SZ�Woll ZZZ IZ Z - 811 i G1 — T T - [ ET I i ITi-- T - 6— B IL 1i4 1r� tr Z 1 I n r11' I I II 1 I : (lI1 lil��11► 11� - - 111111111,1illilIIi r1I1III l 1 1 ► 11111G. 1111 (i�Illlll IIIII III Illllllll Illllllll Illllllll IlllllllllIIIllllll IIIllllll Illlllll. ILllll I IIII�IIIII, I,I,II lllllllll lllllllll Illilllll III Illi►Illill,li�llll lllllll�l IIIllllli IIII�IIII�III l 1111111 IIII 111 � 1111111 IiL.II � AYM 3 1990 . - ! {. „�- M '� ♦t t' .� uv,, '-� �!�y � •!'r.1•�.!r/„a 4:Y ':h1�'.!il .u•�v. „�,y "i � >aRYr• _ ..1,!.!. � t•, `Yi.. ,�/ 't}••r�t'7'• • t ��'- • ,� r ,r .. r t' `�+3' •+. t.i, •'�. fir+ +�. '� �`• � r�! l',r :� ,yb' ! r ^• '4 � ,Rt . < ! .t , +.. � �i' Q � h .�rrr• { � t E tl ,�, i ! ;1 err' � i ! i, + ,' `i_ '^. 1 � , ♦ 1, ,t oT H , a '�' r � , . . •t ! r t' a4, r , M 1 ^ •.F` r • •.�I'' •1' ./ ,► � '• I1'f J4 .., �� •1• r'�� e 6 �1 :.,�. y�.. !t,i. ), .�, ,,.�,•t ,a .� !',`'1► t.- .. ,, ! , t . : }, ;J.}',l' ► '• ....+►.+_- , '• ► ! i ', t . �. 1-,. .4M •. �f' �, t.' 'I. T -t 1, •� �r 1 �. ,t ti• l� - ) i4 � i ,' ,. � A, !' _�►. ,}�.: ''~• r t' ru 1, p, ..'_ CONDOMINIUMS t . i. .. Y. ' - 'r 4 t ;i t' , ,,rr"ti`4 r. '`/!.} •!wr;:i'�' zi,,t'•''/y�,`,p:'r1.• ! .!'R•,•', ! ,,�, ,r. ,?}jIy 1 1.i�-*•r){.,W.t y/��INI,i+•Sf{.1,• .h •,rt...�#,�' {'`r.� ,�r' '',il,; '�� ' 1 ,p:• w�, i p '”' .. 1 V041" il 4. INTERIOR DOORS,`OREGON [ tM ar/ ri► `t RiW4 i0" A - Interior Doors Tus l at i n eva IVaumn - ): •.' _ ' ' i �1,-.��,a 14i', •- M + P tds 11 interior l '. .•1�4+ Rie�►•1•�i , ��;rw ` •� >�lopsri'i�t •bl+tilwa�r�r a` 1), fix a i to doors As shown of tYP+,, sire and swing r drawings Change orders shall be used as the cw+ $ Fawns tta +,Iter Mark •peclfl�►d kt .. r'. rr oatisstoni, material t s. i "' ilgt,�Api ? k`t1. rA t.M'X '� *I '�ther s eri ,` and tlfled I�aroM ca Mets in place, the aanstruction AociwonCs ails to a qws# r !!e „ ',' J'. ' ;rte• twee . sP p a e, tested, with all operatfn9 • " GENERAL CONDITIONS �'"�AW `� tom^ ' "stlt )dons, etc. r T 1 " IiN . fit' ,t{M3 ill �rTi + y'c f 1] >I , "+1A� ;11 , �- ', ! f pea. Passage Doors Hollow cors filush with , d` The Estle�atin9 and Purchasing D"rtwont of ue ot1� Devol"Wit"t Comport * ; i Arch Vin apo�s b to f y cAewO1► order request t for Test o� etre.#''' La�thi►• �i�.�cl r�lra; fir' ►'>�p. REVIEW AND ACCEPTANCE OF SITE, PLANS_, AND SPECIFICATION X111 be re lisle ver the qu r • 1 , r '` ' Di-Fold Closet , Laundry , •- - with this subCsntrectar, , •` �'' ';, • �,�•�:rji•$rglM�l" t1tb.Y 'iMlf�,� t r ;, rl! 4r'�OM�M4�j1�1d �1'Os , Linen, Entry i Walk V: �'", �'•. r , .!{ /. t •r: hK,�fi !'� '' !.4•',li tY;ld �' i '� 1 It!,' .i'Y�ia ,,. - It will be the understanding of the owner , Tualatin DevelopmotCompany IleflR�f>` 'o tw,+3Q�a�; The Construction 40%ment of Tualatin loveieapt#snt drill be responsiblilit fK. It f f "' ` 1 ''` >' •fit ,�' +tu+ t I ti. Gloswt Doors contractor has c lett reviewed and has accepted all coo- �� r' '� > �y r ,, .!• T/2 louvered w.rc�od Y' that the sub o^'p Y Iswartes of flee order to the sffested salbcattrector*. �- structlon docuatesnts ( le s, specifications, scope of work, etc. ) and the �. � 'eA1'1'et•Qrjalfhl� l sf+rll 'fid tr it}. r4lx*4 with * eve+ ' Pocket Doors p �'� � j '.'� aq�' St `;', Hollow core lush with •,• 3' proposed reject site eche time of bid submittal . ` , grsp�lvo '3t+rghpt; ill' x .qua►: :• $ d111ys. Y_ Q ` Birch Veneir AVA A8 LITY OF SPECIFIED ITEMS ! 1 -6 .... .AB L_.� The s uflcran t rat t ea r sl+a f 1' '�s 'k4f tpet s i.41 a far P tops r s t 1 w eat 1 4!t I aq 9 p1:�Mor►`t Unit t Entry Doors -;/ 901 id core flush ush with r ;, cd .611 bo f t f , conMrp fors,,, ,8iiiI4 tplr o , qtW other related ha rdwu re , ( ' Subcontractor will verify prior N bidding that all specified hems will be 4 ' -�a,y1� . r ccsns<rattor wilt prctoct Al >1* 1et� 'froa promilrtvre dryint, vao0ifo, Y Birch Veneer , 1 hr rated with I xvA llable In time for installation dur•ing orderly and timely progress of work. , se minute install with ) - DES16M i#'ECIFtLAT10N5 ! , 5 � � -., _ z; froeratlAy, acrd haraify4• mss• ptlx +yod►ths>!. 1 . • r. •i . ,�. . ti. z � self closing hinges, unless r - t, , 'FIs c' ! ' ,'" r, otherwise noted •n plan PULI-Y in the event specified Items will not be so available, the subcontractor will ' ij) Cw►crote shall) IiIZp,wrlbratod slitftltleritl i�rri r .' y pea t� Y i . ltiLi 1 � eh � notify the Design Department of Tualat'ln Development prior to bid c assure 'a i&mslstollr; � zufsKtwrs throuplwut. L , �`, 2) Doors and fraesnes to be prefinished to witch finished Interior nrilltwork used 1 'bulsrttission: DIVISION 01 OMIT - g project. p, ti Y� �r ,' throughout 1, 7) Exterior for steps will bo sostratte;l with a minion � tread widtl�,M1� . .; + �� - i�, l ' All costs of delays because of nen-afvai labii sty of specified items;, when such +,• a nwci�eara 61" risbt .Ietrr�l)1. , ^ ) tar« � f1Y ' 33; ,rrpviQe al i door hardware as specified in Division 38, Section ft. herein . �1 delays could have been avoided by the subcontractor, will be back charged as DIVISION 02: CONSTRUCTION DOCUME 4l - Subcontractor to supply cc*plete color and finish samples for selection to neet:eassery without any additional cost to the owner. ''the Design DRpar'tment of Tualatin Development Co. , inc . for approval prior Sac t 1 ort A - Civil Engineering t Site Oman i opsmtn t e) Ramps w i 11 no't ex c eesd a raex i aw s 1 opo r'o d o e►f 1 . 1 S. _ S STiTUTIONS OF SPECIFIED MATERIALS • to prod:n:tion. P •- -�-'^- 1) Plains and Specifications by: A� Strl>14"*,) f f,rtt exterior pat lea, llwsy surfaces to be gxpo"d re ate with Pro osals for substitutions of materials, equipments, and methods will be t 1 G 'elwav coat surface finish, � . '�,_ 4, .s,, �� . . considered c,nly when such proposals are accompanied by full ►ethnical data Dp1b 'f1#li4r•,j(hplANerD ' e f ,' DIY151011 {5� GUTTER AMD' VENTILATION l�+ >s /; ! -. �. ! L rV, A" G tJ(X DIVISION 015; OMIT * "_ ' V and other information required to evaluate theproposal . 16074 l);.V. 4kt,f0»at Yd .. 6 q % {eke 0!v+g 9e ,$r4p ►' Skit". _ • ; sect ion A - G Downspouts Autters and Downs uts _ ,s will be submitted to the Design Department of 1 Provide all utters end downspouts shown on the drawings and specified Proposals for substitutie;t• ' • . , ' . • t Tualatin DeveIopsint Company (�f9�� '6'�5- i$'' DIVISION 09: FRMIN4 MAT ) `�,► r l 4 '` ' Herein , complete in place, tested and operating til Do n•,t substitute materials, equipment , or methods specified unless such Section A - .Frami.