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9385 SW LOCUST STREET-2 �• ABREVIATIONS SHEET INDEX / D GENERAL �C7�•' �� / acous acoustical .1 . 1 Index, Consultants, Uicinity , Information add adjacent L� Clpw , M. D,LOkATO add ac. Instable LANDSCAPE Gk. ., Jj i vY-� aggr aggregrat.e 2 . 1 Specifications alum aluminum 2 .2 Site Plan/Roof Plan PORT'.ANd, JAEGON� alt altercate 2 .3 Landscape Plan, Details approx approximate STRUCTURAL \.,F 0� j arch architectural 3 . 1 Foundation Plan, Details blkg blocking 3 .2 Roof Framing Plan, Truss Elevations bldg building bm beam ARCHITECTURAL . 4 . 1 Specifications C charnel 4 .2 Specifications CHRIS cab cabinet 4 .3 Floor Plan, Schedules // CC center to center 4 .4 Building Sections , Details MIC H AH cer ceramic 4 .5 Exterior Elevations, Details CG corner guard 4 .6 Reflected Ceiling Plan , Details �i1-�tt�T cl center line 4 .7 Interior Elevations ARCHITECTS clg ceiling 4 .8 Interior Elevations, Details cmu concrete masonry unit 4 .9 Power Signal , Lighting; Fixture Schedules 9r r Nunn Skld�llo 7 „oro col column g � 8 g� Portland Uingon 9721 7.3150 T�Ilr,no�r 503/284.5955 conc conc HEATING, VENTILATING, R AIR CONDITIONING const construction 6 . 1 Specifications, S,;nedules cont continuous b .2 HUAC Floor Plan ctr- center 6.4 Details csk countersink D diameter CONSULTANTS dept department OF drinking fountain -.- -- dim dimension ARCHITECT APPROVED FOR CONS(RUCTION di sp dispenser Chris D i Loreto CITY OF TIG AFDC � do dawn CHRIS MICHAEL DiLORETO ARCHITECTS N \ ! drwg drawing 911 North Skidmore, Studio One Portland, OR 97217-3156 � M > PERMIT NO9W__ SITE ADDRESSV&5,5(/ Jaa J '; ea each 284-5955 (� \ �- 0 B --- -- TITLE __ DA-IE" 4 elec electrical CIVIL \ elev elevation I .. eq equal Gene DiLoreto COL„ equip equipment DiLORETO 8 ASSOCIATES O 3736 Southeast 70th Avenue � exist existing 1N L \ exp expansion Portland, OR 9720E exp jt expansion joint 771-8`!75 N \ \ \\ t4l., cc \\ fdn foundation LANDSCAPE 0 FE fire extinguisher Chris Freshle y CHRISTOPHER FRESHLEY LANDSCAPE ARCHITECT 4-4 FEC fire extinguisher cab\\\ C FFF. finish Floor elevation Portland 1020 Southwest Ta OR 972051or Suite 355 FOC face of' concrete 222-9881 , O FOF face of finish ca L. \ FOS face of stud .• Ft foot or Feet STRUCIURAL Tt Ftg footing Tim Froelich !` Purr Furring TIM R . FROELICH CONSULTING ENGINEERS co \ 16325 Southwest Boones Ferrel Road, Suite 104A gale galvanized Lake Oswego, OR 97034 CD GB grab bar 636-0784 \ \ GUP gypsum veneer plaster \ GWB gypsum wall board HEATING, VENTILATING, a AIR CONDITIONING Suzanne Marinello \ HB hose bib ENDEX ENGINEERING, INC. r HC handicapped 1913 Southwest Western Boulevard v hdwd hardwood Corvallis, OR 97333 hdwr hardware 7r-4 "r HM hollow metal horiz horizontal \ / HVAC heaatconditioninggeting, irrBUILDING INFORMATION Uinside diameter Size: 2260 sf �+ insul lrsulation Construction Type: Type U-Non rated fan �jan,.*nr W Jt joint Occupancy Group: B2 sprinkled: No KD kiln dried % L angle 4-4 \ lab laboratory SITE INFORMATION \ / lam laminate tttt,� \ j lav lavatory Owner: Grant Maurer, DVM 621 River Avenue �..Gt. max maximum Eugene, OR 97404 O \ / meth ,r6B9-9191echanical \\ \ mfr manufacturer min minimum Address: 9385 SW Locust }� / mist miscellaneous Tigard, Oregon 97223 W co \ \ \ \ ` mtl metal Location: SW Locust Street between ' \\ SW Greenhurg Road and `�j NIC not in contract SW 92nd Avenue x no number NTS not to scale Legal Des=ription: Eastern half of Lot 3, \ Block "C" , Lehman Acre Tract W \, OC on center \ OD outside diameter Zoning: CP / OFCI owner furnished, contractor insta' led Assessor Map No. : Washington r;our.ty, Oregon OFOI owner furnished, 1S1 26DC TL5000 LO owner installed\ / Site Size: .38 acres M \\ / p lam plastic laminates M plywd plywood Site Coverage: 14 .3: pr pair 0) PI pressure treated Landscaping: 29%c I /' II • R radius i/i , I I I \ / / , ► X +� rein( reinforced / ��\ III.� regd required resil resilient sf ' PROGRES III �;•.�+`l ,%\ ISI`,\ �� sht sheet �, , .t � \\\ ,��•• ' ?\ \ I ,�"• \ � �. ���\ \ II' sim similar O' WASHINGTspec speciFicat.ionSHARE ' sq square I' " tw [LpVI •l51 tt tw w4 YU1 •:•• F •A..!.. t '� ' '11 / i' ♦ \ � SS stainless steel I / �� t s•s- ' t c..w..�,c:w.. 1 � t uY nv 1 t •tom std standard I al.«... tw i f1 - � w--_ f t M[Yl K•\ 71 ♦`/ I \\ `\ / stl steel '- ^ . `' sw cN 1t °'" •. MYr• . 1�� �� strut structural «... --4 MET G B tw a •\\ \\ 1i t - ■ 1 ,'� <',I .h ` i \ I I ♦ / �. w wcwl^ sr 3 : ` tw ca tel telephone •� 1F YKl 1 1s ,w � �� sw \ \ \\� .I I i' ';i �Il <: '� '/ i'"\\ I ♦ ///// TC top cF curb ' 211 G ) r - sF cw. t, r r +,•.s, \ :�,\\ '} j' .' '• , \ ' :\ ' \\ ,r / TBG tongue and groove F tF CIA, a O tw = ` ^ • TP top of pavement , ,. � + , • �i; TS tube steel '< w.1w ,. ' a w tuP twPical unfin• unFinished sF ionrN o►■n s+ sFw rt 2 I �.. UON unless otherwise notedlie vert vertical ' ,., ,,.,, ; � •� *�+ \ . '1' �-_..- ---- _�f/- / � !, r. I •� l tw owns \� �� / W/ With " \ -'�sw N 'rR • • WC water closet 5 .fi J•y9" •• �" w/o without wt weight VACINITY MAP F:- i-111 T• rail N 84r-1(-)'20 _--=-- N ale 12/05/1988 88003 :I. OF. 1.8 r . ..,. '..,�,�...t '•kod� I �'i�Mf.•i14ANa.+ ,:r .,- ,...:........_..�':-,"y�r"','"kms..,::;tlWa+;tlb'�.;, ....,..,, .isi.iis� .: .. ,.,+►k,xdlwh:.,:::..r. ....Ir..�...,..».:wus•+:....,...-...-_....-.......-....- ..b II��i+iY Y�r�l �i;'I -- ]��il► t11�•11' 'I'Jfl' ili�ll� Itl�Itl tIII111WIllll�11l11�11) i1111�► 1111111 I I Ill 111 1111llt�IIII�t11I1111111 It11111 11111'f.•11�1�11 I�Ii��1� i 1 I • NOTE: IF THIS MICROFILMED 2 3 4 5 8 7 8 9 10 II I = DRAWING IS LESS CLEAR THAN f THIS NOTICE, IT IS DUE 110 THE QUALITY OF THE ORIGINAL _ DRAWING. OE 8Z 6Z LZ 9? SZ 1Z EZ ZZ 13 OZ 6t BI LI 91 %1 11 EI ZI 1`1 01 d A LJ 9 S� 1� E Z I"" ¢ • _- �+�Iunhulllllllunlu�it►��Ihuihna11aI111Hlbm�nulu+�h�1>>wJnn�uluilllulllllll111tllltllll�l�t�lllntlyul�,t�1�1IIIII�U�IIIi�11ttI„IfII111�IIlEIIIU�IIIL�111111IIIIlIIIIIIIf�1111h111�Ur1I1111II111I1111I111111111I)W111a11f!llllll�llll�llllUlllllllu►�ual� r �' .APRIL111991 . 1 LANDSCAPING WEED ERADICATION AND CONTRCL: IRRIGATION LOCK CAP KEY: v 2049 l N d Bird M Bi Rain rModel o. . 74 A. Remove noxious w,ed growth and roots by herbicide A. } /, • application. Johnson grass, Crabgrass, Morning Glory, PART I • GENERAL HOSE SWIVEL: / FART 1 - GENtkAL Horsetail, Canag.an Thistle, Nutgrass, Quackgrass, etc. ) SCOPE: Furnish labor, material, equipment and services A. Rain Bird Model No. SH-0 SCOPE OF WORK: EstaGlishment of Erne f:nzFh grading, of landscape installation of landscape construction details, B. Rill achieved by working soil permissible for annual necessary for installation of new irrigation system I! J. HISKEY soil preparation, supply and installation of trees, ahruub types only. LOCKING LID: and cruundcuvers, tree staking and yu;irg, mulching of L OREGON plantlny bed areas, lnstallatiun, and maintenance of lawn C. Allow time for heroicides to achieve effective kill RELATED WORK BY OTHERS: Water me'-er and capped stubout from A. Weat.hermatic No. 906L or approved, B. RLK-1 Key. prior to cultivatirq. main building service for irrigation. areas. RELATED WOkK BY OTHERS, SOIL PREPARATION: DESIGN AND PLAN: r VALVE BOX: A. Placement of topsoils, construction of bermb and A. General : Remove large stone, concrete, asphalt, or UV Si�vN '"� -�+ aQWAt!0,JthiJ)ij)Ev. establishment of couyh flnitf, grades, 2' below curbs, debris encountered or generated by this work from job r eouQ� I�., _l.-rcjQ �,,Y;,r�t.� A. 'Ametek' Economy, Standard and Jumbo mixed boxes, walks, etc. , in accordance with Landscape Plan. site, extensions and locking cover's where applicable. USE OF Htkb1CIDEb: Applications of neibicideb only by B. Initial soil preparation - lawn areas onlyt VERIFICATION OF DIMENSIONS: DRAINAGU ROCK: applicator licensed under Oteyon Herbicide laws. 1. Rocotill the following proportions of materials A. Before proceeding with the installation of any section A. 1-1/2 inch minus clean, washed round rock, PLAN: :•iA11klALi Provide In accordance vitt, specieb, eizeb, evenly mixed to 4-6 inch depth over each 1000 sq. of the irrigation system, check i verify correlation quantities, and suppliers indicated on the Drawings. ft. area, after finish grades are establishedt between ground measurements and Drawings. BACKFLOW DEVICE: CHRIS a. 2' layer, Textural Soil Amendment. ;UAkANTtt AND ktPLACtMkNTI b. 20 lb. Dolomite lime. B. Advise Landscape Architect of discrepancies before A. Febco Model 1805Y, double check valve. MICHAEL C. ]0 lb. 10-20-20, proceeding. A. Guarantee plant matttlttb and rtlattO v.,rknar,sl.tp ut REMOTE CONTROL VALVE: Dtl_ORETO Installation, bey:nnii.i aftet wr:tt�rcacctptance cot Initial Soil Preparatior� - groundcover planting bed VEPIFICAT ION OF WATER PRESSURE: wGtk, f%t ont yea. of unt full ytuviny seaaor, Great.. A. Rainbird PE Series, 24 volt electri: valve, ARCHITECTS' whicheret it lonyet . A. Verify water pressure at e. point of connection. I. kei.lace plant material not surviving c,r in pour 1• Rotutlll the fullowiny ptuportionb of materielb, B. Submit pressure test results to Landscape Architect for R. Sizes as indicated on Drawings. conditionn durlry quaranttc period. evenly mixed to a /-6 inch depth over each 1000 approval prior to any work. 911 N Orth Skid mora SIU01� 1 2. Correct deflclencies in roil or drains-ie sq. ftp of area: ,ulUmATIC CONTHOLLEH: POr1landa0regon 97217.3156 cond:tlons when attributable to plant 10841&b, A. 2 layer, Textural Soil Amendment, r4OTFCTION OF UNFINISHED WORKi Telephone: 503/294.5955 prlor to rrl.lecnmtnt . b. 10 lb. Webfoot Organic Deluxe ION-I0P-5K. • A. Hdinbird Model HC-71 Electromechanical Controller. J. Perform all replacement work lr, accordance with A. Protect work at all times. original specifications at no additional cubt to D. Backtill soil mixture - for all tree and shrub Owner , plantings+ R. Keep rock, dirt, gravel, debris and foreign materials CONTROL WIREt 4. Damage or lose of plant materials due to from entering piping, valves and other irrigation vandalism, frosting, or act&. of neglect by uthers, 1. To each cubic yard of excavated planting ued soil, equipment. A. Type OF bearing U/L label for direct underground Is exempt ft on. Contractor 's teplacement thoroughly mix the following Ingredients for burial, NEC Class IT circuits. AWG sizes, 114 minimum. respunsibillty. backtlll: PNVIRONMENTAL C'.;NDITIONS: a. 1/3 cubic yatd Textural Soil Amendment. ELECTRIC CONNECTORS: B. Perform replacement work who: requested by Owner within b. 3 Its. W&.bfout Organic Deluxe ION-IOP-SK. A. No solvent gelding of PVC pipe in freezing weather. fourteen (14) days after notification. A. Rainbird Pen-Tite wire connectors, No: 101 thru 104, or PLANTING TREES, SHRUBS, AND GkOUNUCOVEHS: B. Solvent welding of PVC pipe under cover only during approved equal. 1. Plant replacements subject to seasonal limitations rainy weather. may be performed at a later date when, to the A. All planting noles shall be excavated twice the judymtnt of the Landscape Architect, survival of diameter of the tree, ahtub (it groundcover rout ball or UTILITIES: PART 3 - EXECUTION replacements Iii )eupardized by weather or other coot system. conditiGns, A. Be •.esponsible for location of underground utilities. GENERAL+ B. Plant upriyftt and face to give Gest appearance or i. Advise Owner or Ownet'■ Representative in wtitiny relationship to plants and structures. S. Protect active utilities. If encountered, notify A. Install materials and equipment in strict accordance when replacement work Is performed. Irclude persons owning same. with manufacturer's written specification and specific inoLructions for immediate care of same. C. Loose and remove twine binding and burlap from around recommendations. top of each ball. Pull no burlap from under balls. STORAGE: Q B. Comply with local and state codes. PART 2 - PkUDUCTS 1. Stake or guy trees immediately after this work. A. Store on job site only as approved. 