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IIIIIIIIIIIIEIIIilli Illl lill 1111 llllllll illlllilllllllll Illiilllllll Illillilllllllll illi IIII il111111�� 1�,11IIII illlilll Illllilill� ._. 11IIff� 11111111 ilfl_ IIII LIIi llil Iill Ilil fill IIII IIUIILI IIIIIIII IIIIIIII Ilillllllillillll�lllilllllil Illl II. IE �t If ' t, iY 1 } GENERAL NOTES RFD PRESS FOUNDATION ` April 27 , 1987 . 01010 SUMMARY OF WORK The work under this contract/project is to include all the labor , materials , transportation , equipment , supervision , and services necessary for and reasonably incidental to the completion of all construction work in connection with the drawings and specifications Mechanical and electrical by separate permit . 01050 COORDINATION The Contractor shall verify and confirm all dimensions and conditions shown or implied on the drawings and specifications as well as the physical conditions of the site . Notify the A/E of discrepancies prior to start of work . Contractor shall coordinate the work of all subcontractors to prevent duplication of effort and to insure proper sequence of operations . 01070 CUTTING AND PATCHING Patch and repair all existing work damaged by new work to existing condition or new condition , whichever is appropriate . 01080 APPLICABLE CODES Applicable codes on materials and workmanship shall conform to the Uniform Building Code applicable State and Federal Safety Orders . All references to codes , specifications and standards shall mean and are intended to be the latest edition , amendment and/or revision of such reference standard in effect . f 01400 TESTING LABORATORY SERVICES Owner will employ and pay for services of independent testing laboratory, working under direction of A/E , to perform concrete test . Contractor shat 1 cooppr?te and furiiish tools , materials and assistance . ��D PR�FFs 9382 � OR�COH • -1- �O f°� 20- 4 S 2, -AS WRLP' V N� �+ 7 r � � `M ,.., A .. . ... .tet ii-✓Y.'i4M4r,.a.txilSt �..iV,ilM.: N•L .. .iw yr..+.- ... ......� '"VA01601 now 05 r � S , ( 1 ( � � 1 1 1 1 1 1 I l l i l III III I I I ( • I � h,, I I- � - I I. I . .,.1�.1 I I t I ( ,�,�,- 1 1 1 1 1 1 i l l A NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN :4 THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL n E Z Z LZ Z 4Z fZ � Z Z. IZ 71 DRAWING. I i,1 I ��I I I If 1111 IIII Illl Illi IIII ILII IIII IIII II{) illi IIII lllllllil IIII Illi III! II -, 1111 llllllll�ilil IIII IIII IIII 1111 IIII IIII IIII IIII IIII IIII Illi II1I�{III IIII IIII IIII IIII IIII 111111 ill Illl� r 1�,11 .li1 IIII .III Illi Illi IIN Ilfii 1 I III! Till IIII III! I��i illl�l l —.,..T ...� „ . � ._. ?^.�•,• ., Tit; fJUN 1990 .. C w�'+"�}"wMrwaW{:TF4 .::A•i.;y �e`L; , 'Y -C'b'" II:S+-,S�.T.ew4+ -......,..�,c.•��,_••� ' 1 k ii 5.. jv r ^ i t h. 1, ?. M ty: t7 i i 01500 TEMPORARY FACILITIES Provide and maintain temporz,.ry facilities and controls required for proper performance of the work : ,I Temporary utilities such as water , electricity euid telephone b. Field offices and sheds c . Suanitary facilities d . Enclosures such as tarpaulins , barricades , and canopies . e. Environmental controls , such as dust , dewatering, weather and fire protection . f . Provide dust control barrier between existing building area and area to be remode l ec' , Any work damaged by failure to provide protection above as required shall be removed and replaced with new work at the contractor ' s expense . Maintenance and Removal : Maintain all temporary facilities and controls as 1 onq as needed for t h o safe and proper completion of the work . Remove a 11 te�iiporary facilities and controls as rapidly as progress of the work will permit , cr as directed Dy the A/E . 01600 MATERIAL AND EQUIPMENT It is the contractor ' s responsibility to be certain that all equipment , products , and materials selected by him, or for him by his subcontractors or materials suppliers , conform to requirements of the Drawings and Specifications . Approval of manufacturer does not relieve contractor of responsibility for providing materials and equ i Nment which comply with Contract Documents . Qualifications of Manufacturer : Products used in the work of this Section shall be produced by manufacturers regularly engaged in manufacturer of similar items , with a history of successful production acceptable to A/E . Qualifications of Installers : Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods ne?GF_d for proper performance of the work . Delivery, Storage and Handling : Deliver the work to the job site in such quantities and at such times to assure the continuity of the installation , Store units at the job site in a manner to prevent physical damage, and in a manner to keep all markings visible . _2- .� �. y � ., ...,,».rrbw.A#IM�Nryel�»..wwar,�.r�r.�r,r„...wrrbn'•+wr�ir-.�rusaY3r�"d�?vrr.:._: .�x.. ' il � ilc cic cic c � c cic cll cic cic cic cli $i i cli ill Ali ilc ilc cic ill ill cli ill clii c ill Ali ill ill ill ill ill i c i i i i i � � il � � �,i iii � I� lilc ilil � lil � lilili ili � ili elili � _ . L. NOTE : IF THIS MICROFILMED � Z _ _ _ 4 _-- -_--.� �. 7 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO _ _ - -- - - THE QUALITY OF THE ORIGINAL Z Z L Z Z 4 Z Z Z � i Z Z 6 .i I I 1 _ T I T I I I 6 L 9 9 8 Z T DRAW I NG, I' 1, 111119 I 1111111111 IIIIIIIIIllillll Ililllllllll ILII Iliiilllllllllll,�III (�Iliilf llllllll 1111 IIIlilll Ilillill (III Iil( ilil� IIIIIII IIIiIIIIIIN Iltf�iil,illllll illi IIII III Illi Illi lilt Illi l�lllillllll Illllillllllllll Iiiilllllllllillllllllll • E 6y r ) 1990 Iw- --low I r 17 y 61 4 ii t; ly, h i1 'i �I+ i� Ir Protection : Use all means necessary to protect the materials before , during and after installation and to protect the work and materials of all other trades . Manufactured art i c 1 es , materials , and equipment shall be applied , installed, connected , erected , used , cleaned , and conditioned as directed by the respective manufacturers , unless otherwise specified . 01700 PROJECT CLOSEOUT Project Cleanup : Upon completion of the work , remove temporary buildings and strictures , fences , scaffolding , surplus materials and rubbish of every kind ` from the site of the work . Before acceptance , leave the building , interior finishes , glass , floors and ceilings broom clean . Certificate of Occupancy: Subsequent to final inspection from agency having jurisdiction , accomplish necessary corrections and obtain , arrange , and pay for Certificate of Occupancy. Project Record Documents : As job progresses , Contractor , Mechanical , and Electrical Subcontractors for their work shall keep at project site an accurately marked job set of Contract Documents showing all changes and deviations from original drawings . These shall be available to A/E . Accurate measurements of all underground services and utilities references to the building shall also be kept . These records of buried utilities should note changes of directions and location by dimensions and elevations , as the utilities are actually installed . ( Note : Above requirements shall not be construed as authorization to make changes in work or layout without definite instructions in each case . ) Upon completion of project and bef ore f i nal payment contractor shat 1 transfer all changes and deviations indicated on the project set to a new set of sepia transparencies . After incorporating information , contractor shall then forward to A/E the complete new set of Contract Documents covering all work including his changes under this contract , showing all above information , changes and deviations from the original drawings . 