*9 ,matorial � � �- 2) All gutter and downspout materials to be 26 gauge galvanized sheetmetal . substitution has been approved. 1) All ltirnbar 1s to hei well seasoned air an kiln dried of uniform moisture Section B - Architecture! Plans i Specifications . •• CONFLICTS BETALN 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: Should any conflicts occur in or between construction documents, the order All 2 x 4 studs to be standard or better grade Coast Douglas Fir, All 4 P y paint . �� All materials to be rimed and read for of precedence shall be as follows: Department of Planning 6 0-0911 framing lumber other th. atuds• to bo 1Z Coast, Dauglos fir. Illi *%jai Tualatin Development Ce',(,F,6v, to d0 II 'Coae'i Doug Iis:FIr „ 5) Downspouts to be connected directly to storm drain system. 1) General Conditions 15300 S.W. 116th Avenue 3) Pressure treat all sills, plates, sleepers , nailing blocks, and ends of studs y 2) • Specifications Tigard, Oregon 97221 and posts in permanent contact wits rconCrete. 6) Tkwinspnuts to be installed, Il>'er plan. 3) Scope of Work 4) Large Scale Drawings (Details) (503) 639-3101 4) All lumber delivered to project site to be stored 6" above ground and pro- 13 S) Small Scale Drawingstected from weaither . 7) Downspouts to be always installed plumb without offset . ) 6) Project Field Superintendent Section B - Ventilation Section C - Landscape and Irrigation S) Roof and wall sheathing to be }" 4 ply D.F. C-D grade exterior glut plywood. In any case. notify the Design Department of Tualatin DeveIopwent Company immediately for their consideration upon finding conflict and prior to 1) Plans and Specifications by: 1) Vent all appliances , directly to exterior , per plan, providing any required proceeding with work. 6) Flooring zt upper level to be 5/8" Plywood subflorr , nailed and glued, damper systems per code. with 1 i/2 11q;ttweight concrete over, r s Tend Zimmerman , Landscape Designer r :), Units to be ventod to roof vertical) tale Interior salt framing ane Terra-Sol Landscaping , Ltd. � �� Y � � Tualatin, Oregon 1) Provide } D.F. C-C grade plugged and sanded exterior glue plywood at al Installed tight into roof jackst or between floor joists per plan. FIELD SUPERINTENDENT roof and deck overhang exposures. _ Tualatin Development Company will have at the project site, from start to (503) 638-3017 3) All vents to be properly flashed and caulked to prevent wealther infiltration . $) Provide all fireblocking as required per Code . , finish of construction, a responsible superintendent acting as an Authorized Al Agent of Tualat ;n Development Company . The superintendent shall be on duty _ �. � `Silnp�soft •h�lhgorf sham l6 Penny enny' Comm Nail, 4) All venting material to be galvanized sheet metal . Exposed surfaces to be pMinttd to match material directly adjacent. during all working hours. Any instructions or notices given by him shall Section D - Shop Drawings , Product Data , and Samples DIVISION 10: TRUSSES j i OL have the same importance as if given by the owner of the project , Tualatin " Development Company The project field superintendent shall be responsible 1 ) Shop Drawings shall be prepared and subaritted by subcontractors Section A - Trusses I �) Vent attic area per code with continuous ridge vents and gable end vents t y l per plan, : for generai on-site supervision , scheduling, field work authurizations, and specifically , but not necessarily limited to, the areas of work 0 .A �_" approval of work prior to payment of the subcontractor. listed: 1 ) Provide all roof trusses comlple[e !end in place , located and 'sized per plan . O� I? SUB-CONTRACTORS Elect Ical 2) Trusses to be cons'tructe'd with pitch per plans. ^ o mP Trusses ►. CL All subcontractors must meet prior approval of Tuzla+ in Develop+teent Company Cabinets3) Trusses to bear dire%.tly to top plate of exterior w ils , per plain . Toe DIVISION 16: ROOFING a Qat Subcontractors are expected to be accomplished craftsmen of their trade with Plumbing (if required by permit) nail with 16d nails at each end oRd tie to top plate with metal hurricane Q a reputation of being able to complete work within their specified area to clips. Section A Roofing f the highest quality of their respective trade. Subcontractors will supply 2) Shop Drawings , Product Data , and Samples will be submitted by the 4 Truss supplier to Submit detailed s roved � pp t+vp drealrwinzs :..0 truss layout app C � � to Tualatin Development upon regt,est references , representive work , securities , subcontractor with reasonable promptness and in such sequence as by a registered engineer to the Design Department of Tualatin Development 1} )?Doi=lhlIIto be lb. as manufactured by Birdland Son or CJ q and/or bonds as required. Tualatin Development Cor,.pany reserves the right to cause no delay In ti;e subcont •acted work , work of the owner , Company for approval prior to fabrication. Trusses to be engineered for equal . I "lcl 6A to reject any subcontractor upon failure to satisfy requirement necessary to ur work of any other subcontrac-tor . 25 PSF snow loads 15 PSF dead load except .at garage rtiono trusses attached 1 `.rove their ability to perform work specified, to main building structwre, which share to designed for drffting snow load 3) The subcontractor shall submit She>p Drawings , Product Data, and varying from 65 PSF adjacent to main si mcture, to 25 PSF at 20' out. X11 i 1 •� .S49 MATERIAL PROTECTION Samples to: •►- DIVISION 1i : FRAMING LABOR 1 '- 2) The shingles are to be delivered to project site in manufa turer ' s original The subcontractor will be totally responsible for storage and protection of Tualatin Development Company Section A - Framing Laimorunbroken package and shall bear Underwriters Laboratory , l c. Clasp, 'A' label . P ' all materials and equipment related to their particular division of work, 15300 S.W. 116th Avenue } a� No credit or compensation wiiI be allowed by Tualatin Development Company Tigard , Oregon 912231 ) Erect ir.