2. Refer to tree planting detail. C. Maintain job premises clean and free from accumulations e► FERTILI'LERS: B. Be responsible for security and protection. of debris or disorder at all times. Remove equipment i L D. Cut off cleanly all broken or frayed roots. and surplus materials from each area of work as f`TI1 A. Guaranteed analysis of mineral or formulated products C. Store no PVC pipe nor fittings indirect sunlight. completed. W am specified. C. Place and compact backfill Boil mixture carefully to IN � 1. Comply with applicable atste fertilt%er laws. avoid injury to roots, and fill all voids. EQUIPMENT FOR OPERATIONt D. Leave no work in condition that would jeopardize other '3 P Y Lp persons or property. N 2. Deliver to job in original, unopened containeib, F. When planting hole is three fourths filled, place A. Provide Owner with the following operation equipment. each bearing manufacturer's label of content. planting talbets in quantities herein specified evenly F. Test all lines for one hour minimum at pressure of 1114% cc 3. Uniform composition, dry r,.d free-flowing. spaced around each plant as followst P. Turn over to Owner at time of Final Inspection. water source. Receive approval of teat prior to back 4. Fertilizers may very depending upon the result&. of filling work. the soil analysis by Oregon State University Soil 1. All a:lon container shrubs u to 15-inch size, y p 1. 121 lock rap key, weethermatic RLK-1. Testing laboratory. For bidding purposes assume two (21 tablets per plant. 2. (2) snap-lock unlocking tools-for valve box TRENCH EXCAVAITON: the following. 2. All shrupa 15"-36' size, four (4) tablets per covers. •ti;y,� plant. 3. (2) quick coupling valve oupler. A. Straight or "snaked" slightly. L B. Brands end Analysis: 3. All shrubs 36" and larger, seven (71 tablets per 4. (2) hose swivel. plant. 5, (2) lock cap key, Rain Bird 2049. B. Slope bottoms uniformly, 1/21 minimum grade to drain. .0 CZ 1. 10-20-2o. 4. All evergreen or deciduous trees, three (3) 6, (2) Valve operating key, 30-inch handle length. L 2. Ammonium Nitrate 33.5-0-0. tablets per each 1/2' caliper dimension as 3. Dolomite Lime, 65 meat) grind. measured four (4) inches above top of root ball. C. Trench depth 12 lecher minimum, 24-inches maximum, R RECORD DRAWINGS, bottoms tree from sharp rock or objects that may damage �• 4, Webfoot Organic Deluxe ION-IOP-5K. mss/ 5. Planting Tablets; Pat Ex IBDU, 17-gram tabletb, pipe. � - 23-2-0 guaranteed analysis, manufactured by Estech G. When bole is nearly filled, completely soak end allow A. Maintain current with work progress, 6ne red pent!] to. Chemicals Corporation, Winter Haven, water to soak away. marked print showing all deviations from drawings D. Trench width sufficient to allow proper tamping of Florida. occurring during installation. backfill around pipe. 1. Fill holes to finish grade and prepare for other TEXTURAL SOIL AMENDMENTS: work indicated. B. Show locations of mtubouts, manual drains, pipe linen E. Reap topsoil :operate from subsoils replace in order of 2. Provide 2' water ring at base of each tree; remove or other suhsurface features as installed. removal. aa�e A. Sludge Compost: Digested sewerage sludge and conifer at end of contract period ma ntenance. C. Show dimension references from subsurface features to TRENCH BACKFILL: sawdust compost am manutactured by North American structural or surface elements. p Soils, Inc., 5303 North Columbia Blvd., Portland, PLANTING BED GRADES; permanent Oregon, and marketed undet the trade name "Garden A. Do no backfilling until approval of pressure test. Care', or approved equal. A. Establish slopes in accordance with Drawings or D. Submit clean red-lined print et end of project. existing rough finish grades of other contracts. S. Use excavated soil or specified backfill bedding MULCH MATERIALS: SUBMITTALS: materiels. 1. Fine grade to uniform elopes, free of low spots or A. Submit to owner at time of inspection for final C. Materiel free from rock and/or debris that may damage approval. pipe or prevent proper compaction. harmful to plant life. 2. Slope grades away from all building strurtures, 7 1. Park Mulcht Fir and/or Hemlock bark, medium R. Grade planting bed soil 2' below bordering pavement or 1. As-Built Irrigation print. D. Place 6-inch maximum lifts and compact thoroughly. z grind, +/-0" to 3/4" grade. curb elevations prior to application of mulch. 2. Copy of guarantees, warranties or affidavits applicable to equipment or materials beyond E. Place mainline backfill only when pipe is filled with taste WOOD TREE STARES: C. Construct 3-inch minimum grade crown in planter Contractor's 1-year guarantee period. water; 25 PSI pressure mimumum. islands. 3. Manufacturers catalog cuts describing all A. Sound wood, 2x2 S4S, Douglas fir; 30-inch and 8 foot equipment and materials used. INSTALLATION OF PIPEt lenthts. PLANTING BED MULCH; 4. Names, addresses and phone numbers of V manufacturers and local suppliers of equipment. A. Sizes, type and general locations according to B. Treat with two (2) liberal coats of stain/preservative, A. Mulch all shrub plmntinrj beds with a 1-1/2" minimum 5. Written operating and maintenance instructions for Drawings. /�� mixed 1:1, color as approved. layer' all electrical or mechanical equipment used. W 1. Lay with support beneath entire lengths. ` C. Installed as shown on Tree Planting Detail. B. Apply evenly to all visible areas, within two (2) days 2. Slope all pipe to gravity drain. /1 ^'� after planting. B. Submit (2) copies in hard cover binder. 3. Snake PVC piping to allow for expansion and w contraction. LM D. Tree ties: C / INSTALLATION OF SEEDED AREAS: GUARANTEE: 1, Combine runs in common trench where feasible with f`li./_ e6./ 3-inch minimum separation. co/� 1. "Rigid Guy' system. A. Seedbed Preparations A. Guarantee the irrigation system or any part thereof, 5. Flush lines prior to installation of valves and vJ 2. Install as shown on Tree Planting Detial. against defective material or workmanship for one (1) irrigating heads. TREES, SHRUBS AND GROUNDCOVERS: 1. Immediately prior to seed''-ng, bring areas to an year from the date of acceptance. even, smooth machine grade, removing all hard or B. Cutting end joining, �P soft areas and removing irregularities that impede A. General, species, veri(_ty, quantity and size. P. Repair any settling of backfilled trenches occurring during a one (l)-year period after final acceptanre. 1. Cut pipe square, debut and remove all surface 2: co surface drainage o[ crust puddling. contaminants or moisture. aria 1. As indicas-ed on the plans. C. Include restoration of planting, paving or other 2. Chdmfer all cut ends. _ 2. Nomenclature - conform to names given in B. Sowing of Seed: improvements of any kind associated with corrections. 3. Apply primer and solvent cement in accordance with Standardized Plant Names, 1942 edition or that accepted in localized nursery trade. 1. Sow yroas seed mixture evenly at rate of 7 lus. manufacturers recommendations.DMake corrections without expense to Owner. O 3. Meet requirements of American Standard fur Nursery seed to each 1000 sq. ft. of area. Traverse all . t I { Stock, 1973 edition A.N.S.I. Z60,1. areas a minimum of two (2) times to achieve 4. Make 'hceaded joints leak resistant, with freedom maximum seed distribution. of movement. TOPSOIL; 2. Broadcast Textural Soil Amenement evenly over all PART 2 - PRODUCTS 'i. use teflon thread sealant for -�hresded joints. seodbed areas at depth not to exceed 1/4-inch. GENERAL: 6. Clear out threads and use tape or compound joint W 4-0 A. On-site strippings are utilized by others for replacing 3. Irriqate immediately after mulching with fine sealants for all galvani-ed pipe connections. original soil layer and construction of new contour droplet sprir;xlers to wet surface and slowly Leave no more than two (2) threads showing at V, grades. penetrate soil to several inches depth without A. New materials and equipement. j eroding surface soil. Maintain soil moisture joints. GRASS SEED MIXTURE: level adequate to germinate and grow seed P. Brands and types as shown on Drawings end specified herein. INSTALLATION OF VALVES, A. Certified founds ion grass seed species - conforming tc. to a 2-inch stand. Apply ammonium nitrate C. Substituti ns or equals only by written approval of the A. Types, sizes and locations as shown on Drawings and applicable state lays, delivered to job site in fertilize[ at rate of 5 lb./1000 sq. ft. fourteen Equipment Legend. Cie unopened containers bearing name of supplier end tag to (14) days after planting and water in. Landscape Architer_t. }/ guarantee analysis of content. 4. Apply Nitroform fertilizer at rate of 3 lbs./1000 IRRIGATION HEADS: 1. Install in accordance with details for each type. sq. Lt. at end of lawn maintenance period. ../ 2. Install manual drain valves at locations to P. Mixture: CONTRACT PERIOD ttAINTENANCE: A. Construction as specified by model number reference. completely drain all 'pipe lines. O Common Name Ile Laht Proo, 1 Min, PLS 1 B. Manufacturer 's catalog numbers indicated on Drawings. INS^ALLATION OF IRRIGATING HEADSi Ensylve Creeping Red Fescue 20 85 A. Begin immediately after planting of any type and Elks Perennial Ryegrass 80 90 continue until written acceptance by Owner. (60 days PIPE AND FITTINGS: A. 'ypes and locations as indicated on the Drawings. minimum). C. Submit certification tag to Landscape Architect at time 1. Install in accordance with details for each type. LO P. Plentingar A. PVC Pipe: PVC pipe, Polyvinyl Chloride Plastic; PVC of sowing. 1120, Type 1, normal impact, I.P.S., NSF approved plain and/or bell end; color white. B. Adjust and balance. 1. Irrigate as required to establish plant materials. M W000 EDGING: 1. Reset planta to proper grade or alignment. 1. Adjust and balace each system zone. t'♦ 3. Maintain bed areas weed-free. B. PVC Pipe Fittings: PVC 1120, Schedule Type 1, A. Western ked Cedar, 1"x4" nominal dimension, No. 1 glade, S41, 4 . Miscellaneous pruning as requited. Hormel impact, I.P.S., NtiF approved; meeting all head types. ng 2. Achieve uniform area coverage by pressure treated with CCA preservative 0.40 lU/cu. ft. minimum, 5. Any action necessary to promote new plant requirements of ASTM D 2166-7/. INSTALLATION OF IRRIGATION CONTROLLER: meetingAWPI standards for below rade application. establishment. 9 C. Galvanized Pipe and d the A. YP Standard weight pipe, AType and location as indicated on the Drawings. 6. Replacement of immediate transplant losses. hat dipped galvanizedd and threaded. Threaded cast iron 7, Adjustment of tree staking or guying. or galvanized malleable fittings. 1. Install wall mounted unit as approved. RIVER RDCK: C. Seeding: D. PVC Riser: PVC 1120, Type 1, normal impact I.P.S., NSF 2. rlevel. all control wiring in conduit these to floor--1 approved Schedule RO PVC, conform to PS 21-70. Cut to floor-level. A. Washed, round river rock, graded 1"-2�" size. 3. Verify exact placement of controller with 1. Irrigate as required to achieve specified grass required lenthe threaded both ends, color dark grey. stand, 60 day minimum. Architect. PATHWAY GRAVEL : 2, Spray-kill broadleaf weed growth•30 days after PVC SOLVENT CEMENT: original seed planting. B. Work by other trends include: 3. Re-seed eroded areas at or before 21 days after A. NSF approved solvent for PVC to 4" pipe size. A. 3/4" . crushed rock, original seeding date. 1. Control wire chase from floor level to building 4. Mow grass at l 1/2-inch height when any portionB. Meeting requirements of ASTM D 2561-73e, 1705. exterior. BENCH LUMIA-H AND MATERIALS: attains a 3 inch growth. Allow clippings to 2. Provisions for electrical service to controller remain as mulch. PVC PRIMER AND CLEANER! locations. �f'FC�1F1(/�TI�NGJ A. In accordance with detail drawings. 