02010 SUBSURFACE EXPLORATION Soils Engineer or Independent Testing Laboratory will be retained by the Owner to observe performance of work in connection with excavating , trenching , filling , backfilling , and grading . Adjustment of Work : Readjust all work performed that does not meet technical or design requirements , but make no deviations from the Contract Documents without specific written approval from the A/E . r3r ,illsa � IIIIIIIIII ' IIIIIIIIiIIllillllllllllllllllllllllillllllllllll 14111 11 I I I III I J I I II III III III Ii � II ( I � III i ( � I I � , �..I 1 �II IlPI NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO "�' ----- -- — THIE QUALITY OF THE ORIGINAL �� S Z 8Z Z Z � 4Z Z Z Z IZ Z 6t t LT t Qi t DRAWING. Illi lllli l I 11 I III IIII IIII IIII II I I l�I l illl�llil 1111 IlliI 1111 lill till Illi 1111 1111 illl illl 1111 1111 llil lill��,j�;'� 1�,11111I llil illl 1111 1111 llil � JIIEI tI11111 '1111111111111 11 til1111111 '1111111111,111111111 1L1 11 lill i9lli lilt Q11 11 Ill) �1111 Illl Ssill illl Z11 11 liil i111,1. 11 JUN 4 ) 1990 V � y ....... ,•,^y..+wi�Ml*"eMM"+'i'' ilk' .:'�r'r - .. &i ,l�ry(b AWL 1 02220 EXCAVATING : Excavate for slabs to size and level shown or required. Allow for form clearance and for proper compaction of required backfilling material . Slab to bear on 6" of engineered fill . All soft , wet or soil of unusual condition shall be excavated to firm, natural , undisturbed soil , and backfilled with specified fill materials . Contractor Inadvertent Overexcavation : Backfill and compact all overexcavated areas as specified for fill below, and at no additional cost to the Owner . Excess fill materials : All excavated materials not required for backfilling or other portions of the work , shall be removed from the site . 02225 FILL AND COMPACTION : Compaction : Areas beneath slab shall be compacted to a dry density of 95 percent of the maximum dry density. The water content at the time of compaction should be within ( plus or minus ) three percent ( 3%) of optimum. Under slab granular fill shall be a 6" layer of compacted 3/4" minus crushed rock containing less than 5 percent fines passing the No . 200 sieve free of organic material . g B; iJlFill lifts : Place layers in maximum 8" thick lifts after A/E approval of subgrade . Compaction standards : All compaction based on AASHTO Standards T-180. R 03100 CONCRETE FORMWORK Design of formwork is the Contractor ' s responsibility. Standards : Comply with all pertinent provisions of ACI 318. Formwork in accordance with ACI 347. Design , erect , support , brace , and maintain formwork so that it will safely support vertical and lateral loads that might be applied , until such loads can be supported by the concrete structure . Construct formwork so that concrete members and structures are of correct size , shape , alignment , elevation and position . Provide shore and struts with positive means of adjustment capable of taking up formwork settlement during concrete planing operations , using wedges or ,hacks or a combination thereof . -4- - r �111T111- NOTE : IF THIS IAICROFILMED' � • _ I - -�--.-.-- ;. DRAWING IS LESS CLEAR THAN THIS NOTICE . IT IS DUE TO '- THE DRAWING. ALITYOF THE ORIGINAL S Z Z LZ Z 4Z Z G Z TZ t) Z 8T T LI T T T T I IT l 8 8 L 8 9 ► S Z i �millo16 X JUNE 4 11990 � j t t n h 'Ir I t f^. id 1Y fr f C 1 Support form facing materials by structural members spaced sufficiently close to p~event objectionable deflection . Fit forms placed in successive units. for continuous surfaces to accurate alignment , free from irregularities , and within allowable tolerances . - Provide formwork sufficiently tight to prevent leakage during concrete placement . Solidly butt joints as required to prevent leakage and fins . Installation of Embedded Items : Set and built into the work anchorage devices and other embedded items required for other work that is attached to , or supported by, cast-in-place concrete . Use setting drawings , diagrams , instructions and directions provided by suppliers of the items to be attached thereto . Edge forms and screeds trips for slabs : Set edge forms or bulkheads and intermediate screeds strips for slabs to obtain required elevations and contours in the finished s1ab surface . Provide and secure units to support types of screeds required . Cleaning and Tightening : Thoroughly clean forms and adjacent surfaces to receive concrete . Remove chips ;, wood , sawdust , dirt and other debris just before concrete is placed . Ret i ghten forms immediately after concrete placement as required to eliminate mortar leaks . Removal of Forms : Forms to remain in place unti1 concrete can safely support its own weight and load thereon . Contractor is responsible for form removal and any resulting damage . Repair or replace damaged work as directed at no additional cost to Owner . 03200 CONCRETE REINFORCEMENT The term "reinforcement" includes all reinforcement needed for concrete indicated on the drawings or required for a complete operable facility. Reinforce all concrete unless specifically noted otherwise on the drawings . If no reinforcement is shown , contact A/E for requirements . Comply with CRSI "Manual of Standard Practice ACI 318" . Reinforcing Bars : All bars for reinforcement shall be deformed , intermediate grade steel conforming with "Specifications for Billet-Steel Concrete Re i nforc, i ng Bars " , ASTM A-615 and Supplement #1 , Grade 613 unless specifically noted as Grade 4U. Steel Wire : Comply with ASTM A-82 . Chairs : All chairs and bolsters to be nlast,ic or elastic tipped . ... SSW- pp- 1141.1 y , � l 1 � I a.. l ltli l i lli 1 1 it .; I I I I 1 1 1 1 1 1 1 I I � I .• r - .I . � WTE : IF THIS MICROFILMED _� 10L 11 1 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TOTHE QUALITY OF THE ORIGINAL DRAWING. II� IIM tl`�t1111 111, 1111 ll � I I1I11111 IIII IIII IIIIIIIiI IIII IIII IIII IIII Illi IIII Iiil Ilii lilt II Illlllllllllll�lllllllllilll lllllllliiillllllill IIIIIIIIICiIllllllll llliiilllllllllllllllillliillllll� � 1�,Ilil1! Ilil111IliIIi _i�l llll Iilllllll y .w ...... .• f 1990 JUNE 4 „r.!u��.a r . 184•�...;r ,,...,.ttl r Jt. .. . ..,,. ., x,a .. n ;ir. riz. ,r. q;.:a. .. tr v . .: ;�. � .,, •... .,, ��:.� .;. f'rik»a�r � ,,. v•:r;:: r . ,.`; . . , j` S S i. G P t 1 t o A General : Fabricate reinforcing bars to conform to required shapes and dimensions , with fabrication tolerances complying with CRSI Manual . In case of fabricating errors , do not rebend or straighten reinforcement in a manner that will injure or weaken the material , Submit shop drawings for A/E review, 03300 CAST-IN-PLACE CONCRETE Codes and Standards : ACI 301 "Specifications for Structural Concrete for Buildings" ACI 305 "Recommended Practice for Hot Weather Concreting" i ACI 306 "Recommended Practice for Cold Weatier Concreting" ASTM ;;94 "Standard Specification for Ready Mixed Concrete" Mix Desi o : Prepare design mixes for each type of concrete . Proportion mixes by either laboratory trial batch or field experience rr;pthods , using materials r to be employed on the work for each class of concrete required . Furnish certified repor`.s of each proposed mix for each type of the work of this Section . 