[trior and exterior oral is so as th '3) All Shingles must be applied in strict accordance with man facturer ',s w.. for reasons of theft. or damage. due to vandalism or weather to materiels or ley are ,plumb , straight , free of deviation to plan , and square within a tolerance of 1 /8" in any dirnen,, ion. latest printed specification by an authorised installer. The subcontractor will be responsible for pro- Attention : Vlad Voytilla equipment left riAls acid w p P 4) Roofing to qualify for prof ection under manufacturer 's 20tyear warranty for Lection of materials and Y.r<��-k performed by other trades, z) Framer• to allow a 14J" unabs•cructed clearance between studs for }..,, 4) By submitting Shop Drawings , Product Data , and Samples . tree sub- ins Catlatiexr of e�ptional medicine Cabinet at each bathroom wall adjacent this prcxfuct . OWNER SUPPLIED PROVISIONS contractor represents that he los determined and ver ;fie-4 all to vanity mirror . materials , field measurements , and field construction criteria 5) Subcontractor to supply co Tualatin Development Co. , Inc . ""nufacturer ' s ti Tualatin DeveloDmentCurnpan,, will be responsible for and maintain the related thereto , ur will do so prior to the start of work, and that 1 written warranty upon completion and prior for payment • i - proper operational function of the following: he has cle,cked and coordinated the information contained within such DIVISION 12: WINDOWS ' submittals with the requirements of the Ywi k and the Construction -'�- . ` "- �f}: Colcw to be HiShland Brown per manufacturer 's standard color selection, 1 ) Temporary toilet facility Do(.uments . Section A - Sliding, Windows , Fixec Windows, Patio Doors 2) Temporary, water supply for construction p_irnuses. 3) Temporary light and power 1 ) All sliding Windows, fixed windows , ar►d patio eor►rs to be aluminum frame as T� CIVISION 11: SIDING MATERIAL 4) Temporary heat , as seri if required DIVISION 03 PERMITS AND FEES 5? Jeb office with telephone and space fur storage of all �-" manufactured by Mili� gard .anufacturing , Inc . , or equal , per the followingUO r� schedule and sized per plan , Section A - Siding �C./ ga construction documerts. Sectir)n A - Building Permit SI idIrig Windows 1100 Se► i4s 1 ) All eater iot siding to be I/�" x 8'', ,v : r'cedar bevel siding. OCA It will be the subcontractors responsibility to providc any and all necessary 1 ) It will be the responsibility of Tualatin DeveIopment •Co-nixxny to Fixed Frame 700 Ferias s ~W4 equipment , tools, materldls , skilled labor , etc. required to perf rm and obtain and pay for all required permits and governmental fees , unless Patio Doors 450 Series 2) Siding to be pre-stained prior to installation . satisfactorily complete all m.)rk relative to thei - particular division of otherwise provided in the contract docixm&nts . ' work specified in the construction documents for this project . Q 2) All windows to be double insulated . , DIVISION 04-05: wn OMIT All windows to be " rabroze" finish ' MEASUREMENTS 3) specifications. �r Milgard Manufacturing, Inc. Section B - Cedar Trim Before orderingan material or perform an act of work specified in the 4) Provide tempetred las$ as required y p y p 9 q per codec. 1 ) Provide SIS2E grade or better Western Red Cedar sitting and p+aced per construction documents , .)II subc!)ntractot s will verify and approve all field DIVISION OF: CONCRETE FOUNDATION ,y plan. _------ ---- _�___ — - `raj KE'>� i_V K1� crJ �e2Wr�.�. Ji.I11'� .ria �� 9,� , measurements relative to their division of work for this IYroject . '- `�"� - , Sect ion A - Structural Concrete it) Trier to be polntod per division tar+. It is the sole responsibility of the sprojectbcontractor to notify the project field superintendent of any deviation found between drawings and actual 1 } Provide all concrete foundation wells footle s and ��tt.�� 9 piers reit orced Y,r-' field r_onditions prior t.o execution of work, and sized per plan . All concrete will be Constructed sts as to not exceed dimensional tolerance of +/- 1/$" in any measurement and poured r it shall be the assumption of Tualatin Developereent Coi,part•v that the level and true so as not to exceed a tolerance of ♦/- 1 /8" with respect bIVIS10N I3: EXTERIOR DDORS ' subcontractor approves field ccxiditions upon the crenceetent of work. to the specified grade. ' y 1l;IVISION 18T OMIT !�m Section A - Metal Entrance Door; Tualatin Development Crxnpdny will not aIiow any extra charge or compensa- 2) All concrate forms will be clean well , prepared and supported. Concrete v r tion ow account of differences between dimensions indicated on drawings and shall be sufficient ) mechanical ) vibrated during pour to assure a con- 1) All co mart foyer entrance doors .'�: DIVISION 14: GARAGE DOORS , y Y 9 p y � co l's!r of 20$ -__...___M.. actual fleld conditions with(x,t authorization prior to start of work . sistant homcgencus mixture throughout . Therma--lru as manufactured by fake Shouse Industries ofJToledo, Ohio, in , „ i !, accordance with manufacturers latest written flan s 'l) Provide 9 0 x 7 0 I/4 Sect I tied 1 ovc�nc�ad Rutl,phtex wcx,dr�ra i n f lush panel aef$ specifications and sized per E ` ,' garage door as manufactured s)y . rawford Door Company , ;•il ,�'FPJI'„itsOregon , or equal , 3) All concrete used shall be either premixed or i'ranllit mixed with a plan. / compressive strength tO 2501 $I,*, l . at 28 days • 2) Dears to be installed with ic,rr i s fon hardware 2) Entrance doors to be equipped with Inswiwg style $III with threshold and 4) Thp subcontractor shall be responsible for proper st6ging and placement caapiettly wea0erstripped. _ of all bolts , connectors , anchors , and other- related flardwere. Sub- , Exterior of dwrs to be painted , interior of doors to receive one coat of contractor will protect all concretes from premature Crying, vandals. i ,,: Tec d sealer . freezing arra haretful effects of weather. ` , for O� 1�o s to be pe i ntsf pe r d i v i s i on N 3,}, 'S ti DIVISION 20- OMIT ' •:�Ilw� �M'"1� '� .- . ,mow _ _ Illlllllllltllllllllllllltlllllll ! ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ' II ' IIIIIIIIIIIIIIIIIIIIII . i � ► � i � �IL�il � � � li � � i � t � i � NOTE: IF THIS MICROFILMED L__ __ �_ 1 L 2l_______ I __ _ ____-_5l_ 7�__ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO HE . —_ -- ----- - - -1 -_._ . __ _ � --,__ - ----- 1--- ----- l- --- - —_ DRAWING. �� «iill,ii�►ilii)ii�iiiiiliiiii►iliiiiiiiiliiiiiiiiliiiiiiiililii)ilii)iiiiiiiili�iiiiiiliiiiiiiilii�iiiiirllll, �� THE QUALITY OF TORIGINAL i1�� 1�� , �� I►I � �� I�►��I�► � �� I �� f�i►i�ii►i�i►�i ►i►►li� I��► ��I��I��I��I�� I�� MAY 23 1990 i it , + r P', y. . 