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11626 SW PACIFIC HIGHWAY-3 'i. 1r. fr 'x X f gal Cinemas Tiga-lid Cinema 11625 Pacific Highway JMGAL igard, CINEMA CONSTF7lJCTION DEPT. GENERAL NOTES LEGAL DESCRIPTION PROJECT DIRECTORY INDEX OE DRAWINGS I. The contractor Is responsible for veritkAti, td correlation of all Items and work necessary for 25. Not Used 5E 1/4 Sec. 36 T.1.5.,T.IA.,KM.: Tax Lot 500 completion of '.ne project a* Indicated by the . -1--act documents. 5hovid any questlon arise regarding OWNER REGAL CINEMAS AB�iI . the contract documents or olts conditions,the ntractor shall request Interpretation and clarification 26. LSypaum wallboard shall conform to A5TM C-36;Fire-rated 61043 to A5TM G-36m typo x. Install 1132 MIKE(Al-IPBEL.L DRIVE T51.0 r,.)VER SHEET from the Architect before begiming the projec.. The absence of such request shall signify that the water-resistant SAB In bathrooms anti areae subject to moisture expocrure. KNOXVILLE,lel 3'1918 contractor has tota:ly revlerrcd cid familiarized himself with all aspects of the project and has complote T52.0 Si'EGIFIGATIONS comprahenslon thereof. The Contractor shall be resp�nable for corlPormance to all safety regulations 27. Exit IllurnlnatIon and signage shall be provided per 5ectlon 1012 / lul3 and be provided with an ph.865.922.112 222 SW COLUMBIA ST I SUITE 1250 ALO DENV�,REFLECTED c:EILIN6,AND FLOOR PIAN *mer bac System. fax 865.'125.9"154 A2.0 INTERIOR ELEVATIONS,SECTIONS AND 5GHEDULES PORTLAND ORI 97201 during construction. 9°^ty �P ys CONTACT: HOE MALEK 2. The, contract drawings and speclf,catlorr represent the finished structure. Unless otherwise 28. All legal exits Indicated on plans shall be operable from the Inside without tie use of a key or 1503-223-8030 1 1503 223.8381 specifically noted,they do not Indicate the method of construct!on or construction loads. The contractor any speclal knowledge or effort and shall be labeled "tHl5 DOO'2 TO REMAIN UNLOCKED DURING RZ shall provide till methods and related equipment necessary to protect the structure,workmen and other BUSINC-55 HOURS' In block letters a rminlmum of I" high ARGHiTEGT MULVANNY62 ARGHITEG1-F Owe" and property Bring construction. The contractor stall,at his own expense,engage properly JERRY QUINN LFA,APGHI'I�GT I quallfled parson to determine where and how temporary preccus tlon ry meaures shall be used and 29. Panic hardwply w are shall comith UBC -standard No. iO-4. 222 5W COLUM50BIA STREET,_NJITE 12Mulvann;02.com I 1 Inspect same In the field. Anil material not as specified or Improper material Installation or workmanship shall be removed and replmiltc6 with specified material and executlon at the Contractor's expense. 30. All through penn»etratioIn I-hr. flrLN reeistive wall,floor,telling,and roof assemblies shall be fire PORTLAND,OR 9'1201 caulked as required and protected r&i through penetration fire stop* (Section "109.6). ph. �� 3 These plans,epecIflcattIons,engineering cid design work is intended solely for the project specified fax 50'T: L 838' PERMIT SET herein. Muivorl Architecture disclaft. all Iloolllty if these plans and speclftotlons or the design, 31. Fire resistive walls may have openings for steel electrical boxes not exceeding i5 square hOws CONTACT: lf.S LA5HER/ERICA CEDER i advice and Iratructlons attendant thereto are used on miy project or at any location other than the In area,provided the aggregate area of such openings is not more than 100 square inches for any Q project and location specified herein. 100 square feet of wall. Outlet boxes on opposite olds* of walls shall be separated by a horizontal 08-28-02 distance of at least 24"(Section 709.0. PERMITTIN6 CITY OF TI&ARD 4.ContraiAor shall be responsible for obtaining and paying for the costs of all permits and fees from AGENCY BUILDIN6 DEPARTMENT 14aa.orning agencies. 13125 SW HALL BLVD. 5. Contractor shall be responsible for verification of the size and location of all existing underground TI6ARD,OR 997223 and above ground utilities. Existing n :fifties shown have been obtained from available records and are ph. ' 509.639.4171 shown for convenience only The contractor shall be responsible for any gddltladditionalutility locations not fax 1,303598.1960 CODE S shorn. Gore should be taken to avoid danage or disturbance to axlsting Alllties. The contractor shall CONTACT: C'ARYL JONES be responsible for repairing any darmage to the utility. b. Contractor sholl verify all dimensions and conditions prior to any work and shall notify the architect of CONTRACTOR TO BL:--=MINED any discrepancy. Contractor shall be responsible for all repairs requir-ed due to failure to do so. BUILDING GIDE Act"1 USG w/ CRE60N AMENDMENTS 19418 ORE60N STRUCTURAL 5F'EGIAL7Y GORE 7. Contractor shall consult the drawings of ill trades for openings through slabs,Ovalle,c&Ilings,and roofs for ducts,pipes,conduit,cabinets,and equipment and sha!I verify the sizes and locations Wlth LOCAL JURI5DIGTION CODE - TI6ARD MUNICIPAL CODE subcontractors. 8. Contractor shall provide access panels as required by plumbing,air conditioning,and other trades HANDICAPPED GODS AOA Grid as required vy codes Including all shutoff valves. 9. Coordinate all c"tructlon wlth all subcontractors. MEC,r4ANIGAL GORE - 1498 IMG w/ORE6oN AMENDMENTS O. Do ncc scale dr00%logs. mitten dimeneions take precedence over scaled dimensions. 1999 OREFON MECHANICAL SPECIALTY GOD II. All materials and work to conform to the latest governing bulldhg codes and regulotlorte. 12 w . All flows In public areas shall have cm non-slip surfae corrpllace with local c dee. PLUMBING CODE - 199.1 UPC w/ORE60N AMENDMENTS 2000 ORE60N PLUMBING SPECIALTY CODE 13. Not Used 14. Dimensions of site conJitkuns are from 5u1^:•4 by others. The architect bears no responsibility for FIR" ! LIFE SAFETY GORE - - 199-7 'JFG 1998 ORE60N UFC f accuraicy of same. 15. Ail nights are dimensioned from the top of the slab unless noted otherwise. ELEGTFtIGAL GORE 1996 NATIONAL EL.EGTIZIGAL GORE , Ib. oily all rough-In dir ;�rn for equipment furnished and/or Installed by the contractor, 999 OREGON El EGTRIGAL SPECIALTY GORE subc.,ntractors,owner or others 17. Place no mains,piping,condult or obstructcem of any kind so as to impair given telling heights and ENERGY/ CA5 CODE STATE OF ORE60N ENM6Y CODE clearances. s 18. Strictly follow all requirements of the American* wlth Dlsabllltiss Act Acces*Iblllty buidellnes (ADAA6) d Chapter II, A-cesslblAy, Including_ the following: t-fEALTH / FOOD SERVICE ORE6oN DEPARTMENT OF A6RIGULTTJIll FOOD SAFETY DIVISION i a.Rest room slgnage shall be raised lotter,brolll character and pictorial symbol signs std shall be provided complying with section 1109.155. b.Hanciles,pulls, latches, locks,and plumbing fixtures shad hale lever or other shapes permitting wrist or arm pressure cperotlon with activation force no greater Lhan 5 pounds conforming to Section 1109.3. Door3 shall comply wlth Section 1004. 