3 ,000 psi concrete minimum 5J sack mix . Concrete Strengths : Slabs : f ' c = 4000 psi at 28 days , 3" slump , slump tolcrance plus 0" , minus 1" Cement : Standard brand of Portland Cement per ASTM C-150, Types I or II at contractor ' soption', . Use only one manufacturer ' s standard brand , type and grind throughout all work of a particular type . I Water : Clean , potable , fresh , and free from injurious amounts of oils , acids , alkalis , organic materials or other harmful substances . Admixtures : ( agents shall both be from the same manufacturer ) . Air entraining agent : Per ASTM C-260. Water-reducing agent : Per ASTM C-494, Type A. containing no calcium chloride or other accelerating or retarding agents . Fly ash prohibited . Aggregate : Comply with ASTM C-33 . Floor Slab Hardener/Dustproofer : At contractor ' s option . 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V co 1 C._Il ZC•1 `T�NC �� , � i r Eft% J4K -- � cz -- 1a1� wltrt- •-�I �TINc•^ CL , t Wr-rNG. FILLF-L- Mrs . Iw I1-3r- -r �-•. � `\ u��- - - I I M � ' �o �:r=-�t-►�T>✓: w� H - - - � r�TI�r�r.1� o �' --W4� 'U'TIS"' �_ T ` L. 5S* L �Q'�~ '' �0 � �� 7 Df A CT IGJNJ4 G�vJ � �. � c � �- M i cl "1 TAS A I ►D �,�y ;-� ,. , c� h�l_ � ��.:�i;� '► ► Q� I �T off_ �E U4T I��I�1 �� I- L�N - l�;: 81 'r-` !T I N 1 T! 6 "- ' I t II/� -I --G' Sr7• ', S' R, S/S'�� t=nom, t Lrk*'- Pti t t71t`'!L►+�sl(rs.J�s \SI:•3 ,� ' I 'C% ij� �, I ' ''_ I'-.r' +- , . 1 1. K i K 7 — - - _T 11 I i• 1 - �t_..._.._.I!-OII_.. -._ I' _C)II__. _ - II New EAWPTlr�� y t~-.. 1 -71L r1� I W Io w1l w4- Ilf 16. 5.k. c,N ( pATE l 70. fANF-L _ _ t 4 l DRAWN BY: Fu`(- /Lr�IF 1 �` � '�-� •. • _• _�—"�l r 4 � � • •�'>� -� �� 'Z✓ 11 'I II ( -1- J C; �� n�/I t'✓ d i' 11 � �Jil � lli II � 11� ' _ �. _.� --I • �� A .I ` � � K �`' F Ir I � ii� J 1 TI •p�GG7✓✓� i - z CHECKED BY; _ G - - t- -- ,I• c LT - u x I�TIN�-- _ -- '.9 ---CSM pr T'A�•K I�IELC ;ti-a -� t REVISIONS LA WA L L AI 6r - - Fri 15 N c' T I hI C-� cz- r c l VFr�.T. I+ * � q' AALL , N 0 I Hc _ ! Printed - - _ _;__ _ ___ •^• � - Fx IG 7!1,4 _ �,.7 U f, 1`4' 71 L7 UI I -A"�E_L _ - --- 1 + �� TH11"DRAWING[ARE THE MOPERTY O. - MAR 1 MACKENZIC VAITO Ir A AEEOCIATEE. V C uu�I+ II WRANY MANNIE:OE OlEM,sFAM1TH TTI CED IN ANY MANN[R, EXCEPT WITH THE I _ MACKENZIE ENGINEERING c INCORPORATEDSHEET AT- 7- 1, 1 � 'O r,,,A f`�Y L v K r .7i � _ - `--� SD-3E. � ! , � —OF_ - JOB NO: Z�4o21 1110 +I III III I I III I�I III I I III III SII I I III III tll I J I I I i l l I I ( 1 1 1 1 III 1 ;I-I 1 IJI11 (I III I III IIII I III-I--I-I--I-II-I � II ,II I NOTE: IF THIS MICROFILMED 4 h1_4 DRAWING IS L= SCLEAR THAN I I I_I_I I 1 I I II 1I_I 1.I 11 I_I III_I I_I I I I 1JI I I � �� •---: -'-�� _ �.. THIS NOTICE, :T IS DUE TO THE QUALITY OF THE ORIGINAL g $ Z LZ Z 4Z Z Z Z ! IZ Z 6� 1 Lt 9T r11111IN4 DRAWING. IIIII1�11111111�1111 IIIIIIIiI (IIIIIIII (IIIIIIII IIIIIIfllllllllllll (IIIIIIII (IIIIIIII IIIIIIII (IIIIIIII 11 Nil IIIIIIII 11 �f , 4 . . JUNE4 9910 T.Iw..l.w.. ...,.1YYi`uA;1/.lt�us•.�- ..�:.um,.s,..;y�.,..�.�s.�",:� _ ,.•wr.l.n. h r ' `• ti, �'' r A 'FT Itw**t' �":! tdt'u t '' y#k:l rO"Ns.�' i ET.T+a"ltt' t�i ,� 7:Ir;=r ', y�rS Fd° f + ±t '!' :a,,•w f 'r M1�� ►'. Q r9 t 1N47w.nt w_ . r l ) r 4 T i`'. i `t 1 t da'" ,t"" 'Q }}��' ;t�t�� lµ + tit, v +•' rMON _ r' t - , I - , j ;• •,f', '' a t' •!,R` t• ,a� �r�7•'±�. .. •• A...` ' . r % �• _t i yyrS'i. • s. r �k ,• �" 'f` 'h , x ��^.� ,a "> ►x } -',{ _ ?,• x, e�... +r' t• ,. r . . � T. `C ;� .:I� � �� \ 1 , t r 4 TF MSE: ``Spray all briers is Wath saufc pglaat3n� 1►r+e�i tt' '* > ut . L ` See epeeirie bona. Re;fDfwf+e all briar p#i,tt�itt• iro+d a 's Mhet; t < , r s�cl�atin� Mt4w and Alder "Roundup" ep�iry as required for eradicatidn of briars. j - O .L O -!- - \ ' 1 a L' 4 • 0 lu ?00'0001 -7 C2 , 30�941 A.AA' r 7.w , gar , •' �• . �.ltYI l`f'►r�_-.f✓'�s:� '"Lr /\i1v �,.� ,/'►.I ' �.J l,w, \ ,1.. ( " a Z TPC 9 P I... (� Uj F r 04" 1Q v Y o W N 4 I• 14 • Z 0 j Ir 0 T ' in a to regain �X.18t PI10t i r TA G ' 40 TUI[NI N(a •• - ' • AN6L E _ 1267 V C) OL . 1 Existing Na ive Oak ®� CITY n P � ` � r..A ,._.r • , a. R F F'n.1 :� 2-fg• �E r t� � F C� U.Z. T t ►...12.�s V 1� 1 !.{ �"� Cp ,. sr ry N a R c. .v ►rz v — s F s P ff" - _ I \\ PLA"' �• �1 r APPP�Q�I�:n BY � --- �,, R __ - �•-'../'• / �'- ,, 241.K• ,� V • TITLE-- r Existing Rhododendrons • Bxist I `" DATE -1_�- _ S�� --•-1 y, Ing la and Vinoa to Pines to remain remain `"EXISTING OFFICE -" - C � -- - - - -- ------ D GE EX I ST l NG IrJAR EH DuSE" � - ----- — - _ CZ fz a. Axieting pouslaefIr g JJ s E�ciatin Pine and Phot2nia � Q� �+ C • r ,CL r �.~ lusting it ive Oaks. _ •` Z CZ • °u0 G L.. 30 r• y '. .V # Plash arrant ib' for isi�rinfftition'oglf. 1.aui�cap* contractor shall supply plant 5 _-- _ - •,,, :', >~wterial and phut all Iptnaa a+ shown on the drawings. Existing Vine Maple, Rh draft�tf.� - ,, - Aza.leas and Ivy to rrutin CZ 5 �, PLART LIST - - ,;� jymb21 �tM Nano S�grtd Condition � r,• 3 A !-1 Exiet Poplar to remain �- 7'-8' . B&B or boxes, 17 o.c. t, 00' . TAC AcVineiMaplet 3st.em, 1-1/4" caliper minimum. 9 ( TSR 4 Roar rubru�a ver, Red Sunset 1"-1-1/4" caliper, B&H or containers � � ExistingFlowering Cherries, Pinea� Exiting Pines. Deciduous Azaleas and .� �C�� a y Red,�{iunset Maple well branched. . and Phoinia to remain a Ivy to remain �� t� H'- r �► existing Floweritl" Cherries � m ► ' and Photinla to remain. T'M, 6 Frnxinus var. Marshall Seedless 1"-1-1 4" caliper, Marshall Seedless Ash / B&B or oontaii�era r•" ,. � � ,�� o,c. well branched. _ " Existing Pines to remain N 35 NSW Rl1FZ .� �ff(�G�f �1 • t' Q • 1'M�' 1 Mals floribunda 1"-1-1/4", B&B or container, well Japanese Crabapple branched. L i '� , • c` �� _ — - r ,• ' C _ Pinu$ .ontorta 6'-7' . B&B, full, well branched, DATE W to _ 4 ` _ Amy d ' : Coast Pine 15' o.c:. r _ - '' ,' ' G � ..�' , rj_. .,.r v.\.• y •, •,=..!__ 7�''.! Shr � DRAWN BY: 3 -,zxZ•x 8 R F ,` if AH ( Azalea Hinodegiri Criragon 2 gallon can, 3-1/2' o.c. , full CHECKED By: Q Af%Z44 H/KH 12- !' ( GNB, nodigiri Crimson Azalea compact, well budded. td. ' vVIKEsA�� p gk4W 6Y 10 N u K� N Landscape Plan Coteneaster var. I. / , REVISIQNS ),1� a+faat gallon cans 3-1 2 0.c. Lowfast Cotoneaster minimus opread 12" t - 2,7-- Qj J I ; 20 O CP 28 Cotoneaster parneyi 3 gallon can, full compact plants, C� A i✓ �✓ - printed Parney Cotoneaster 7' o.c. t Imo # � ti �IMIgN ( /'�01'► Z" MUI�N - F'DI�"i 0►-., sr- L&7 4 MAR I 1986 MC 3$ Mahonia aquifolium compacta 2 gallon can, 12"-15", 4' o.c. full, \ Compact Oregongrape heavy plants. ' �=o �.,�,�►.,� c ,,, , � ,r�-► MACKENZIk k GIN f EkRING Photinia frazeri anon can 6 o.c , full heavy JDI1/MI7�fUR� ' � Z. 6 . '�4» G . ; ' „' �Z R i ,�J ,r.;;� INCORP ATE � !'' s'� Frazer Photinia 31�nts • : .. p OMnliNe•cru pat niowrrry OF �� ,"✓✓' A (r ••- �/ r' aNA1To . ANOCMMS. P.C. IMrM)Ai•All!MOT TO M11lM0011C� PL $� ". l rianus l us i taaRi ob 3 gallon, 15"-18", f ul l, heavy plants. 0•ANP 008W, MOM WM nr T► Co h � fs CsO►J } w �, Portugal Lature 1 o.G. •nifawott o• ' r { .. i • Cx�o�ntigprrtr SHEET +s � . Y rra hells 2-14.' , Peat pots, 12" O.C. i H R..11�►'�r 'T Q '� !a ^h 1 t.1 g11eh Ivy L MOM x^ I / peat pots. 12 o.e. r ` YB vif oft aingr Howl.es 2-1 4" .r 8of>tlts II ri.win,kle T= is / 1 r ��: of 1 - •: loom �'•' � J 1, ,• • • .. � , � f SII ill f �f flf flf flf fli flf 'fli ilf flf 'I i Ili Ili Ili Ili ilf flf fli � fli f � i Ili IIS i i iii i i iii i i � i ► i i i fif i i i i i i iii i!i' i i il,� i f Ili i i Ili Ili i i i i i i i i � x -° .