5. Fertilize as specified herein. F. Continue maintenance beyond minimum period if A. Weld-on P-70 or a INSTALLATION OF CONTROL WIRE: WATER; required to meet this specification. approved. A. Metered domestic service for contractors use is BALL VALVE! A. For wire sizes, refs[ to wire sizing chart published by manufacturer of control valves led. provided on-site. A. Full port, braes or bronze with stainless steel ball and teflon seat. B. Use specified electrical connectors at all splices. B. Be responsible for conveying and application equipment Note locations when not in valve boxes, on as-built required to ptrform the Work. MANUAL DRAIN VALVE: record drawings. C. Owner pays for water required to execute Contractor's A. Brass globe valve, 1/2" size with cross-type wheel. C. Bundle vire together with elexpansical cape at evefoot. intervals. Provide 12-inch expansion coils every 100 Work. QUICK-COUPLING VALVE- feet where runs exceed this length. PART 3 - EXECUT'ON A. One piece, doubl , slot, 3/1" inlet with vinyl cover mrd D. Place wire at bottom of pipe runs to provde protection. lock top. GENERALt B. Rain Bird Model No. 3LRC. A. Scheduling and Coordination: Coordinate Work schedule with Cwncr's Project Representative where cooperation QUICK-COUPLING VALVE COUPLER: with other trades or contracts is required. Be responsible for timely performance of Work. A. Rain RI rd Model No. 33DR. 20 I 12/05/1988 88003 2 OF 1.2 w. p....,yy ,�MrrrM+wereteryM wryallo www�,ww�+"w�tert knxu M •"m» ! f*llliti Itllltl liflltl It►I►tl rtllltl I�Illtl I�IILII 1111111 ��Ilr�) I�Ill�l 1 11111 ILMI VIII IIIIIIJ I�II1�1 Itllltl I�IIIjI Itllltl fJillJillJillI11111lltl Illllll IIIIII►Iftllill ,l.. I I ( I 1 I I I .r I ( � NOTE; IF THiS MICROFILMED - ' r DRAWING NOTICECLEAR THAN . IT ISDUE THIS } THE QUALITY OF THE ORIGINAL DRAWING. pE 6Z AZ LZ 9? SZ bZ EZ ZZ Iz 0Z 61 91 LI 91 91 bI EI ZI II 01 6,-.•'^. Y L 9S'--� --11 ` EI-• Z 11„"t } r/1111111l111111111lII1111111l1►11i1111l111►11111lIN1111tflilllllll►11lNltil/llllili1111111I1I111111111111u11111111111iN111111lI11111111111 1111111ltl III11}1111nttlutl�tlultlu111t1JIu11uulutlllu�lu�It1A111111111uInnIIIIIIJill 111u11LW�1>I 116111 111DIII111111t>1I; APRIL, 9l19 ........ �. _art', AEWft r r ANIMAL EYE CLINIC ��► CIMS M. DUMITO 211 111 PmTwoo. ' OF i' II CHRIS _._ MICHAEL � DR ORTEQ CTS . T`�P1CAL llX� BRICK WALL ELEVATION & SIGNAGE 911 """M"o"os.�i°"1 �x�l-E 1•�2 - I'^Q' � � Scale: ?/4' : 1'-0 �^°"'.�.�+w«� ia��10s N M > CID CO 0 LIP. o �. 1 fie '`'• o cM NL. N T/ 1 - �r � w I!' I i1 J/p ?r (6) • I J I E"IST'�� I,.Ix'rEI2 cc ILAI I ,' — — — --:-- - — -- t�.�'k � �� i ry �,.� _ ----- _._ �.,�►'p�R. a �, 7E,, _,; B�r t=0U►..L�A Oyu G --ES 4"Gp• �' •I WP f„t�ur- po�'U v nE TMJ NEW _ 4Q 4u�cKCT AT . �* p �– --- -- -- - – l �*=rvc % ---.– >=p Lo T I II �+ �. Cf CRH ! �. roQ - • �..1.� �T I TIC oa .Q wH T I oP�h- ��• 2 - IL b-r'PI TY _ 4-pN Ip'. li RAC E E�CC�'�' l - DC �{ JTILI. U�D'I'� Wit; F1A1,T11 R= 1A'ril ♦� Lk F o W,� O 7•AC.- co I N \ .' �■ 3''x.7 \ I,p R. V. _ � T.o•P � �' yJ COMPACT COMPACT I co ��� �•� I� /� O �ry loll •• , q� TO.P, -- --- - �i O QJO, 1 �I'FIJAJ� 4�1!JE WAi.� F O. Ws�k t 0,J)I u, ��E I ►• � d�'o rel tir5 !� ' �IAE,� ' 'IVE 3 (p" '/c L� I.IA`� �T '7. 1.°•�'' Q=�+ ,r T�� \ � •�- ' f�tII^ T1;Ltrl�•Ir�1,JE STA L y�.a+rrE PARK.iN, ? 1l� '.x��PE ob S�•+'�w� --- - --� --- - �� _.— - _ `- _ r°. hod kn 2' STALL. u►.1E5 t NIU.ID!C --� -- - —,--- - - _ - .� L_ r. ` _ — ' �+ �. � a PAv�ME►.J1 _ - _ _ _ 'A�.12 — � �� I G`� $Ol. I.JIlIT� /, -wt AS REQ'- _ ExIST' 2 rrt JTIL.rf`( ��p'RP) f—._. a / - PETAI Lf- ( E•us� '� UTC, + I►.J bl.z5�•�.P 2 ,fxlsT FENIC E ID - P _ T'(FLit ��M41►J - - T� - _ F� 1 - • ,t I s I�. O' _ H C7U T 11l U 1K6 1D, • �, �. ,�I� �, dl di No 4D �r 10 8 --- — �.2a 2.2N 114 SITE AND ROOF PLAN ' i2/v5 SCALE 1/8' 1'--0' ` F'E_:F,'1�1I'T' h'IC) TOP OF SLAB: 81.25' '12/05/1gee so= ha ,I. ,- ► 'I'1��'1'I'1' '1�I' '����.I'1'I'Irlllr�rlrlrlr�rlrlr_Irltl�lrlllfrlr�►rytlritll�rlllrl�I111it1 ,�llf 1I11llllrjrll IIIIIIt��Irllli !1!Ilfl�t�rltir i�litl111111111 1111r1t1111Irrt lfI1111111fill • NOTE: IF THIS MICROFILMED - -" I 2 `3 4 _ 7 e A �0 111 1 r DRAWING IS LESS CLEAR THAN �� THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. NG, -- --- - of ez ez cz qz sz, 1rz Ez zz la oz ar of ,cr 91 11 ti! r~r zr I o1 6 • c • t► 1 �►1! lminnlnttl���tl����h�n��n>Ilnr�anhn>H!!>llm�h>!atl��tbiirlml11N1111UII'1llllNrh►!rlllllhllr�lN�l1�lluliA n1nt1ll1t�1�u111u111rlluNlllullurlu111�1LlnlunlnNlllnlN __ - - _ APRI Is� 11991 f .., .,, . .. a .. .. .. ._ ,_ _ '1 ..,,,. •. . -t el" ril jr ..:.«. . .. .-,. ,.. . _ .., ...... T„ ,. gsnn,,..� ,.:r F,� .:..,., .' «r zv.m7;'.. ..,:-.- .. a ...r ...QTY: � .���!:1' .,�4'A'; - !;o'.'f•. L�t`.'P.F,?!+t,�3 ��' ..yuWA�'d�d'•, PLiF(.t.:�13A11cs!', Y � l 4 x I'IovrvuF-o r-r-%Aw 1ST WOW f o&N& 74 # 13 MOTAl_ %6114 O,G, IN • Pepfi�LAzr MA-4 . -- -- '1'PdJ lea �J�1 -- A-pv� Gv� .Icy = NOTES: T— 1 . Trees shall be purchased from: O Pc1�Nl�T1Jt'!� JO''�'s northwest Shade Trees PA1ZWNCO 1`_7i*"7 ✓ 441pvw pf_��11WIA�_l � '� � 12 14 `� 1r Frank Schmidt h Sons Ci. IY `� 950) S.E. 327th Ave. Jr_ O0 a Qg �Fi -��1M✓�171�I�rN-HM PVOL+ Fi W'141 A -?VI�� !� 9or ing, Oregon 97009 Or�i�INPtI. Cr�OUNhl.lh'�1i O o D �f' � �► / �� Vw»T � ijh, �u� �.II�' - - - lelephone l2. All plant materiamust be approvedby landscape architect prior to installation. II 11�1I - 3. Verify iayout of planting beds with landscape architect prior to in- CHRIS bill (II ��tr-�+�/I� Z�rotrl bio - - -- — .Mff­ �'� stallation �C�NI-6rJ ' N� J,NGp• y11NOF- �J1►��Gw�' Pft 4. Rough finish grades (2 inches below curbs, walks, etc; ) by General MICHAEL 111 -_ - f///O///%i;�,� I fs��s•�► �./ _ ••-�pE a,o,� ,•,Gry�'� - �I For- Contractor . [)I LOR E TO — - -- - -- 5: inch layer of "Garden Care" compost rototilled into top 6 inch layer .ARCHITECTS in all lawn and groundcover areas by landscape contractor. 6. sinal finish grading by landscape contractor. 911 No•l%U41Mwe. Stu" i Porn.nd 0FOW 97217-3164 Cn TNNhon« $03/294.5955 3 CSV eI. WAL14(_ I Yz, N � ✓1 � i/ V. (v �: '���� s �' 0.sr. if /( J P7►�,I r�../ � ��1Q- 9 4, �}• 0 L I a `.• 1�rr ( � ^ � - /�I '' •n �`� �� 7,'-^ `J ��j71 U' � {/�� f �D0,(/� ---t-�\ '�'il'�� /v/ �"r/' � �If�I ��\ • ex ��•j'% o_ P• i1 N•IIN, •�NI�di • N �' o d7 N - -�--- r ` ` i C� � -gyp' ` 1'�•/�I .• �-i � HU "l/• -�� � ���� Afv � •• v .....��• �!/�•D s R,lbr( ��w N1� fv?fv.l� �Jjo oc: '� / �� ..$ ----amu. � °v�P1�� J G00p_ 2itaW, - ��wcat�- N nt�frl �; i : ,r O PV�P1.� !�►',b�+Db 2E+pG�. Lrl (0 ow I i 10 zo►J I?. . / •, i+F�� /�I 1Jf� `�I' r•.��' •', � �i�C� M 11l�'�►'��GIIr1111G Z �J,TyI � a/1IJ41.L� p Igo' ��. ----------- - - DECIDUOUS TREE PLANTING � �.. no SC•aW lose 1 'D �?r, 14 GCDAIZ G.MJIC � 7�G�11Jf� ' co -`��---- ,)�sw-► � Ute- 1 �o� W FW MMW > 4D 2 7_ 10411111111111111 It fNQT 27 s� f •,• [,,�R(�lJ1.JD � ini • SUUVVI "�.n r � � O ell, - - !' �Mrl/r► rMk lay T� D •• .•• �x ,1 a ��_`�/ ,• '. ,� �O�1l,ES f'�RI 1•�JNK L.G ---' '. •' - ��' RKRrl E IZT►-I DeHIUO x .�K�11� MK Ali►�i/ 1 .� 2791 c K t„1a�.,+6 - illrirM. � ( _ `' • 60 COI1MF-ER TREE PLAITING ' no kale %., •+ I �IJt �rwaTicn,1 . 41 ` _- ,'� : . �2 0 �b•vi 51+ :�'1 a Z''o... ,---' / � -_ ~ 1./V'�p�'/rPE PI,/►N • . ' 2,2b 2.2b ' �—LTJ tri LANDSCAPE= FLAN 5M "/GROUNDGOVER PLANTING PE'r�,MIT` NO. 890028 no W" 12/0 5%1 SM sA000 4 OF' 1.t-a 42A'4 im 1111'11111111111111'I'I'1111I1111111I111111111111+[+�+I�IIII V IIII�I+IIIII��+IIIIII�+I+111 .1+111+I��+IIIrllllilllll�+III+II�II11+11,+1+1+1111111 ,�I�I�III�I111111�I�111�+�1111111�11�1I�Ir ;t°A" _ 750% , • ,PI 1� NOTE: IF THIS MICROFILMED �� - I 2 3 4 5 8 7 +- 8 6 10 11 1 DRAWING IS LESS CLEAR THAN THIS NOTICi, IT IS nuE To THF QUALITY OF T'c ORIGINAL DRAWING. 1 OE 6e 9e Le 9e 5e 1r2 tt -tet$ �$ 02 of 91 Ll —91 21 �I EI 21 11 01 6 9 - L - 9 - S 1 E 2 1 • x • .1!1 uuluulu111unIunlluulllulu►�Iun111111nMInnlullb/al�lahrol�rnlnilllnlluu�uW1111Iu11itf�Illu1[1nII�u�U�,jlllu[i111 11N[MtI�N11�111111111�1wI1111�111IluuhmllulltWll�Illuuln1111111111nhn111191�1�Wu1tIUu1Wl�1LU�ilubu APRIL , 1 11991 ;. _.__.... 5,1 STI. IGIP� CpLJM►.I _ GNU I•�11-jk�F, i�2 � x I�o'I i,.1/►•JrX�K� �I..I.G C d 1 �O _ l !�L:D TU 12"• ► "x', I' Ur I. -_ �r��, (y I -� Z �T /6'4 o,�• ('�� ��► r - --•r-- ---- - '1' FL•A7E W/ 1/41FILE( LJEL J _� _ 10- v,o.�.1, Ch�t:IS M. D�ORETO n 7-1 Folz REQ. �� 2 �J �/ -•� j ' �JCIeL �'f �T �Ii2 I G ?(i •I �- ✓ / 4 <1J g oG (Z't / PORTL7WD``bRdN IL 1�4i1 bL25 > VO 2 T. r� oOF- �, w�+ , , 1/ a �; •'' cJlj / \ � �g Cr"��+rE3Y� L�M1 l��•IG I z Z I . h, �' ---- -- — - / aOl. Wtb- I, ag, T'fr•� t � � p A �� ) '�' i 2- tt� CgI�trl ►JUoJS 4" �Io,,tT j 2 `� Y �N 4OUzwN slz - - - • « CHRIS To 9- 0619 a�Tll►i 6 � �°—� O � . �1 ( . uN �� - -�- - ^ , MICHAEL Di LOR E TO ► -�., I -3 _ _ �___ I y� _ -_ 9 -- - ARCHITECTS oil 91 t North Skidmo(e.Studio 1 PorliaE t KENNEL 17 HEAR WALL KEY PIPE. COLUMN FOOTING FOOTING at 2x6 WALL �� TYPICAL CONTIN'S FOOTING Telop ons: 03/ 94-605 1;6 � 6 SLAB PROF L a n �� n � TNeplwr�e: 503/291-;5955 I/. I/2 s _ 11 NO SCALE ,16 ` j I' ,1- G G 5r_Atr� lil p 1 2 8 9 10 N � ,: -- -- --- CO > co Imo, (�Izl -�' pl/ZiI 22' 21/2" 4' w cm W N 5 19 20 � co 4.4 4.5 I t'�� 4.4 0) 2 D1A 42t' gyp" pV�a �A Ii �0" HtylA � fr 0 ca FT A o " 48` '12" NQ1A V t _ L BI V VI z 7T� j Iddm- =� L I i L —►�I�T=N s"(EM 1�1�.�.L aT �•r>R — - 2N 4� I i 7V ��/F-� -T''P N c ...� I Go�C(�ETE SLA I C7Q —_._ — ► I _ \N U GRAr7t I�LITN (o%(n - w".4 j IELDED b41FF FAf*1C.- CAI.. c .. I �y -ror of 5�A8 ELc�?►o �- Lm 4.4 - &! I - -- - _—- —- -- - - -- - -- - - - 1 - - - m � . �" 1 -(•NIG K'I� S LA8 : I rl � � I �a 49 �1 Z 10 � 4.5 tai,2' - % �� W 0 y- 1 ►rvs II Ped / j h, _ 8Ito :7 �o 4.4 o > (D - __-- --____-- -- --------------___--- ------------____-- --------- --- --__-- ----------------------_-__-- __-- _ -�. . _ _ ... _ _ E II I I I - r ` �,,I [jFjf4CCWM►•l —_ j It: I — — — V�Ca !�D fit•. / F-a vTem WALL _ L *41 T_ -1L -1 11% 1 � i I 'k IMI 0/1 41 0 � � Oa • I O I �I 41 2�pv 21•pu #a ¢I' do s 20 4.5 4.4 -- __ __ - -__ _ -- • I 12' I '►.l'7IATION p1�41J �iiM qgM � 4.4 p�'(Aa LS 1 ' S1- ID'I 1O�_41 5/P�" _ �(� �9/I(�N 1 '-----�I- ��/I(,�d t -�'_ pj9/I��� -I1_t�q/I(c"t ,'- � I/Ib"± '1'- S"I�I(o''± ,4' C�'' 4p 1. 2n LO QJA 1 2' 3 4 5 6 7 8 09� 10 FOUNDATION PLAN TOP OF SLAB ELEVAT'N: 81.25' 5 SCALE: 1/4" : 1'-0" 12/05/1988 88003 PE R l"I 11" h10. q,:,,. •...n,F r.. .'. .t.,;. .n._.. w._..... .....-... ...._....--..—......_.-,.- ./VNB,�.. r .... ._...._._. « _ -... A. . I �•Illllilllll�l 1�1'I�IIIIIIIII I�III�tI111II�II11111�1�111I1�1II�lllilllllllll�llilllllllllll ,ll�-Iry11111�II11111�111�111�1I11011�111�llllll111lIIIIIIIII�I�illll�llllllt�lllllllll�tjtllli �F . NOTE: IF THIS MICROFILMED ""''•""`"'_"" 2 4 5 8 7 e 9 �'� I I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO Pf QUALITY OF THE ORIGINAL DRAWING. 6E 6t 93 1.2 1 or SZ tit C2 ZZ lz 02 61 8`1 LI o� 91 *1 EI ZI II 01 6 6 L 9 S b f Z I'"" ; i►!IIIIII�IIII�IIIIIIIIIIu11�11N�111♦r111H1111�IN1�11l�IIII�NIt�1/M111a��ut�U�lllllllll�lllllll�lllllllll�tlllllltl�lllt ` ---1-- �'-1 I--- -1-.-- ` � - Iii,�l�(�InI�1111�u1t�1111111i1�url�nulllu�llltlllu�urlhlllllul�lq���u�llaluu`IUIIluII1111hI11bUl1�Wluu�llulW 1�1lu�llll`IUWW APRIL 111991 ..____._ _ ___ ._.._.. M-+':a.d-w.•. - _•__• _----•.w.n•11'""T .raA-...mm...,e.r -AR,.r, +, - , - .. z F F A F� D G A F D G A yJl' 91jZ"—e-- _ �I _ 91,211 III�¢I� 4 �I I�'•�I/q II Ir2i- I�1/4y 4-SII --- - - CHRIS M. AiLgRETO .w �T F4M'6 Al FAC r2Yy TO 2, Te 1 - — - ate YrP1�L. of 9 Tg� - _ a ,R ATr , f L ,. 'OF d. E x/3.2 = .�`° i' 1 s 7i �b a .I\� _ �i,....' o �� fi` s c � ----- ---- --!1426-4 � QQ'- lO4I - —_- 1- 10/2 I I — CHRIS 32'-o'/a" 1,2'-0'�4' MICHAEL Type A Type B Type C Type D ail RETo ARCHITECTS TRUSSELEVATIONS 911 North Skidmore.studio 1 1 Portland,Oregon 97217.3156 Telephone: $03/284.5955 1 2 8 9 10 • �'1�'�I,bll N � 44 11 1 22 - 2 1/2 11 -4'-w'' 1(s'- 2'I I - -- -- ----- -- -- w 5 19 -rR, 20 Nca 4.4 4.5 al�- Ir.," - - 4.4 Q) A10 NpIK A O w co B cm Rxrp'Lf Cle�'I� 5 FM 5'- 1. AY -N i.lc •t'T Mo�11ToR-App P r�rl'v c � Q STV D -to TRIS T-em 'G' *1 FACTG1z`( � - --- , - _ CRF.ATF, r"ILL', eadE I/t7.2cc ~ G --� 8 D - - - -- - - - - - — - - - - - - - _ I` 10 J�p\�0ju / P� I ,� �R ° \� J 9 Ef -6-0 00.00 • o �'� W O 2,'4o 2x4 29-4 ll" 8 - 1 � -' �o > DE — E %' PLyWP 4i4 WH 61 e' 'k"E S r CfU LL L1�CK'Cv ALL E @ _ _ O 12 t FIELD -rTf I CAI., _ —-- + �jc, F a SIUD _� co ----- ' 4 - Fbox k I (ex 10 CONIC CoxlO , w12 >? — LoxBFID'2_ — -_ _ !