19. All door landings shall be no (ower than I/2' from doorway threshold (aluminum)and shall meet all requirements of Section 1004.9, 20.Provide fire extingulshars and cabinets as required bj the UnNcn-m Fire Code,section 10-1. Use "Larsern's" Model "MPG" IO lbs. Capatcltu UL Rating 3A-40B:G with "Lorsen's" cablrx3te or equivalent. CITY O.. TIGARD 21 Provide safety glazlall nhdorro located c.oser firm 18"to doom,and In ingress aid egress (ppm red fly A ._ ved r'�nditionallypproved.�.................. rsg h i I Or only the walk�i *scribed In: doors, and at al, storefront windows per Section 2406. PEH NO. bF �C.a -Cx: 22. Provide a minimum of six air charges per hour except in toilet rooms where a complete air change SA eft to: Follow.............. -s_ .... ...I I every 13 minutes is required. Such systems shall be vented to the outside air. refer to mechanical pians. ash.......... .. ..;..,,,I Jo r1d /La 23. Provide a vapor balYler with one-perm ratting Installed at the wam side (winter) In all exterior walls By yi ..� , Date _ aid cellings. - ' JEF.RY QUINN LEE,ARCHITECT 24. Corridor Interior Flnishos shall exceed the minlmLim flame soread classification of between 26 and 15 (Glass 11) Ali other Interior finishes shall exceed the minimum flame spread clossiflcatlon op between 16G C and 200 'G-!res Ili) per Sectlon 804 / table 6-A ! 6-3. �vlL ARc� 37.518 fA rx Jerry O Lee __1 e crABELLEVUE,WAO� ABBREVIATIONS LEGEND OF SYMBOLS VICINITY MAPS= k SCALPS N.T.S. o Muroennyo'AnMceeLue S All n9hle rover ed No pen of this nm,,nent may ba 4 AGOU5. AGOU5T ICAL EXP. EXPAN51ON M.H. MANHOLE 5.G. SOLID (,ORE epoeuced m a.'y norm or by any rnePm wdhoN ±. ��y` _` ...._...-...._. permission In wn,n9 from MulvennyGl A¢hdequre f ADJ ADJUSTABLE,ADJACENT EXT. EXTERIOR MIN MINIMUM SHT. 5Ht�' I �w ��m F.D. FLOOR DRAIN MISC. MISGELLANE(� SIM. SIMILAR I 0� �O� -!� DATE DESCRIPTION ALUM ALUMINUM NORTH ARROW .f-----DIMENSION INCANDESCENT e � sw Pima n a Sv't ANDD. ANODIZED FDN. FOUNDATION M.O. MASONRY OPENINS 5,LG. SUPPLIED I INSTALLED BY I - ``__-_._... ._ `•,� - - - p APPROX, APPROXIMATE FF FAGT,2RY FINISH M.K. M015TLRE RES15TANT CONTTZACTOR DOOR MARC LIGHT FIXTURESILA BD. BOARD FH5 FLAT READ SCREW MULL. MULLION S.I.O. SUPPLIED I INSTALLED BY OWNER NORTH -- -_ - FAC!OF MA60HRY MTD. MOUNTED S.I.V. SUPPLIED ! INSTALLED BY VENDOR ��- cone••nee• ��` IOR '�Te �ns q w Spruce St S,` l l - EYLP6. BUILDING FL. FLOOR ro xiC40M y MT6. MOUNTR 5.O.LG. SUPPLIED BY OWNER � *Vern � y � SLK. BLACK F.I.O. FLRN15HED t INSTALLED k5 4p O� .r``w BLK'G. BLOGKINb BY 0WNE1� N.I.G. NOT IN CnNrfj�r INSTALLED BY CONTRACTOR r sof �-{ nwlf�raten eruve> L� �i 14 WINDOW MARK I ,,,,,a„��,,N1 'S111v Thorn SI ,, l -- - - I F.R.P.P. FIBER R.EINFOIRZED PLASTIC NOM. NOMINAL SPEGb. SPECIFIED �9 �� 'LATH 3M, BEAM PANEL(51 N T.5. NOT TO SCALE 5Q. SQUARE DETAIL .t - BOT. BOTTOM 3 ---nerAL M"ICATON 12 WALL TYPE - Rr�DE ELEVATION BTW BETV'�N FT6. FOOTING 0A. OVERALL S.S. SERVICE SINK,SANITARY SEVER r - -- -- - ---- GB CATCH BASIN GA. 6A1J6E O.G. ON CENTER, 55T STAINLESS STEEL. � '�M Olt Fill ORAM ® �opt�`�` � _C1.1. CAST T IRCJN bALV. 6ALVANI7ED O.H, OVERHEAD STD. STANDARii -8. _-�remVRAM ��3��_[x1sT1Nd � FLUORESCENT a j GA5 f l 6.1. 6ALVANIZED IRON OP'6. OPENIN6 5TL. 5TTEL ROOM MARK p LIGHT FIXTURES ® FLYMM fir I G.LP. CAST IN PLACE - GL. CENTER LINE, CLEAR, h'sLP GYPSUM LATH i PLASTER OPP. OPPOSITE 511F11GT. 51TQL1G'Tl1RE,STRUCTURAL WALL. SECTION �t t�1°pO11 tn�++r �� 6 ? GL6. CEILING 6W8 6YP5UM WALLBOARD, PTN. PARTITION SUSP. SUSPENDED 3 ----morns to 901111Cfit" L4 J-- N,rsoe �� ® �n" I'Lllil1 �D it noN -- -- - CK CONCRETE MA50NRY UNIT 6019.1M BOARD PERP. PEUTZI(;JLAR SYS. SYSTEM -7• - REVISION carrid,vnoH � / Pfaff 1P .�� 4A -- ----�"- SIPPLY txFl < r DOL. COLUMN H.B. H05E BIBB PL. PLATE,F'F'f)PEfQTY UNE T TREAD,TOP -SWT VOW°A`� x+vteaer win+ ® � , -I GONG. CONCRETE H.G. HANDICAPPED PLA5 LAM PLASTIC LAMINATE TIB TOP I BOTTOM �� _ - - - -- - - - - -- - - - - _ rxa+�sT ae l Vow l�ee% CONT C-ONTIN0005 H.f' HOLLOW METAL PLYAI . PLYWOOD TEL. TELEPHONE BUILDING SECTION \ FnaFerrr LIM � �"1O1 1115111l ¢�^'"r .y GONSTR. CONSTRUCTION HORIZ. HORIZONTAL P 86. PL.UMBINC Tom'• TEMPERED A COLUMN GRID - - - - � naooaoctvw r '� 'I 02-2060 GONER -ptrNL lneSln=�na+ Y Y � A t la n to CONTRACTOR HT. HEI6HT PNL. PANEL,FANELING Fere O `� ,D 1 716 TONGUE / bROOVE G.T. CERAMIC TILE HTR. HEATER PR. PAIR T.6, TEMPERED GLASS -3. _�� --„ --,t-»- --lF--~--r -»- l(; MNOW n+ooD _' Lam-5 PM: LES LASHER DCT Sieh 1 I _... , 08-02-02 ------ INSUL. INSULATION PROJ. PRO.IEGT TYR TYPICAL. �-� 05P e'lon�°tt°a'°R ® � (� [� 5 .� ,� � DRAWN: ELC DBL VTLDET�A LE Jr1JT5. JOINT,JOINTS PRV PRE5SIIRL' F'IDUCIN6 UTIL. UTILITY - --._..____OA �.� �� ncN.Tun t h � ' D.F. DRINKING F=Ol1NTAIN L. LONG,LENGTH VAL'✓E UBG. UNIFORM BUI�DINb GODS - 0.5. DOWN.POUT LAM. LAMINATt,LAMIR4TED PT. POINT U.N.O. UNLESS NOI�D OTHERWISE ELEVATION T� �+ DRW6 DRAWING L.F. LINEAR FOOT, LINEAL FOOT Q.T QUARRi -IL•E V.G.T. VINYL COMPOSITION TILE 3 -MAILMinFicoh" 0 snansyeirc;� ® N � 1 � �� 4G � n TITLE LE SHEET EA. LIQ. LIQUIP QTR. Ql1AR7D VERT. VERTICAL -ew*nw ® ALL~ ._A. EACH -SMEs rsru� 50'-0" rarK c VwL � �� IDO V1111111ee i�w � 3 � � t E.F.S. EXTERIOR FIN15H SYSTEM L'WT, Li6HT WEIGHT R RADIO- W/ VVITV let PL e9e D�mM ronin Cliffs. "'~ I r + �'� Pacific Hwv,11626 E.I.F. Ex7MIOR INSULATION I HAS. MASONRY RD. ROOF 1:AIN W/0 WITHOVT FINISH SYSTEM MAX. MAXIMUM R.L. RAIN Lf'. f)ER M. WOOL 20Q2 Nb DQ ue�t.aa m, I r ; 0 2002 Nau�iatb n Tech no lw is BUP2002-00367 of 8 ELF'✓ ELEVATOR EVATOR M.B.S. METAI- BUILDING SUPPLIER RECV. REGEWL) I"I WINDOW ELEG. ELL-GTRICAL MECH. MECHANICAL REF. 4EFR16ERgTOR w.P. WATER RE OF AUG 2 8 2001 TS1 . 0 ENGL ENCLOSURE MEZZ. MEZZANINE REINF. l'EINFOR,;ING W.R. WATER RE515TANT EQ. EQUAL MEL. METAL RE6 D. ROUG-RED WT T �u1L up I PJAS D EXH [xHAUST MFG. MANUFAGTU21N6 R.O. ROUGH OF'BVIN6 WYd.M. WELDED INURE MESH EXIT EXISTING HIM. MANUFACTURER SOW-0. SCHEDULE W.W.F. WELDED WIRE FABRIC .