-.. ,�.,.• I � 1 � 2 ( 1 � 4 I � �I fit �• il . � i � � li � `�� ` � .�� ib NOTE: IF THIS MICROFILMED �`— _.------ 1_ _.. I I DRAWING IS ISL ESS CLEAR THAN --- THIS NOTICE. IT IS DUE TO __ THE QUALITY OF THE ORIGINAL 0£ Z Z LZ Z 4Z Z Z Z I L Z 6 t # T L T. 1 Z T'�Z T 1 Y - j - - 8 iN- ji- 9 _DRAWING. iiliiiiiiiiiiiii1iiiiiiiiiiiiiiiiiiiiiiiiiilii1iii i it �;�J1�11 iliiii i�iilll, iliillii�iiiilli�illllilliiiiiiiliiiiiiiiliiiiiiiiliiiiiiiiliiliiiilriil !M 4 1 1 0 JUNE4 000000MEN&L J. I � I s 145'-0" _ tvn - -- 0 I ----- --- w a ---- - --- -- A - - A - - - VCIS _ ° LLIL N G oil LU lc*c cc A Q 0 NQ FN G`1 . Z U Z0 Q 25 I21 O / Y (a V ¢ e O C Be a a N I W ty I 0 a I FidNE.L JL ' I p 121 O i ' 4Q •� P - � _-- -� �1 23 t3 - I(0 O -� I I I'I IaD.NELJT, � H O o IG O N 3 1 V N 00 ca 0)O d4 pb g� I I ®I ' eA .V OD N 132 I I ox }^� L✓ -- II / Z8 .. -0ca 7 �O a '- I�; O 8 3o S to 1 to -N � rn _O LL " Keynotes N -CL-- z6 4 1 . Existing Warehouse 16 . Construction Joint, See Detail 18/;, ^ \\ ,`�� l'oF.oL�E C 0 1 2. 8" C.increte Masonry Unit Walls 17. Control Joint, See Detail 27/C 1 ® ( 3. SawcuL New Opening and Install Pair 18. Pour Strip Typical L • 30x70 Hollow Metal Doors 19. 6"' Concrete Slab with Y4 at 16" On �pMPIZEs-oolZ F<m - b( + ------ ---------- 4. Relocate Existing 30 x 70 Door Center Each Way IIC& JYEGi S. Existing Opening To Remain 20. 3-1/2" x 4-1/2" Downspout. Hangers to C I� IL'sN M 6. Relocated 30 x 70 Door be a 4' -0" On Center Constructed of � )i pl 7 . Fill In Existing Door with 6" Solid 1/16" x 11" 22 Gauge Galvanized Sheet 22 -- = I� 0 Grouted Concrete Masonry Units . See Metal . DATE 2'18(0 0 Detail 8/MA 21 . 100 x 100 Overhead Door DRAWN SYI ! - - _ _ _ _ _ _ 8. Relocate Existing 100 x 100 Door 22. 6" Concrete Slab with 6" x 6" w1. 4 x G Fp-T , Hie- QJ ) Install New 1-1/2 Hour Roll Up Steel w1 . 4 Welded Wire Mesh CHECKED BY: / J " vri / �� I I Fire Door 23. Tube Steel 7 x 7 x 1/4 - 9, Remove Existing Dock Seal 24. Canopy REVISIONd: Gi IMI G ❑ \ L/ zW 1.0. Keep Existing Dock Leveler To Be 25. Tube Steel 6 x 6 x 1/4 13Uq'.DrI - ` M I Removed. Fill In Dock Pit Per Detail 26 . Relocated Dock Leveler - Confirm Pit ? 22/C Dimensions Required and Install New Pit MA Q I 11 . Remove Existing Window and Replace with Angle$ as Per Similar Detail 23/C 2x4 Stud Wall with Gypsum Board on Each 27. New Dock Leveler. See Detail 23/C 32. Relocate Metal Stairs Used for Addition �K�I \ I Side to Match Existing 28. 30 x 70 1 -1/2 Hour Rated Door A1, See Detail 4/MA Legend I 12. Addition 81 (Temporary Truck Dock ) 29. Existing Concrete Wall 33. '4" � Downspout . Hangers to be lat �.w o.Awrw N.I l01x rA+ 13. Install 5/8" Gypsum Board Over Existing 30. Install 1-1/2 Hour Rated Rolling Steel 4' -0" On Center Constructed of 1i169 x wmw wlrreN a w. h-x1t1rorI WQLL boli ti HY�E� Plywood to Match Height at Gypsum Board Door 1" Gauge Galvanized Sheet Metal . O at Toilet Rooms. See Detail 1/MA 31 . Remove Existing Sliding Glass Door and 34. Relocate Existing Door and Frame. Cut SHEET NEW C.oNCrLETE WALL 14. Concrete P,pron, See Detail 3/SO Replace with 2 z 4 Stud Wall with Gypsum Patch and Repair Existing Opening to ►� (PO ci-lo WALL Km7N°'rt `7YHFAL 15. Counter with One Tub Sink Board on Each Side 'latch Adjacent Walls. Printed � 81 GMU WALL ` ' Floor Plan MAR 111986 A- 1 L 3211� W000 r-rkI•E. sTUe WALL 46 MACKENZIE ENGINEERING OF INCORPORATED -* NOTE: ' 111 I1..ill III III III III I I III III lil� l III III III III III III III I I IIIIIII III I � III III III I I III III III � I I I � I III I � � I�III u � � III III III III III III III I I ��--- ---^�--`-"_ _ -`. - DRAWL IF THIS CLEAR IrI � �I � I � �I � Il �lill4lili �lllik{ � IIa � ►'bbFb� �` �blll ��lil ��l THIS NO IS LESS CLEAR TNAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL OWING S Z LL L S L L L IS L BI I LI I I LI' SL L t [ et • E L • • ► • i l r IIIIIIIIIIIiIIIII�IIIIUI161IIIIII�IIIIIIIIIIIIIIIII�IIIIIIII�IIIIIIII�IRIIIII�IIilllll�illlllll�IIIIIIII�IIIL;ri�i111IIII�IIIIIIII�IIIIIIII�IIII �llllirtt�llllIIIIIIIIIIIII�IIIIIIII�IIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIuIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIII�illl - . JUNE 4 . "T J 990 2 1 > CD .. T — — - - W cr Z C I - -- - - - ' - 7 4--;- - _i4 - I R �- -- -I i , - - -_ G G a- T - G GKe notes 01 Tom-�. ! - rr �� - _I_ .--v �� _ T�P�- �- - �' _ �. Ti , I _A t� Cc IX W) Y _ I I _ - — 1 - 0 Uj �- WoL _ � 2'� H ?J �' N 2 1 -io I µ� ILb -1 Z3 � -A I WBuI It-U Roofln O O 2 D = '� W CL `I It-Up g - I 0 O N 4 I I z -- Z ~ N ?. 5/8" Plywood Nailed with 8d at 6" On Center at � �r-- � � II � Z v� Panel Edges and Diaphragm Boundaries u. 12" On p W LLI � Mo R Center at Intermediate Supports ( Double N ;: i 1 - irst Q. I I Y N- O 6 1 1 U � m ul V IA H i 0 10 ' -0" at Glu Lam Beams from Wall Connection ) =p _ < � , 3. 2 x 6 Subpurlins at 2 ' -0" On Center � _ --- - ,D '� I I � � Q � o 2m 4 . 4 x 16 Douglas Fir # 1 Purlins at 8 ' -0" On Center _ --_- � r - � L I - 1 � � c ; Typical From Grids 2 ' - 7 ' 1 I I I 1 (10 � I 18 c 5 . 4 x 14 Douglas Fir #1 Purlins at 8 ' -0" On Center - = 13 a �' N •r p I L1 r r�F �"� m Between Grids 1 ' - 2 ' 23 y I'� - - - I - C. o %L - - i r 6 . 4 x 14 Douglas Fir # 1 Purlins at 8 ' -0" On Center G 1 - — 1'01 Typical from Grid 7 ' -9 ' Except as Noted to 7 . 4 x 16 Douglas Fir # 1 Purlin - See Framing Plan for Location d- 8. 6" Concrete Slab with wl . 4 x w1 . 4 Welded Wire Meshl ' 9 . 2 x 12 Douglas Fir #2 at 24'; On Center � _ I 13 -3 � �� 10. 4 ' x 8 ' Skylight . Locate as Indicated to Fit �p I�'� T/ F�p tz� t - T/ F�r'I - _ T! p>MITS p �S GI I ��, cowMr� Within Purlin and Framing Membtrs . See Detai l - Q G �'' - Co'��4'I� �i 1� '' r 122 - x �'G2.' � „ • 4 Iixorl --•- ----i /�>_ ( Bid Alternate t e r n a t e #2) - -- -------- -- / 2 r3 (moi' 401/s?" t W I Q 11 . Ce� �c�rline of Footing. -� - --- �F I I 1 1 Cz -o R•F CL I I I 1 I I J CL 10 In ' ' �� L O 1 \ Q G o I I C L CIO LL x � L --J p X � CO 0 -N C 0 a .0 -40 G1 10 - -4 1�> T/ LF1�C�EI` c 4 Cd C RF A-4 -� I �Z�I_�'ICL T T/L P_W_-F,< T/ l E tx_E� _ T E cC�E t2 �. Ti�>=1. -1 r 4? O \ / _ _ -�I' �if� II � LI _ - -- < > �/ 1 J^�rl � V �J � 6 Z S = i Lz• 'T a a i- _�_---^_--- -- - - _--_-_ .-_ u r . r --- -_ cz f-E - - - - (tf - - - - um FOOTING SCHEDULE ~_ _ _ IX C6 i= U. MARK LENGTH WIDTH DEPTH REINFORCING(L) REINFORCING(W) 11EMARKs - +-- - - L -- A SI_all 5'•b" I'- I" <G) 5 x 5-ZII Cw S x 5 - I I/C_ .� I t<Fs 1 I _ �1�T U �E JI � ,i �= _____- -------- - ___ L —�- �_- -. _ D '1 ' 4•'-311 I -O" (+4 x V�-I o�F--- (b) 4-ri 3,9 I u;T. -,L-E D"L, I G �^ - - -- •--T- ----- ---_ E ��N I . r F3 (3� s Gcf\i'( SEE Ur L �I-oil ��.01' II.O'' —,K 4L�I (c� S,c �'I-VI' — -- 4 � - I I io IIRMW a J 2F - Nor u5F_u - --- -- . •SII 11`Q'' (4) ••I' ZI' 0 H I $II 4' �} K (b�'�4 31`1" W, SEE D7L. Z/G 14/G J 41-�I' ¢'•s," I'.pll r41 Q- x 3 �i 4 K 22-�I i1 goT. SEF 7? /c q DATE To V4-" P�H'Er��v�*R-7,2 t'to-w� �- - I , 'z 4'•�" I'-oil (u> 4 .�a'_d _ �I> �- -9" �_T_ SE E P7 L Z is 13 1-- - - - -I - - _-- - ---- ------ ----- --- -- � 1 DRAWN 0Y: r O L - ---8"O'� �_ __ - ------ - - - - --- �I GoNT. 1'-roll bn -Z)*c; �oN?. -_ SEE �Tl.. �.iC 'I !G ------- -— -� CHECKED BY: P� NS a 2III — --X - _ SCE cn�, 4/c ,, 6i� - --- i I REVISIONS: L e�� 1" CIC) 4- x �, -1 111 SEE P-L . 