� F.0. F RAMC- ' eT PI PF {J F < 00 s lb 20 5 - - - 4.5 4.4 20 IAF FI�1..111Jlr, V.4 TT=LVATI VIS 1 4---- 4 r;;9/ICOM -I'--I�' S��IIvM± -,♦'_ oj9/Ilo'' ± I �J9/I(o"� I ��/ ut S ICo -q1 II+ 11 Co Il_G - 2 -- --- -- E ,oC,E - s 1 2' 3 4 5 6 7 8 09� 10 ROOF FRAMING PLAN SCALE: 1/4" : 1'-0" rW F Nl r 1.111,; 9qf:,,,. , 12/05/1988 88003 r !"For _ .. ; �! I I 1 I I I11I/l1l 11I1I1t 1 I1I1I 11I6�1I 11III1I tlIlIlIlI lI1S1I111II11i1I1filIl1I1Il�1I1I1I1I1I1I1 11I IIIIII II11I 1111I 1tilI llllIll-'t..""l'""l°'l.,l .1....L1 .1.a1..T. i11-- 11 �IIII111i1.11I 11I III II 111 III I � I III III II III III I 1 �,,"- „., 3 4 5 8 7 a 9 10 NOTE: IF THIS MICROFILMED —"""'"•' ---1' "" DRAWING IS LESS CLEAR THAN • THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL ' DRAWING. ----- OE Az 92 Lz 9Z' Sz bz Ez zz Is OZ 61 BI LI 91 91 bl EI zl 11 01 6 9 L 9 S rhlllllUllullunlunlnullutlnnlml�tl11111lIIt�InulntrbNt�hlalnhlflhnlnl11111111111�lI1111ttlltll►III�IIIIIIIIu11ut�It�IItIII�utltl1t�11ftlmfl111t111111UuIttILIIIt1Illllbullu111W1�Iu�llllullunllnlllllllllllllllll�IWI1u>Ululllill�IJIIIuIIIJ� APRIL 1991 00700 GENERAL CONDITIONS 02200 Earthwork 04210 Brick Masonry DIVISION 7 THERMAL. AND MOISTURE PROTECTION �D The General Conditions of the Contract for Construction, AIA Furnish all labor , material , equipment and services required Face Brick : l' Document A201 , 1987 Edi ` icn, although not bound herein, shall to perform general excavation for Footings , Foundat .' ons, 4x?xB-inch, actual dimensions 3-1/2 x 2-1/2 x 7-1/2 inches 07200 Insulation be considered a part of the Contract Documents . ' `iis utilities, other buried wort: and fine grading under floor conforming to ASTM C216 . batt insulation document is available upon request form the Architect . slabs . Columbia Brick Works, Inc . "Autumn Blend" or approved . R--11 walls and R-30 roof C�iR15 M. C�IORETO Standard running bond : 1--wire cut , 2-rug side stretchers foil f aced �� "'� The owner will pay for all necessary plan check , Cut and fill to make site grades and concous as shown . Install and reinforce per manufacturer s recommendations . 4 ��1 foam insulation in cmu POi4�TLANDo REGON building permits , and other .Fees as required by the Sprinkle and wet down work areas , equiprient roadways , and Sealer per manufacturer 's recommendations . rigid insulation �+ public authority except as noted . earthwork with water sufficient to prevent raising 2-inch x 24-inch 'r�j• �� objectionable dust. and causing any hazard . Structural Clay Brick : r slab perimeter DIVISION 1 GENERAL REQUIREMENTS Bx4x1'-inch , actual 7-1/2 x 3-1/2 x 11-1/2 inches OF 02500 Paving and Surfacing Columbia Brick Works, Inc . "Ruby Blend" or approved , 07310 Shingles 01010 Summary of Work Treat compacted earth subgrade and stone base course with an concrete tile roofing : Remove exist 'g house and garage debris , paving , and tree ' approved soil sterilant and herbicide applied at the Mortar Joint : Life Tile "Colonial Slate" or equal house recommended rate to permanently prevent weed growth and 1/2-inch 'U ' shaped , typical black color . f Remove exist 'g landscaping shrubbery as directed damage to paving . Apply per manufacturer 's recommendations . Install per manufacturer 's directions CHRIS Provide clinic building including HUAC , plumbing , 04220 Concrete Unit Masonry electrical , parking , landscaping Parking Lot : 8xBxl6-inch, actual 7-5/8 x 7-5/8 x 15-5/8 inches 07460 Cladding/Siding MICHAEL 6-inch gravel base to conform to State of Oregon Conform to ASTM C-90, Grade N, Tyne I . Cedar Siding : D i(_OR E TO Existing work to remain: Specifications for Highway Construction . Fluid applied elastomeric' waterpruofing . A . Western Red Cedar , A 8 Btr , vertical grain tongue and Concrete Driveway 2-inch asphaltic concrete surface , mix formula for Class "C" Smithwick/Western Block Co . 1#800, Regular . groove kiln dried , 12: moisture content . Smooth Face ARCHITECTS Parking lot catch basin an west property line of the Asphalt Institute . out . 91 1 Street trees , 60-inch caliper tree Painted parking lines, white color , 4-inch, including : DIVISION 5 METALS B . Horizontal : 1x6 nominal , dressed 5-1/4" Portland, fegonre. 17-315 Portlanq Oregon 9717.3156 Fence on west property line HC accessibility symbol and the word "COMPACT" at C . Vertical : 1x4 nominal , dressed 3-1/8" Telephone: 503/281.5955 corresponding parking stalls 05125 Structural Steel Detailing , fabrication and erection shall conform to the Prestain prior to installation one coat transparent water 01041 Project Coordination Concrete Walks: Steel Construction Nanual of AISC • repellent penetrating exterior stain . Submit sample General Contractor is responsible to review Construction 4-inch concrete walk with 6x6 W10xW10 WWF , light broom finish All Steel to be A36 Fr-,r- Prr-r, P i Drawings For possible conflicts prior to rough-in. with heavy tooled joints where shown . Thicken slab to 8" Bolts to be A307 . Provide standard plate washers under all adjacent to all parking surfaces . bolt heads and nuts in contact with wood . 01046 Owner Furnished Equipment 07535 Membrana Corning All welds to be made by Certified Welders to AWS Standards g Equipment Owner Furnished, Owner installed , unless 02525 Curbs with E60XX or E70XX electrodes . Owens heel : modified bitumen M or equal otherwise noted : Extruded concrete curbs For perimeter of parking lots , wheel Pipe columns : 5" diameter . base sheet : fiberglass pm sp" ly M?8 bumpers , and other as detailed . Plan and details as shown membrana sheet : "merbigun sp" ASTM 2523 polymer Mark Item Room Amount on drawings . 05500 Metal Fabrications modifies: bitumen N 4x4 angle rolled to curve For header to support masonry cap sheet : Fiberglass Perma-Cap, white color E1 microwave 02 Lounge 1 Concrete : at curved wall. as detailed on drawings . coating : "Karnac" aluminum M E2 double slide Slump mix with not less than seven (7) sacks cement per 10-year guarantee C 0 projector 06 Slides 1 cubic yard of concrete and to attain 3000-psi compressive DIVISION 5 WOOD AND PLASTICS manufacturer approved installer CD E3 slide viewer 06 Slides 2 strength in twent-eight (28) days . 07600 Flashing and Sheet Metal E4 slide 06100 Rough Carpentry � 16: -Commercial weight galvanized steel sheet . 26 gauge carrousel 06 Slides 1 Curing Compound: All lumber species and grades to be as follows: minimum thickness For general Flashing, 24 gauge For coping v E5 file cabinet , Acrylic type, rneet ASTM Spec C309 . Application: 300SF per N A . Joists , beams and st:-ingers caps . four-drawer , gallon . 8 2x studs : Doug Fir 02 KD A . Roof scuppers and leader heads an detailed on drawings . N standard paper 06 Slides 2co 27 Office 2 Control Joints and Weep Holes : B . 6-inch nominal and greater B . Downspouts: 3" round typical . E6 kennels , 20 ' an center maximum and 2 ' at canners . Weep hales where beams, stringers, & pests: Doug Fir 01 KD C . Gutter : Prepainted white 4"x4" box style . C . Bucks , Blocking , Bridging , etc : Doug Fir #13 or better B '-0"x2 ' -6"x 16 Kennel 1 required to prevent ponding water D . Wood in contact with concrete : Doug #12 PT 07810 Plastic Skylights � 4-0 E7 autoclave , Bohem B-4D3676 insulated curb Skylight ; Ouralite, Emery C 18x24x1B 18 Laundry 1 02610 Utility Pipe Products, or equal O co E8 clothes washer , Footing Drain CFD) : Plywood sheathing to be C-D grade with exterior glue : 1/2: double glazed clear over clear Lim residential 18 Laundry 1 4" diameter perforated type ADS plastic drainage pipe with at walls ; 5/B" at roof . Install roof and floor sheathing ES clothes dryer , soil-guard envelope . with Face grain perpendicular, to supports and stagger end V residential 18 Laundry 1 Rain Drain (RD) : foists . Install wall sheathing, either horisontal or L. E10 EKG cart , 6" non-perForated PUC rain drain vertical , and block all edges of plywood with 2x4 or thicken co 17x1B 20 Surgery 1 blocking . Block roof sheathing where noted on drawings . Ell surgery cart , Backfill : .� 17x18 20 Sur ur 1 Pea gravel round rock or river gravel to eight to twelve Building p� y � g paper : E12 scope cart , inches above the pipe, than sand layer with a 1/2" straw A . Roofs : 151b . asphalt saturatr.d roof felt . 17x18 20 Surgery 1 blanket . Then backfill to Finish grade . B . Walls : "Tyvek" Housewrap, 6 . 1 mils thick , flame E13 Phaco cart, spread 5, smoke density 10 . 17x18 20 Surgery 1 02830 Fences and Gates V E14 surgery table , Shop Drawings required Gypsum wallboard to have 2x blocking at all edges . Nail to 22x60 20 Surgery 1 Chain link partitions and gates where shown on Drawings in sill g y plate , top plate, all edges, and studs . E15 oxygen tank , Kennel 17 . Framing anchors, Joist hanger , post caps, etc . : Simpson, 10" diameter 23 Closet 2 11 gauge wire with galvanized Finish . Taco , or Bowman, 16 gauge minmum . E16 anesthesia Gates have manual locks accessible from either side . All bolt heads and nuts, bearing on wood , to be provided cart , 26x21 24 ERG 1 with washer . / 1 E17 ERG Bart , 02840 Walk, Road, and Parking Appurtenances All nailing to be per table 250 of the UBC . Nails called v 17x18 24 ERG 1 Sign at handicap parking stall to meet local authorities for on the drawings are to be common . EIB file c..binet , requirements . Notch studs only in the lower 1/5 of the height of stud For lateral , electrical and plumbing pipes, but no part of the notch a) 36x18x54 27 Office 1 DIVISION 3 CONCRETE may be deeper than 25: of the stud width . Holes of L. 28 Reception 1 diameters up to 1/3 of stud width may be drilled in }+ EIS television 11 Video 1 03100 Concrete Formwork studs, but not in canter of 1/3 of ',eight . < CO E20 video machine 11 Video 1 Construct formwork For cast-in-place concrete . Reshoring as required . Install structural and miscellaneous iron items, 06130 Wood Trusses 4W Owner Furnished , Contractor installed equipment: anchor bolts, hold- :.own anchors, chases for pipes and all All trusses shall be manufactured and designed to the (n IFraming necessary , following load requirements: ..... F14a scrub sink foot controls, A . Live Load : Roof 25 PSF basic snow load �/ V (see 15450 Plumbing Fixtures) Conform to ACI Special Publication No . 4 and ACI 347 , B . 10 psF dead load top chord O PIS anesthesia machine vent valve, C . 5 psF dead load bottom chord W (see 15450 Plumbing Fixtures) 03200 Concrete Reinforcement D . Allowable increase in wood roof member stresses due to J 1 (Contractor to provide PUC pipe in wall to Reinforcing bars shall be new billet steel and shall conform 'duration of loading - 15: maximum . .I�r roof and vent stack) to ASTM A615 Grade 40 E . Uplift as specified in UBC W Welded Wire Fabric shall conform to ASTM A105 . 01060 Regulatory Requirements Gang nail wood trr,sses manufactured by Tua' atin Valley > (D All work shall be in strict compliance with latest editions Reinforcement shall be detailed, Fabricated and placed in Builders Supply or equal . Provide a?.1 bridging , of the following codes: accordance with ACI Code 318 and ACI Manual 315; and bearing hardware, blocking , hangers , etc . , necessary . A . State and local codes (Verify with local build 'g official shall be Free of mill and rust scale, oil , dirt , and Create p*-ofiles as detailed on drawings . B . Uniform Building Code coatings of any kind . Shop drawings , stamped bW registered engineer , required . �+ � C . AISC, ASC Place 2 '-0" x 2 ' -0" bars at ..orner and intersections For I,.1JO walls and foundations equal in size and spacing to 06200 Finish Carpentry DIVISION 2 SITEWORK horizontal reinforcing . Install finish carpentry items such as trim, moulding , co , Reinforcing splices shall be 30 Dia . (24" min) laps . hanging and trimming doors as detailed on the drawings . 02050 Demolition Construct to A .W . I . "Custom" grade workmanship Inspect the work to determine condition of enlisting building Dowel concrete walls to footing with bars of same size & standards throughout , � W and amount of existing materials and debris to be removed . spacing . All Finish material to be "C and Btr" , U .G . finish, Kiln Sprinkle and dampen debris and rubbish with water to lay driers (WCI. TP) . Doupls= Fir . Size , shape , and location 5 M dust . Remove debris from the site as demolition progresses 03300 Cast-in-Place Concrete Closet shelf and rod : 3/4" birch Face 1 wood with 3/4" and do not allow to accumulate on the remises . Vapor Retarder Sheet : St . Regis "SisalkraFt-Moisto P y P P B P edge band . 