�_,.,...,....,... .,. _,. r,u.,,.a.....s......•..�,w.qtr....ewr..rr......w..,".......,..........o.r .. - _. ._ .nw.rw......n,.,r�,w•.wr.----,.__,,.,.,........ ,.."...wr.,...,.,.r.�,..M....w..sw...u................r......,.........,.-,.....r......,..-._........�___..... ....,..M.,.........___•___._.._. ..._..,.. , • y. NOTICE: IF THE PRINT OR TYPE ONANY 11t ill III 111 Ili III I I;i11 III III I t Ili r11 ►lT FIT rCTlllr 111 I 1111 Ill 111 III III III Ill I 1 III III 111 I I III ill III 1111 Ill III I I Ill Irl Ili I I III Ill 11 I I �f A l i I � I � I l l i�I l e l l i l l �I I S I sI I � I I S I I S I I � I � I � �� foo IMAGE IS NOT AC CLEAR AS THIS NOTICE, �_�- _��_ _L_.. _. ___4.L -_-L -___1- • _!Erol -_�L_-.-�____�_I_ J IT IS DUE TO THS QUALITY OF THE _ _ _ _ _ _ _ _ _ _ _ _ _ _ N.,N ORIGINAL DOCUMENT B �t 8G I LL A��6 i 6 �f6 �8 �S TG 8 8i- B�I �GT -i 1 �91 tT�t 6i Ei it I t 8 L 9 IIII IIII�IIIIIIIII�IIII IIIIlIIII IIII�IIIIIIIIIIIIII Ill�lllllllll�lllllllll II11 Ii ll�llll IIII�IHI IIII�NII IIII�IIIIIIIII�IIIIIIIII�IIII lIILIlillllll�lllllllll IIII IIII�IIII IIII�►III lillllll�►�I�111� 11111111 lllllitii�lllllllllllll1111llllllllWillllillliillill111ll�11�1f1�111 3;. .I n r. .- �.f'I li: : ' . �I q;; ,J:, �' A c; t! yp SPECIFICATIONS Lt i IJN 01010-SUMMARY OF THE WORK 2 Within a reasonable time after receipt of the 2 STEEL FRAMING FC R NONBEARING WALLS AND PARTITIONS Provide steel SECTION 06220-MILLWORK 3 ORDER OF APPLICATION Ceilings first E PRODUCTS: Contractors notice claimin Substantial Completion,the framin members com I in with ASTM A 653.G 40 hot-di alvanized prolective coatin 4 BOARD CONTACT. Apply so edges touch. Do not force fit 1. MATERIALS: Class I A)Interior Finish.Wall and/or cetlln anels 9 9 PY 9 P9 9 ( 9P A SCCPE: The Work,as defined in the General Conditions and Owner will make an inspection of the Work to determine a 3leel Studs and Runners. ASTM C 645,with flange edges of studs bent back 90 degrees A MINIMUM COMPLIANCE STANDARDS: 'Quality Standards of the 5 END JOINTS Must occur over supports Maximum gap is shall be KEMLITE fire-X Glasbord with Surfaseal fiberglass reinforced de"Iced in the Contract Documents is summarized as follows. the state of completion and will prepare a punch-list of and doubled over to form 3116"wide minimum lip,a minimum thickness of 26 guage(0 018"). Architectural Woodwork Industry"(AWI). 114 inch plastic panels as manufactured by KEMLITE COMPANY,Joliet,Illinois, items requiring completion or co rection and a depth of 3 5/8"unless otherwise Indicated 6 STAGGERED JOINTS Required for partitions and ceilings Tenant irnprovement of the existing l igard Cinema including 3. If during the course of his inspection the Owner b. Fumng Brackets: Serrated-arm type,adjustable,fabricated from coosion-resistant steel B, PLASTIC LAMINATE: Submit full range of colors.pattems. so cod joints do not align;n any way. U S.A Phone finish,t 3 kness or color to be 00.Fax 1d 09'67.8866 remodeling the concessions area and re lacing the floor finishes in determines that the Wort:is not substantially complete sheet complying with ASTM C 645,minimum thickness of base(uncoated)metal of 21 gauge textures,and finishes of plastic laminate available for 7 ATTACHMENT: a Wall Panels finish,thickness and color to be Embossed 09'(2 3mm) p , he will discontinue the Ins eclion and noti the u 0329'),des! ned for screw attachment to steel studs and steel rf id fumn channels selection. Use horizontal rade c icall Vertical rade a. EDGE LOCAL TON At least 3/8 inch from board edges Ftre-X on Bar rd wrth Surfaseal calor While t to lobby. All mechanical and electrical work will 1x3 c esign/build. Contractor that the Work does not comply with the c(Fasteners for Metal Framing. Provide fasteners of type,material,ssize,co osion resistance, ,,lay be used for cabinet interiors and vertical surfaces of b EDGE SPACING: 8 inches for walls,7 inches for b.x ruder Bars.Edge and Corner Trim Panel manufact'urer's )ointsaJ!sngth requirements for Substantial Completion. holding power,and other properties required to fasten steel framing and tumng members cabinets Use balance sheet as required by AWI Cores shall ceiling. extnided vinyl pieces;longest length possible to ehmL lata end jams B RELATED WORK PROVIDED BY THE OWNER Refer to drawings 4 Immediately upon receipt of notice that the Work is nut securely to substrates involved,complying with the recommendations of gypsum board be 314 inch PS-1-83 BD Exposure 1 plywood and edges shall be c. FIELD SPACING: 12 inches on center,double screw2 c Fasteners Non-corrosive drive rivals. substantially complete,the Contractor shall correct the manufacturers for applications indicated self-edge unless specified otherwise. inches from first scow 2 ADHESIVE Non-flammable,waterproof constriction adhesive compatible C. CONTRACTORS USE OF PF._dISES deficiencies and send a second written notice to the 3 FRAMING ACCESSORIES: Fabricate steel-framing accessories of the same malarial and finish 1 'Nevarri Exxon Chemical Cc d FIRE RATED BOARD: Refer to manufacturer's with high-moisture conditions,Komlite adhesive No,265,or approved equal, 1 Contractor shall limit his use of the premise;for Work and for storage to Owner as specified above. used for framing members.with a minimum yield strength of 33.000 psi Provide accessories of literature. 3 JOINT SEALANT Keml!te 255 Silicone Sealant(or equal silicone sealant allow for 5 When the Uwner deterrnines that the Work meets the manufacturers standard thickness and configuration,unless otherwise indicated,as follows C SOLID STUCK: by Dow)for food preparation,storage and processing areas,and janitor a.Work by other Contractors requirements of Substantial Completion,the Owner will a Supplementary framing 1 MOISTURE CONTENT 8%-13%at time of installation F TRIM Provide tem where board abuts other material,where rooms. All joints shall be sealed where high moisture and steam cleaning shown,and where needed to cover exposed ends of board. b Owner Occupancy prepare a Certificate of Substantial Completion,AIA b. Bracing.bridging,and solid blocking. 2 NATURAL FINISH HARDWOOD: Comply with AWI"Premium' occurs Food preparation,sterago and processing are areas that will be nigh c.Public Use. Document G704. c. Stud kickers and gins Grade shown floated flange design,except where exposed type Is moisture and steam cleaned. 