2 /G �'a/1 L \ 11-61 , II * � ' " "A # 1?' - amu SEE 7r (Z � , O Go -� '.---, \ Legend a STI W-1 NIJH�R _ -_--- � �>,tw o�AM��AM rw�WTr or MACneMtwiwTO A A11111111110MM ►A - - MISA)AMD AM MOT TO N MMOOVCMO MI ANY HAMPO• 2Xz MRM TN .IIRTeM MAMINIOM OP■ak r— --i FF ' SHEET Printed, MAR 11 1986 Foundation & Roof FramingPlan MACKENZIE ENGINEERING A-2 /8 if I' _o11 INCORPORATED OF AIA' .....e__.,•,,,� _ ,W mom _.- .. - .. . . ...,.,y..... M . III III 111 III 111 III III I I III III 111 I � III III III 111 III 111 III III III III illll I III III III I I III III III I I I I I I III ISI I�`I ' III IIII I III III 1111111 III 111 VIII I _ � 1i1 ilii ilii o i + l b illi illi NOTE; IF THIS MICROFILMED (— -- _ L_ DRAWING IS LESS CLEAR THAN — THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL g Z 8Z LZ Z 4Z Z Z Z ><L Z 6i i L11T t i— i i ITi i E r!3 L 9 9 i S Z i „ . DRAWING. IIII ��Ill�lll Il�llllll IIII I I I I I� ��J I111IIII I I liiiiiiiiliiii �iiiliiiiiiiiliiiiiilllillillilirlllllililiiilliii i III II111 ..1� 11 �I 11 I I I � IIII I 1 IIII1, . Illlllll�llllltlll IIIIIIIH 1tJ�U lil�l I IIIIIIIII�II.illlll illl.illl III,IIIIIIIIIIIII(III, (IIII IIIIIIIiI IIlIIIIII IIIIIIIII lilllllll IIIIIiIII IIII�IIII JUNE 7 1 0 4 09 4' I.[f O N Z1 • Q l i o Z z C/1 J « LSI �- CC .... - -- �• a rn UNION T -. -_ _ __ , .«__..._ _ - - - -- - - ,..�...---•..a tet• CY V _ CY = - --__ a 1 1 w - ch cr o _ F-L 1 i - \ - - _ } - = I I—j)F ca O Cl. O 15 cmc)t-f -t7 C _ �► 11 11 I! Il II N C ca O -4 loo), - 1 _ u _ 1 �I Legend O films 4" co amen woman UJ - r- FLK:_ _- _— '�- a • Keynotes, ® • � � ----- -- - - �1 i � i~ I LL LL nl� L _ _ . _ 1 . 100 x 100 Overhead Door IM E- �7 �L E-�✓,a�7 I �tom..; D 2. Relocated 30 x 70 Door — __ - - - --�_-�—�• -� 3. Dock Leveler Typi-al ►` 'r 4. Dock Bumpers ',`• I� 5. NvT !fit, �A> � �,FF� 6: Not Used 7. 60 x 70 Standard Metal Double Doors �� C, . 1 8. 30 x 70 Standard Fetal Door ��r �1 � It-Up Panel Painted 9. Concrete T i } 10. 8" Concrete Masonry Unit Wall Painted DATE 11 . Gutter. See Detail , 13/RF ____..____..._. _ . . ..__.___.�.___ --- _ _ ---,.. . ._-- . _.._..__. ... ...__...,.. .. _-----,.z-.--- _ __ . .... _ .._. _.� --- 12. Downspout . See Keynote 20 and 33, S h e p t A-1 DRAWN BY: r Se � FPf MK- -� 13. S e Detail /MA _ ___. Fascia oar CHECKED Y _ B d ED 8 '_•__-. _ _._ .'_ 15. New Parapet, See Detail 19/RF 60 M REVISIONS: 16 . 30 x 40 Exhaust louvers - See Mechanical Pian Paint to Match Adjacent Wall Color •".._.: __. _ Z _Q i Base C o 1 o r pe, Color #2 I 18. Accent Stri --- -- I� 19. Accent Strip, Color #3 20. Metal Canopy _.. 21 . 2 x 36" Mechanical louver Mount at 5 ' -0" Above Finish T/I[[[OfiAWINo[AfI[n+[nwrr"Ira '� 11 Floor . See Mechanical MACR[NZf[/f1AITO & lk"OCfAna r.0 ' -,,».► •..�_.y_...•..._-- ....--�-r.-. «..._.. ..._.-._ _.._—__..-... - _ ----.+----- _-.�. r.ti.- ._ _,.._.._,.,...•.rte*.-.w-._. _ .. .. _ _ ' (M/{A)ANO AM NOf TCS K A[MODVC[0 - IN ANY NWJM I. [Rem WITH rw C + 27— I M FI L.L >..XiST INS HOLE W (�(�/�-•�� tr7�To•!L_ 2/ h'1,A WIIftT3N MNMMWON OI MnA. Nof;L-7 �-� -�• --C r .` _,._..r. .� - -C` 1 �• LK-�MT !=iW-T'UFZ SHEET Printed �.. _ A 3 . r MAR 1119% MACKENZIE ENGINEERING OF - INCORPORATED roe NO: .ff.ri'�G.i�Cff� .'Si.lOiWiiil�•.I. � Yl � J fi�.�� .}7 �' r4 � NA p.v �... '. 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DRAWING IS LESS CLEAR --- L._._..—�---1------ ----- -�--- - �.._�� I� THAN � THIS NOTICE• IT IS DUE TO DR QUALITY OF THE ORIGINAL Z9ZZIZGRAMINc. 1711l�1111111111111 ,111111111111111�Ii11111111111111111 Illilllll IIIIIIIII IIIIIIIII � 1111111 II IIIII III 1�1� l�II �� i I I I IIIIIII� 111 Illilllll lllllllil �111111� u lmlilil 111111111111�111111111111�1111111111111111111111111111111111111111111111111111111111111111111 lIIIIIIII Illlrlll - rJUNE ) 1990 am4 � 9 \ s �.. 0 N 03 Z O � C7 W pc W � - � EE w q �.. zO Z !LATe7 WWcor-1 - - �- --- - - — -_ _ CM - - — - N _r/ PLATe� Z 0 C4 W W U. o _ �; LO U) LAJ P Q = CO n � c a N 0 i 1 0 J I I r O co N ( o ? - — --- - t tlG � c aj I i i F5 c A Building Section A • { + czf, T/ PLATt — ! +`- � • Cz I O I I Q z_� o � v o ° 1 I Q 0 � ' fCC I 0 ____ _ ____.________.-- r -- CO M Z w M Ate, `1 C0 cc, --- - �- 'BuildingSection B (D• Keynotes 1 . Tube Steel 7 x 7 x 1/4 0 w J 2. Tube Steel '6 x 6 x 3/16 ;•�.. � - 3. Concrete Tilt-Up Wall 4. Existing Concrete Wall 3 LL �'—� �� N_ 5. 6" Concrete Slab with #4 at 16" On Center Each Way A 4 t/S11-►1_011 6 . 6" Granular Base 7. Glu-Lam Beam DINE I R. Purlin at 8 ' -0" On Center 9. Subpurlin at 2 ' -0" On Center DRAWN BY: 10. 5/8" P lywood with Bu It-Up Roof i ng FGr', i 11 . C lass 8 1 -1/2 Hour Rate-i Door and Assembly CHECKED BY: • ( 4.1 12, NEW Tb1LEST - REVISIONS: - --C�'�1 -- -- 13 g Existin Toilet - - -- 14. New Partitions ( Typical ) ._., ;. Calor and Type to Match Existing 15 . New 36" ' Bradley' Washfountain 16. Relocated ' Bradley' Washfountain 17. New Urinal 1 may' 18. Existing Urinal �I 19. Existing Sink --- -------- ------- t 20. New Paper Towel Dispenser and Receptacle THIN DRAWINGS ARE THE PROPERTY O. MACKINYIM/•AITO • AMMOCIAM/, VC (1014A)AND ARM NOT TOME R104I0OUCED IN ANY MANNER, EXCEPT WITH TME ✓ 21 . New Mirror WRITTEN PIRMII1M10N OF M.'MA 22. New Toilet Tissue Dispenser SHEET ,arc ww7iN4& RV.A.t1 r- 1 AUL_ A-G .i v,r�►..+�I. 5 ToILF�T Rc �^ 1�4(' O '1 ,�,. 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I � i IIiIII;.IIII ��:I� I I IIIIIII lllll � I Illllll 1 � IIll1 NOTE: IF THIS MICROFILMED 11__ DRAWING 1S LESS CLEAR THAN I THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL TIZTURAWINf' 11IIIIIIII�IIII IIIIIIIIII�, �, I I1I1111IIIIIIIIIIII 11111111 I II IIiI�IIIIII ► � 111 1I, IIIII�II11 III II (IIII IIIIIIIIIIII1111III II►111111 1II111III 111111 1 III.II I IIII III 1 I1111I1 ►11111I1► 111111► J UNE - ) 1990 4 4 TI i ,jeNLR ►L Tx;C:HNIC Al, 15-A MECHANICAL 1', 15-b1 Swpl' 15-,URAW ULN(;ti .,_ . . .__ THLWORKIa,VT:kEa� BY THIS SECTION CONSISTS OF E'Uf2NI:iHLN(; ALI, IJiHOE<, '4A'1'CKIAI,:, A. IiAT'l;:k t'lA)•'•t:T (Wt:) s Wt:1 LMK.)k`!'H K-351`1-E:kt/1 CUNI'1.,:T'E: WITH TANK F'I'1"CLIW,`:, A. IT Is THk; INTEM' ()I' THESE: SPE4(:IFIC:AT'IONS AND TI1l: UMAWINiIS 1110 E'kOVIDE AND E;QUIPM1:NT NECESSARY IN C:ONW.C:TION WITH WASTL, STORM, WA,mvh, ANI., ,;AS kk:_ BOLT (AI''., AN(;LJ: Sll}'i'I.1AND S;)Ll[) P1.AS'1'I(' WH 1'1'1' SEAT HF:NE:Kk: iihFi(,. ' A COMPf.ETE AND WORKAhl k. FACILITY. (,Allkt:U FOR A C:OMPLETF. F'L11491NG :,YSTDI- is. UNINA). (11) : Fk1,S1tMAN h:- 1 +ti .-TA W1'I'H I86-11 ::Li►AN k0YAI. VIA14SH VAINF.. h. 11*. 0kAW1Fk;5 AkL .E:NI•.kAId.Y t)lh.,RAMMA`I'IC. CN!•:Y Di) NOT SIIUW )-.VERY '.)FF- I`,-Lim 1'I!:[N( MA'1't:k1A1.S C. 1.AVAT'C)KY (!,-1 ) : ;k1:F.NWII'H l'OMl'LJ:'I't; WITH C t':IV'14(A K- 1401-Ti, 1' !T'1'IN( , SE:'i', BEND, ON !•LWA Rk:QU1Rk:U VOR INSTAIJA7'ION IN THk: �PAC71•; PROVIDED. POP-ll}' DKAl1J;; 11 (;.,1. C'HROMk: 'rkAl), AND SI1Pi'l.fE::;. THL, I,0C:ATi0N ►1' EXISTIN(; MAINb, k"I'C:. , ARE: Slit 1WN AS C 1,001: A� CAN BE !+. WAS`TE: AND VENT: SERVICE WE:I,;HT' lli,hi,l;:i5 CAST IRON. DETERM1N1:1). THk. C:ONTkAC'TORS SHALL VISIT THE S I TL PkLOv C(( 81DD E N A;JU F'AMI1.lAFi1ZF: 'THh;M5E:1,``'F.S WITH ALI, CONDITIONS WH1C'ti MAY EFFECT lii:� !i. WA'!'1rh: SC:IiEUIJLIs 40 (;AJ.VANI%F:U S'1'F:k:i. 