1 r' 1 ' r , ' , j.,r rr't.a �„ .: , FF..t"' ` , # ; � • ,,, t A.r„ ` ,,a tr p tr . „• + .. - Ir, 1 n �. i . i yjj! /1y rb {q %a„r r1 re , , I, :,' •r - ,:� r •y .t �.. I ' •"4''1't ,� <. .'�i+.. t' IM'y' .� ,N. < "�}r �1 .�' •fltF `' ,., :1,• St v� '!1 •�'.Y° t1 .1- 1 Y r 'l 1""•` ,�. ,�'• I !. .r,.J. . t r1 M •,4� �M A .'�,'i 1 �,. .ij; .;. �b•�t, .- r, '•f'�' ,, '.ty. ,. r ' , ,• r , a. .',�y' ! ,�.. '% ,i i d".'t'r _ -r �r'. Y r. '�}* �'• r• F 'i i' 1, .. .�l •f , dL;.K r.p 1 ,i 1 �' .y ,�r4: t f. i � 4* ,r. '�J• � �i�• ','r '� V ♦• t ! ,. r 1 •l � �� J ,r• !h t .,; [� ,' '%' M''e .,.. ,�' ri' • ' r . 9 'I' r �M�� ,M ,r �'. I •.r M', t. ',''. !.?..t'1.. ,.r,.),.1'n Y '/ 1, ' 1 <. , '.{'., , v , r ,3. .'s'y t �t fn. II'M ,�. ♦ "�•',�' , . 1 u+ •Or' 5 .3 �9 'J' .Y'rlr tt, : DIYISIUN 21 WIRING r 4. t . �. 1 0 MW � is 1r1 '.% - 2 �r f t j .p ,.;� ., ' ! •.w ' i.Il-a r�i+ 4,l, }�r .I`: .tw.,.. ,'i.tl 1. .Yrr•, L. .N Q h d.11,'1',' 1 T 1!r• ._.._�_ _.___. $Oct Ion !' Yaltt Ino„tot Icim, , . A' '. t„7 7, M ti + , t,' r r ' 1 ",, , r S,% le „ qt„r .l�'i ,` �/ > t.; 'dhf, • , r > I �. p r . + •..• `.. r / d 'I :,1•r .,1!••�,l i",44, �Y. r,' ,A, i. Sett,ion A Electrical Wirir VI i . PA at1MG A$I& WL CJ)V tt N 9 i) Pra'vfds ail bail` typo Insul4tirxr �lth Kralft tbMckinq as PIr4e+lr pl' dr wln4s •», -�--'-.... ,._-........4..... "I __,..,,-..-.,....�...� .f t r. ,.' IYlyS10`N 6• M RR A9 H�AROw� ,� r,,. ; .i` ,►� 1 " .,N��,�s. j r,' { I,�;�, i 0 i t + t, f ipec3fle+d hersln. r 4 ,,r .l Y Y ,r, .r' ..�„ A rY 1 -� i , 1) i'rovide electricatl sl stern as shown cxl drar►Iin i S«ctioN A lnRelrlor Psin1;! 1 Chan h - Mirrc►rs ' %r, a •, < ”" t-',;t >:"" "i 1 ,� r` gs and spec(f ed here iIn r nS . . `-, . . I I i' y, R, i < complete in place , tested , and operating, intludlny but not necesseriiY 7) Al insv{pticrn t 1 with - f+,• ' +' ` ' , rl "�'L '') ` I,” :+i �' r ! imi te4 t 1 1 ry i r t0 ttlrlp >t State Cpds Rette;i rtnl4t+ti ter app! leatAgw ' 1 �elirt fQb► fie t 1 t Radtllr ar �! + N A� t y " o a se eee. breaker s. `'' ` ''!iso' ' , panbl rttel•rr basrA, outlets , ss.rtCAesr sh',hwt oR drawings. . t *q 1f) 1/}6 float 91#5,s mirror trate pf de.tdCta r +°; ; , ' f`�' rq r r ` lights + bulbs , and wfriny required , pot Stbrt:e and local codes. 1. It , � P t ' ` act r • r 1 ` r }It ' 3) AlI interior ct;xrarrtan awl ! to ba insulatsl4 w'Fkh �f" think Irefr+aral w0ot ttx. ,. . �� Colert'tl :4, 4s; l�;q!d tfart ',rrlsaauf u er's standard selaection$. - k` pta tg! be polished. '��I►1, r��'It � I 2) 125 AMP meter base , 125 ANP panel and 125 AIWP service. . , _: r.r •' ,,f'i ,� 'S.� ,�: 1 ' ,.�,1 " 'II )(1•taben ant! bsthl`txl�ms 2 cools acowi•glose, rlsnrs�lrl . ;'��.R' ,'� ''i � -�' r !'�'�' ' Ise Ilecat.104 pig pion. �y,, .t; (hUlr..�l�.�.E- Mota►,tt' vrJ f+�r�D.M I I u Mra -'1�1.UirN Mr�tlt tlrr►� Gia [,! , . 3) furnish and instill all Dathrt�om vent/1 i ht/heat arrli �• 4) All exterior watt clwitiss r.V be irpsulrit4d Nith Ftbesrp,hls batt!. t ►-i ,l ;, {+ �;,,t' A . 9 to as required. i.� �a{ , 1 ,' �+ "1•l^. 4C. .Y r .y✓ rr . ,, 'i % `' Ir r d'9 0 o aqua �} Yapgr s to be laced rd t lar, sheers anaerllrl r•,, , ,. lw► 'firy 11pr1�rfiteira r 7th y ► �, �I ' I. .. Nutone 42 r I b A11 other roonril 1 a e,r, bort cu�rG 1 i` 1 1 a r p ►Iowa heated side cif *011 . Y " ., � �'� � 4) Su ply smoke detectors located per lan . 1 r 1 f - txtprfor' 1"arIMI"O w , r.. P ! P 1 and R . ' `10 . o Ise k*lkeet. Groclan. 6) Ilse f i berg los s i,l 1 sear , undsrr 'all carrlr i w1 t sxteflar ,w 1 * - t ,� 1 sple O atp i ,i: a �� r r d- ,' pw}t iA a ', a C. f ounllat i oin wa l I . ,, • ' 7,i 51 Wirr and connect all app! lentos , per plan. ` 4• , 1} fsterlar 'ridlAp 'to-be st,�irbed Kith 01yapic, or trige>rbI , 11lb011'�tIF4n> fid► ftaiae ! Ilbtt Anlf'� d101csrls ,C,a b• kstred w/two keys per ulnit . ♦ , , i�1, "r 4 _ T ' r t . .; , ,.i Tlrien 20 bs, stls! , C n f l oo ce i l t a tlhri ted ria ll rlsd wi tM A t ylnp i'S r or �ulel , birit . 11at`ir staJd x '. - I , � , 1�' k, `- " 7� orro14 r/ nY s s Barb 1 les bet trtllNh t r#. 't o, be 1/l�11'�l 4 � O t A , ' c ( h.l 6 r v I t ',' P o ide 220 v. circum for clothes dryer and 7.2 v, po c cult for t �_ __ 0 9 m0 e r mineral wool t>atts battws.,n f loor joists 'lot a coat!'moot+!! rlslt"e t,,y heat pump, localted per plan. t1�jC► Ile t0 t rot allow opren voids for sound transmitt{tan-q, 'I , " 12) 61'�� to bA Pn'Ma�t?�Sd; �1ine�l` prior, t0 11i1111ta(.1At �, f t � t, r 1, '• ' ; �'� �4.A0;'",': p Ll 7) Light fixtures as listed in Division 36 herein. r r ' • d, Provtd+r R ;0 Fiber las batt insuloti lure Y' 6) Provide pOa>nd .master key atcessablte uta a9l corAnlcxt fosters and all '.unttr , r: (� , 1? on 811'1 vauX r d sa t 1'I ecgs. ' ' 3) 1�fast! ttc,ea r s tC? >�,I))r1►9+I111<1�1t M1Q1111�114 �IOdrp i�tOtiOf: �1�, t" . ,,,. t 1' , • ;.t 1Jrtl ltTpr to projcac t super intatndent . ;>�4:1.,,s.rr,:; 16•''r fa AI 1 I fight swi tches to be moynted 36" above f ini sh f lour extept as per plrltl, Sre1Ct icon C - 8ilawn�ln. ! I • r '�' .1 ' v over vanities end kitchen counter. Gelling lnaulatlon k) iEn2ry doors to bw jltti«t" tl i�vii, pCli,Qi•.` .., • . 1 Ai 'i o tlet x '.rr, ti, ', 1111140 are at tt>wt►eh hath Co be: + 9, u s , a cept at counters and vanities to be rl>Ippn.epd 12 ak,ova ,fi fish f1 r. 1 �' R ov 1) irovide alt blown�in ceif {ng ihw{at{60 focatitd -per Iplsn. , Sacti�l IG .- WAII Cover tti , .' •w.�� . .w',% � �' `� 10) instal 1 one singe freezer cwt! t rear of each 9nragtr 01IZC ,b . P 1Vl� f !� ,i. . ,t'~} 't - } ,�, „T r i - 30'° chrc,aaet tea!wa1 bar a/urfaK;e aasmt r '. N Y u a orf to l r F t •- I M L" v A' r ) Ins •i t i ba e! tttw i Ifs r 91 at► o r Ce)1 i 1 u!or:� ai►b she 11 'hasp M Iltlrlrorw 1 t h 1 • a x':►` � i ' - r ' , �' , i, 11) 8-wire for .ar.1. a door a mer in each ;� ) wet 1 cvWcrirdt2 to crus ielert aced by �+urchaswtr and in3tsllad sybrcoe►atreec .�'' •, 1•,ttr 1 Ghrc rol l to, let t i esu• tx)l der rccaYssd atrlunt .; ,°) 9 P'r garage. value of i°,-30 and a i1111►ianilal dcsptA pf 3r'. k t p st' J J roper* P.11 "tvhroprrt twit I# for ws,i' I covering, � , ' + `i .,• , , ,, "'> r•; t Pressure f It showee rod (at of I tub/shower enclusures). ,*; 1 Sect ion B - Te{ephone PreNi res AI i. N + ,r;. �, `' 3)~ 1 insulation to cls 'with 5tirto Coelo RequilMsesAeet ''hvour Rla�rtrlaalr " i. i • L^ . 9ho►+r, on plans ,gip :,P �if 'i`� �'�M� Ai,t t fifth. 