2.Confine operations at site to areas permitted by law ordinances,permits and 6 The Contractor shall prepare and submit to the Owner a 4 ANCHORS.CUPS AND FASTENERS, 3 PAINT GRADE HARDWOOD: Any specie: ,ithout coarse grain. shown Contract Documents list of items to be completed or corrected within the a Steel Shapes and Clips: ASTM A36,zinc coated by the hot-dip process per ASTM A 123. F FR�PARATION AND INSTALLATION Install poi manufacturer's pr nted nstructions time limits established in the Certificate of Substantial G JOINT FINISHING: Float oat and sand to make joint invisible I ExarrIne backup surface to date•mine that comers are plumb and straight, 3 Contractor shall confine construction operations including storage of b Expansion Anchors Fabricated from corrosion-resistant materials,with npabilit I toUn r D SOFTWOOD PL YW00D PS-1-83 when painted with untextured paint typically and tape aril sulauas are smooth,undorrn,dean and fres fmm foreign matter,rads are CGAL materials and a ui men!to within the sta in area established b the Owner Completion sustain,without failure,a load equal to 5 times the design load.as determ ed y e g pe 1 EXPOSED Medium Density Overlay(MDO) fill without sandin lit concealed locations q p 9 9 y 7 The Owner will review and amend the list of items to be ASTM E 488 conducted by a qualifieu independent testing agency 2. SEMI-EXPOSED Grade B 9 coantersunk,joints and cracks filled flush and smooth with the adjoining Use of Owners property outside staging area will not be permitted except completed or corrected and append the completed list to c. Mechanical Fasteners. Corrosion-resistant coaled,self-dnllfng,self-threading steel drill 3 CONCEALED Grade D. solace under unusual circumstances for limited pends of time as approted by Owner It.A Certificate of Substantial Completion H WORKMANSHIP TOLERANCES �� Coordinate with work of subcontractors screws,with low profile head beneath sheathing and manufacturers standard elsewhere 2.Do no n installation until backu surfaces are lit into saUsfado E MATERIAL THICKNESSES The followin thicknesses shall a I 1. VISUAL: Any nick:,bumps,oil of level,or out c plumb l p ry 9 PP y areas delectable b the naked e e must be corrected. condition Remove nuyh spots,fill low spots. _ 4 Maintaiin clear access to project at all times for fire fighting equipment,and B MANIIALb,INSTRUCTIONS ANO KEYS C INSTALLATION except when shown thicker on the Drawings. y Y 1 The Contradc•shall assemble and deliver to the Owner 2 WALLS Maximum n�viatwn from vertical is 318 incl±. 3 Du all cutting with carbide Upped saw blades or dell bits,or cut with snips. CONSTRUCTION DEP r� delivery of materials. 1 STEEL FRAMING INSTALLATION STANDARD Install steel framing to comply witn 1 BOTTOMS,ENDS,DIVISIONS: 314 inch thick 5.Contractor shall make arrangements with city and county agencies for use of printed of typewnl:vn op6rating,servicing,maintenance. ASTM C 754 and with ASTM C 840 requirements that apply to framing 2 FACE PLATES: Equal to door thickness with 314 inch 3 CORNS IN BMaxim. 118 in 24 inch maximum 4 Panel Fitting: 1 he first panel installed shall be set True wrth a plumb line. and cleaning Instrucumns and part:fists fur all items 4 CORNERS. Maximum out of square 3116 inch In 16 inches. Both vertical and horizontal Imes should be used to assure atrgnmemt Position 4 public property,or construction purposes and pay all fees required for such installation minimum of equipment provided as p ,of the Contract. Include 3 WEB FRAMES: 314 inch minimum panes for 114'minimum gap at ceding and floor jurubons Allow larger gap use, a install supplementary naming,blocking,and bracing at terminations in 6.Do not load sbucture new or existing,wdh weight that will endanger names and addresses of local representatives of each unit of rnes and a Index manuals remaining items of gypsum board assemblies in support fixtures,equipment services,heavy 4 BACKS AND DRAWER BOTTOMS 114 inch plywood,over 24 for pi,iels longer than 8'-O" Between panels and d vision oar moldings,allow swcture. inches wide require center bottom support. Limit backs SECTION 09310 CER,AMI%TILE 118'muumum gap for norrnal expansion and onlracuon. Provide 116" different equipment. thin,grab bars,toilet accessories,furnishings,or similar construclnn with braces to 12 square feet minimum yap around pipes,electrical fittings and other projections. Pre-fit 2 Provide two copies of each required manual including Comply with details indicated and with recommendations of gypsum board 5 DRAWER FRONTS: 314 inch. A MINIMUM COMPLIANCE STANDARDS Fumish ceramic Tile each panel before fastening in place. Use re.bide-Upped power saw or swivel D.PARTIAL OWNER OCCUPANCY Mechanical and Electrical portions of the Work manufacturer or if none available,with United Stales Gypsum Co's 6 DRAWER BACKS AND SIDES 112 inch. conforming with the standard grade requirements of TCA 1371 head shear to cul panels. 1 The Owner reserves the right of partial occupancy or use of facilities, 3 The Contractor shall provide services of skilled and G' sum Construction Handbook' / SHELVES Unsu orted,ex sed shelves 314 Inch Ihic+k to Provide a Master Grade Cemficate signed by Ute Contractor services,and utilities, nor to Substantial Completion.without im i competent supervisory personnel to instruct the Owner's of PP 5 Apply adhesive wren temperature is between ructio F Area shall be well p ply ng 36 inches and 1 inch minimum l0 42 inches. and manufacturer for each type of Gle.certifying the grade com letion or acce tance of an ail of the Pro ect personnel in the.operation and maintenance of all b Isolate steel framing from building slrudure at locations indicated to ve To pari Follow ave be rlurene nastier instructions 8 DASES: Desirn to s ace 3 inches dee x 4 inches hi h x type and quantity of tile.as wallas identification P P Y P I o eratin a uipmenl and s stems rowded as art of the prevent transler of loading imposed by structural movement ' p P 9 information for each container of ceramic tile. Provide a To pamc!s that have be pre fifted,spread adhesive over entire back of panel 2 Prior to such occupancy or use,procedures as outlined in Section 01700, p 9 q y p P 112 inch deep recessed base across exposed ends Centred Closeout"will be adhered to. Contract c Where building structure abuts ceiling perimeter or penetrates ceiling. 