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ANI) STATI ,'ODES, i.,. .AS: AHOVE; (;kUt1N1.): Sr-'lll:UlJ1,F: 40 H1,ACr ti'TF:I:1.. A,J, AIA, :;'TATE: AJC (}►CHER APPLIC'ABIA: I,AW:; ANI) KA-11!ATIONS. Bf:l,uw .IRuiINU: tiC'I{f,U!1Lf'. 40 BIACK tiT'l,E:i W:'Cii Wi-:id)LI) :''I'C't'IN(,S. • WRAP wivi ":;i',r]ti HWItJI)'" jk, , 10 M f i.. 'I1f 1(')CNh:SL:, ('ko,m—I iVl H. WHENLVI:R 114JICATLI) MA'VKlAi., WoKK1MAN-.AtlP, AKKANr;lt,�'ll•.N'I' dt N:',TWR"l'It,N 1'API APPI.IF':, +)Vt:R 1'TPE: PklMh.h. HJA'1'11J(: AND VF:NTIh/1'!'1N(. 1',-(' IS OF HUMER (,AIAI,I'PY ,,k CAPACITY THAN THAT 14Y '1'Hi. AhkAll,. ' ,DEN, THk. 1.)RAWIN .S ANU,,014 ;;PNClI'I.'ATI ►NS SHAIA. l,,)VERN. 15-Ai PvRMI'I's AND Fh:kS .1 I,h. .,I•;Al) WITH VIA.MiNt• AND :a)I'N't'E:k FIA,JIIN,, . Al.- IOCTWO,KK 'Pt) BI. CuNSTRUCTI:U )- 1N AC(.:ORDANt' . wi,m THF: ly',') Uk IATF:R ASIINAF: _ :)-'101% TABLE:, OR IINIFURM Ml:rfiAN1('AI, C' 1G h. (VOI,11 4E 11. (IF UNil'OKM BI11LT)]tK; A1tk,AM.I. AND PAY COR PERMITS. FEES, SE:kViU. ('Ii7lfu,1:S AND INSI'1;C'PiuNS. l�,-I(•i C'1J:ANOtITS T'ABLL 10-A AND 10-B) . F'A)iki(:A'1'E: A1,(, CliAN(A-"; IN UIkt:CTI )N, 11(YCH IIOk1:SONl'AL, ANh Vt.wricAi., '1'0 P1:RMITv.'AS;If:ST Alk F1,014, 0-SIM; FULL KADHIS BENDS, CKN'Pl:k- l',-A4 b1;I%RVT. L'R ;ION ANI, A. VNAL: FINNISH AM) INSTALL Ftolrrii, WAUL, IOSAM, olN 7,IIRN (1 AN011'I'!; WHl-:Hl: L1NL HAUIU:: l:Qt1A1. To 1-1/1 TIMI'ti DUCT WIDTH, OR FIXED 'I'11kN1Nt, VANES 1N JI(�t1A)tF: WUItKMANSHIF' SHOWN uk R.EV(111tk10. sMITH MIME31SkS USIA, AS A 14ASIS F't)k tiL:l,l•x:T10N. 1•.I,HUWS. nlL VANES 6HNLL HE: DOIJBLE C'UNSTk0C11'I0N "Alk FOIL" 'TYPE. HAND., A1.1, .1;U*U"L.Y TO HULLUIN,, iN :lk'H A MANNER AS, TO PIOV. EN'l THANSMISSl(:)N i>H CoNSTANTIA SUPERVI:iF W(:*X C:OVE:RI•:1) BY THESE SNEC.FICATIONS. Vk-PIF'Y AIA B. WALL C:LEANOUTS: 6PI1111H NO. 4 /IOU. VI.HRATToN 'TO STRUC'vRE:. t'u,401 .'IONti CHV .JOLT b l'11F AND IAY OUT WUkK ACCOW)INt.LY. 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ONE15-Ci VIBRATION laO1J1'f'('kS MATE:klAI,S PROM P8l:M1Sh8. 1)- MATEI(lAI. HAS BEEN INST'AIJ,EU, ENI'11.1; AT I:Ac:H ,;ROUP OF FIXTI►F1:S INSTAL111) 114 ACCORDANCE WITH PDI STAN1)ART) NO. WIM01. i,NlTS :iliALl. H1': I5OLATI•11 'lV) Pkl':Vl::N'1' '1'RANL+MIliF10N TN'ry.) OC'(`UE'I!•;I1 ::l'AC't:. LX PENSE ()F' KF.MOV IN(; AND REPLACI M, BORNE BY C ONTkA("R)R:;. 15-iibVALVE 6 FITTINGS 15-C'4 DN IT HEATERS 15-AOS MACI.RIAL _._.. • "- . `- -- _ '. A. (;ATE. VALVES BRASS BUOY, S(:Rl•:WF:D 'PYI'F:, SIN(:I,k: DISC', RJ•:NI?WAHI,I•: SEAT, 1?5 A. AI,1. !MATENIAI. NLW AM '1, AMERICAN MARL, EXCEPT AS SHOWN C'N HE DkAW.m,. LBt;. (;J.,OAE: AND ANGLE VALVES BRASS WJDY WITH UNION B(i m.::T, C()MPosi`1'ION FURNISH ANC) INSTALL, kE;LNUk, STEkL.1NC;, '!'RANI:, HASTII+ll;S, MOUi.Nk: ()k Iti�N1A1, A.',.A. TR1u)lti NA,HL.S DEN(YI'L l'liAkACTXk ANI, QAIALITY UI' Itlfl;LPMENT 1)k:.;I}tJ:U AND SHAI,J. DISC, 150 LBS. APPROVED ,;AS FIRED UNIT HE'.ATEF COMPI.ETE WT.TH FANS, ADJ(;STAHLk, 1d)IIVERS, AND CONTROLS. N(,'I' BE: C:ONSTRUF.1) A5 T.,IMITIM: .a0MI1E'1'1T10N. U. C'HEC'K VALVES BRASS 111iUY SWI:J(; TYPE, 1!)0 LbS. 15-0) K(X)i'TU)' A.Ik-0)NU1.1CI('N1N(: b. EVI i C'MEN'T NOT MI•:NTIONla) 1N SPE:C 11' I CATION +,P UkAWI J'iti MUST Bt: SUHM I'1 TSI, , ,F.; (INITS t'Ok APPROVAi Bl•:E,)kE illi) OPkNINt1. INt ,,,:I)1. '0MI').t"I'1: DATA WITH HE: )IJES't. C. ;.AVA'1'ukY' StJ1'}'!,r t':FE;S T'C) $k: 3/Ei t'H12UM1' WITH STOPS, S.,) hl)WAY ON k:(2tJA1.,. I',--A7 F:I.tCTKIC:AL WORK 1`,-H7 _HOSE B1BBS FIiWilbl1 ANU IN5TAIA, CARRIER, LLNNOX, DAY 6 NI(IHT, PAC:KA(;I;l) R(K)FTOP IIFJl7'fN(;;' (:(,x)I.INt; l.lN1'T C(Ndl•L):'I't: WITH ;AS 11F:A'1' E;XC'kiAN(;F;R, CN1T5[UF: Afk INTAKE, SIii'1'i,Y �. AJ,i., F;t,�UIP(dF'N7' Am '.N:;T'AI,Lt:U W,.,kK SHAI.I. 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BE THIS WORK COi[!'RISBS ALL LABOR, MATERIALS, TOOL4, SUMINT=311111LOG AND b) ALL ROOFS TO BAYS, 1" RIGID. OIVU 3 GOATS. l PIDQ COAT ('ZINC OWT MDKR FM MT&L) 6 FIAT OIL USE PAINT. LAINT. _ -� ry ��•-,..,. _ �_•.......� 'IBMtP'ORART CIOMSTROCTIOM OF EVERY NAZITM MRCIBSARt !0t TUB COM!'I.BTION 0!' '1116 2 COATS ►- ; BUILDING AS CALLED FOR ON THE DRANIM. TM WVZIAL COWMAC OIR, SUB M ' BIT YdN i DOORS�...�LI1�1 S i LZl.d.4,5 -fir--�.- I it — -� I �- __ Von LCi'SKA. ey ,� TRACTOEitB AIItI'l MATERIAL SUPPLIERS I1ALL VISI? THE SITE AND FULLY ACQUAINT 2. INTERIOR (INlIL11LOt OF WAR1NOtRE TO M LETT UNFINISIERD) i _ TMXWXLVBB WIT1t SAME. TWE JOB WILL OR COQLEYI IN ALL RESPECT'S WITH n UAItID 1- Mme, �� 6 1tAlE8 ' ��C+SY P Pb� ' As _ I TO MATERIALS AXD YOR33W IKP. a) lL.YYOOD PANELING TO 1E B REF I M ISMKD WITH TM NAMING 4� WMAIM. i' o ALL YORE SMALL BB IN f�01QIBTR GdMILIANCE WITH ALL LAWS, CODES, ORD- a) STOCK iAOLLOY ICTAL DOORS i FRAM83 SHALL 6E FWS>I 'RPL, 18GA. , YELDBD, LO 00 Aw u��D G.t_ Si'/4 �. I I 4 --.....--•— UU►NC'E S AND gzQGInuUM O'P ALL AGE NC IES RAV INE JURISDICTION. WU M R SHOWN, � w 1-.3i4 THICK, WITH ZINC (MRO ATI PRDER. b) T=IM. WOONKMX v wow DOUESSs ALL IuvACEs SdALL ESR GIVEN 1 GOAT i I I i ! 1 i. Z x 1Z Tpe., r",� Z ca ;TfLt� -, SPECIFIED OR NOT. =EiUl,2 COATS IMlt1IOt VASNIfH YITB Ldl SIREii. ^ ,Z. OYIsRLLEAAD„Mugs c) GALV. METAL s ALL SURFACES SHALL U GIVEN 3 COATS WHERE SMO. I COAT GALV, METAL PRINKA 6 2 COATS OIL 1tEW ZI&ML. OBTAIN AND PAT FOR ALL l6RNIT8, LICENSES AND INSPECTIONS REQUIRED. OVERHUD DO'.IQS SHALL IiIL FIANKUD WOOD OR MKTP.L LMXTRIAL DOOU 2" 24('.A. TRACK, HIGH LIFT HAAMdARE, AS MEG. BY CRAVfoaD Olt OVERHEAD D}X* W. d) EJLlIDSID GtrllrAt JI/aA,V� WALLS 6 c1Il.INlos (111YlEL) : All StiRACEi SISALL M GIVIILN I COAT .`%D11R b SUUM, 1 COAT INAISL tlN�;pO►T, juyjSlOtl ,�• SITS Y4I1JL TWO DOORS t0 NAVE DOC[ LJdVELiRS, 6 1 CXxAT S#AItL. 6 AVATION AIIMD CRADIIAG A- WOOD 1X>Ots - 1► _-_ - _ - ' o) GYPEUM MRD WALLS • ALL IURFACIS BULL BE GIVKN 9 CQ►TS -: i+ - - r I •� 13( 3 X�_ 22,4 SHALL >1!i 1txECUTED AS 311 11 ON T>IQ DRAWINGS AND lIl1ISH GRADIN( SMLLW)OD DOORS SHALL BL+ SOLID OB HOLLOW CORE WITH PAINT GRADE BIRCH FACE, SBR IifTE.RIOR ACRYLIC LATEX. BE RAKED SIOOTH OF DEBRIS. DOOR SCNEDUU. -- G -. 1._._ As rt�.Lr PAVING y� - 1... 2 fit_ _ SEC: PLAT PLM. „ a) STOREFRONT M►TARIAL TO BE KAWMEE:EK TRI-FAB 450 FUMING WITS NO. 1 190 DOORS, BAMM ANODIMD. TOILET RARTITIOMS 6 SCRLon SHALL U "DO"",, By CL40n STMIL DIVISION 3 CONC � I PM►DUCTS OOSiP. OR EQUAL. X� �. � �[ � I � , I �,•`�� b) ALL C-TttiBR ALUMINON WINDAI9 311ALL BB MERCER SERIli9 1 . 50 CMR EQUAL. s . CONCRETE WORL 3"ZEi ANODIZED. TM 41 (EEE PDMS) 1 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI STANDARD I. Gl.ASB 6 3q . ►�►S"T 2,c Z. BUILDING COOL RF.QUIRI NTB FOR REINFORCED COMCREdT1i (ACI 31S 6 318). 2 oJTUIOM 11 i 161 (616 ISCMSANICAL i 1L6CTRICAL NAWINGS) CONCRETE FOR !LOOK SUgE IN WARL�IiOUSE SHALL BE 2,500 LB. CONCRETE. WITH a) ALL MATERIALS SHALL. U THE STANDARD PRODl1CT OF PITTSBURGH PLATE BLABS L A MINI" 01 S BAGS PER CUBIT: YARD, T1tEATE*� WITH 2 COATS YILLiAI+S SEALER b CO. , LIBBT-(1iTBN8-FORD Co. , OR MISSISSIPPI f3LA3s CO. ALL GLASS SHALL 1!K t t� I I v�x 1 BOND BREAKER, ►ACTORY GRADES, IN ACCORDANCE WIT1d U.S. OOVIRNMENT STANDARM, AS DEFINED BY THE FEDERAL. SPECIFICATION DD-C-451. _ apo" -- p I ( = � ,+ 4 ` 4i `„ _. + � I j. 1='r-UP WBL1S b EJiTBitlOra GESS !1>1A1.M. BL POLISHED D I ......... ..�._,._. .�M .... ,....-., �` I MSI a) PROVIDE ALL. REQUIRED INSERTS, ERIST, LIFTING A ACHORg, ) 4 t PuTEi. • RTC. . INCLUDING ADDITIOMIAL R> imitCBIENT, STRONGBACK OR OTHER YTI�S c) INTERIOR GLASS SHALL BB DS "B". L jam ' -s� _ !