1-1/2 die . clothes rod . Protective Paper, Inc or six (6) mil black polyethylene Coordinate demolitior with utilities as required . Protect sheeting conforming to National Bureau of Standards, PS 17 06240 Plastic Laminate existing utility services to remain . NotiFy Architect at 1/16-inch once if unknown utilities are Found in the work . Lap edges six (6) inches minimum , solid color with matching t-mold or self edge Expansion points: 1/2" thick, Type ASTM 0-1751 interior ; backsplash and countertops 02100 Site Preparation Type ASTM 028313, 0-1751 , or Kold-Seal Zip-Per Strip . no metal moldings or trims Verify existing conditions at the site and include all work Construction Control Joints: evident by site inspection whether or not shown on the Burke Zip-Strip 06250 Wood Paneling Drawings , All grades are to be taken from the elevations Maximum design sail bearing pressure: Assumed 1500 PSF . 3/4" white oak faced plywood as detailed on drawings . Y' shown on the Site/Roof Plan , The layout an the Drawings has �t<G�F�G47�r'JIJ� been developed from the survey information, some variation Footings shall be founded on Firm, undisturbed soil or an 06410 Custom Casework and adjustment may be required . approved structural Fill appruved by structural Custom Casework: Flush face overlaid cabinetry as shown on a engineer , drawings . Shop drawings required . All Footings to be a minimum of l ' -6" below Final grades or A . Cabinet exteriors: High densit article board . Clear site within the limits shown and remove all brush g y P stumps and waste material that would interfere with l ' -0" below existing grade, whichever is lower . Solid color larauered . construction . All concrete shall develop a minimum 28 day laboratory cured B . Edge trim: white oak compressive cylinder strength of 3000 PSI . C . Cabinet interiors : WhiteCortron er approved . pproved . Strip 6 to 9 inches deep bclow existing grade from existing Concrete to have a maximum slump of 4 inches . D . Drawer slide: Blum European Slide . , site areas wherever- site is to be excavated or graded , from E . Hinges: Grass 1000 series hinges . One pair per door . areas to be covered b Size and location of sleeves thou floors or walls y pavements, and strip topsoil F . Shelf support : Drilled holes with chrome clip., , completely everywhere within building lines . for mechanical or electrical access shall be approved G . Pull : Chrome wire pull . One per door and drawer . by the engineer prior to placing concrete . H . Catch: Heavy duty magnetic catch . One per door . Stockpile topsoil at locations on project acceptable to Architect . Protect aid maintain topsoil until needed for 06600 Plastic Fabrications redistribution Multi-Craft Plastics or equal 1/4-inch .lexan, sand blast Finish . white color 41 12/05/1988 88003 7 0 F 1.8 06i NO` 11M... 1Y7M9[FiA111. 0179#'^-v.t_..:tl •' ''R mow' fiYIMl11�'a*ae.+'+ i' �F'`'�7 '.._ •, w .... .• _ 1'II►1111'111 111 111 1111111 11 1 111 Illlill 1)1 111 l�'1�1 r�lllfill�lllll IIi1111I111�11 , 111111� �1111111 1111111111 1 111 111 111 1111111 1111111 111111 111 :11'111111 111I1111111I�ttR: ��,.��'"' - r_._ _ 2 _ � +� NOTE: IF THIS MICROFILMED5 8 7 8 ® 10 i t I` !�'•"� f DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL ` DRAWING. OE dZ 92 LZ 9Z ZZ 18 dl ft LI 91 SSI t,I £1 tl 11 01 i 9 L 9 s ► E . d111nnIn11�u111nnIu�1111NIm11n1�1rnI1n1�ra11n1�1u1hn11mrl�n,�luh1i11turluu�NWlln�lwllw�r�mrirnl�lniu �11111� I I1�fItl�lluluu�mdull�u�Ihul�uldlW�U�hht�uulnnln111nI1�111111Wuulult�WlhlU�lull� y APRIL, 111991 r DIVISION 8 DOORS AND WINDOWS 09650 Resilient Flooring 15450 Plumbing Fixtures 08210 Wood Doors and Relites sheet vinyl and `!-inch cove base P1 hose bib , freezeless with vacuum breaker Armstrong "Medint-ech" or equal 01 Entry-1 All doors prehuny except as noted on schedule , heat welded seams 32 Entry-1 Entry Doors: rubber base P2 sink SS Elkay LR1720• C CH 5 M. DiUORETO Uerticle grain douglas fir , 1-3/'4" thick , 1/2" double Ro a Burke Flex-Cove or equal � PP q double lever w/gooseneck Kohler K-13335 4), CNI:EON '--� pane insulated safety glazing material . BuFfalen 4-inch carpet base (flat) ` � #65001 or approved . p 02 Lounge-1 . P PP satin finish Interior Doors : 2'1 ERG-1 vinyl reducing strip P3 hot water heater , electric 80-gallons Flush face paint grade birch, 1-3/B" thick . Armstrong , Kentile, or equal 18 Laundry-1 1 Rated door : 1--inch wide x thickness of Floor material P4 sink , SS, same as P2 OF paint g ade birch flush panel 20-minute 10 Pharmacy-1 Full divided lite doors : 09680 Carpet PS sink ' SS Elkay LR1720 single lever w/kitchen faucet Uerticle gran douglas Fir , 1-3/8" thick , 1/4" single Woodcrest , or approved 16 Kennel--1 pane safety glazing material . Buffelen #B5502 or 32-ounce cut pile P6 hosebib ■ equal . glue down 17 Kennel-1 08500 Metal Windows 09900 Painting P7 floor drain , J . R . Smith #2005A C H RIS Provide shop drawings concrete masonry unit : epoxy paint , semi gloss 17 Kennel '-1 MIL� ^^ 18 Laundry-1 E l`J Mercer 1 .50 series or equal concrete Floor sealer PB clothes washer control box , recessed DI� _ I".r=o Fixed and awning with screen steel pipe columns: latex exterior semi gloss 18 Laundry-1 ARCHITECTS double glazed 1 -inch section, clear glass sheet metal : latex exterior semi gloss P9 lav, Kohler "Farmington" , white color , single 911North $kdmore, Studio I extruded glazing bead transparent stain clear anodized typical plywood : P lever with short faucet Portland.Ore,�on 97217.3156 yP wood paneling , interior : lacquer 19 Toilet-1 Telephone: 503/284.5855 wood siding, exterior : transparent stain P10 WC , floor mounted , flush valve , white color 08700 Hardware birch cabinets: transparent colored stain and lacquer 19 Toilet-1 Material "lanufacturet- Finish wood doors and trim: transparent colored stain and P11 shower unit , 36x36 , fiberglass , white color , Butts Stanley , Lawrence, Mckinney 652 1ac:quer Kohler KIS96 w/K-7234-T Floor/ Int . Pivots Rixon 626 gyp51-Jm .,all board: latex enamel , eggshell tempered glass door Lock/Letch;Cylinders Kwik-Set #400 series 626 19 Toilet -1 Pulls Ives 630 09950 Wall Coverings A P13 sink , SS, same as P2 Closers LCN, Norton 689 vinyl wall covering Genon "Stardust II " or equal 22 Lab/Prep--1 Stops 9 Bumpers H . B . , Ives, Otiality 626 color by architect Pl4a scrub sink S5 Elka #EWS-2520-FC , with mounting Threshold/Weatherstrip Pemko, Reese , Nat ' l Guard 628 y bracket Elkay #LK-396-MP ; Holdars Ives , Rixson 626 DIVISION 10 SPECIALTIES goose neck faucet , Kohler K-13782 N 22 Lab/Prep-1 HARDWARE SCHEDULE 10260 Wall and Corner Guards P14b scrub sink foot controls, Owner furnished , contractor Tri-Guard installed (OFCI ) group manufacturer item 1-inch x 1-inch 22 Lab.,Frep-1 1 NOT USED 3 '-6" high P15 anesthesia machine vent , PUC valve , OFCI coy clear color 20 Surgery--l. L 2 Stanley butts, 1 -1/2 pair 22 Lab/Prep-1 co Kwikset Knob #400 10415 Tack Boards 24 ERG-1 N t►. Kwikset Deadbolt cork with aluminum edge N Kwikset latchset/stop 21 -6"x2 ' =6" 15480 Special Systems Pemko weatherseal , black 10 Pharmacy-1 oxygen lines to tanks in Closet 23 CZ LCN closer , 1 16 Kennel-1 coordinate with Owner and tank supplier for outlet type Q� Ives door stop/holder , 1 mount +48" Pemko threshhold, 1 10520 Fire Protection Specialties P12 }' p gas outlet : oxygen C J .L . Industries, or equal 20 Surgery-1 O 3 Stanley butts, 1-1/2 pair class 2A dry chemical fire extinguisher 22 Lab/Prep-1 Kwik-Set CZ classroom lock, 1 recessed cabinet with flat glazed door, flat trim, white 2'1 ERG-1 L Ives floor stop, 1 color , single strength glass 22 Lab/Prep-1 15500 HVAC it standard pocket door hardware Refer to sheets 6 . 1 , 6 . 2 and 6 .4 . � 10800 Toilet and Bath Accessories co 5 Stanley butts, 1-,1/2 pair Bobrick , Bradley or equal , brushed crome finish DIVISION 16 ELECTRICAL 0) Kwik-Set classroom lock CNumbers are Bobrick) •� overhead stop soap dispenser : surgery type , liquid 16050 Basic Electrical Materials and Methods 22 Lab/Prep-2 DESIGN BID 6 Stanley butts, 3 pair paper towel dispenser (PTO) : #8253 Furnish all labor , material , equipment , and services Kwik-Set passage latch, 1 02 Lounge-1 - required to perform electrical work r 1 Flush bolts 08 Exam-1 Obtain all necessary permits and inspections v kick plate, 2 10 Pharmacy-1 ivory plates , switches , and outlets Ives Floor stop, 2 16 Kennel-1 provide underground cc.lduit to brick wall for signage 19 Toilet-1 provide underground service to building 7 Stanley butts, 1-1/2 pair 22 Lab/Prep-2 e>,J Kwik-Set passage latch 25 Exam-1 16500 Lighting armor plate toilet paper dispenser CTPD) : #66857 Refer to Sheet 4 .9 for light fixture schedule . C Ives Floor- stop 19 Toilet-1 grab bar CGB) : #8550x24 16720 Alarm and Detection Systems 8 Ives wire pull 19 Toilet-1 door detection all exterior doors robe hook (RH) : #86727motion detection from Hall 12 through Hall 13, Work 0) L Kwik-Set passage latch, 1 19 ,Ioiletet-1 9 Stanley butts, 1- 1/2 pair 07 OEl -1 Station 14 , and Hall 1S to Waiting 29 � ♦,,,� alarms overhead stop, 1 27 Office-1 visual audial 10 Stanley butts , 1-1/2 pair DIVISION 11 EQUIPMENT Kwik-Set privacy latch, 1 crmonitored by sao+-ity company ' code' Ives floor stop, 1 11132 Projection Screens access by securityZ 60" x 60" , manual pull 16740 Telephone Systems Cie butts, 3 pair V Kwik-Set classr;�om lock, 1 ceiling recessed provide conduit for service and inside building W O overhead stop, 1 07 Office-i no telephone board required J Flush bolts Ives Flnor stops, 2 11400 Food Service Equipment 4-0y General Electric or equal END SPECIFICATIONS �� Co 12 Stanley butts, 1-1/2 pair undercounter refrigerators GE TAFSJ - Paint face color ` W ., Kwik-Set classroom lock, 1 selected by architect / armor plate 02 Lounge-1 3 Ives Floor stop, 1 10 Pharmacy--1 16 Kennel-1 �..� 13 Stanley butts, 1-1/2 pair dishwasher , residential Kwik-Set storeroom lock, 1 uJ " 19 Laundry-1 6 ' O white color [�,/ ICN closer , 1 C Ives Floor stop, 1 DIVISION 12 FURNISHINGS Pemko smoko seal to Rixon #1 1 12500 Window Treatment 14 Rixon pivot, 1 Bali , Levalor , or approved Glynn Johnson GJ32 roller latch, 1 , mount C+ 1-inch slat mini-blinds top of door Ives #34 (6") pull , 2, mount back to solid standard color back Ives 436 B Floor stop DIVISION 15 PLUMBING 08800 Glazing 15400 Basic Plumbing Materials and Methods mirror: 1/4-inch plate with concealed Fasteners DESIGN BID DIVISION 9 FINISHES Furnish all labor , materials, equipment , and services required to perform plumbing work . Provide For and obtain 09250 Gypsum Board all necessary permits and inspections required from regulatory agenr,ies . Consult erchitect prior to proceeding . 1/2-inch typical walls and ceilings 1/2-inch watElr resistant type for walls and ceiling in All Fixtures and fittings as shown and scheduled are for CIFICATIp- Toilet 1-0 and Laundry 18 and at walls behind all sinks . design and quality only . Contractor may substitute if 5/8-inch type 'X" around Closet 23 , approved by architect . 1•ight orange ptiel finish walls and ceilings Coordinate with Mechanical and provide condensate line to Metal trims at all corners and exposed edges equipment in attic as required . Joint compounds to comply with ASTM C475 09300 Tile Provide copper oxygen lines from tanks in Closet c3 to outlets (see P12) as shown on drawings . Coordinate with oxygen tank Fiandre ceramic tile; Thompson Tile Company , Inc . supplier and Owner for fittings and outlets as required . 12x12 floor , color and pattern by architect 4" base in matching color Provide 3/4" (verify ) PUC vent piping in wall to rooF thin set gooseneck for anesthesia machine vents . See P15 expoxy grout per manufacturers recommendation reducing strips in matching color at doorways as required 09510 Acoustical Ceilings . 4 Armstrong "Small-Scale Sanserra Travertr,ne Tile" or equal 12x12x3/4-inch glue-up ,. 