9 DOORS 314 inch minimum thickness,except when;shown materials obtained from a single source.for e�_h type of toe using notched trowel,covering entire panel. See installation guide. Do not 4 Upon completion of the Work,the Contractor shall deliver d. Where partition framing and wall fumng abut structure,except at floor, greater on the Drawings and color so as to minimize vat ations in appearance and skimp on adWsive 3 The Contractor ,hall provide access to the building for the Owners all keys,including master keys and any special keys,and e, Install deflection track lop runner to attain lateral support and avoid axial quairy b Before adhesive skins over,set panel into position and press against wall personnel plus provide the correct operation of the healing,ventilation,and air two copies of the keying schedule to the Owner,and shall loading F CABINET F!ARDWARE Prepare the mill ,rx for the inS13llation Side brace until adhesive is completely cured conditioning,and electrical system Provide for the correct operation of the assist the Owner in deactivation of construction keyed f Attach jamb studs al openings to tracks using manufacturer's standard of the hardware B MATERIALS c.Remove any adhesive or excessive sealant from panel face using solvent i elevator system for the Owner's use locks used in the Project. stud dip 1 WALL TILE shall be of standard grade and quality ceramic or cleaner recommended by panel manufacturer. 222 SW COLUMBIA ST I SUITE 1250 4 The Contractor shall also permit the Owner to place and nstall,or td have C RELEASE OF LIENS G, INSTALLATION: Place level,plumb,and at right angles to mosaic as manufactured by 6 Fastening Alternate for Factory Mutual compliance-use mechanical other Contractors lace and install.as much equipment durin the ress of ad acent work. Where field cuttin or trimmin is nocessa, Dal Tile POR1l.AND,OR 1 97201 P 9 Pro9 1 The Contractor shall deliver to the Owner a blanket 2 'NSTALLING STEEL FRAMING FUR SUSPENDED AND FURRED CEILINGS. ! 9 9 'Y� fasteners per manufacturers installation guide. the Work as is possible before the final acceptance of the various parts of the release of liens covering all Work performed under this perform in a neat,accurate,professional manner without Tile shall conform to requirements of ANSI 137.1 and - Suspendceiling Hangers nom building structural members and as follows. 7 Division Bars.Edge and Comer Trim Use Joint Sealant in all moldings and t 503.223.8030 f Work.and shall coordinate such placing and i;,stallabon of the equipment,so Contract including that of Subcontractors, damaging Vie products and adjacent work Attach securely sc Shall be furnished in size and color shown on the finish I 503.223 8381 a Install hangers plumb and free from contact with insulation or other objects rhe roducts will rform to lhei,maximum abdi without schedule. Supply tile from other manufacturers if shown around penal edges,fasteners and fixtu as where panels aro installed in that rt does not In any way whatever interfere with the progress of fhe Work or Subcontractors.vendors,and other suppliers of P Pe ty within ceiling plenum that are not part of supporting structural or ceiling da,m6'9 resuftin from road date fastenin s on the finish schedule, areas used for preparation of food produris any portion of R matenais and labor Execute the release of liens on s 9 e9 9 5 The Contractor shall coordinate the phasino of nae project with ilia Owner to Documents similar to AIA Document G706"Contractor's Suspension systerm Splay hangers only where required to miss obstruc,,ons and 2 ORGANIC TILE ADHESIVE(FOR WALLS) Comply with ANSI A ailow for operation of the facilities Affidavit of Payment of Duntors and Claims"and AIA offset resulting horizontal forces by bracing,counter-splaying,or other equally H TYPI',AL CABINETS. AWI"Custom'grade with plastic laminate mann Provide primer-sealer as recommended by adhesive Document G706A"Contractor's Affidavit of Release of effective means tops and exposed surfaces, Semi-exposed surfaces shall be manufacturer. MulvannyG2.com ' 6 All conswaion shall occur after the Owners regular business Hours lastic laminate exce 1 drawer shells shall be wood. 3 GROUT FOR PORCELAIN TILE Refer to Finish Schedule. SECTION 09900-PAINTING Uens' h Where width of ducts and other consP.,�•Uoii within ceding plenum orpduces p p 4 FLOOR TILE, Furnish qle which conforms to Coordinate acceptable construction hours with Ire Owner 2 The forms shall be executed by the authored officer-end hanger spacing that interfere with the location of hangers required to support A WARRANTY Warrant the Work specified herein for one year f notarized. All required attachments shall be included as requirements of ANSI 137 1, Refer to the finish schedule a,ainst becomin mserviceable or causin an ob ectionable standard suspension system members install supplemental suspension q 0 9 ' PERMIT SET E PROTECTION REQUIREMENTS FOR EXISTING CONSTRUCTION Holed on AIA Document G706, If exce frons are listed in far manufacturers,types,and sizes. p members and Hangers in form of trapezes or equivalent devices, Size appearance resulting from either defective or nonconforming 1 Protect the axisting building nom wind.storms.cold heat.water,and dust either AIA Document 6706 or Document G706A,the SECTION 07920•SEALANT AND CAULKING materials and workmanship. Detects shall include,but not be ,, � supplemental suspension members and hangers to supper ceding!Dads within C INSTALLATION dams of an sort Provide all ui ment and enclosures to maintain this Convactor shall fum-c bond satisfactory to the Owner limited to the following, a y p for each exception. performance limits established by referenced standards. A WARRANTY Warrant the Work specified herein for 2 years 1. Lay out tile lire k using field file and trim shapes as i Noticeable discoloration,stroaking,blooming,darkening, 0 8�2 8-02 protection and keep the build ng iota~or free of water and dust during the life of the Contrail. 3 No final parr„ant will be msec by aha Owner f.a trio c Secure came hangers by looping and wire-tying,either directly to structures or against becoming unserviceable or dousing an objectionable shown. Extend file work into reuses and under or fading. Contractor unlit all release of Bels have beer delivered to inserts,eye screws.or other dev ces and fasteners that are secure and appearance resulting f.c m either defective or non conforming equipment in spaces shown or scheduled to receive tis. 2. Mildewing. 