� 1 REQUIRED FOR LIFTING OF PANELS. 1 . ALL WORT SHALL BE PRIFORMEE:D IN STRICT COMPLIANCE WITH GOVERNING CITY, d) OFFICE 6 CONY. ROOM GLASS SHALL BE "TEMP-SEAL" INSULTING JNITS. COUNTY AND STATE CODES ANDIOR ORDINANCES . j b) ALLW TILT-UP PANELS TO CURB AP L 7 DAYS. OR UNTIL DR- 1 SICM STRENGTH IS OBTAINED (2,000 pat) BEFORE LIFTING. COST OF TEST- a) SEALANT SIEALL iM C'�SS "B". TYPE I M>/C. BY lMIOEnL CORP. , COLOR ' I 2, PRDPKITY AND BUILDING LINES BSTAhLISHED BY A REGISTKMUD LAND SURVEYOR INCA h0 DET1tRMIlfE LIFTING STRENGTH IS TC! 1!E PAID BY THE CCYfTRACTOiE. AS SEL9CTID BY ARCHITECT. OR OTHERS , SHALL M VERIFIED BY THE GENERAL CONTRACTOR, MOOR TO STARTING THE WORK, c) LIrrLW AND RIGGING METHODS AND PROCEDURE ARF! THE RESPON'SIIILITY f) GLASS TO Iia INSTALLED WITH PR,CK'FDURES RECOMOENDED IN THE FLAT GLASS OPTU CONTRACTOR. JORBZRS ASSOC. GLAZING MANUAL 6 ACCORDING TO CHAPTER S4 OF U.B.C. . 3. SIGURD APPROVAL SHALL BE MANDATORY ON ('MiAMC;LB , REVISIONS , SUBSTITUTIONS l O I b SHOP DRAWINGS, PRIOR TO ORDING MATERIEL OR rx**1ZMCIMG WORK, SHOP d) PROVIM NIaSESARY SNORING ARID ARAZ,1W TO HOLD PANBLS IN PLAM BIp1S1w i YZYI61�ES Ei14WINGS SHALL BE PREPARED NT ONLY THAT SUR-CONTRACTOR RETAINED TO !- i UNTIL PILASTERS ARIL POURED AND CIIRLtI. I EXzcuTc THAT CONTRACT. La`` ISI LiA.'IONI� (MORE Ii! THIS PROTECT) 4. DasiGN uAADIMG: ROOF- 2s l � 011 �, , Oaf (LL + 15 Oaf UL) seismic- UBC II 1 f a) ALL MATZRIALS SHALL U AS MANWACTURED BY KAISER GYPSUM CO. OR I 15 % stress increase for snug load roe con I ZAP,,. • .Las!;M'ks A y� _ 1 Amu 101111111 g STAL (Rat G1tURAL ST11t1TCTURAL MO'CY.S FOR REIi(FORCEMM) V.S. GYPSUM CO. An SMALL I!E& INSTALLED PER THE IUNVFACTMI'S REGOM- WIND- 20 psf (Noris . projection) Soil- 2,000 pof Y�v rv6 P 1 A.1 a„t'1'r?1J sue r=Lel r `.. • •`:\ 1 r't, � f3 ,�r Li1II4IQ4 ii CA1?Ella? ( ALTO EEE CElUi1tAL =Z:�UG'i1JtAL NO'IiLS) 11ENDATIONS BY B1TILIR T1L33 MAILil1G Ot S?AILING IETLIOD AIfD SHALL LE FIMISI � „ I � X i<.� U'j 11(,.. TAPED. METAL TRIM SKALL U USKD AT All TRI1MIYAATION POINTS WHR'RL+ 5. FOUNDiATIi)RS : ALL FOOTINGS TO BE 1'-0" BELOW LOWEST ADJACENT FINISH GRADE AMiQ!'T W OTHER MATERIALS. AND AT ALL CORR'ERS . O► ORIGINAL GROUND BEFORE FILL, WHICHEVER IS LA ER. FOOTINGS ARL TO BEAR 1 ALL !SAWN WOOD SMALL BE DouEzlAs FIR LLMLIOt. GRADIN( IS TO MEM IM I ON ORIGINAL UNDISTURIiED SOIL. no''-f A(;0XMNCE WITH Y.0.L.B. MD. 16 GRADIM RULES. b) GT>rSUM WALLBOARD SHAH BE >�" THICK TAPERED EDGE. _ I , C ' �, 6. FILM.: UN1,Ek SL►RS SHALL HE SUITABLE MATERIAL FOR PROVIDING A FIRM SUB- , .. ..._._. a) DENSE NO. 1-15,00 - POSTS 6 TDLBZRS S" x S" 4 LAAGIR. c) g0I5TULE1? - GUARD t51tiPKl GYPSUM WALLBOARD, TYPE Z CORS IN 1!LAXIMUM BASE 6 SILALL BE OF IMPORTED GRANULAR FILL, IF MUIRED. ALL FILL SHALL ~ - b MO 1-13 0 - B 6 PRACTICAL LANGTHS TO KIMI>MZE BUTT JOIM. CUT JOINTS TO BE FAINTED. BE E'1JCED UNIFORMLY IN b" LLP'[3 6 C(Ti1tACTILL TO 981 MIN. C)P MAY, DENSITY, .`• '--• — I , l �Ci / I ) S BEAM STRINGKBS S 6 TRICKER. AS DITERMINED BY A.A.S .H.O METHOD OF C.OMTACTION. SOFT SPOTS SHALL KE i �• 1) JOINT REINFORCING AND TAPE SHALL BE PERT-A-TAPE JOINT SYSTEM REKJVIU 1. RF.-UOMPACTXD. PLACE 6" MIN. OF 3/4" MINUS GRAVEL OR SAND G1.41`.� U&17 ZK 1� 6 / .i , , iI }►) c) NO 2-1250 - STRIlCTITRA.L JOISTS 6 PLANK 2" TO 4" TWICE, OOCt+rUTE W1nI DURABOND 90 JOINT COMPOU" MULTI-PURPOSE. DIRECTLY UNDER SIAisS. 6 b WIWI FLACK JOISTS. f `\ (,/�A-�> > `�yR �p I ' l . + �� I 1 �•_ Am08TIG cx7L Plc: 7. COIICkSTE: ALL CONCRETE LJCEPT PILASTERS To HAVR 2500pai MIN. C:OMPR 'SS IVI d) NU. 2 b BETTXR - 6" SMS. ra R I STYENG'l.i 2 DAYS . PEUSTtiR COMC:RBT7• TO Ei/►VE 3000ps i (� 28 DAYS DETAIL 4.Ak�J _ ' ` a) ALL ACOUSTICAL HATUTAL SHALL BE AS MFG. BY CEI.OTEX KAISKt 6 P1AfE AL1, (�.)NCRETIC IN ACCORDANCE WITH ACI SLS 6 318. SLABS, 011 GRADE 13LKd% Pr ra- �.� 1. ---• - nM.i T! r. h1IA ' i 1 {' �t e) STUD ORAD[ - 4 ' STUDS . • SHALL BR PLACID WITH A LOW SLUMP MIX, REINFORCED 4 POURED AS NOTED ON THE I M { ARMTROMG OR 01UM-COIRN1NG. HUNG CEILING MATERIAL BY DONN PRODUCTS �. � k: �1' \ i _ , DRAWINGS. ALL SLABS TO AEi CURED WI'I7I AM APPROVED LIQUID MEMBRANE CURING 1 \ �A..PrtE,bs�l /} i IIVI tl4 3Etlth?~ 1, �► $ ;l .--- .__._.__ _"'�_-_ . ....` I f) ALL DEIs1Rt 2w 6 LESS IN LEAST DIMMOSION SHALL IIB KILN 091110. OR KQEUL 1 I - k 'ri 11 �,�,„ t + COMPOUND, APPLIED IN ACCORDANCE WITH THE MFG. RECOMMEMATION6. ^ l71J0pti'a. T1a+0-�..� A• Ant ! b) FIRST FLOOR OFFICI ARIA: ' I I ? S) ALL MM(MItERS 4x 6 Gt1A TER IN LEAST ID Z?lENS IOM BHA LL 11K PEKE OF S. RY I NFORC I NG S TEE L: TO BEI I NTE MM D LATE GM DE R I LLET, CONFORMING TO ASTM V!I,J� , ,.,, , . 1 w '( 7 I I I �� MART CANTER. b) ACOUSTIC TILE. SHALL. BT 12 x 12 x 4 INCH FISSURED PATTERN. CLASS Com, . ! ' t�x 119 TRtl�a'., _ _ ._.._.._____.�.____- ' A i13. GIA DR 40, DETAIL 6 PLA(Z 111 ACCX)RDANC:I WITH ACI 31S 6 31A, L�.i TLA11E BREAD ENDER: 76-200 TEDBRAI. SPECIFICATION SS-S-00118. h) PLYWOOD ROOF DECKING SHALL BE C;C fiXTER1A>R, STRUCTURAL !L. 'I'M 1, CUSS 200, APPLIED IN STRICT ACCORDANCZ WITH TIM MANUFACTURP.R's $ • 'x, )ra �TICiN6�,�s• _---_. . . .. r IDENT. 32/ ' 6, II" x 4' x 81 . 0. MALL REINFORCING: REIVPOR(3 ALL WALLS WITH TILE MINIMUM AS FOLLOWS: + i INSTRPCTIo, 6" w - 12" IF . . f AILS- - NO 4 (� o.c. Y:ACN WAY 1 1 -+ ; _ •- " WALLS- - - -NO. S @ 12" u.c. HUIEIZ. 6 NO 4 (A 12" o.c. VERT. i ..__..._ ., .... .. i) PLYWOOD F1.00RINIG SHALL. Rli CC RXT-rRIOR , C`sN(Blld►TIC)N fUB_FLAOt, c A:KIESIVE SHALL B8 MIBAT 1tES1STANT CAPABLE OF HOLDING TBE MATERIAL IM A U11Dt1t1LIAT'MQ NT GRAtDR 1/4" tbick. ALJ. UNSUFFMTKD EDGZS TO B6 T6G. ) PIER U??LIR WALLS $IE PIANS. FAHRENHEIT FOR A PERIOD PLACE ATA 4'EMPIRATURI"s OF NOT LESS T1LAta 1,000° , 6ZTEM(D ALL HORIZ,7MTAL REIMMACIOG INTO FILASTR S A4 SHOWN 00 DRAWINGS. OF NOT LESS THAN 30 KINUTF. . IN ADDITION PLACE 2 NO. S '701CTtNUOUI3 AT TOP, EI',01`TrJM i SIDES OF ALL 1) PLYWOOD PALL SHRAIMING VULL RB CC XXTERIOR, STRUCTURAL I, ,, _.. . ._ ...-- .._._ __..._.. .. . . ; �„ . , PEINELS, 3" CLEAR AT ror 6 SIDES. PLACE 2 N0 S (70NTtNU101E3 (a Tl)T, BOTTOM IDuff. 16/0, 3/8 a 4 : A d) SECOND P]AOK OFFICE ARRA: '_ ,� 35 ►.� -• W''r`•A � 6 SIDES OF ALL OPENINGS, BXTP]'iD 2 0 MIN, kKYOND EDGE OF t►PENIMGY 6 _ i ! =i1 _.— _.___�._�..__A- :- BUl'IC (FILLING SILAII.L B1 STEEL (YHITE) EI?'GRED "T" GRID, LAY-IM, FIAC1 2 MU 5 ULAX. AT COOMRS OF OPENINGS. PLACE EXTRA REINFORCING AS tin �.C►_ -M,.-)�. 41lJiCJrOI. I yy' __._- --__ __. k) PLYWOOD SHEAR WALL SHALL. Bi CD INTERIOR STRUCTURAL I . „r� 'i'b T'=A.�OfI. • I ( i ' ' •1 -_ • , • • REQUIR3!D FOR LIFTING h rLAC1EIC TRI! PANELS .-. I t ST a. � SU�IPSNSIOM SYSTEM WITH S/!1" x 2' : .4' FISSintD PATTERN CLASP I _ - -.__ _ ____. ___ _ "..�. .__�_.. ____�_._,...._- {• �► __ —1 _. ....i.L__.4.., _._ IDIWT. 16/0. 3/H„ s 4' x 8' . ACOUSTICAL TILE. �r -t• 1 I . ' f �.,, r tllalLtf-11T 10. PILASTIR REINFORCING: UNLKSS OTHERWISE SH(1WN, TO HAUL A MIN. OF 4 NO. 7 C t,� i r.,� �, rl_'� 1) SIDING ON FASCIA SHALL, BE �" x e", BEYBL RUSTIC QLLIAR, - - VERT, , WITH NO. 3 TIES Cb 12" o.c. . PMIVIDE DOUBLE TIES @ TOP 6 ' OTT+OM OF _ _ - ___ _.. ,,.,_ .. ..__ __.. _.•___ -- _--•--.. ____._...,..___M....__.. __._ ... .. . ..... sn) SIDING 6 SOFFIT TO BE 3/A" CKDAR, RUFF-CUT 44, POPE & TALBOT. PIUfT1[RS. EXTEND 2 tMTCIitIi:R EI/►RS TO 1�" CLEAR OD R8A11 SEATS, 6 2 [LIT. a) BASIS: RUIIRM OR VINYL COVE, TOP SET SASE SNAIL MNL FM INCHES R M BARS EXTEND TO 14" CLEAR OF THE TOP OF THA WALL. LEAP REINFORCING MET.) .