3wtor~tl+on tljr• fit i - Qbscure gljss s�rpNlrrtr decor (ire. all sltlower stalls) t,: t 1) Pro+ide ? telephone prewires per unit complete and operable located per plan. - r ,a�'fl �i , , ,' �'` ,' I ' • �r. ' ,,�.- t ' ,t r ' . Cole t oleee r o#It f an li►,r t l!� rra l c�wlA lrle. �"" , `_..L on C - Teli:visinn Pr w 4) Provide baffles at rrevdb tQ pra>rent dlsspursal' of insvllktw 0,;H-t,, ; . I. , r „ • e ire r I + ,. '• 0 YISiON I •ffitISMfro a•1F0,,kr� FS ' ' ' , fir' ';�' ;4.,r �' Tub/Sfow*r fmiclosvrr situ., tr door% w/chroew frame , h Section D - lttripture Protection lr . - - �• ' 1 ;a � -t ,... 1) Provide 1 television prewire per unit catnpfete and operable, located per plan. llediclne ffabinet � . �� " -� rant„ t Wt;on A - high Prs3surs saelslteats Plaertic CcayNedertop: : ,r 4 l,� Provlds SS 1b. 'rot 1 'r fi g v p Rdet t 0 yJ : ' 2) Prcpvide 1 central television antenna per building icxattyd in the attic area.' oo p a or DOrrier u r ell In Cr)' f''aa6ltthl�te`. slabs on grade. r + , • «1; a•r- ,: 'i ' r•' k;{r�', ' '%•;t,' ,, i . P 1) Provide high p♦asslurtr la"inatetl Df-astic cte+unterclaps gi e,lt kitchsrt .44"oterll end ; . 6) Providle s'ellf clos .i�g spring hlnc►es at eztr.A unit .retry. Each telev►cion prewire to be wired directly to this antenna . r •4f ,,. .,•,t,. vanity taps, pee• ,{rlliort. 1litsot+ Rrt inaf flevbrNlr rare 8ecslresbl Irt.'rtufstt ass Q Po # ger edges I rninimuMM of 1'3 ' r "i` i`, ' : '''osmics bratred lacrttnates Ni 11 mat bd �raepltrdld)'. OI �qM,r„�, : C K •� r�r,,&, E:6 +• , f' �� f 3) Z} la va r b rr + I` k., +i sat ti:� . , . Provision sha? 1 De made fvr future T.V. cable to each unit . . , . Section D -- Door Chime Section E - Water Proofing ` X) Calors to be sr.',ecte,d{� from �r►u+afpqGtry�tr'ar pfiandsrd !isietcttdvs: 6111ction A Stairway Foyer Carpet , i , t t G , ' . . t . �''• - ,. i;1I�r4,0,' ',Z,,Tl''t4 ,Ili.' ,'' .. ' ` 'l _d , .. ., t r. J i 1) Provide 1 door chit„e and ush but on n' ) Ovide tltrou�}h coat ref s ra'ed enol f' �} No Puli dark icalms wltl be d?1ct�d:: �• : , '. �i' :-t�'. �P • Ptarfde Orl. a 7-» p t per v tt . P J sr led as 1'tic 'c 1 , �. o �'S7d-358 flask Carpet loan facturod- hy' Crown CCi1rPh7 l+tl r t :� e of ,a t t Iters aintp�o>vnd �q,'Chtb `oxtir for �.: ;), 1 , I . 1 ,,, . f a i d a l l fotu;c+ Orr wa f 1 s adj+scent to sa'rth ckf i 1 r ,�?,•�rti , }a r"I I P ,.I: ,.' , I 1 2) Locate t:hirme box and transformer er 1 ) . Alf cractntr.rtops to Vm%4t.�Cadgitt :.W..; wl', t►' r ''.:;'�. ` ': "„ /Z). (l'•i1' t• ♦ ,lm#talitd Over 40 ot. Nair-Jute Gorrtbfnatlon d. !N. P Pan ,' D• `. , v Pe W r 2! Allow to dr;r completely fpr for to b,ckfi l I' rti t p ,.' :P' :,, t., '�'� . ' > I ? it -r :� .' ''t4' ,'�y,' �,r” !1''` .r,. rr `F' _ - .\ 1 ,t. 3) Chime to be Nutone x`16-14, or a ual . ♦ `T k p 'as !i 4 r ; .ry �l' + ,i:It Sect I** •D U1tlt, Carpet •f'� : q Shot lon II Tile Sac a 1 hal' `x DIVIS,iON 2): HEATING AND AIR CONDITIONING • .,y. ` 4) Push buttUn to be Nuton !•` 11 Provide 2 rows of Ia " 1 � 'kt. 13' P'rovi y . . , e 8-81, 1 ighted with nameptatt, or egwl . .�..._ _ T, r' �. 9 X+Cd 3 Ilq +e tira!trtit L i'Te of all Ice, oil t1rM! s rlrttll car t manufactured ,b w „ t pa E ns/Black. r alnd•talrth. - hYr r . ` ; r .t` ,}0 ""., ;r { <ry • h f r' r E . . . . 5) !poet! pushbuttons at entran..e door per plan Section A - Electric > ,lt IJP tri ^' 4 , ' Tile tc� be Mlrplal i�ett.tr>n 1strleP rtlr ufactur+pd b!y ibliy 61�°if Cpr#phtey,- 1 . ;4) G+dr or tD bd, solectald 'irwlr raanu acture tt stands d sslactlon . , 1). Provide afe.ctrt ` � r, : c 1 It ..1 ai a In 1)' o s t.o be se 1 cc teat from rrgrriufat Csett r s iitar„dn rd se f ect 1 �) 1.�spat to bre l ns to 1:1,ed ttwtr 5/$ rebc�nQ pard, 1Jtn 1'ted roshe eq c t�a Pte t rs each -bedr�ooer► ezaaalripj,tCt {t1 P'at ` r tested, and operable. r f, e+ r i Ir., ' tx* "d 11 c � '',^•" '"T'4'«•i Jr� gni �,�jll1 .tVG�J ;� i� file to Up we to microweme elven alt '8r=. ,��,, p " l:'r 1 �' F; ."; � � ..r '-t`,1�r1 � �.{ Section E - Securit 2) electric J;<,l Mated La bt F ; ;: 1 _ �, .• *` 5 . 1S9�rY1 4A♦ f,.A SG`•LMG 1'EffC1116 DECK ftAlltNG y System. 1� ra. : r �{ ` remote thermostatic Control too w';h trsttipli► C - Vin 1 Fleaorl +pod ease '.;�' + ►Sy.*,•1, ' ry�'Et `t:w � '" '" -•. --- ""' "-r"--. ""`"--- urlted Ar+ Mt•71 1 . Id �, f. '►"`;, 'tiiir �. 1) h, . Sktion /4 - 1►altxiscapl + 3) Units to tie sized by. supplier and location verified with,-Dirs.100 pe't t' I 0 ' 04lt�'ei'e(y;� t1�°q0't,3n9, to b$ Armstrong Undiol ,or sg4a1 . pt�tethitik •'acrd CADI0 t4 Oil t a;, , Tualatin Devtatloprnent .,Clri iny, at thtl t'ittae of bid subl 'Ission. IMIn • , .dBei#"il;1!`"frik* klWfostul er s sloodidrd st*loctton. - " Rt;yer to plans- •nd specifications prepareA by other's. "- r . Sect{un 6 !teat Ptrrrlp 2')• illi * to, bi. 4r! �nabbo r a; ' of- e+prlrpl srreent ry color w'itlt..v i 4w f ., . ;. , ' -'' �t lion B - Feanc I eg ,' t t 2) Manufacturers of Securit S stems aha) ! s;rbmii t , . Y Y proposals outlining type of . . H ,. r . - .. t e stem rfor ;t' . .. r ' �1 : . y pl! mance, ate. directly to the 1.esign Deparltment , Tua{at in l "`f�rovide throw h the wall ZWleflriC iV ' "'� ! Development Company , for review and selection. g Ileac pur61� rit bllt+ttrfacttlred bar f3e131`i� l'`' y �:' ,t) Pro ido fencing for privacy screen, trash can enClosurl<ts, etc , per plan. _ .-, ;' Elect ot►rpa y Mode i .riA�S 3QJA5 w i cit .f:r l l l 1tRI +SCS I>fl ( r�1 1 p). �' ..,�: ,. v r: ;+ ,. .• ,f; ,. � . t _ .t , ► K A.0 7 0a WAL•L. ChS iX, RAF]SA . GAl�' ►:, r•,r 't_.- ,�J ,, ,1'. . 1 I i' 'T'� ,, = r.,• r: r , Fences to .Ila constructed of siding. Apps {ed to framawork of 4 ral Is and � 2) . Units to be located r I ;' �a. y. ;•w.� �. t , / '' , t��' 4 �~I t `',„i1,,}r 1 "`� r acrd Dif►. sts. t Il DIVISION 2Z. Pl UMB I NG pe Pan in rough f rami ng open pray l dad. � """•, '� , •.)''�'•r t brill 'pcess4M►� t •at po /► ', �' 1• ..4. ,-.. •:,J'1' wi,� ei,,d{!:d r ;i' '' �;• `S_ lr. l r �;' l' ''• ,,,>.• ,;., . �, . �t' 'rk :::rt ,.,.� 1 r d red red :. 1) Prov i Ce all p l urnb i n s stems a s shown an 1 r' A �' .,, ,�` f T.I. „•x 3� . 11tt1► t bs p a sti n 9 PPo Y cN►n t , 9 Y pens and specified he rain, caul late P lt•. t l>R >wJ#. , ., w. Oo o 1 cud inn 1Y be ow, a e a s u t 1y ore e. I , D 1 V I S 10#1 Z 6: C1PP d' .r f ,, h 1 t SUM DRYWALL r . a '. - '-' ( ♦ O in place. Lasted and operatin er sate and - 4 ' +' 1a 9► P t local codes. Y. .. (tM r.