2 Provide all shoring and bracing required to maintain the integrity and the to the Owner appropriate for substrate.and in a manner that cacti not cause them to deteriorate materials and workmail:,hip. Accurately form intersections and returns. Carefully 3 Peeling,cmcring,blistering,alligatonng,or releasing safety of the existing structure and for the proper execution of the Work 1 D6loain shall induce,but not lie limited er. i and cut edges of tits abutting trim,finish,dr built• from the substrate. or otherwise lad a Staining from abutting materials or filler. n items for straight aligrmad joints. Fit file closely 3 Exercise the utmost dare ro protect all existing utility lines from damage d Secure Flat,angle and rod hangers to slmicture,including intermediate framing 4 Chalking or dusting excessively. dunn the pro ress of the Work b. Migrating,bleeding into,or staining abutting to cl�cincal outlets,piping and fixtures so that 5. Chan in sheen in irre ular fashion. 9 9 D. GUAI ANTEES,BONDS AND INSPECTION CERTIFICATES. members,b attachin ,o inserts,e e screw. or other devices and fasteners that 9 9 9 Y 9 y materials. plates,collars,or covers overlap tits 6 Softenin pr becomin lade 4.Provide and erect before any worse begins,and maintain during the progress 1 The Conlractor shall have guarantees upon materials and are secure and appropriate for structure as well as for type of hanger involved, c. Unsightly surface deformation by causes other than 2. Grout in accordance with manufacturers recommendations 9 9 y of the Work.ail necessary fences ware mg signals,signs and lights Extent of workmanship as required by Article 13 of the A!A General and in a manner that will not cause them to deteriorate or otherwise fail movement and applicable ANSI standards. this work and details of construction shalt be in accordance with II a Conditions and special guarantees and bonds required by e,Do not attach hangers to steel deck tabs. d Excessive color change,chalking,or dust pick-up D SUBMITTALS Submit full range of calors.pattems textures. requirements of all stale and local c-les the Contract Documents executed in the Owners name e. Failin adhesive! or cohesive! D TILE DE i .!'S' and finishes available for selection including the following: 2 Prior to makin application for final a ment,the f Do not attach har,Iers to steel roof deck Attach hangers to structural 9 y o Y 1 COLOR CHIPS Provide complete set of color chips for Any portion of the existing budding or existing utlity service not included as 9 p y f Hardenino to more than 25/o over slated hardness 1 EDGES: Tyoicaliy eased edges where exposed. Use part of this Contact or any portion of the Work d imaged because of failure L, Contractor shall bonoct and assemble all required Do not c Z Warrant that sealant exposed to wind loads will resist bullnose only v;kere shown color selection. f guarantees and land,,and deliver them to aha Owner. g.Do not conned or suspend steel framing from ducts,pipes,or conduit. the deli n wind load of the total build!n code with 2 INTERNAL VERTICAL CORNERS AND CEILING WALL JOINT: 2 SMALL MPLIED SAMPLES: Provide pieces u actual material provide the protection required shall be removed and replaced with new 3. The Contractor shall collect and assemble all re uireA 9 9 on which paint will occur,with minimum dry and thickness materials and construction at the Contractors ex nse. This woi k shall be q h Sway-brace suspended steel framing wit` angers used for suppo t. maximum stress factor on the sealant of 20 psi with a Square. Pa certificates of inspection,tasting,and approval.antl of specified paint. accomplished subject to the Architect's and Owner's approval. deliver them to the Owner i %islall suspended steel framing components in sizes and a1 spacing safety factor of 6 to 1. 3 COVE BASE: Match floor tile except where shown 3. SHEEN SAMPLES. Provide full range of varying sheens when indicated but not less than that required by the referenced steel framing otherwise E WARRANTIES: installation standard Wire Hangers: 48 inches o,c,Carrying Channels B. PRODUCT DATA: Submit schedules,charts,literature,and 4. COLOR: As selected by Architect and approved by the sheens are controllable a intermixing. illustrations to indicate the performance,fabrication Uwner. 4. MATERIAL LISTS: Give the manufacturers name,product Sr,,IION 01018-OWNER PROVIDED DOCUMENTS 1 Fumish written Warranties to the Owner including (Main Runners) e.8 inches o c,ane Fumng Channels(Fumng Members)' name,number,and generic description of each proposed specific items in each roduct Narrant sti ulated in the 24 inches u.c, procedures,product var.ations,and accessories. product and its use. Provide product data sheets if so P Y P E. EXPANSION JOINTS Substitute sealant for grout where A COPIES OF CONTRACT DOCUMENTS The Owner will supply to this individual sections. .Installation Tolerances: Install steel framin com nents for sus ended requested. Contractor,u to 10 sets of Contract Documents.free of 2 Secure,and transmit re uired Ins eclion Certificates. j 9 p C. EXTERIOR bok co T AND SEALANT FOR MOVING JOINTS: Curing movement may be expected. Provide sealant at the following P q P ceilings sit that cross•furring or grid suspension members are level to within 1IA type.two part bl,ik comfounds conforrning to F.S.TTS- locations: charge,for construction purposes Additional copies w;;l be 3 Repair or replace damaged portions of the constuction, inch in 12 feet as measured both lengthwise on each member and tran3versely 00227E(3),or ore part conforming to F.S TT-S-001543A 1 Expansion joints and control jo;nts. C COLORS: Refer to Finish Schedule available to the Contractor if he pays the cost of under Warranty,when damages result from faulty materials between parallel members. Provide compounds that cure or polymerize by solvent release. 2 Against door frames and similar items reproduction or negligent workmanship. , D PREPARATORY WORK k Wtre•bis or clip fumng members to main runners and to other structural moisture absorption,or catalyst . Around wall penetrations 1 PROTECTION WORK Arran a rocadures and devices to 4 Woman.that modifications or substitutions suggestetl by 9 P su rts as indicated 1 APPROVED BASIC INGREDIENTS: ''olysulfide,silicone, r B COPIES OF SUPPLEMENTARY CONTRACT DOCUMENTS The following the Contractor will give satisfactory results,and aha; PPo F LAYOUT p otect other Work from disfigurement and physical I I.Grid Sus ension S stem. Attach rimeter wall track or an le w-ere rid polyurethane,dr polytremdyne terpoh mer. dams a Re air or re lace materials dams as a result Owner provided documents are hereby designated as they will be equal or superior to the specfied dem or P Y Pe 9 y 2. NON•ACCEPTABLE I_irsoed oil a other oil base caulks. 