12/05/1988 88003 0 OF 12 ._._ "A - .... _ .. .. inn'. .. ... ... .. , ll'. ; �� �"; `+1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I (I I I � � � � 1 r 1 1 ( I 1 � � � 1 1 I 1 1 1 I (i r 1 I � 1 � 1 � 1 ( 1 1 1 1 1 1 1 1 1 "••-�u:r�w ,;.:^ _ r ��� ,. �jII � IIIf IIIItIIIIII � IIIIII ( Ii � 1III1'1� III � III � IIIIIIIII � III � IIIIIIIIIIII�IIIIIIIII �ItI1�r�1�111r1I111I111'I�Ilrt �. ,; _ r .. NOTE: IF THIS MICROFILMEQ –_ I. 2 - 3 4 _ 5 6 7 9 9 f DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE Tr) THE QUALITY OF THE OR_,3INAL , . .. DRAWING. _ —____-- --------- -- -- — "), OE 8Z 9Z LZ 9t sz t►2 EZ 2Z 12 07 61 81 LI 91 I 101 EI ZII II 4:1 6 9 1 9 S r t Z lomJA i ��lihnlllull�nlhullulll►l►Il�1u611�aI111Nt�r�Inu�nulu1 w111�1 luluiduulurdrlullmhN�hrt►Innllnt rtwu��lluli�)r �r t+�MItII�lt�l�ul1'tu��I�dmt�Ilubul�uldtW��Wlutrlu1111nd11nhnlhnr &WInulc —• Mr f w APRIL 111991 n I �I�SII 5�,�11 MDR SCHEDULE - -- tl4'QN ,4IEIEI91 � r 20M FINISH SCHEDULE N tripe door door door rating frame frame glass hrdr _ \ size const fin const fin `h _ -.\ I �6a \ �? # name floor base wall refiling elevation i .1 A 3�0„x6 ;B', wd p - ph p g2 2 T�MPF�'p X\ SEM D \ \ _ \� �N 01 entry cone - b/wds wda 3/'3.5 2..1 B 3 O"x6 8he p - ph p - 3 --- � - �_ 02 lounge c r gwb gwb 1/4 .7 2.2 A 3'0"x6 '8" wd p - ph p g2 2 :\ i 1 - ' � �' }- � 03 not used � S �A. 'L ET 6.1 E 3 t'o„x6 8 he p ph p - 'f ` Pl.. FI E _ r (� C' 04 r o _ used - 7.1 8 3 0 x6 8 he p - ph p - 3 _ ' GL F NIE w y 05 entr cone b/wd.s wda `3✓ •5T` 7.2 A 3 0 x6 '8" wd p - ph p g2 2 I 06 slides c c gwb gwb Z/`t .7 B,2 B 2 '6"x6 '8" he p - ph p - 5 _� A _ -_ _ - 07 office c r gwb/wdp gwb 3/`! .7 0_ B C 10. 1 B 2 '6"x6 '8" he p - ph p 3 Q Q C =:0 OA exam v v gwb gwb 5/`f .7 P ph p 3 - ---- - - - -- ------- -- - _ __ _ _ 09 hall v v gwb gwb 5/4 .7 OF 11 .1 B 2 '6"x6 '8" he - - 13. 1 C pr2 '0"x6 '8" wd p - ph p g1 6 A B D -- 1'3 .1 C pr2 '0"x6 '8" wd p - ph p - 6 Ix4 Pr>,Yri� '(- 10 video vt v gwb gwb 6/'3 .7 16. 1 B 3'0"x6'8" he p - ph p - 7 I"2 :J � �FY 12 hall v gt gwb gwb gwb 6/''it.4 16.2 B 2 '6"x6 '8" sc p 20min wdr p - 13 - I 13 hall v v gwb lexan 8/4 .4 18. 1 B 3 '0"x6 '8" he p - ph p - 9 \ 1'f work gt gt vwc at/gwb 1`f/`f .7 . 18.2 F 2'6"x6 '8" he p - ph p - 8 / p 15 hall gt gt gwb gwb - 19. 1 B 3'0"x6 '8" he p - ph p - 10 __ gwb/emu gwb 4/`! •7 CHRIS 20.1 D pr2 '6"x6 '8" wd p - ph p gl 11 LL�H - _ 2kR% �-U1 • 2�-0° 2-0'� 2'-�I 17 kennel s v cmu gwb 9/`f.7 21 . 1 A 3'0"x6 'B" wd p - ph p g2 2 F- - ,�0o�'rf° ,i cA 0�1 18 laundry v v gwb gwb IEI/'f ,7 2`t.1 B 2'6"x6 'B" sc - h - 12 / r:1W _' -�J� _ gwb gwb 12/4 .7 DiLORETO P P P 4 ��---- \ 19 toilet v v 25.2 B 2 '6"x6'8" he p - ph p - 5 �/ 1W1� :�, C11 � aLOHILyJI-1 rl?WIE 20 surgery v v gwb gwb 13/4 .7 ARCHITECTS 27.1 8 2 '6"x6 '8" he p - ph p - 9 21 entry colic - b/wds wda 5/'1.5 30. 1 13 '3 '0"x8'0" he s - - - - 1'3 � 22 lab/prep v v gwb gwb 15/4 .7 32.1 is 3'0"x6 '8r wd - h c p p P � � 23 closet v v/gwbx gwbx Portland,OraQon 97217.316 _ _ 91 1 Nor1R kl4mor�,Studio 24 erg v v gwb gwb 16/11.7 Telephone: 5031284.6955 DUOF� SCHEDULE NOTES: E F G 25 exam v v gwb gwo S, 11/'3 .7 - door and frame rating in minutes 26 hall gt gt gwb gwb 1`3/`3 .7, 5/'3 .B g P DOOR TYPES WINDOW TYPES 27 office c r g - gl glazing single tempered gwb wb 1/4 . - g2 glazing double tempered 1 6 28 reception c r gwb gob 1 s 2/'3 .8 - he hallow core SCALE: 1/4" : 1'-0" SCALE: 1/4' : T-01' 29 waiting gt gt vwc/gwb/wdp gwb 3/'3.B - p paint 30 hall gt gt gwb/wdp gwb 4/4 .0 s stain Zi waiting gt gt vwc/gwb gwb - - ph' pre-hung ~ 32 entry conc - b/wds wda - - sc solid core8 10 - wdr wood rated - ROOM FINISH NOTES: all GWB walls and ceilings painted I I/ II - Closet 23 vinyl wainscot (not cove) 5'-0" high -� 11 -� b at acoustical tile b brick M III 1 I S/�11 11 1 2 20 _�I cmu concrete masonry unit Q _, �1�2i1 22� 21/211 conc concrete walk I ,i► -- -- -- ------ - - ----- - - (p - 2 gt glazed ti1e ' w �• II 1 1211 , p I �� " gwb gypsum wall board, /2-inch 3 4 �`� .4 ' �' Ilo T�JT 'co /I b I, 1 n 11 I �' I ,1 I n wbx sum wallboard, 5/8-inch t A` - - - -- q '�•/Z 2-�J/b 2.2�a- 4 3�2 2 51/Z 511 g t7y P y Pe x W --- _- -_ P Paint N L I I -- r rubber 5 Z II 19 20 s sealer N ''� 01�/I(oN �j'•p'��I(011 4.4 yj O /I(P 4.5 v vinyl resilient flooring with '3" caved base � cc - 4.4 vwc vinyl wall coverying wda wood AC plywood Q - n - O n Wds WOOd siding F.O.P� „ S' _ `� � '�_ _- __.. '` � wdp wood paneling Li co 'EI I 2,2 Entry 05 2 I, '12 , w � L o b� �P 11�` `, J O P` as. - - -- � 12 2 d Lounge 02 E+ Y Slides 06 Office 07 I ,� Exam 08 Hall 09 2 41 T1W ,, �. Entry `P(1-f� - I � � J1 N'6 '�• -- I '_ •� - I Toilet 18 4, =r 1 I (� I harmacy 10 Video 2 2.2 1� 1• q I ,� - - (- QA�TI�, U� I �7 -I- _ I GL CAN 4 SLP$ r�/ axe SIA•I,J1A WWF 4 I,I I 2,I 1,I I I, '�• V N � "('�PI GA L. W N EQ� SNOI.I►�1 � 2.' I(� a � O ,"LT� _ _ -�.:- }- � _ -- \ -71 -- P 1 -- - IV/ 1 CC)--2 - - ---- - Work Sta �� hl Closet 2 - • 11.E -- �r Ig .(0• r y 7 `µ?�11J L.-f f1,6 VVI� I�,I Hall1� � � Hall 13 •� �-� I'1 I I 11 'Iy (y1-o11 v 1-OI/411 \N r 1 u 13,1 - - �4•I -+�► - � I 3 0 I 48% - I `� 11411 �' _N &' �Ao. �T Hall 43D D --_ - ♦ -- -- tit \ _ I 11 _ r _ _ - Lm !; _E' I 1 ,-10 :E11 ezz Eli Z 4 2, R�� , Lab Prep 22 p 9I 4. O X% �j l I . ..- -_ - .., - 14 I, 4� - /� -1\ 5-0.1 g�_o�l = 1 - .'�'�'I �1 011 - ,© 41111111111110 40,1\ 'I` _'f _� ;�S 1 �- Tf m Waiting 29 g Z ca Kenna! 16 aundr El?b Sure 20 / - o E1lo ' 2 j� Offiee 271, �• l Cl Dvl Y 11f Surgery `� 4.b JIT2 0 L� - 10 P7_ _ $. r El - I 2'-o" 2. 12 R1 I, �� 3. ►u _ �I _ 4 �* W 4.1 Q, ! �9 ; 4 I, � . TY I� P 15 P 1 4� I I Exa1rF25] �� I � � _-- � o 4 -� j y1r II yJl 4sj/�u '1�/ 4'� I• �. 4'� 211 �Ir�1 TY - - _ ' I ERG 24 _ q'_41� �z I �• o I W P14b --_ __ _ --- -- �2 Reception c8 I, q�� 2. IwP � ,. 11 -`� 44 CO) - Ken P7 � ------ `- ;ji � --�- - r -�• �, 11> �� > Q� - 12 P15 Iib f 1� µ _p111 2JI-�,I � + Mall 30 Q I, 4,05 Entry 21 I 9 - 9.8 0.stup r - co tom.■ _4[ F _ _ _ _ _ _ �t PAZ O F GM U I g. --- � UD J L-W LL •P 1 FLOOR PLAN BENERAL NOTES 00 I`�PI` caWMI,1- (p �43 W iting 31 +A•I Entry 32 z M 511 6.b.Ll: r-OC- O Q - G o _ 1 . All dimensions are to the FACE OF STUD 1 O11 1 115/�� 1 pu I I/2u 1 1� II 1 n �' 1 _ ' (F .0.S . ) unless otherwise noted (LION) . ?� ~��. IJ:T•s G 2"x'f" wood studs at 16" on ' �♦ 1.2 center, UON . � 20 5 �qs. I - S cTr2Up�p CL)R6 'l 4.5 4.4 ; stud size . -- Brick veneer r Y4020Q Door symbol FLOOR t'LAN 4.4 O Window symbol • 3•�II 3, �1 ' ON- WAI,KT�X�LJoINTb ! ! Specification Sheet `!. 1 t-EII Equipment bW Owner, see 101 Plumbing fixture, see y S - 1011 _ 101-rill Specification Sheet `t .2 T-- I I I�•1 5/b" �'' �9/ICON r I- 5g�lcn�i -�'- �j9�lCo�� ,I-t%j�/I�113 5971(el�± �I-CO�t Imo'_ 2►I T Building Section Building Elevation 10 AW 4* I. 4.b 4*j Interior Elevlation- VIEW FLOOR PLAN I �N� SCALE:' 1/4' : 1'-0' 12:0&1988 88003 ' 1 � ilil , r I ,r' ��II11/�1T1�111I1111t�111T1�111I111I111�111�111I111I1[1111{Il)Iliitlltli111llll�lllll11i11111) llf IIItIllllllf>Jtllllllllllllllll�lil{IIIII�I�I�III�I�IIIII�I�I�I TIII1�1Ilil{111'lll�l�l�l�l�lk . '' • NOTE: I F THIS MICROFILMED �- •-' 2 - � 3 �„•„ 4 5 6 7 A 0 1�0 11 1 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL _ DRAWING. OE 62 92 LZ 92 S2 VZ EZ ZZ I OZ 61 91 LI 91 SI 1►I EI Z II 01 6 9 L 9 S- I► E Z I 248 � ultluu uullullmtl1u1I11u11111�1u111N1I1tt+hwltulhn�r'��I�a 111111111u1111n1�u�{lullllt {I1�IIn111n11�11T�11 ( �Ilu�llll n11�Ht1tnrl�lli��1111nu�ull{Inl�uuI1111�uII�IW�Wr1LII111uIIItullrnllun�IlubWUll�llll;�l�llu��lull { APRIL ' 11 1 � 9 • c s AlkDiILORE O ` . s1 PORT OF 0�v r CHRIS MICHAEL DILORETO ARCHITECTS 91 1 Nonh Sksdmon,Studio t Portland•0mgon 97217.3150 T010~o: 603/204-5e65 1 2 3 4 5 . 6 7 8 9 10 N M � s _ 10 4, 4, (D All CO N o PT t�641-wlz Ca Awa \ L.. O TI 115 2 " PLl. SOPt ) I'1'I L.6KU'R-T(P O T� T �, � j � I/>ti. �oR P �/''�2 � L Tlo w +9- I Ihl Lm �CACc ❑ - \ - --� F3 .J E tIf l'N 6L.6 — �� "Alim"s Qj \ / A � � O ``� CA64,- I�4 µr7 O ►) \ / Irl Ji-V2 _ Kenn 16 H II 12 Hall 13 w Cv `� 0 . 7iH Work Station 14 Hall 26 R ep - 28 N --�` r Waitin �f29 I Ell S.V1 Z x1.25' � � \' z� � -�' -'L -- _ -- �� o -- - - - - - -f•fir ,� 1 •�, ,� _ _ -- - ----- T,441 ♦+ O i(,.I I. 119.1 I�.► 2.1 1.1 14•I 21 �M I x zn AD - �� 9 pEFI E�R 7 aN Tf P � .._ '1°_I,�(o2�a _ p as PT&Y Lm CSC BUILDING SECTION 8 Cie V LLJ . F B W 4D Lll :3 44 �, p� O t'��MGRPtJE RoOF,'v ou— +ISI-pu �Ir',ut Mor`JI�R c.RIcxE7 Z) T.C. Po►R. 1' Ixq v E IGI.F Ln 12 12 u Go ME► f�Fl(a MIW-T � 1 I I /- �IZ O I, _ _ �� � �J PY ( -----_ .. , , +II '2'� � g , ) -- ; - To r I T o, \ I Y.R pl.v�� - _— - �- +'1 -II' (7iLL - - 2 � __E I 4_o1�� - -- - N1LflIN& �T'ION�J Ear A ntry 21 Lab/Prep 22 113 Office 07 v Wait g 31 Recept[2]8 Office 27 Hall 15 r a---� _ 1F - _ T J O °O 21 I 21.1 lo.l '9 Gc►Jt'S 4415 407 1psi LaT pw • r(P 4,0 AAM �- • BUILDING SECTION BUILDING SECTION 20 SCALP- 14" PERMIT I r NO. �����.�r-�=� � 12/06/1988 88003 ;i.i.) iiti`,:1F:...,. r - • ..:.. .,:, L...........d.0.wL.JY..iL.:: .. ..,M,,..-->. -_...-.....r c... .«..rr.--,d..,-........•r.—. tllI�tit!tI tI t1 tI lI tZ�t1 tI lI tI iI iI lI t�lI tIif t)rI l..I.l■1.�t,!(CI tI I tI iIiI r�rI�_I�liitl�li 4. R; 11t19iltI NOTE: IF THIS MICROFILMED 3 5 l6 tit.lurMlrin.l.«l«l.«r7r�. 8l.M..i,rl>t«li«lrNt-1-.t..,l..,.t...I..,t..,I,.tL9,Iwtr1L 11 t1�I1I�I�I�0iI�I�I�I�I�IiItIt1rl1l1►��1�1 t - ._ _._... \ j DRAWING IS LESS CLEAR THAN I THIS NOTICE, IT IS DUE TU ! THFQUALITY OF THE ORIGINAL DRAWING. - ------------ —_--- - -_- "_.. - OE ez ez to ez sz *z Ez a 13 oz ar e1 ti 91 %I rI C zi ii OI _6 e c e s r E z ►i�luuhulbulhutlunl►n1bn11uuluuh��rliN111nduuh1 11NItu�lnulnitl1111l111111 null1nlr14Jx111I111111uihLalIIIAl IInk MlrlIIIIIIuilllu111Id ui1uuhIIIIII 1111"U1iliutinulmiluuluublu� uuluu�w>!luulliul�l11�1111 APRIL, 119 91 i CTIS AA- DdDRETO PORTLAND, E ` OF ■ CHRIS MiCHAEL DiLORETO ARCHITECTS 91 1 No/1A Skiaenae,Sluft 1 Portland Qipon 97917.3156 reloo+rlorw: 503/294.5965 M � c0 C w I 16 M N � 01 � a O � 1` w 1 2 2 i F B A 10 8 2 ca CD EIZ serotil c) a b ,0 4,4 4. o Z --- ---------- gERTIC-Lrcl � �M � I 1�Tp•IL5-�AG�� a�� EI.Ev�T�ol,ls � cra.4121 (1) c _ Q � ENT,RY 01 __ 3 ,,a I III — - — � -_ 1 U) A B B (�A) bl.'2 e� L__-_ --_-_-•_-- - -- - -------...ti- ---_ -- - - --_- - - - - - - - �- - ��-��• - �� I�Co IapRlz 1�v sIDIU�' • o SOUTH ELEVATION EAST ELEVATION19 � r y 9o 4-- co --� - J ' a 6 E � 1 2 � 4 I. bo�r+� �, ►�oru '5 6. T 8 . 10 Lo co ENTRY 05 4 5 �° 4 6 c 1,e . 1/6,11, 1 4.4 oil F�►J CSE IL 7 F E _ �p PARP�E�� 31DT� �1E1� . w • _ �xr�•I r,�z E��vo,Tl ol�►� - -- - I � ►� �e52.2 �2 .� MrAlV,0 --- --- ? -+ _ — • -- _� or1(TE J ' -- ===__- __ -SICK\- — - - -- >- ,_- - -� 2F 4 -_ _ --_- - -- ''•�e � �- --rte - - _ - - - - -- _. -_ -'_-- ---- -- -- - - -- - - -- -� .v. 4 -- --- ------- - - ---w' �__�.-i- -L - -'� - - - - --- ----- -------�' r - - -- - ---� - r - --r- - T _r -- r - t--- -1- - r r- - -- - - - - - - - - - - -- -- -- - I 40456 , 4,5►1}.5N �.s WEST ELEVATION NORTH ELEVATION ENTRY 21 . 510 s. 4.t.-e : I' I -o11: I' ,�E: _ , 20 cAt-ri: , _ ,,_0, 12/05/88 88003 1\10., 890-2 L M-MENIIIIIII111111,y lllll►�IIIIIII�IIIIlllllll-IIIIIIIIIIIIIIIIIIIIIIIIILfII111�111�IfIII�IIIIIIII�IIII111lIIII11 ,lIII�IIIII11111111Jill 11iIItIIII�IIIIIIIII11111111111111Jill III 1ItIII111IIlIIlllllll111►111111►f I 2 . 3 I I I • NOTE: IF THIS M ICROF I L.MED -" - - ------�--4 5 8 7 8 9 10 i DRAWING IS LESS CLEAR THAN 7 THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, 0 6 dZ LZ dZ SZ ►t CZ ZZ Iz OZ dl 81 LI 91 SI III EI Z II 01 d 0 L 11 S it 6 Z 1'�" • 'i" �I1ndnHllulhu111111�111111111�up11Ell11lIIIII�I�M�Iul�NuluiIIIIIII1111�a11�II11111I'I�INI�IIItlluii111�u1!„l�unlllll n11114tdMllflllfll►ullw�ulllnll�lulbul�lu111w�lUlllltlluulullllull{IIIIIluh101�llluu�uu�lllW�llullu - APRIL 111991 L� CMS M DADUTO K)ATLA D; OF a ■ CHRIS MICHAEL DiLORETp ARCHITECTS 91 1 North Uwfflon.&0" 1 IPwtland OrOW 97217.91" TM*PhOf : 6=294•5955 1 2 8 9 X10 T T. N > CO aD CM t 1� 8ntr � a 0 �BILon __ • • '. (� ' , • ' • ; • ' _ tr.� ' � � � O TER B En tr Slides UO6 ti PWK 11 n y01 . Exam OS 2- ToileE19 .