` 1,• $"t 1100' C i�tlrck Rc►11'i +w. (7 • "V I,f ) a 'A l' , , ♦ rt' •,1; �I •i. .. .. . 'fast .t. .t _. ` ',' a '� • i.. YDsum tica i li,caa rd - ." s" , , 2t Supply fixtures per schedule. 8 to be bf typ>e and thickness t' i n +.,'.,'."' ; r + . . • ��' . pe p dr►s antd• ar petit lr`led r• �� v s.. i .I -1• t ,' .. a herein. ,. 1', n'", �w ISA .,;• N tt►:, , ' ;3 `r f ;fir }. t d ,l? Vicon('rlllt dttk . 1119, p>:.1' p lea. Q . r' r' r: . fr I �;- iA,' rf+�.. :,; f y� V 1 i,, r r' ` ' plr Ga{loll - K., 7 .y, w. ,' �, `3N, , 't d 1's;, e 2) Ali lei f Ila s. to e 1 .A, ,,' >ti . ,l. , �•,+ P Yater Neater / 9 irrach free broca0e f{n i h ' ' .#.�,,. z>. . Y:'?' t � '�f -+ tea K �NKTor .e Iwl l . P, tlthrr�labls ta1!rd N 3 + ,yrA tr` , 2) �I L' <_G'w(1"V0 t:.,tJ'�' Ste b axce t`ot b ifielr ,�.� ,rJ ',, ,,;. r ��• i7 pp R k'•)t r i ,L r ' ;e. Ito t .!,t;.• . 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'`' ,;, ," '. ., ,• , •- , . ------ ,� M yl1M1B R OF NA.IS FOA MIOQn k1LMQFRS, t .:�. r �'*�a ., � �, , '`�1,'�"..�,�'i •► ,dI N IMO E .• , �: ', I , �►r,}�,yl,} " �'�°�'� F � ;• �. _IVE N ��s.�._.�_ t- ,......�._:...._,',:.: ...�.,....� '• � , • , 1• r •, t� - L •._-'-- _ -_ ______ ____-.'____------....___---.....L.1 LBS I�1 R J�!, F T ♦ ,...y .A.1.' .r 4 ♦,•► 4'�r�,s l-. . , ' ':�`t a ., •* !rt ,, 1 �.,j••Fi1 t. � �.-A ,F t ty � `1 � _• �' _ I'll' ,. :1�, ;� . . ' � .. ,,, .� R.. �•. 'r' , .t, , 1 Cp (SNOW GUILD U4 L(iADING AS PER . t W CU'Nf�ECrIUrd ' ' � • ''I�, ��1 r. , ' . °>, �=, ,. �•-- SNOW Lf)AD ANALYSIS) :...._-.►--_----__.___..__- -__ _ __ .. _._. _ _--__. --------- - _---- -'..-------, .;`s,"..► �, ;, ,�'I�, t ti lt�',, �:' � �` , ' r ', ��. � l�I -------1-----------'-------'------40 I.BS. PC:R S0. F7. !JINi)---------- ---------------- --------U.B.C. BASIC 25 LBS. PER SQ T. ST•UQ$ 1•G tIATES END NAIL 4-l )d i t... r ,Tt • �` � I. ' ' "� �: ,�J tro`K� ,�•� `�"�*.� t SEISMIC---._____------------------------U.B.f ZONE ( I 1979 EDITION J ' t � TOP PLATES � BOTTOM PLATES �• , , t 1' ,, 'r. ,. •' r�''' ( t' '�'', ,'' - SPIKE TOGEYNE'R 1,40 � B" 10-c. ;r ,1 t . ii . ,. r •• ( , .4 ; • ,•t �� + .�.' '' . . 'I .. : .. nn// L� ' FOUNDATIONS � ,1 . 2 B PER - R 'IT RSECTIONS 4-141d EACH SID4 JOINT !.� , f .. ' ' .." ,:ppp�,' `,• ' ,r - R EA ED ON A TOTAL LOAD BEARING SOIL PRESSURE QF U00 LBS. LAP � II E DIST 10td S I Z E S A E S ,j�,u,, � ,�f:,,, a� ' ;�;,�'��t,:,�, '' +j, FLOOR JOISTS (ROOF JOISTS) (CE:ILING JOISTS) , • , . •,s•• ., '' '�� ,�� i'�• � � �, �a�- t law :,t.-•. �'', " � � Sq. FT. _ �• � - 3-• Od ;..�',''.a �. fir:'• . ' � � � . . A N E EVhTION SHOWiI ARE TO BOTTOM ('f FOOTINGS AND ARE B1'.SIC BID ELEVATION. - TU ILATES OR BEAMS TOE NAIL 1 ' . ,• • •i�. . . 1 ..• .•.. L . � ••. � ', ,-, � ,' .,?;;, x;•', ,, . ,,I-' �4 .. . 2. FOUND TIO L U i ,. ,. .�,.,� � •, 3. ALL FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTUR3ED ORIGINAL SOIL. " BLQCKI�JG TO PL�!TE - TOr: tiAIl 2-1 d' • • �' - '° ,, , • .. , • ( • A. ALL FOOTINGS SHALL BE A MINIMUM OF 1' _E" BELOW F(NAl_ GRAt3ES OR 1 '-0" BELpW EXISTING HLOCK[tlG TO JOISTS - EACH END 2-10d GRADL, WHICF!EYCR IS LOWER. � , ' BRIDGING TO JOISTS � ' :u -�• ,,� •., ' •/ , EXCAVATION TU lOd @ 1 Z" O.C. a � � • , , l�$'' � `�! •* >:- 5. ALL gISTURBED SOIL SHALL BE R£MUV£D BY HAND OPERATIGid FROM FOOTING CORNER STUDS 104 @ :2 T S B STAGGERED NEAT LINES. 2X LAMINATED BEAMS .,. - • ' , � F M EVAT ON TO ELEVATION AT 2' -0" HORIZOtiTAt TT011 OF FpUTINGS SHALL BE SIETPED RO EL I , 6. BO :. h . ' i.r , • �; :. • �is; t,� � .'r'::'`„ ,: ' I: :"-' A , - 1, I DEK 32 1t OR ' .: � .'''" ' . 1' w. , . •' ., ',�*�,. s ,1 �• x' ..�"a '•'' J . '`': {,,:�, �.` TO 1 ' -O" VERTICAL STEPS OR SHALL BE SLOPED NOT TO EXCEED 1 VERTICAL TO 4 HORIZONT L PLYWOOD SHEATHING i,l IN / ( ) � ' + -R. 1 . ROOF SHEATHIWG 5/)3 INDEX 3�/lEi '� � - " : : • . � •' _.._ WHEN APPROVEq B� THE ENGIIIEE � • ` • ' �� . ` KING & WALLS Ad @ 4" O. C. AT EDGES OF EACH SHEET & BLOC .. + `" � �; T£R?OR OF SHEET Sd @ 10" O.C, . _ ,• r, � ,. I` , _ _ - 'T IN PLACE AT IN 11 � .' �� .t ,. ,,.' +,•r ':b ,. • �' t i '� .4 ;• , COi'ICRETE CAS ' - MINIMUM 28 DP,Y LABORATORY CURED COt4PRESSIVE-CYLINDER ,,T BOt)PIUACI�S OF ROOF ,. �t,I •' .. CON�R�T SH L DEVELOP A M .. y }�{' •qt��. •�} •, _ J=^+sTr��l �q.rl:'•{Y.. �� 't'!{ 'P'+(r•. � ' '" , r1` P S. I . FOR FOUNDATIONS AND INTERIOR SLABS ON GRADE - STREIIGTH OF Z50U �' . 2. FLUOR SHEATHING �/8 1tILEX 32/1 . � 00 P.S. I . FOR OTHER CUNCRETC EXPOSED T i:LEMFNTS , , BE 1 A H 100 CU. YARDS qF OF EACH SHEET, FLOCKING & WALLS d i 'r. . ' ' .•. , . • , ', ,,I �,(. ' �,.; ';ek'+ �...,, � • . .. ., ' r/, A MINIMUM OF 3 CONCRETE TEST CYLINDERS SHALI. 3E PROVIDEq FOR E C AT EDGES .. � ' '�,. . . . ,. . L-• :1 1+ , 'ri'. , • t I�: r�tY. � <„rY. I,+ ,'•1, , '/i'' . ' ♦ 7.� � ry1 8d (. � D. C• � h- .. I.'. 444 `�, '„ L ,' • •� �/� - WS: 1 @ 7 DAYS; 2 t� 28 T NTERIOk OF SHEETS '-♦ •' , �, � • • � �" • R CYLINDERS SHALL BE TESTED AS FOLLOWS A I EACH CONCRETE STREN „ ,. AR ES f FLOOR 8d @ d 0.C ,_ Ivc^I` - AT B UND I 0 t , •y,�.,�,�3.. j .a, ;� `� �'�'' � '<' '�'��'• •'. �: 11 .S OF 5 1 ) TDF. 0 L T ►• SPECIFICATIONS. C NT I NUOUS BEAD OF 3M4314 Ci1iiSTRI,CT I ON AUttE- I VE: :,,, ,:,, •� � , ', .'' - 'r ,;; R AND TESTING SHALL CONFOR,1 1dI I H ASTM APPLY ]/4 0 O •'c :' .y. 'Y . , r �' ',� � ,. .; ,tr +, '•+'`f�',� ';, �' ,ty ,I;�+>rr�' +?: • . . ` , ,3. CONCRETE CYLINDE � .. . A t1ANUAL OF COPiCRfTE � (' P .AYES MM IEDIATELY PRIOR 70 PLACING PANELS. � , ` RTE FORMS MIXING, PLACING AND CURING SHALL CONFORM TO CI BLOCLItI� nND L '' 976 EUITIOtl AP�J SPEC14"ICATIOtdS. ' I PRACTICE , 1 r• ;,� :f, : , '� , � ""�•�; � a -. ` 'FATH I NG 112" INDEX 24/0 CK ALL EDGES WITH ! x 4 FLATS , � '- • •''' >� �, r �r J . A 8d 4'' � � � I � ,, •' .._ @ BLOCKING � PLATES C - AT INTERIOR OF EACFI SHEET 8d h 10" 0. C. ' a 1.' 01 LIGHT METAL PLATE CONNECTED WOOD TRUSSES AT BOUNDARIES OF HALL 8d (� 4' O.C. ` .' • . ' - - - - _ A PROVISIONS OF THE - 1 !�: � ,� . F TRUSSES SHALL -�OM�LY- ldITl{ U.B.C. S�ANGARI) .d0• 25 17-79 AND ALL < � -� - , - TRUS OF THE TRUSS "� R LIGHT- METAL PLAT; CONNECTED WOOD U #11 GA X 1 3!4" X ?