1 CENTER PATTERNS Arrange layout so no t;le is smaller 9 p p j :,:p,^.!c;,nantary Contract Documents. The Architect does not method unless shortcomings are specfically listed in the suspension system meets vertical surfaces. Mechanically join main beam and of the Wotk of this Section. asphaltic,or coal-tar types. Acrylic.hypalon and han half size,except when controlled by other areas 2 STEEL AND IRON: P.emove cease.oil,and dust and touch- '= guarantee their contents as to accuracy,completeness,or request for modification or substitution. cross-furring members to each other and butt-cut to fit into wall track Avoid narrow slivers of tile. 9 f suitabilil butyl base types up chipped and abraded places on items that have been Casework Drawl s F FINAL COhIPLETION 3 SOLIDS 96 k minimum by volume. 2 JOINT PATTERN: Align joints in tolh directions when n9 3 NSTALLING STEEL FRAMING FOR WALLS AND PARTITIONS 4 CURED HARDNESS (Shore A durometer Maximum of 30 square or rectan ular the is used La parallel In shop primed,using same type df primer. t When tha'Nork has been a ample' d full m accordance with ) 9 Y' 3 CONCRETE,MASONRY: Chock for nigh moisture and aikah 1 a Install runners(tracks!at floors,Heflin s,and structural walls and floors and walls. ,% SECTION 01025-MEASI IREMENT AND PAYMENT the requ rements of the Contact Oocumedls.the 9 Con;;ocr shall send a written notice claiming final columns where gypsum board stud assemblies abut other construction D. INTERIOR SEALANTS. All exter,ur sealant plus the following 3. HEIGHTS: Extend pile to nearest height without-.utting content II it;h alkali is present,neutralize to A PROGRESS SCHEDULE AND COS BREAKDOWN Within 21 da s after completrri cvnd shaii so6cifically note each item on the b Where studs are installed directly against exterior walls,install asphalt types. tile,where Ute height is dimensioned s utBS RATE y 1 Skinnin t bulk com ounds conformiri to F.S TT-S- 4 SUBSTRATES GENERAL: Provide normal minor patching on execution of Contract.submit.in acceptable forth, punch list as being coinp!ete or the status of any flit strips or foam gaskets between studs and wall. 9 YPer P 9 G. CLEANING: surfaces provicad under other sections of this Work. 001657,or AS M C834,with active ingredients of butyl 1 Leave finished file installation clean and(roe of Excessive atdhin lir treatment is not included in this antici ated ress schedule showin subdivision of Contract incomplete dem c Installation Tolerances, Install each steel framing and flimng member P 9 p prog g rubber,acrylic,hypalen,and other similar paintable cracked,chipped,broken,enbonded,or otherwise Section of the Work- nto various items of permanent construction,stating 2. The Contractor shall submit final Application for Payment so that fastening surfaces do not vary more than 118 inch from the plane compounds defective work. quantriues ar d p^ccs,s basis for computing value to Owner indicating adjustment of accounts including original formed by the faces of adjacent framing 1 o{peaces,ant usable parts sifacility to be paid for on Contract Sum,additions and deductions as included on E MANUFACTURER'S INSTRUCTIONS Follow the manufacturer's nthly estimates. No payment will t1e made to Contrailor Change Orders,cash all^W?rices.deductions for d Extend partition framing full height to structural supports or substrates E CONCEALED SEALANT Non-skinn nq,resilient(soft), re-formed,or bulk coin ounds conformin to NAAMM Standards SS- SECTION 09510-ACOUSTICAL CEILINGS preprinted instructions as a minimum requirement for the usF until such schedule has been submitted and approved. uncorrected Work,end other requirements listed in the above suspended ceilings,except where partitions are indicated to P P 9 and installation of his products. a,SS-Ib,or SS-1c.with basic ingredients of polybutene docunienls.incb;ding the Consent of Surety Company to temlinate at suspended ceilings. Continue framing over frames for doors 1. APPEARANCE. Provide undortn color,texture,and shtan synthetic resins.oleforesinous compounds.or similar A. EXPOSED GRID SYSTEM: Provide direct hung suspension system B PROS REBS PAYMENTS Month! merits will be made r.i value of Fina!Paymc,it AIA Document G707. and openings and name around duds penetrating partitions above a ding 2. NEATNESS: Do ndt smear,spatter,or run coatings burr y pry non curring compounds. complying with ASTM C 635,intermediate duty main runners and ad oininl calors or matenais. Cutin lines shall be rc mpi red work and matenais suitably stored at site,less 3 Upon receipt df the Contractor's notice claiming Final to provide support for gypsum board. 1. SEALANT TAPE, Pre-formed or extruded non-curing butyl minimum 10 lb.ilineai foot cross tees,with smooth matte j •eta ina'e. Owner will not for matenais stored off•sde. Completion,the Owner will perform a final Inspection. a Cut studs 112 inch short of full het ht to rovide erimeter relief. straight. J PaY and it the Work is com leted full in accordance with the 9 p p wdh or CCEP reinforcement white painted finish. F PAINT THICKNESS Provide the followi minimum d film Payment by Owner will be made within a reasonable time(role p Y f For STC-rated and fire-resrstance•rated partitions that extend to the 2 NON•ACCEPTABLE Types which do not reseal d seal is 1 WALL MOLDINGS, 15116 inch angle molding as mznufaclured � ry date wntr-ictor's a plication is received. Contractor shall requirements of the Contract Documents,the Owner will underside of floodroof slabs and decks or other continuous solid structural thickness per coat: P issue a Certificate of Completion,and a Certificate for broken, by the suspension system manufacturer 1 INTERIOR 1 mil pay f x permits,fees.and local and state taxes. surfaces to obtain ratings,install framing around structural and other 2. HANGWIRE: 12 gauge annealed. 