� I O ! �. ® � j gffice 07 �� Q o � O Hall 09 Video 11 L PKY->J 'hl Lounge 02 �EI,tT'R. ,•r Pharmacy 10 _ cc - Hall 12 H II 13 ��• � ' • � �x,�����^►`�s� .• _ � '....� U� � • • , •• � • •' -=-= =' '== =-=- ' --- =-=- -- --- . O . Q• •• . -,Q � ' Hall 15 �D L—] _ - -- w- Laundry 18 - o •�.+ Offit z . . .. � .• • LI�1-I•T � . • ,• •. . . • . , . • . . • Hall 26 I .� . � E� �� A ♦r 11 -Z �P, V Kennel 16 25 aF V Exam I Au v Surgery 20 , Lab/Prep 22 z LRG 24 • ., • ; - — 4.4 co 2XnTOMF� Ii > Kennel 17 _ Reception 28 _ O' - ---- �' n Entry 21 E L.1.J ;� O o �ti- ► Q Q O _Q O—. Hall 30 Q ce C7 F � -- F Q ao EN1'R LJ�'I-Its B�TL.IEW UI"II..I� O COWh�I� a L. I,L I co O lio �i�•E'.fTF WO21• I O REFLECTED CEILING PLAN NOTES O Entry 32 (3 - / I 1 . All ceilings B '-0" above finish floor unless • u, otherwise noted WON) . 2 . For light fixture types refer to Electrical Sheet `t .9 . n 3 . All extorior soffits are A-C plywood . Paint . 4 . Refer to Mechanical Sheets 6 , 1 , 6 .2, and 6 .4 i�GLt✓C1'ED GEILIIJCy for HVAC supply and return information. O t7C�AILG,, � Ceiling Hieght above finish floor . gypsum wall board ceiling . Glue-on acoustical the ceiling . -w 4.1-1& 2 , 3 40 55 60"__7 4.4_1 4 ,I - -� \ S 9 Ceiling relite . 44-Ig 4.4•IN a•4.c� REFLECTED CEILING PLAN Ey4•, I „ 12/05/1988 88003 12 01 r . NUNN I �, 11111�11111111I111111�11111111,111111111111111{11111j111111111�111111111I1�111�11fllll�l11111 .I 1111111I1111111�i1lI111IIlII1l1�I111111IIJill IdI1111111IIIIIIIIIT1111IIIIIIIIIII1111111111)11111 8 �, W-01 NOTE; I F THIS MICROFILMED �' I 2 3 _ 4 5 6 7 9 9 10 DRAWING I5 LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUAI ITY OF THE ORIGINAL --co 46 DRAWING. of 62 92 LZ 92 S2 111112 E2 22 It 02 61 BI L1 91 SI t'I EI 21 II of - -6 9 1 9 SI�•.� --I IE.-- Z 1""` . - ��11111n1n111nllllnlluulu111111111n�iIf111Hf�Ig111111b1uhil�lhullmfluulu�lufluu�ll�lllullnllluulf�lullliuflnfl�Itt11n111uu�nullfu,�uf�fufluif�fn111u1�flU�!lll�lluluuluulllflllfuluul)W1�N1WulI�UuIIUl�llulllulu� � :24 1 APRIL 11 1991 - 1 Y • I. Cja,t S M. DiIORETO - +11— INV • �� //Jf ' P AnAND, id EGON v0 EQJAL EL?iJk�L- EGr 4 0� o' �Q� 2 -� DEQ C� E,1JAr,3 -- - - - -- OF a� CHRIS - - � Q E4 z. n ,F.3 VS E:3 P.A. ��`I" tiU '� rU F-3 ARCHITECTS- - r� IN 91 1 North Skidmore.Sludio I Lff\ — �,� F ortb4 6 nOt�pOn 9F217.315 t I• �aR`'- F_�S— �1oR—r-+ �, ^ 10140me: 503/24 E 5— TH — I. � '- z• Syu-'r I I. Su�-* 24" �G'/i 24" � LOUNGE 02 ,-H15 sHEE7 ►� SLIDES 06 OEE,JCE 07 KENNEL 16 R � � WIlE'1' 1 2 3 I DI M�I�.:d1,:)wE? v�.l ZCALE; 41 = I, �,, �LAL-.Es 1/4"= I'-��" SCALE /4" -pn SCALE: /4" _ I' -L7" — ---- ------1 7 EQUAL � ,z - Co =44 ` . �I�Dow Wfi ' �• R LAMwr, - - - --- ,t`ES _+B{►._ET EXAM LE, I I p rp ' p F h.Ir} .� G..'i' �/ I 1....7 l.�►.' -U — ``� N It.II(.7 E�A I f._, ; -----•--- P��L M 1�`� 1f a ' r------ -- ' \r C M PLAM PLLF�,�1j C� C I IJ+OF T - E _ ' e,ZD' ` ;>A .5 .a5rl cm L I 111 s a ''aI+ELV (� I r -i- i- IIS II ��' vE�.IT rJt.i SIDE. -- _ -- - / •- - I ire L - N N i OF Com,@ I„'lc ALL _r - r'n t S V,-4"AW cc VI _ - 'O S �v E�+iaO :a I — -- ±'9 v i �� 61#�E'-F ��P in 2 EAS'"' �. �O U T I--I I, !�O R'"H •1•+ ?� J PHARMACY 10 E� EQ VIDEO 11 O co Lm EXAM 08 �� � Z� s �l> , 5 -- 6 7 SCAT.-t 1/•4- � 11-011 SCALE• f¢ ,<. 1'-Q" SCALE I fq"c I' O" 00 Lm 1.16•Li_ �OJER'� P'f LlAl.l. ��:U / �I'�•►Z F�X'fI�12E r_�k1b SOFFI? DEYo�G f �a Eo � EouAL. E4ZIJAL_ �'— GF-rA1N LINK 1?'�I'•'iTITl01�1.� I E L.E1„ PANE�. - Avg v — - �•/ PANEL 1;2 ,I ° _ I _ ✓+� 1Y 0b, CET'5/41 - IW 70F FDr�E D � c J r t�i�E7 -� -� / �� ✓' ...J cm u w , � SPKIIIIIKLEF r 12" _r�L.EQ +z" 11'.��I, l 2. u I. N OoK 2. 1�1EST I. ►�1olZ'"H �.1 ZII ' �oU��-•1 2. l�c1E.E�'" �• E� �/ WORK 14 �'-�°� � , . KENNEL 17 LAUNDRY 18 EXAM 25 Q; � 8 9 10 1 1 NOW 5CALI-: I/4' = I'- Cy' Sc�L.E ��-''. I'-pl, SG�\..E �4' • I'-d' Z O EQUAL EQUAL V . I/2 r�klp- PAII.+T O ' m° LTJ J , NT•1YP s 1_— '� V E UD V Tp I�1 CL W 1 ` ` '�-I� —`_ > Q� T E.D EQ �.�Lf� G'4W I�� L 'a 0 , � TL71 LET . . . .J Fes: � E.5• - �i ; I _ — PARE� !4 1 ; Eioi ;EI I EIZ ; ,� >� tea" N. PI,PM T�P�� F E', i - L.IJ O N N I I _ 71 - - ; 1 D I, Ga.S"- 2, 50 J N �i I ��1�.I�ST I, �1 C7 H 2, cAS I �o,I .� �J Tl-i _ _ 1. TOILET 19 SURGERY 20 HALL 2 Q co 12 � 13 14 �AL�'. 1/4 = I -Z�' • �'-O" � ECT U/�L. . _ GAL�ItiET ✓EYON C T Lw 1jr0 / - _ - --- rel Y -IYpK.a L - D`a, ra 7 C ECXe,E. 6r�1G�.S h'LAS H tvL �- M.1 P I Nrt- 167K IEAZVAT1 ONO o u 06 r---� r-- --, N GA2T Z4W-,CoO�•�GM E 17L L � � � n '��` 4 i I `' 10'Jl� - DIt,•I � —r--- I, NORTH �A�NF_T ? EA5"'' 2.,. SO�TF-1 �, ICIEST I, I \1G►eTH 2, �o H SOU H �• I..1�S klE , EA'� 2 4'+ •�I pPf'OS TE 3 Ela?UAI- 4 RQvIA L 2 24 21 co� 1'_ra,I LAB/PREP 22 �lERSEp - 3�' ERG 23 15 _ 16 5(oA-�•E 1/4 s •O ' ' 5(AL- I/4''= I'-DI • q.b•IK4.(rl^� r-�c�:r;:hI a:•r I�f�. Ea�,�; )�>>:,��r 12/05/1988 88003 :I. ::" ci 1.0 « � Inle�l, l+wmn�"'.>'lar'wtlMlwrrealn ,lr+..w,nwlrw- .•,• U - ' _ • {lit► 1111111 11{111{ 1111111 1111111 1111111 1111111 1111111 Illllfl IIIIIII III III,11I1111 Il 111 if 1111111 11111IIIIlil111�1111111111111111fill 1111{111111 1I111I111I1111{I{1{1111111111 I i I a iso 11 . 4 5 6 7 8 NOTE: IF THIS MICROFILMED •— DRAWING IS LESS CLEAR THAN t THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL _ DRAWING, pE 6Z 9Z LZ 9? SZ 1►$ f� _ Iz OZ 61 B1 11 X11 SI b1 EI ZI 11 01 6 9 L 9 S b E Z 13"A ��IIIII111nIll llnhuI IIll IloolliIIIIInIiIll II"Illw1uIL{111114 u1IwlJililluuluu111wfillIUnluIIIIIII lullnuutl InnlNlllI114mllt11�1111111uluullldjo mlim 11u111UiloWuiilmdnnlnu111111uubullH 1ukIuW"m, 6 l 10 0 APRIL1991 0"Illowl", WIN � 1 r EGZ U/�L I E3 Z' EC2 UAL. r 4 CF"RIS M. dORET 77� ____ __ PORT D, ORE N KRT J C F ----------r- ' F 51 E�' � n. � � � tv bl.C�'t� aj►i..IC. I 1 � � i . � � � `i`j � . — - - , I = - _ ' • � , � � y = .V y ,9 HRMS - MICHAEL - ' E0 3. 50` J� 4, ISE-57 i^I�pRI'N j''H I S ARCHITECTS !�G?UAL. SKEy�i 2 r�;n��. - E,viUAL_ I SKE�J til 1 NoAh Skidrt►or.,$tudip 1 OFFICE 27 RECEPTION 28 ToAWw":r.p�n lN�ptwn�: W31244-5965 1 _ 2 -- C0 N z� CD D urr - - 1 M 4) I. �sT t' (ti� I, 1�y�rH Ncm tL.. WAITING 29 HALL 30 HALL 09f HALL 26 3 4 5 m ctCA LE i/44°= 1'-n" ♦., O 0 L. w a - U zi -J Q c Z L1J O W ♦'' ' LTJ Cl) G M r t�rEl�ior� �I.�vpT•loll� T7�jA1 LGA a Q 1 4108 4,6.Zµ �I'lo•Z� 4��Z 12/05/1988 88003 1l;11Ifill Ii1I111111t�1111111 LLt�I)+'Ilt�llll+ll�l.[I(IT1��TI�rn IIfi�111111+�+11111+�+1+�11 '(Il11111`111'rC1]II111f1�1(I�Illil�lll'tllllllllllllllllllll�l'1111111111111`IIIIIIIIIIIIIil�tllt? r 5 6 • 9 10 11 I NOTE: IF THIS MICROFILMED DRAWTHISING IS LESS NOTICECLEAR THAN , IT ISDUETO1 1 THE QUALITY OF THE ORIGINAL ` OE dZ 92 La 9? SZ r'Z £Z at la OZ dt 91 v 91 SI 11I c zl 11 01 d 9 t 9 S 1._- 1----EI--- zI. 1 E , • ��'y �t��111111111�1111�1II1�nII�ItN�tlllilUft111111111�1111r11tt�tllt Ittt�IM11�1111�1111�1111�1111�Ii11�INi�t1!I�It11�I111�ItII�i��tIII�I111J1111�111fiMt1�I111�IIII�1111�II1L�llll�llll�lltl�llll�ly�(IJ�II�III1�I111�1111�1111�III1�) U11�W7iitl�11U1�11,1�11! � APRIL 119 91 �A Recessed can, incandescent, black step baffle, Wall sconce, incandescent, surface mount, opal F Undoircabinst , fluorescent, Y '-0", white color, � , Ceiling hung, flourescent industrial , chain R Porcelain white trim color , on photo cell . plass, 1/y-s here with white color reveal . slain lamp holder, incandescent, surface mount, D wlch starter on/off switch on light . mount above ceiling . L.Ithonia 09TL 110 or equal . switch at circuit breaker . Provide M in attic ► � Lightolier 01102P1/1179 or equal . Lightolier 14902 or equal . Progress OP7009 or equal . Hall 13 space ss located by Architect . Entry 01 Lounge 02 Slides 06 L Pendant , incandescent , coiling mount , custom by r-Q5j Outdoor area light , surface wall mount, high `(,� � Entry 21 Office 07 Pharmac 10 Entr 32 y George King Designs . Allow 9M.00 pressure sodium, on photo call . Paint housing, CNN$ M, OilMTO �► y Toile 11 Kennel 16 Work Station 1`4 color by Architect . �8 Recessed can, incandescent , black step baffle, Toilet 19 Laundry 18 Wrap around, fluorescent , ceiling mount , white, Kenall Manufacturing " `� ��j ✓/ Company Protector 5000 QC_ white trim color . Lightolier 01100-IC/1179 or 0 Overhead, incandescent, ceiling JJ�^ount, opal glass, L.ab/Prep 22 Lightolier "Belmont" 01032'iAZ or equal . series, 05010 or equal . equal . 1/2-sphere with white color ro al . Office 27 Kennel 16 Entry 05 Lightolier "Opalux" 06626 or equal . G Undercahinst , fluorescent , 2 '-0" , whits color, Kennel 17 [(�� Office 07 Slides 06 with starter on/off switch on light . Laundry 18 Hall 09 Exam OH Progress OP7007 or equal . N 02 Hall 12 Pharmacy 10 Lounge Wrap around, flourescent , ceiling mount , white, a Work Station 1`4 Q Lightolier "Belmont" N1032BAZ or equal . Hall 15 Exit Light , surface mount , recessed housing, ,� Exam 25 F-f H ► Medical , single arm, incandescent , wall mount . Surgery 20 -(Er �J Medical Illumination Inc . N Lab/Pre 21 Hall 26 �'' in white, green letters, on emergency circuit . 011512 . D ■ Office 27 Progress NP6002WB or 0P6004WB or equal . Exam 08 ERG 22 �p Shower , recessed can, incandescent , white shatter Reception 26 Door 1 . 1 Exam 25 Waiting 25 Door 13 . 3 I Medical , single arm , incandescent , coiling mount . resistant, whits color trim . CHRIS Hall 30 Door 14 . 1 Medical Illumination, Inc . 0011514 . Lightolier 01100-IC/1128 or- equal . MICHAEL DiLORETQp Waiting 31 Lab/Prep 22 Toilet 19 ARCHITECTS J Medical , double arm, incandescent , ceiling mount . Medical Illumination, Inc . N01951t . LIGHT FIXTURE SCHEDULE Surgery 20 �. ► 911040"U&INOW66 SSW" 1 Ta,M,a+�s iOL=N-iKO 1 2 8 9 10 N I -� --- 1F,'40- 1/111 �' pI�Z-il 22'- 21/211 . _Cr+�i N � 5 19 20 N 4.4 4.5 1 4.4 A 0 Cd t�• - " �' I ��.V� ZE try 05 —OB, +? Slides 06 17H7aFc-)-a,Entry 01 ollet 19b harmacy 1 ��} Exam 08 Video Lounge 02 -, p Office 07 r I � _ 01 o -- - , NLS Edb wRr1Y ca..1T _ -- CD -`1 y c' _ �^ ► I Waking 29 - -9 k-11Hall 12 l `' 9 ° - N Hal 15 4.4 b N -~� -- m Work Station 14 I wq - Laun 18 I � '��; �' � � ,,� CO — 10 , - - -- I tbvwnE►�Y Lab/Prep 22 ,9 Q- [I _ 4r I - 4.5 � I--- --- fire 27 ' Ke 16 I G - - - - Exam 25 LAJ Hal 26 L,..� •.� 8 Surgery 20 Reception 28 4.4 � � � -------- I i, y0„ 'R Kennel vow'CE Lu a:era vl�•+ a 21 _ — -- --- -Ia�wV-- - -- = - - - = - - - - ===-- - - - -== - - - -- =-- = - - - -- ' 1. -- OF . a0 �� eking 31 /lox CD ER/51 NAL/L18HTIN8 PLAN NERAL NOTES: -� �! b Entry 3 �� i Refer to Reflected Coiling Plan, Sheet `4 6, for locations o rail inp light fixtures . 20 5 f4MULL-- I �� IIJE OF f Sor rr F, • e ft UeriC" ;pacific require nts for ERG 2`4 ith local 4.5 4.4 rf9� authorities prior to wiring or installat on of fixtures. Notify Architect bf any discrepancies wi h drawings . Underground electrical ervice by servic utility . Uc, iry 20 all requirements prior to installation . ' 4.4 rl� .- . Coordinate with mechani al contractor fon mechanical conkrol r requirements . Provide 11 electrical Cc nections required . S. �hiV tt��� hi to inetallatTt and switches eith . aro So ± 2 3 4 5 ,. 6 8 9 10 41"1 4.9 N POWER — SIGNAL — LIGHTING PLAN s . _ .. .... .,, -.wr.ww.h.7M.... .. - . . .r.lA►�/..rWw... .......-. ��y,_..-.-._...+w,..+"1.w+rrwr..., . �..t•.1 f I ! r I r r 1 I 1 1 1 i I r 11_x. -1 1 1 1 1 1 1 1 11 .�. ar r l i r 1 I „ I �. R�jllllll ( � 111111 � 111 � 111 + iII � IIIlII �� 111 � llIII111 ( � IIII � iI ( � IIIIII I ( III II1 � 1111I1111r1�111�1�1 , • NOTE: IF THIS MICROFILMED - I 2 3 4 5 6 7 8 9 0 II 1 t f DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. -0 -- --- ------__.___ _ _ ____.._._.