/16" HEAD 6" O.C. �' � �' � '•1 1 DESIGN SPECIFICATIONS FO 1/?" (aYPSl1M SHEATIIIPJG COAkD • - (� INSTITUTE TPI-78 EXCEPT AS OTHERWISE NOTED. EDGES WITH 2 x A FLATS UTAi'1rJi�U PT. GALV. ^TAIL$ ,' ' ' � � - s�,; „ •• . PLATE I - r' BLOCK ALL E 11 r T t15 SHALL BE MANUFACTURED ., ' MPR SSIVE MEMBER STAY BRACIrdG AND CONN[_ 0 � I T P � BOTTOM PLATES & I?I.00KING G O.C. I - ' 2. l,LL TP,US� N CO E (� ALL ,TULS , J B •, .: a ''' ;' - 1� L .L APPROVED P1AN'JFACTUREk. R Y A N � I ' b k WORKING STRESSES FpR THE . • M M ERS SHALL NOT EXC££U A LIVE LOnD DEFLECTION OF L/3 U 0 " P M 'A LBOARD 5.1 COOLER NAILS .. 112 GY SU 1n L .�. �' ,'•F�' f' �. MAT -RIA NDER A TOTAL LOAD OF 40 F SF FOR ROOF MEMBER. , '• _. nPPROPRIATE L L U BLOCK ALL EDGES WITH 2 x 4 FLATS ' 6 O.C. - • , , _ COMPLETE EtJGINEERING SHOP DRAWINGS WITH RE.�[STERED q 4. TRUSS MANUFACTURER SHALL FURNISH C 1[, ALL STUDS, TOP & BOTTOM PLATES & BLOCKING 6" O.C. 1 R PLAN AND - '' .`.' . . ., . .� •�.. r. � ' ..`.� ,,�' °� .. . .. � - • ' . . - � . , .' •�' '� - � ., PROFESSIONAL ENGINEER S SEAL. SHO: DRAWINGS SHALL SHOW CLEARLY ERECTION • REQUIRED CONNECTIONS. ,- G F R TR SS (,OMPRESSIVE MEMBERS AND REf�III E 11 6d COOLER (JAILS ALL STAY BRACIN 0 U 5/8 GYPSUM WALLBOARD - ! n t PJ1 M TRAPJSF£R • . � FULL- STRESS LI MEMBER W.TH A MINI U � � �• �, � ,- ` A L CONNECTION PLATES SHALL DEVELOP THE K ALL EDGES WITH 2 x 4 FLATS 6" U.C. 5. L BLOC � .. , � r , i' . - ♦I l• %. FPAAT TES t 7 F 3 5" . r• T r'11 ' : ,. : � ••;; +� '' ' ' ,. 2 U BS. AND MINIMUM SIZE 0 L x t 1 ATS & B1.00KIIJG n O.C.ANY MEMBER OF 0 0 L � A L STUDS 1 OP b B0.TOF PL E � .r .- _ L , �' J 1 ,. , .,,, � .�7P r,•�,�1. rSHt' " .. 1 � r.wo�,.,ww+ Ld TH -SIM H1 CONNEC IO r " T PPORTING MEMBERS I 1 SI 6. CONNECT ALL TRUSSES 0 SU .. e_ TOE NAILS UNLESS OTHERWISE SHOWN, 7. U IJBLE JOISTS LINGER MECH. UN1 t S UPJLES., OTHERWISE SHOrJN. OTHER WOOD CONNE1rTI0NS P'1INIMUl4 SIZE AND 111.X[MU11 SPACING F A I1 < P -T t o ON W � S B LATS TU CONCRE E OU 10 TI LL 8 x 10 A. BOLT 0 4 _ U.�. , / � �:. .�, ., r � .,fit � r�� ,.,.,�. �'• P�AR_AB._OL.T CONCRET-ErANCHORS GYPSUM GYSUM 6nL. BOARD nl U SHEATHING BJAZD I •�'� .+ �`` r Via}' •�(',�'.' I •I, , r •'1. , • r • L• 11 N 1 11 i . GYPSI M WA ARD SHA - , 0 TP C - i _ � ,• , „,: ,, ,. , : .; ',� '. �"��: �� r .I �"1; r 1 LLBO LL LONFOIZM T ASTM .36 7�. 5/8 q x 8 1, L @ 4 0 O.C,r ,� .� � s :�..�` ;,,,, 1, ,, v' •' - 4, N r rl. • Y 1 11 : r,YP5Ul1 ,HCATI�111( hOARD SHALL CONFORM TO ASTM C79-15. 3. _ S . SHALL ' RBOLT 3 8" ptES GYPSUM < HFAT! [ l flPPlIEO IITiSTAGGERED Ell[) )OIr AND LAG BOLT INSTA _LATION: PRE-DRILL HOLES FOR LAG THREADS 1/Z 40 .•';.. , ',,,_,♦�.::. ti ! .'�, �;,'� a�,; :- ;�' ,, � �",�;�',.,. .„�;I'.!],ltl . . ' AS , � +� ! r I r 5/3 � BOLT 1/Z 0 HOLES }' �' ,. r '( c� iIn1LF'U A- C I 1 .nTI0,1'; IIID ..,TR 1 ,TUltnl_ NA-I_ N� � D 1 .. 3/4 � BOLI - 9/lFi � HOLES �•;,��'. r. :'.� , r r SOAPIiREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLINGWITH WRENCH ONLY. I :;it.a� •. ,,...c, ,''=,,?, ,t;� . '.. � . 'r ;t ' ,, .,�i,` ,,,.:,�,, , FRAM I'1BLR I I (; ,, .<. i' �.r d •�,.:: �'a aa: �,. .lt .� ,>;•:�t,• . 1 AL t F Rn,�l[NG t.UML1 , . L R)N NVEI-CDTE ASTL AL NBD EARD S L NAT E J ti0J AISSTHSE RWS. 1TU NH SI1P�0P NAGERS TO DEVELOP ST EN 13 ,FMEMBERS. •s '•.i.:''..I��''ay`Er�•, 1..�tr' tF'�� .,<.�',''p ..,��g•••i� ,• •' ,• t,�,;�•r'� . :'k•,r r' i,r./.'•,., c^, ,rj1 �:z.,w. HAI,t Wt WOODS GRADED T0 STANDARD WESTERN r'NADIli, DER 11 1 s BEARING ONWOOD A EXTERIOR • ..';., r r v� nt� r+ rin 1 L r c•41� , NO. F , F'. r ter* -a, 'r �: , :�. ,J i .1 •�";i - 1. F � ;- �► •;,<, r' � .,;• '}yam *i �� ,i �" •!:r• ,��. ',Y'' ) 11500,00 i � . t�y., �J•iiy, l� ��. �' ',� ' .�•}. •�� -Nf�I �'m�l .I,Y � � ',Y tA.�. ... t. GENERAL '-� .,, yyx� ,;:�' .,�.1,•r.l� "'�;. `�,,, ,�.� Y a�:,;,I+,+,�1 'ta'•, �'•�' ;:�", � • q� E. [Id rC!lIOR I•IP:L 1. STUDS - I . GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AN _ 0 CONDITIONS. RBETTER ) f•b 60(I ' ti1.�, ,` � :. �A � .. , LY'w l ,,�. ` QJ• ',:�t'. ., ; , ��, STAI�UA I) OR <' r - � ,.,�, ,,,�s �, �',,_; . �. ,.��..� • . , • ' � 41. ••t�.:r�y�; .. �. SHOP DRAWINGS SHALL BE RE U1RED 0.1 kEINFORCING ,TEFL TRUSSES AND SHAL E R ' ��' '��: t' ) Fc 385 r? L B REVIEWED£WED UR STUf, aI2ADF 1 :, �: ��'€ :ia � � '�'. :si .:.. � ,�'.«. ,t�f�.•''1 � J�, ..- e'.,��. , �', E = 5U0 :10O PRIOR TO FnBP,ICATION. .x': :.'�*�;' €,�' , �,t, �°"�, s�„> +��' r+ .' rrr r.�: ,i', a �.;�•,• •'r . ,' art( t ' : ,R �”, ] , '.yi ,€ }' t•1,r'v,,."Cf' ;�1°• '',' ,".'�:: +Y,J: �t. h (��.: 7S _ * , �,t,j.}' JOISTS 3. FIRST FLUGI,. SNNLL BE PERMr'lNE1dTLY ATTACHED TO WALLS PRIOR TO BACK FILI_IN.. AGAINST ' � � � �` ,, ;' '.. .�> r,. + . .. )•.rr;y�'• , F b 12 SU STRUCTURE. - r,,,' ai ,,; 1��r ,�: >�.'�` '1 �^�'�,,t � :,�� .. �'� s: �^`' +► �� t � ,- �; .� '• !« 1 � ti' ' ` ^ •>.'� rI 4. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND Of; EARTHQUAKE E 1 50,1 1000FOP+CES UNTIL THE ” - •,.• , ; • •;. ar��`°'; �;�, " �'� ' � , °�, ��` - . _ ROOF AtiD WALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. `. r • .` .�;; ''.�,., •, ,• a 1,, ('�a'�a;��,' �,�+a,�t,•J., *, , ' _ - ..• `;w E' D. BEAMS Fb , t 5. ALL CONCRETE JOINTS SNALL BE ROUGH TEXTURED WITH 2X KEYS AT CENTER OF WALLS AND • }'�`''t ' '" "' '� ,,. �' ' •� "� • ��''• � ° ' ' � t' ' ' f '• r ' NO• 1 - SLABS. CONTRACTOR SHALL OCTAIN STRUCTURAL ENGINEER'S REVIEW ON DET A.L5 OF ALL '- ', �'''w "`�' },�- /: r: ' �' � _.,', •r ,. ,• . `�: _ ► - • ) 1 CONSTkUC i I ON JOINTS PRIOR 70 CONSTRUCTION. a'" :a� ,� �' Ia � 'E t,� .„� u �.� , /,;• �,'4 �r'• - � „ .. ' 1 . ' '' , h. GYPSUM WALLBOARDIS USED ON THIS PROJECT FOR ;RACING OF THE STRUCTURE. CONTRACTOR - �� ;ftp ,t, ;�'? �;� �• .t � 'der;, , , :•�� .�' : ' L. POSTS TO PROV I UC ADEnUATE (;RACING UNTIL ALL GPYSUM 11AtLB0ARD HAS BEEN APPLIED AND FULLY �"•�^`o-'''Yri ,"'3'','��"'•� )' , .'� � , t s ir'�1^°. fi "•,. " .,. v •,:' r ' : ' � : '. NO. i F - �O NAILED. �. y;�is•�i:;'��';�•,.�. � ° ,�I. �•' ,,'� ' f ,, ' - E = 1 ,200,000 _ . J'}��.,fi�,{u�('T r�' �r;�'�' ,i�'•,w,�1�• �;� •.'' „• w'`�: � _- h. �• ' t" i ,�. p It�I,TT! i'i . G ''} - r ._ 'A,t, ��' 'd��,l\ •�'trt ry^ 1 1 ��;, ,.(�, e I, ! + '',' - '(�,�.t J� ��` - F' . BLOCKItIt;, PLATES $ BR1J'.'I,dG F- STAPdgARD UF' BETTER ) 1) 600 •��.�,,;, r� ` � ��'�•`'' f►�1 .�'. � ,: �:, ,:a ,� . • .: �Jl,;/ - STUD � I M, !•�; '�•' `I�1� 'I` �lT :r ��' .K'�Y i♦tS;' 'C 1`'�'s�! .( '�+,. � C•_�`�•., ,� `'' ' 0Q ,,T iI U Gl,noc � � r , i, ;� �;�, ,• 17 T��yf,r l,,..:'a ,�' ,•��, : r � ., C� ' ) '1 50(1'00(I E E E NFOR_C I NG STLEL . . ,;{,�`(,�,; y`tr�"' . :• �' h.:. �; , • ,•,, .,w " ��t ., t ..... .I�' ; :''t�,: ,'�.; �':. ' ! ,Jr ;? ACI_ �'!L^11)Ek• 3X t�h LESS (LEAST UIr1E�VSIUFI SPALL BC ��IAYIMUM 19',; ri1 ISTURE CO !T f�T . 