� +_1__.- r r F AND 1/8" TRICK, KITH PRErOEDID RFD STOPS iC''R}0r.nl. AND EZTtIENAL C0ti9ER8. 2'-0" MIN. WITEI FOUNDATION D MELS . DOWELS TO Eli THE SAME SIZE AS VERTICAL .,,,.� L1 .. i J t7 v I 1✓ ■) CR R L eh71A RDS S HALL. BE RZSAWN, A G RA DL. •� COLOR As B 811 CTE D BT Aill'F.R, STEEL, WITH 6" MEPC. LOOK AT IioTT'OM. 3" (IFFIER OF 1SOTI�OM OF FOOTING. '1 2K (► GO vu,Is Q. P,2►l.w ) PiANALDMG SHALL BE k wA . PRETLMISHI , WITH MATCHING HOULDII16S 11. STRUCTURAL 87RI1 . ASTM A16. DETAIL & FABRICATION PER AISC SUNLARDS . LNC' D b) RKI ILM;I111'T FIDOR s V�vI, EMllLOM1 TILE 3/3!" : 12" : 12" AS i1ANUFACT111<i)f 6 }---•'--•. ..___- r -. _._ ..�.. .__._......__ --- - � .,.. .,.,-,,.-,..�,---x.�.�.-,�-�---„..,•••��---,.a--"�,- ___ .«_... Z K � ' IT AR0L8'f4R0110 C'.IIR[ G3. Q.IW�iB AS SL►LISCTIiD BY dTFLR USTALliD ACCORDING 'm ♦ Z_ BLU-LAJM_B r C031>� MANWACTURERS i TRECrID58. 12. ROOF STR(1MRI . MATERIAL SUPPLIERS FOR GLU-IAM KKKU E SHALL SUMMIT _. .. .... I '-r”. � •�f �d r9 �.�.. ._.,us�trrcc`�._..z--•..•,_.-Y y•�:_�.....r_-:'- - 1• - a MFC. CMIRTIFICATION OF MOISTURE CONTENT 6 STRUCTURAL GRADE, WITH M* p 'S "f �`` N \• Z-t. 4 v(,6-r Z 1 „ ;� �� a} All OL1ALD LAKIXAT&D M "915 SMALL BE WMDINATiON 24F (AITC 230-70) c) SlEiL'T VINYL C;'AL�AII s .065" OR .070" SRRVICI GAGE SANTA CRUZ OR C.9.1'"t �+ �11'b + I _ _ Cin i. \ �` I1p1IRTttIJ►L aipBE fjN ROOF ANMD ARCHIT6aw" GRADE to T1r:►T FLOOR OFFICE MLIViLRY TO JOE. ALL GLU-LAM MBMBIR2. TO RE 24F. ! K}�,�► t-ES I AREA DIrU LID, FAMICATSD AMD ERRCTEiD 111 ACOOVnANC1 WITH CURRENT WCL. IIOCILELL.a RANGE AS ►451itf1ACTURBD BY Ai09&TRUMG QOt>[ Q0. r ! �1-ur�i� i^�'�i=L' PLYWOOD TO CONMRM TO IM STANDARDS OF THE AMBRwbi PLYWOOD ASSOC . FOR F , A1,r�M as.>tt.ly i" 1!!Q J Ar e 3 4 P,4L r� s l S?t+I�.rZ. �• STAXUARD S1RCS FOR GLUED LAMIMAT9D DOUGLAS FT.A TTDINLR. L=IE SMALL BE A) STAIR M#TERIAL: RUB1;R! TRJiADd SELAII. BE i I f 1 Gs- �� /� /MpFLRLT 1CZLi1 OtiED FOR tILUK LI.MIMATIIIIEz AND IiIDISIgTR1 C0N'PESR t1111ALL NOT SQaM IMO6E, 1/a" THICK, KI'iMRIOR STRUCTURAL USE MAIL ROOF PLYWOOD AS SHOWN OI THE PIANS. WITH NON-SKID SAFITT TRF,.�n, .S PATCHING RISER & S[IRt. lif'C. BY C71tQd FISH M�>A . i r •; I �� _ .....; (w. _ �' c. _. ._.,.,..___..� EZCLLD SLIT 0 PERCENT, BUM OR JOHNSITR. PURLINS 6 LEDGERS SHALL BE DOUGLAS FIR, WELL SLASORN.D 6 FREE OF HEART' I ►yrE 7a L ? « r•h,-s i �' /„ Y - �- ' b) ADKESIRS: FOR INTIRIOR US& AICD FRiAl.. cTBD RIM10R USE; WATE1� �.A�itij ir CENTER. GRADING TO LE ACColI<DIIKf TO TTiE STAN1aARI► GRADINK BULBS 0! KCLEE FOR JOIST'S & PLANK. PAR. 123. I ' t - ' - _-- BTECIFTIOMCABIN MI-A23S11ArLLWITH 111 1 .D.INRIli1CIDR, C01110RI[IRIO TO FELsf1AL A I ,, P'NoviDE AN ALLAIIANCE 0! , 10.OG PIR SQ. TD. , LIISTAMi.LRD. oosae -- �� ' �• AS BRIAXTED IT TINE MMR. ' �3+IQ ('S0 6Pr► ( A • A • 3. F,A.ST'KNERE AM ANCHORS SHALL BE "SDIIPI00", VANUFACTURIM IIs. AS IIQII• G * © �" { CA.TID ON THE I'EMAM IM S, MAILED IN AcclomU CE WITH MANUFACTURER'S D111117TIONS. S 1rA1NTIln (COIARS Aa S[IiCTED 111• TYB OITN1tR) 1K3C�>' L][VE LOAD: 2 Sps i 1 S� STRESS IItCREASE USED FOt DEAD LOAD PLUS �•��. � �. ...,._` '� t Q '�. ___- Z._-a '..-- I LIVK WAD. " 1 I 4. ALL MILL, on SMALL llEfi Til "B" b uTTER V.C. DOUQUS FIR. a) TIM KIM 6 NUWAI;R OF COATI MUM90 OF TLt1 VARIOUS SU%FACZS + ! N 2- '1z • ' K y SMALL U AS FOLIAW`. — �t E DITIEIfRM 7 A. L !' -- /gt. v 1 -' 1. tDf1FI]b ORE80N 1 1 PLAIN 00111IMM, ALL SMFACU BULL LIR GIVEN RXTERIOR a� b 0' ,. RIRLT_tttP wainn SHALL RR "01mn (x1MU10 FIBtRRittILAs" wo: ♦1 S•►TDl1 0tE 2 c ► { ,`t\, �(r > I ��"..' w` '7J�d CJF+4 t,'� • 1. �►� � 3 ,,e 4 got ice'.-.� ��i. A�CLCYLIC Pr]INT, L ) _ (Es —•-��t ?aL t>u.� t ! _ ► {� „ 1( t O _ A 1 C_►. \ Jy SQUAL INLiTALLED COMUTI OVER V R1OID ImmLATIOM Ai III PlCIFIEi 11T 1Et1111MACTUREI y l I �� '� , sok �ti'I•r,.E `-�► ;u _ I 111ATE1lIAL! AIM nl'>t�tw1.LATto11 RK AC00�)INO ro tacT><ON 3203 or o.a.c.(nRK C M(Z .- e/`\/�► 92_F t~ t_-1 ""� ry r F Fm 1 r' 4 1.1 11.,. a 1 th C'a. K RETARDANT). - A i �� ( '�•_.. �4_.r-..._ ......._... '-••---7I �„� _ p4( ,1 fi *.I •'�„".�".C�•. f,. '._... ' 1� r , Y 1 , Mat ,A ..s �+� _'� -• J\, „� 'l ---J .. Z ... • 1► t , � � � �Y C;IJY2�GTorZ : � 1 ,,/E - c: STUV LAG . ;)oFzTLa11,1301 0rZr , /A •4 � � ,;• ALL OQAVWL IWPI, SWIM, VLA1X1= AND CrKp'=%nAIRLINO SQLk LIE 24 CIA. Frank A, Rommel � � � „I,t I 1 fLHF�_'t, r:(a. ! - , ' .'• G.J. INSTAL.LM A00111*9111111111B 1D VN 3 SrXtr CATI10S18 AS QTATRD Cal Tt Ct1t11EI1T JUNK ^,Tfl4il �1 -T' (� e � •- Z KTIAI Or I[IRHR/►S iS tl.t' W i11100U►�% tg1i+Ml WAT1OlE. , e "� +ice v�','E'�*�"•. N L 'S�►� l./ETA, I L._.� ARCHITECTS 1 10 �ttand Qreg^� POPILAND, OREGON iY_- P., �T 1 .� I _ .. ! - - 14 _...`l.._ - „ f.r i ► E�„y 'r( !j "' _w -�� 311�j w. • - F?rL1 M M F l_ dt STAF�A v*' a ♦/fi >�i b L-�• MAS hj �' S11Air1. 1rRriR� A 1M�0 ttAt �iiY!!�f 1r0/L>r/ A LrLJ►t1rI1M.IN) !�' ^ , h � �fr �� E f H 1 '• u�.Y '7•14 Po rz-T:,t.�w� t 2 , L Z n i _ or ago N. Z4 �- ,4,1 - __ _ .... __.. wwr+r.�._..rr� .war.`....., ...+.,.w�.+rrw�•-..•.-,. w.ra.....,. - -- . _ Ell Ell III Ili ill III ill ill III III III I I III Ill Ell Ill III iII Eli III ill III Ill I t Ill Ill Flt Ell ,ll III Eli I I III I4 ` 11 liIli� iI I NOT(• IF THIS MICROFILMED 1 I 2 I I I ;) 7 I l U 1 1 I 1 3 D AW.NG IS LESS CLEAR THAN -- �- — - THIS NOTICE, IT IS DUE TO _ __ THE QUALITY OF THE ORIGINAL g Z 8Z ^LZ . Z SZ Z Z Z IZ T.�RI I L1. t t t t I II t - 8 8 L 9 _ r4 ►+ tr Z I „ +. DRAWING, �, I I ! ► l �Ji�� 111 I �l� Ire �� i t�iiii Il��ll�� ii iliiii I ��I�i�� I��11, , � iiiiluii iiiiliiii iiiili� �rnl�l�l iii�liiii i�iiliiii �iiiliii, iiiiliiii ii�illi�i iiulilii ��I�I��I��I�� iiiiliiii iiiilliii iililii ...I► �i NE 1990 •V ��uM � �►tiM t` T YPr- 3 AT-L1,(_ Ed EXP-,tJF, M+ Yr,u) 'Sit ti�t►� C a 1 , ca 2 l Po 0 UTC N G L.O V E w- b �1, ( 14 C)00 Lz N oR.v N s 'U IJ q LJ E Nom; J -- •.. � (-� JEnJ hA IZk 1�v no t�►.ti p r1�� ' T+�� N �� 5 •'�1 ._------" � o _ � + �.- �� ► o G C.1 Er NCrC`r•1`1_bry � +;� " ,�� - _ -� r , CX 1 ST TRf$6►•$ �At.lr-�� K L 6 . .I i L.. - �� TO P_e Mam �-Walt. R Ps LZ v r_,o-r•�� 1 t c'.>,c. Tax + � ��t. t A. � � � t Oct F_X I.7-"T-t IJ Ca IJoT To FIB ALL PLAv)— r__ k 4L Sc)P,Jc?�"T TG PLUX- Gt�� )��tX.T P�EFnrli� �1.,r k. t► `C,. Sv�`'T"tTC3Tl�t_I�� . \ q --• Q i I b I. Deciduous tceer shall have at.raight Cranks , t., fully branched, s erinfauoo caliper _.__ -- _ � � �'J � 14", and winis+rs height ns shown ;•.n plans , ut thou dt planti.ng. "razes can be supplied - 0� - bore root nrL:vtde,1 thot roots a;e protected ay atnat daunagc. L"ac}► trev shall b,. admquoreiy aLa!red O r7 2, ISYlr(;TOd'TI LTVItC n►;raC be ballL,- 'r, huilAped uZ 111 Eulfablrc r.ontaLnQt►s to which the shYtrb -.� _ ----- � O� • ��•_ / /� ,r hes grt.va for I ,year. The bail of es, h tree & shrub shall be firm 1, thv burls sound; � r. . lo-,3e ball of made hall is a!aeptab]r . Es,-n tree a'.eil he :'ally brs:�cbed b "` 1. .. k edrqussely staked. to 0 Ground Coplaumr ,.Ed uru a axi •►m ]R cfr. for both tb4 plants ono �r_ r the rms, rows end vlar.;.r. o,e r,, gMrad. -'•"N i t ' e , 1 DD- r I . 7 V.x,`,-r rz(-.-,n,r, ~ j TZ r A.1ls' + TO Ma U 1 ' 0 IV l 0 • �To�,c RerMvc-0 v 0 I - 4 toXI ivy 90 < < 1 0 0 -0 xt 3 T t i ..._. 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