— • ..., _ _ OE QZ 9Z L2 NZ SZ bt EZ ZZ IZ OZ 61 Of 11 91 SI bl EI ZI II 01 d t 1 9 S b E 2 �,lIIIIII�IIIIIIIIIl11111nu11,,IIIItIl,1,�IHIIINI�rilllrllrinuh,,,halm,ll,llhllrllllllllll�ll�Ir11�1N1�11lI�Illllllll�llJlll�lllllli111�111111str�nllilllf�(IIuIIw�u�tlrur�uuhru�ll�drW�lWlUrl�nul�ul�rinlull�nlllfuu�lUt�Wllll.U�ll�ub APRIL 111991 is 1 N R GE E AL NOTES EQUIPMENT EQUIPMENT EQUIPMENT LEGEND ` • GINIRIL COIDITIOIS SPLIT SYSTEM HEAT PUMPS EXHAUST FANS DUCTS 1 ACCESSORIES "xIL SHEET METAL DUCT, WIDTH AND DEPTH .., MECHANICAL CONTRACTOR. IS BOUND BY THE GENERAL AND HP-1 HP-2 HP-3 OUTDOOR HEAT PUMPS 12">3 .4R DIAMETER INDICATED SUPPLEMENTARY CONDITIONS, AND DIVISION 1. CONTRACTOR IS TO COMPLETE OUTDOOR HEAT PUMP UNITS, FACTORY TESTED AND READY EF-1,E F-3 - ---- PROVIDE A COMPLETE AND OPERABLE SYSTEM AS PER DRAWINGS. FOR INSTALLATION. HEAVY GAUGE GALVANIZED STEEL CABINET, CEILING MOUNTED CABINET EXHAUST FAN. FORWARD CURVED FAN, MANUAL VOLUMN DAMPER COORDINATE ALL WOPK WITH OTHER, TRADES. WORK TO INCLUDE ALL WEATHER PROTECIED. TOTASLLY ENCLOSED DIRECT DRIVE OUTDOOR CENTRIFUGAL FAN WHEEL. RESILIENT MOUNTED DIRECT DRIVE GRILLES, REGISTER$, DIFFUSERS HEATING AND AIR CONDITIONING SYSTEMS, KITCHEN HOODS AND FAN, HERMETICALLY SEALED COMPRESSOR. MOTOR/FAN, 1/2' FIBERGLASS CABINET INSULATION. INTEGRAL SHEET METAL DUCT WITH 1' LINER MAKEUP AIR; EXHAUST FANS AND DUCTING; CONTROLS; DUCTS, ELECTRICAL DISCONNECT, 260 CFM @ 0.1-SP, 2.1 AMP. 1/15 HP, DAMPERS, REGISTERS AND DIFFUSERS; DUCT INSULATION; AND ALL FACTORY INSTALLED: SUCTION LINE ACCUMULATOR, 4-MAY 1550 RPM. CEILING SUPPLY- KRUEGER SH, FRAME 21 MALL SUPPLY REGISTER SIZE OTHER. ITEMS REQUIRED TO COMPLETE THE SYSTEM. ALL MOTORS INTERCHANGE REVERSING VALVE, EXPANSION VALVE, CRANKCASE GREENHECK CSP-27 EX-88 EXTRACTOR AT DUCT MOUNTING. I CFM SHALL HAVE EITHER INTEGRAL PROTECTION OR EXTERNAL MOTOR THERMOSTAT WITH AUTO RESET, START CONTROLS AND DEFROST ROSP FLAT ROOF DISCHARGE. STAPTERS. PROTECTION AND STARTERS BY MOTOR MFR. CONTROL, REFRIGERANT LINE FITTINGS FOR SWEAT CONNECTION, SITE EF-I RUNS CONTINUOUSLY. ="'T=-IPE Ail2 KF' JEi 2 wlE5 vN, r CEILING DIFFUSER SIIE/THROW EXTRACTOR C H R 1'.) GLASS, SHRADER FITTINGS ON VAPOR AND DISCHARGE LINES, gewoe CFM MICHAF 1 QUALITY ASSU@►ICI SHUT-OFF VALVE WITH GAUGE PORTS ON VAPOR AND LIQUID LINES, EXHAUST OR K,REUGER SERIES 20L. ALL WORK TO BE DONE TO UNIFORM MECHANICAL CODE, UNIFORM HI6H CAPACITY DRIER/STRAINER ON LIQUID 11NE.IN N ALLtAt4iT EF-2 RETURN MALL RETURN REGISTER SIZE UILO R E TC BUILDING CODE (LATEST EDITIONS), COMPLY WITH ALL LOCAL OTS TU�L, CEILING MOUNTED CABINET EXHAUST FAN, FORWARD CURVED FAN, CFM A RC H I T E C, TS CODES AND ORDINANCES, AND WITH 'LOW VELOCITY DUCT UNIT CAPACITIES CENTRIFUGAL FAN WHEEL. RESILIENT MOUNTED DIRECT DRIVE DAMPERS CONSTRUCTION STANDARDS' PUBLISHED BY S,M.A.C.N.A. HP-1 MOTOR/FAN. 1/2' FIBERGLASS CABINET INSULATION. INTEGRAL ADJUSTABLE VOLUME DAMPERS INTEGRAL WITH ALL AIR SUPPLY AND CEILING RETURN REGISTER SIZE 911 North Skid m ore, Studio 1 30'W BTUH TOTAL COOLING CAPACITY @ 95 DEGREES F/67 DEGREES ELECTRICAL DISCONNECT, 114 CFM @ 0.195P+ 0.5 AMP, 1/15 HP, RETURN OUTLETS, tLJ CFM Portlan4 Orec on j7217-3156 Telephone: 503/284.5955 IARIIITY F MB AMBIENT CONDITIONS; . 62. SHR @ 80 DEGREES INDOOR 1050 RPM, BUTTERFLY DAMPERS AT ALL BRANCH DUCT DIFFUSER RUNS, CONTRACTOR TO PROVIDE FULL WARRANTY ON MATERIALS AND CONDITIONS; (4O WATTS CONPRESSOR INPUT. GREENHECK SP-15. ADJUSTABLE EXTRACTORS AT ALL MAIN DUCT-MOUNTED SUPPLY INSULATED FLEXIBLE DUCT WORKMANSHIP FOP A PERIOD OF ONE YEAR AFTER FINAL COMPLETION 2q- i(Y)BTUH HEATING CAPACITY @ 25 DEGREES AMBIENT CONDITIONS; RDSP FLAT ROOF DISCHARGE. OUTLETS, CONSTRUCT IN ACCORDANCE WITH SMACNA DETAILS FOR OF PROJECT, n A WATTS COMPRESSOR INPUT. 240 CFM 0 s A BUTTERFLY TYPE DAMPRS. ��'' AIRFOIL TYPE TURNING VANE ELBOW LENNOX HP-16-511V EF-4 DURD-DYNE 3/8' AUADLINE MODEL KS-3B5L HARDWARE, SUBMITTALS HP-2 CEILING MOUNTED CABINET EXHAUST FAN. FORWARD CURVED FAN, FLOOR DIFFUSER SIZE FOR ALL ITEMS LISTED IN MECHANICAL EQUIPMENT SCHEDULE, 19,200 BTUH TOTAL COOLING CAPACITY @ 95 DEGREES F/67 DEGREES CENTRIFUGAL FAN WHEEL. HEAVY GAUGE STEEL CASING, INTERNALLY DUCTWORK ® CFM PPOVIDE 3 COPIES OF SUBMITTAL DATA TO ARCHITECT FOR F WB AMBIENT CONDITIONS; .077 SHR @ 80 DEGREES INDOOR ISOLATED, WITH SOUND TRAP, FULLY INSULATED . INTEGRAL SHEET METAL DUCTS PER UMC CHAPTER 10 AND SMACNA STANDARDS. APPROVAL PRIOR TO ORDER. ALTERNATE EQUIPMENT WILL BE CONL,IIONS; 1730 WATTS COMPRESSOR INPUT. ELECTRICAL DISCONNECT. AIRFOIL TURNING VANES AT ALL 90-DEGREE. ELBOWS, INSTALL DUCT SPLITTER DAMPER ' CONSIDERED FOP, USE WITH PROPER PREBID SUBMITTAL PROCEDURES. 13,200 BTUH HEATING CAPACITY @ 25 DEGREES AMBIENT CONDITIONS; PACE DD-250. LINER (JM LINACOUSTIC) AT RETURN AIR GRILLES TO 6-F1 1305 WATTS COMPRESSOR INPUT. 400 CFH OSA INTERLOCK FAN WITH FC-1. RELAY BY MECHANICAL. 24 VAC COIL, UPSTREAM. INSTALL DUCT LINER IN LOCATIONS INDICATED ON SUPPLY DUCT SECTION CLEARLY LABEL ON COVER SHEET OF SUBMITTALS ANY CHANGES FROM LENNOX HP-16-211V 120 VAC, IDA, SPST CONTACT. CONNECTION OF RELAY TO EXHAUST PLANS. 3' FC DUCT WRAP ON DUCTS IN UNINSULATED SPACES, (JM N SPECIFIED EQUIPMENT. FAILURE TO NOTE CHANGES, HOWEVFR HP-3 FAN POWER WIRING RESPONSIBILITY OF MECHANICAL CONTRACTOR. R-SERIES MICROLITE FSKL 3') ALUMINUM FOIL TAPE AS SPECIFIED RETURN DUCT SECTION MINOR, WILL BE GROUNDS FOR, REJECTION OF SUBMITTAL, T1,r-O BTUH TOTAL COOLING CAPACITY @ 95 DEGREES F/67 DEGREES FLAT ROOF DISCHARGE. 6ELOW. F MB AMBIENT CONDITIONS; .11 SHR @ 80 DEGREES INDOOR 0 THERMOSTAT Q CONDITIONS; 1130 WATTS CONPRESSOR INPUT. ELECTRIC HEATER 1' FIBERGLASS DUCTBOARD ACCEPTABLE ALTERNATE. co jtl?=BTUH HEATING CAPACITY @ 25 DEGREES AMBIENT CONDITIONS; CEILING MOUNTED FORCED AIR HEATER. TOTALLY ENCLOSED MOTOR AND ( .. RECORD DOCUMIITS IY)5 WATTS COMPRESSOR INPUT. 1 8 0 CFH 05A ELEMENTS. THERMAL. CUTOUT DISCONNECT ELEMENT, WALL THERMOSTAT. NOTE) ALL DUCT DIMENSIONS SHOWN ON DRAWINGS INDICATE 0 f 0 o PPo5E D B U\D E V A M PEf2 t` PROVIDE MATERIALS LIST AND SHOP DRAWINGS. MAINTAIN A RECORD LENNOX HP-16-V IV DOUBLE POLE DISCONNECT. UNOBSTRUCTED CLEAR DIMENSION FROM INSIDE FACE OF DUCT TO OF CHANGES MADE FROM LAYOUT AND MATERIALS. PROVIDE COMPLETE MARKEL SERIES 870. INSIDE FACE OF DUCT. ` j L' OPERATING AND MAINTENANCE MANUALS FOR ALL SYSTEMS AND FC-1,FC-2,FC-3 INDOOR FAN COIL UNITS ACCESSORIES: HONEYWELL 2E430 BUTYRATE PLASTIC THERMOSTAT N EQUIPMENT, PROVIDE COMPLETE DRAWING OF ANY CHANGES FROM HORIZONTAL CONFIGURATION, AIR SUPPLY UNITS MOUNTED IN TRUSS GUARD WITH LOCK. INSULATED FLEXIBLE DUCTWORK - NOMINAL 1' FIBERGLASS FLEX cz ORIGINAL DRAWINGS. SPACE ABOVE CEILING, WITH MATCHED HEAT PUMP COILS AND DUCT. SPIRAL MIRE REINFORCEMENT, VINYL OR POLYETHYLENE INNER S SUPPLEMENTAL ELECTRIC HEAT. 5115PEND Iv Atllc.SPAM LINER; VINYL, POLYETHYLENE OR FOIL OUTER JACKET. LENGTHS TO Q� SIG EQUIPMENT 1011TIPICITION PCF, OE' kk L . BE NOT LESS THAN 24T OR MORE THAN 44T. EXTEND ROUND METAL PERMANENTLY IDENTIFY PIPE AND EQUIPMENT, INCLUDING VALVES, HELIX WOUND, NICHROME BARE WIRE HEATING ELEMENTS WITH DUCTWORK TO ACCOMMODATE FLEXDUCT LENGTH REQUIREMENTS. a: C DAMPERS, ETC. PORCELAIN INSULATORS AND MOUNTED IN HEAVY GAUGE STEEL SUPPORT SECURE TO METAL COLLARS WITH NYLON STRAP, PANDUIT, OP, EQUAL. FRAME. HEAVY GAUGE STEEL CABINET, FULLY INSULATED WITH MANVILLE MICRO-AIRE J/FLX SL OR OWENS CORNING 1NL-125. 0 cz INSTIUCT101 INTERIOR LINING. UNIT EQUIPPED WITH FACTORY MOUNTED AND >` INSTRUCT THE OWNER'S PERSONNEL IN ALL ASPECTS OF OPERATION WIRED CIRCUIT BREAKERS, FACTORY INSTALLED AND WIRED THERMAL MECHANICAL CONTRACTOR TO CONFIRM SPACE REQUIREMENTS WITH .� AND MAINTENANCE OF EQUIPMENT AND SYSTEMS PROVIDED. SEQUENCER RELAY, 5KW INCREMENTS WITH TIME ^CLAY BETWEEN GENERAL CONTRACTOR AT BEGINNING OF WORK. NOTIFY ARCHITECT ELEMENTS. FACTORY INSTALLED 24 VOLT TRANSFORMER. OF ANY DUCTS LOWER THAN FINISHED CEILING HEIGHT PLUS 7.". cz AIR BILIICING VARIABLE SPEED, DIRECT DRIVE BLOWER, STATICALLY AND 0) DYNAMICALLY BALANCED. RESILIENTLY MOUNTED MOTOR. FURNISH WITH DUCT TAPE BALANCING BY MECHANICAL CONTRACTOR. ADJUSTED FLOW TO BE FILTER KIT FOR FIELD INSTALLATION ON RETURN SIDE. OF UNIT, DUCT TAPE TO BE ALUMINUM FOIL TYPE FOR ALL SUPPLY AND RETURN WITHIN 101 OF SPE)?PIED FLOW. ADJUST AND TABULATE ATR FLOW WITH FILTER FRAME, FIELD ATTACH HORIZONTAL HEAT PUMP COIL, DUCTS, FABRIC TAPES NOT ACCEPTABLE. NASHUA 323 OR EQUAL. �• AT ALL SUPPLY, EXHAUST, AND RETURN OPENINGS. ADJUST FAN HEAVY GAUGE GALVANIZED STEEL CABINET WITH REMOVABLE ACCESS SPEEDS AS REQUIRED TO DELIVER TOTAL VOLUME NOT LESS THAN PANELS, FACTORY INSTALLED CHECK AND EXPANSION VALVE KITS. EQUIPMENT CONNECTIONS 101% NOR MORE THAN 1101 OF SPECIFIED TOTAL. CHANGE DRIVE FLEXIBLE DUCT CONNECTOR AT ALL EQUIPMENT DUCT CONNECTIONS. PULLEYS AS REQUIRED. UNIT CAPACITIES DURO-DYNE METALFAB: DUROLON FABRIC AT EXTERIOR, DUROPRENE .�., ¢ I FC-1 FABRIC AT INTERIOR. MEASURE AND ADJUST MINIMUM OUTSIDE AIR QUANTITY AS 18) HP BLOWER MOTOR; 3 STEP, 1 PHASE, 3 ELEMENTS ELECTRIC z SPECIFIED. OBSERVE COMPLETE CONTROL OPERATIONS, COIL, 38,200 BTUH, 11,2 KM INPUT @ 208V. SPRING �.. THERMOSTAT-DAMPER CONTINUITY, ETC., AND REPORT ANY LENNOX E516Q3-15 BLOWER WITH �Pbl�a-�>IV ( COMBINATION ISOLATOR - HANGER TYPE `J CONFLICTS OR DISCREPANCIES TO ARCHITECT. CHECK FOR UNDUE FC-2 COMBINATION SPRING AND RUBBER-IN-SHEAR HANGER. RATED LOAD A5 DRAFTS, NOISE, AND VIBRATIONS. ELIMINATE ANY 1/3 HP BLOWER MOTOR; 1 STEP, I PHASE, 1 ELEMENT ELECTRIC REQUIRED FOR EQUIPMENT. 1.25' DEFLECTION. VIBRATION r UNSATISFACTORY CONDITIONS. COIL, 13,000 BTUH, 3.8 KW INPUT @ 208V. LE Q00K f t Ur Z'S ELIMINATOR COMPANY, MODEL SNRC2 v FC-3 (P`' w-2c.1I(__L. AFTER FINAL AIR FLOW ADJUSTMENTS, MARK BALANCING DAMPERS. 1/33 HP BLOWER MOTOR; 1 STEP, 1 PHASE, 1 ELEMENT ELECTRIC VERIFY FLOW THRU FLOW CONTROL DEVICES. RECORD NAMEPLATE, COIL, 13,000 BTUH, 3.8 KW INPUT @ 208V. DRIVE, AND OPERATING DATA FOR ALL HEATING AND COOLING LENNOX ES1ba-05 BLOWER WITH CPS16-2.(Q V COIL EQUIPMENT, ELECTRONIC HEAT PUMP THERMOSTAT FURNISH 3 COPIES OF ALL TESTING AND ADJUSTING DATA TO AUTO CHANGE-OVER, SET BACK THERMOSTAT FOR HEAT PUMP, WITH # ARCHITECT AT CONCLUSION OF BALANCING. TIME AND TEMPERATURE DISPLAY. SEVEN DAY PROGRAMMABLE WITH Im AZ CMO OVERRIDE SETTING, 2-STAGE HEATING, 1-STAGE COOLING. 9 VOLT BATTERY BACK-UP. � V SYSTEM SWITCH 'ON-AUTO-HEAT'. FAN SWITCH 'ON-AUTO-EMERG HEAT', W O FAN RUN CONTINUOUS DURING OCCUPIED PERIOD, ON DEMAND DURING ( j SET BACK PERIOD. PRO-STAT MODEL T5000. �J CONFIRM ALL VOLTAGE REQUIREMENTS WITH OWNER PRIOR TO ORDERING EQUIPMENT. SPECIFICATION CAPACITIES SIZED FOR 208V/1. `.G.,000 .F+ W O= J V CID I w D Lf)O • J 2 Q 00 M 41 4�VAc:, �GlFIc.ASIoNS, Sc,HEPULE5 M 6 * 1 i 1 � 9''u1 12/05/1988 88003 1 40 111111100111 =7 ".7 �Awmmft__ - F �1111f)Ill�rlr�tlr�t�r�r�r�tlt t�r�ilt�tit�MtltltJill tpillI i(t�tfi�rl,�rll�l�rrhr�tlt�tl tlt�t�r�rlt�nt'tIt�III�rIl�rlr�rlr�I;rll,r��,III,ISI,IIIII�rIlillr�rlr�rll�l,lllll�rl��lir�llr #.; -�„'--- 4 5 ® 7 8 9 1110 I ! I I NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN I THIS NOTICE, IT IS DUi TO ,HE QUALITY OF THE ORIGINAL ' DRAWING. �E dZ 02 Lt �t tiZ 1►t Ea Zt IZ ��L dt 91 LI 91 SI bI EI 81 11 OI 4 9 [ 9 S ti E :2114 Z I'M11 t iI . r+ttlulllnrrbwlnulnul�minnhn�urlrHt�rl�hrN6u�h�laal��t,>lrullnirl►wluulul�tn111uthNrluullul�T'rull�lllnFllult ut,hlt+�rtitltt1t�111111w>♦u1►111ulultltutltrltl1�1�1ulutllnulnulnrllaullml).w>�lu�tu�uu>♦wlluul11u111u�ug1►. 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VAI�h w } 1 90* eaw 911 North Skidmore, Studio 1 --- —_� 3Uai]IUSW I Portland Oregon 97217-3156 20x1 ',Put �- Telephone: 503/284-5955 tOKI « loaf (c'4-I w FC — ...... a '` 4 CONSTRUCTIONDUCTSTANDARDS lolls— I(exl45eLif i �.4 I(�x8 1 Il,x cq i., 8XI40 o I 111 11 lO+rl6 > ¢N (104/3 / I6xl9/4 FUM OFFIC$ loo _ISxf6/4 � � ltJ�iUI.ATED �I,�Clbl.� 17UGT1/`DW'C w Soo PANDUII CLAM? 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DOUGLG N f { H*C. f IP►NG TO U Nlf. :=�tKr4,�+s�t Lw ro '/"6mw, HANc'r�" PER SFEGlF1GAr1MG. all Aj 11 NAG D5(AILS Swore 56GrIoF I— Q if—Co 1 L SE Gf ION W11N �L�GIILIGI fHMEKVED RDD � © Wit-- xi i'oim Pee. PLAID, FLEX CONf.1•Kf /CONDEN6A.Tc PIPlw-" SEE —� / PLuM61AJCa PLA►J.flE DfAAl►A fo4etNE`I.41 -- _— --- D00?4 STEAM, 7ANDAp0 S FL CHAWEL, C' 3 4'1. 'fyP 50C 2 GIOES. C NAIJNtRL 115 SUPPo2T 5NT Ire- IDN Ir, 8ECOPJDA91 D2A1tA PANT IYt" uP 2D GA. 401.1 E1.TE ND 2' Bey0AID UN IT ON ALL !SIDES. S05peAJD WITH GAW• GFIAIAJ FQON CHANNEL. JPV MOf HANG, PAN FaDH EQPT. CAP. MET. 3 EQUIPMENT' SUSPENSION G•4-I " CO q�2D 12/05/1988 88003 :I 0 or:- 1.R , ' .._.:_.,.rte..,•.,_. r � .• :�'I'I`�'I'I'I'I'i'I'I'I'I'I'I'�'I'I'I'�'I'I'I'I'I'I'.1��lI��l1���tI���I�I���I���IIIIt�I�I�I�I rIIIII�I���Ill�lllll�l�lll�lll�i�)�I11�l�I�I�I�II tIIII,IItIIIIII rllllllllll�I,I IIiI�I�il��l� 2 _ 3 4 5 8 7 9 A 10 . 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