1 • ALL REINF�RCI'NG STEEL FOR CONCRETE SHA - R � r � - •: '�{' �.4 � '� �' � �.' ' � - • I 0 t C , LL CNF t1T r f 0 0 (� U.B.0 SrAIIJARDS NO. 26-4-76 3. PRUJIUE , OLID BLOCt,IN_, (SAI1E DFLTN OF 11Et1P, r,� nT ,�Ll. f0l�llS OF BEARING AND 1 x 4 AND ASTM A61� GRADE 60 FUR ALL. ,�+" .;,,,,w «.., •�:.. i �, ., � 1.. , �;�. -' � •�, �'' " ''. : ,�' '`� r' . ¢ „r-,,. .�.: .. �,r,.: '. iy'.�� nb,�,r ,,1'� �j_ �./A,p V.. �6 y:,'f.'•'(t",' I',., , � .� BFli)(,IN(., 8, -o,, O.C. I'1AX1111IM. 1. . ALLREINFORCING STEEL SHALL f;E_ U 7A ' r - 141 -' . I• , :�, �,,, • '. r' !, � w Y �;'� L E ILFU, FABRJ.,ATED AND PLACED IN ACCORDANCE TH v „��'' �`;,r�+?'' '+ "�'Y� r F ' . � t•a'' 4�' - t�. ALL I_i,tl.S ANO LFUr,E,,S IN CONTACT WITH r'1 Art DETAILING MANUAL - `• ''• -, � �t ,.�''ar' -, � •' �, ► .M .� . ';� , _ CONCRETE OR ASU 14,Y SHALL BE. PRESSURE 315 80. , . . • 1, i� , r4., k �r .�"?t A t' •�� ' rl..f ' .., r.TFL �T�J. LEIIR ;-LAY 1,E SFnNlATt.9 FROM COPCf)FTE O. R ASOdkY 1, TI; ) I_B. ASPHALTIC FCL1 G STEET , SHALL BE ACCURATE Y ANDSECURELY PLACED. • i ` ' �� , ��•.�:... ,��''' �''"', v.I *,�dJ.•.a,�''�./��.'>.'r`:;''' � �, .i'r:Qd; ,C, ,.fi.rnI'♦.. i '.y�,/i, (�'.. ,s,.'}+ �.'.R''•Y�-II.,�•i..: .., , �y•'�; .r ` . , I) I I , ) I �t - , , , .�('' ,� L c ti q �+r '`�1'rt•, ' ,r,a , ,.'�,,,. �,Y'.�i .` $.. . .i". ',.�'.. :.. 1•, , ;.�. U .UGLE 1lt< JUl575 111f)1_R AI_l. I AF.A( LEL I AR11T [OI1S. B. REINFORCING SHALL NOT BE BENT OR DISE A ) FOR ':� • •�;•� ` }?' .•' •, a:�� {•-••._ ,'. ,, ' • , •',�' • . �y ..,�. : �+�� I::�;°��I , � - , • _ L CEl ] THE t,JNVENIES ,..E OF ..' .. 1' •t 4N. ;�f ,.� �_,d ,� f•�k`�F�', r., • �,�. �( ,t _ '� ' fit],�1�1,•,,��j�• �y b (� OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGI'�EER. ., , l�, r�', �' •. , .- +�. FOR NniLlhl(; SEE SCHEDULE AND 4�Rr1WI11GS. �+ p'• ' ' C MINIMUM COVER FROM CONCR T � R� !r9.�� ' ., �,,� sf?:,� ;' ;�.: •', ,�. .ti, ,�'r. �,�. ', ,• . • E E U r AC£� TO REINFORCING STEEL SHALL BE: �• c t'.. ' �~?. ,II; J. ,r .'�`�'�''`' • PLYId00u SHEATHING 3" + 1 2" T f' , ' ,. '^ `aR , , :,. t�;•,�t+,*� ; ''' -�+ '�'�•`� ;'�� ,;�,,.' ».. Y < r , 1 ' / 0 BOTTOM OF FOOTING I hl, � I'r<• : :r:�y... •� ;;: ��{�(, ,i. � � ;(i:j l.a�, �I�,t �L':�`:�' a� �- ') - , r ,- I t r + i'. 5,, .kk 4 ; .� ,3. •, 1" a. ,�;~r'T , th� .. - . 1. ALL I I_YI'IOl)ll SHLAT+II;I(; SHALI. liC CD GRADE, UNLESS TI ! hIJ F I • 11 , �`` � �t,� �, .•., >If ' ;�•.' •�'+ L SS 0 i _ I .,_ SHOWN, 1<IITH CXTCRIOR �LJL l + 1 4" TO AR - '',.. i�� FACE OF a1Al_L � ' I'1AVIlFACli1'rtl.l� Til A(.I;ORDAt1CC WITH PRODUCT STANDARD PSI-74. - , ' ;.=. •:. -. `' � '� �w '. , . , ,•�, '' "'x' :;, ;�� ,. '�-+' :: ♦ , r' , ,r ,�, ,,' „, ,•� A. ilUr)F SHCnTHIPd(; 1%?" OR )11 Y 1, + 411 I 5/f IlJill 32/16 1 _ 1/ TO INSIDE FACE OF .JALI. y tt �' �')' .,�.t �' �• ,�.,� ;,�,r,� Ir ��,�:,' � .y.• ft ,, t3. DECK 5 3/4IIJ(1FX 48124 T & G 11 !1 � >;. �♦-� � - � Its ,,'�I��. .�,�ra�ld•a;�•':�•'��e.►�:� - � , 2 + 1/4 MAIN .,TEFL BEAMS AND COLUMNS +' � " -,(� ,. t, .'. r;��r. ,,,Ilt,q.l �ti,, ..• ;c,. , '"�s.� J C. FLOUR - ♦ � s / (, 1 ,: .,I'► , '! +.�'� INDEX I U X /1 '�, WA , _ (, � -A',? ,t ;, fi �'•. +`:114 s •7�,-, t, " Nt � t�j tl. - J. .InI.LS 1/1' INDEX ?_4/0 � 3/4 + 1/4" SLAB TO TOP AND BOTTOM c' ` ` ..;' „ •, r �,. .� r,i.• `'� `r. �, .° kd �'ii, < � ` `� y;• 'I' , •' :+- � ,,"k t � ,i.''�,,� � _ _ SURFACES . . t�. ,• �.• '�,�; „•� `•�s. ., � r , .�'' r . , , � .�;,�:+y I� ;•�„�;; ;�, ., - l l 7 f f{'r, I, .�,'�i1 ,! ,�y. „. .9'In.�+� Irr•. 1F'.� y ,�v.J�t,• Y, r «t<�'i�It i,i,k•.F .,��,' ,+'':�' •'t .'>'Y(`i.. PLYIIOOU SHEATHING ,HALL BE LAID !•11TH END JU1tdTS 5rnr,GERED, � . �,- , '��;�', .� • •, . , - `:r • ' .:u + 4. `�� • �° :�` ! . F. LAP ntl BARS A MINIMUM OF 36 DIAMETERS T :�, , *�:,' : ,,.�� ';�^ � ' ).;;� :� ,p, � ,.,,,; EXCEPT AS O I HERWISE NOTED. tP r.� , �.f ' `-, ! r}• i 3. BLOCK ALl WALL SHEATHING 4'1ITN 2 x 4 FI nT BLOC AT ALL EDGES. y,'. , a .•_�• ,. , . • ,I;+ ''�,• .• „�.�r ,��.'�,,t• �,. ,� �,:-::. .' ' . ,• , 4 . NAIL AS PER. SCH4�Ulll.F AND DRAWINGS. ,,.:,r.+��. ,.�, s+,M !r�. �I,+;�:� r. . � ' �., -��`�f''��. .+tt` '4` ,,;� ' -�,"�; ,N.rz?t!,' 1:� ► �I: , . 5. LAY OUT Pl_Y:JUUf) TO ELIMINATE ANY lII ) I. ,�= ,t�'•)`.�t;� :}:.f(��' ; ; �:t �:,+: ” 'Tr, in � � ;� t il'{d.: :', � , I �..�. '✓ , 1 TH L[:SS !!Intl l -0 .�;'' �;+y��,s• �rt,.+ �. ,,� , � �` *J '? • ^?•liKj,�' +t M. l t'.'(..t ' �' ��',�,1L' i,` t �j'p 1.( :t! ,• ° f � •4 t t- �•�' F:1 r ,_ „ '1 v r ' .' qif IIKKt*'t 'M1-" .' �,k ' , `CtMrl':i' 'j'''.1Tlr' 'f * �, ♦� •� ,1 i. 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TN I�'C Gem. �L. IV 1`NiG1G c c�X 1 ' I I 7 r BE.YvND FI>ZE' .c rj \'� I REPLAGE L �'1 C>fE 3!t�+(''I ----J_ i i •• '.. - I L1 ' I I I ,I _ . ,,- - 'tet I I, , '�!C �� I , � ' I I ''�'t,.�i✓�I'.—, .._ f '.'I .� I I l r-��..II r.� li'i � I 1 � � I , � •--1 � I\`•I � I I v , 1 ) —�—.'— _— __' I ( jp� I ' ..rL...-{1 f-- r +� � I I i k' ..i' �. t-ti'W .�! I I` ( Z / Z• r 1 �.IG, F;? 1 1 � i -- �._ — r � I -I I✓t/�i7,tiC:."3/y I I I L JJ _'f tI. � � � -�'- I I -� I I , � I I �.� � I � I �err,. �� `;'- �.r.•�,tii��'��_� I �I -._ U�� ;�, � _ _ I �.. I _.� I I I , v!rk �� T - I��.. � I I ��Z`�, i � � � � � �. - o __� .._._—. _ -� I � , '�,�,'�-ulUk_ c-►a . I _ _. - � f � .:I I�...r- ><- n� d.,.v� X4•-1 j.�,t� I rt--=�,: y-=, 1� I 1 I I ( -�^1 I � i� 1 I I t I � � -� --� i � � CIO + I III OKI J1 C'l I "'� ,�' -- - � sJP��'✓ -n� , I R 41 i ! 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I l F olam, oo ' 2 I � � � I I - - ___► I I �� - - IJ�IT 2z C��P�-� �� I , a- .- � I z � r r � i � I I' L IN - -- - __ _ -. _I - _ _ NIL I � I .�`� I I � t� � �-- I _ I 110 I n I to I 7 L Z-i1- - it L 1 11 r I 10, I • �dlj�•ir1r.-r.sr... ._-M�l.rr. 1 IIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII LLI I+IIIIIIi+VIII I+IIIIillIIIIII( IIIIIIIIIIIII LI� IIIIIIIIIII �III IIIIIIIIIIIIIIII I�Illlllil � l `IIII� IIIillllll I IIIIIIIIIIIIIII IIIIIIIIIIIIIII - �_ 1 21 3� 4� — 5I 6I 7 NOTE: 1F THIS MICROFILMED I _ - DRAWING IS LESS CLEAR THAN 1HIS NO11CF1 IT IS DUE TO THE QUALITY OF THF ORIGINAL Qs f!Z BZ LZ Z 4Z Z Z Z IL 7. 8T i L[ I i i t s�[ t it T 8 B— L 9 4 i► is >s i w DRAW IPX;. IIII uIIIIIII IIII�III' IIIIIIIII IIIIIIIII IIIIIIIII IIIIII I IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII (IIIIIIIII, 'I'llllllllfl I I! 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