1 RE I ANAGE Retains a of 10%of amount due Contractor Final Payment. ,,� 2. EXTERIOR: 9 members extending below floorlroof slabs and cid- as needed,td F. SEALANT COLORS: White,black,gray,aluminum,limestone,and 3. COATING: Galvanized. will be hold by Omer until 30 Days after Substantial a ENAMELS ON METAL 1 mil Completion G TERMINAL INSPECTION support;ypsum board closures needed to make partitions continuous brown. Provid dear silicone for glass joints. 4. EXPOSED FINISH: Fzdory flat white enamel 1. Immediately prior to expiration of the one-year guarantee from floor to underside of solid structure 5. APPROVED MANUFACTURERS: Use only orae manufacturrir's h. LATEX PAINTS: ,mil period,the Contractor shall make an inspection of the g.Terminate partition framing at suspended ceilings where indicated. G. SEALANT MANUFACTURERS products. c. METAL PRIMERS: 1 S mils. SECTION 01070-ACBREVIATIONS a4D SYMBOLS 1 Dow Coming Corporation,Midland,MI 48640(800)24b• a. Donn Corp.,Westlake,OH 44145(216)871-1000. d. UNDER COATS: 1.5 mils. Work in the company pf the Owner. The Owner shall be h Install steel studs and Fumng in saes and al spacing indicated. 2345 a OIL PAINTS 1.5 mils. A. THE COt'TRACT P)CUMENTS: The Drawings are those enumerated in given not fess than 5 days notice prior to the i.Single-Layer Construction. Space studs 16 inches o.c.,unless 2 General Eectric Company,Waterford NY 12188(518)237- B, ACOUSTIC,CEILING BOARD: Mineral board,non-directional f. TRAFFIC LINES: 2.5 mils. anticipated date of terminal inspection. otherwise indicated 3. THICKNESS TEST: Use visual observation au,a that the'List of�r?„,iixgs',end identified in the Cdnuact The 3330. fissured,medium textured. 9 q 2 Where any portion of'he Work has proven to be^ufective j.Multilayer Construction Space studs 24 inches a.c.unless otherwise 3 Pacers Cu anon,Harla ville,PA 19438 measures'V'she scratch Drawings,in many instances,are schematic and do not define and requires,replacement,repair or adjustment the indicated rpor • ys (215)72+ 1 SIZE: 24 inch x 48 inch x FF inch. �" exact locations of every part and piece of Work Items 6051 2 NOISE REDUCTION COEFFICIENT ,10 OR 20 nonperferaled. G COMPATIBILITY OF PAIN p TYPES: Verify the compatrbdity of Contractor shall immediately provide matenais ono la xe k.Cementitious Backer Unit Construction: Space studs 16 inches o.c., 4 Tremco.Cleveland.OH 44104(216)229.3000. 3 SOUND TRANSMISSION CLASS: NIA. each type of k;;ish coat with shop primers and between field fumshed may vary f dimension and in other ways from the necessary to remedy such defer ive Work and shall execute specific items called for in the Centrad Documents. In a ri such Work without Aelay until completer to the unless otherwise indicated. 4 FLAME RESISTANCE Class A per ASTM Et 264 coals Whon necessary,switch paint types or use a block ries.determine exact positron of each part by'on the jo)" I Install steel studs so flanges point in the same direction and leading H ACCEf SORY MATERIALS 5 FLAME SPREAD: Class 1(0-25)per ASTM E 84. coat to avriid interference between paint types . measurerments,drawings from equipment manufacturers and satisfaction of the Owner even though the date of ed a or end of each sum board anel can be attached to open 1 BACK-UP FILLERS Non-absorbent non-staining,expanded. 6 EDGE: Lavin for 15/16 inch"Prelude Exposed Tee" coordmaton wrth other Work. completion of the corrective work may extend beyond the g 9YP P closed cell plastic or rubber compatible with sealant 7 SURFACE COLOR While H. TYPICPL EXTERIOR SYSTEMS expiration date of the guarantee period (unsupported)edges of stud flanges first 3 The Contractor shall not be responsible for correction of m.Frame door openings to comply wdh GA-219,and wdh applicable used. 8 SURFACE FINISH: Saubbable factory-applied vinyl plastic paint 1 GALVANIZED METAL: B SPECIFICATIONS Work which has been damagetl because of neglect lir abuse published recomrriendations of a, NON-SUITABLE MATERIALS Oil or bituminous types and or vinyl-faced membrane, 1 coat iinc dust,cement primer,or epoxy ester. F, 1 The Format of the Specifications divides the Work inti gypsum board manufacturer,unless oakum. 2 coats Semi-gloss exterior enamel. Ma or Divisions and Work Sections and attempts to mop by the Owner nor the replacement of parts necessitated by otherwise indicated. Attach vertical studs at jambs with screws either b. SIZE AND SHAPES Round,square,or rectangular,to C APPRO'JED MANUFACTURERS Use only one manufacturer's 2. STEEL OR IRON: (Regular primer by fabricator) f 4 normal wear in use. directly to frames or to jamb anchor clips on door frames,install runner fit various job conditions. products. 1 cord Torich-up of primer. the Work in each Se:tio,i by source of material or by trade,solely for the convenience of the users No trade SECTION 01710•CLEANING track section(tor cripple studs)at head and secure to jamb studs. 2 COMPRESSIBLE FILLER: 1 Armstrong World Industries,Inc.,Atlanta.GA 30339(404) 1 coat(Intemnediate}Iron oxide primer. jurisdictions are intended or implied n Install 2 studs at each jamb,unless otherwise indicated. a. "Vlill•Seal",1!Ibruhk/115A Troy,MI 48084(313)585- 955.1686 2 coats(Finish)Semi-gloss exterior enamel. 2 The outline form and imperative voice are typically used 4363 2 The Celoax Corp.,Tampa,FL 33607(813)871.4554. 3. PAVEMENT: (Traffic lines) ; JERRY QUINN LEE_ARCHITECT A. PERIODIC CLEANING: o.Install cripple studs at head adjacent al each jamb stud,with o minimum b. "Emseal',Emseal,U.S.A.,Inc.Stamford,C'06903 3. United States G sum Co.,Chico o IL 60606-4385 312 1 coal Zone n,arkin aint. -}- �i to omfl re titious use of words or word roll s(such as YP 9 � ( ) 9 P � 9 p 1 GARBAGE COLLECTIONS: Provide a collection can at each 112-inch clearance from jamb stud td allow for installation of control joint 203 3 fumish and install','Ccritractor shall",and other ( ) 22.3828. 321-4000. location nn the offs used as an eating area Pie i up all Frame n nin s other than door o nin s to com I with details 3. PRIMERS,CLEANERS,TOPCOATS: Use onl malenals listed I. TYPICAL INTERIOR SYS'EMS. ',4 similar statements)gnu lit call for the type of malenals P Pe 9 Pe 9 P Y Y d�1 D AR and methods and limtt of their use n the bnelesl garbage not droosded in raps drily If garbage is left ndicated or,if noir indicated,as regwral for door openings. Install as suitable fn oealant manufacturer s instructions. Teel D Install suspension system in arc ordance with manufacturers t PAINTED WOOD: ��" '' C,�'l overnight.cover oris. Remove garbage from the site at possible merrier Such worts omitled from the tent shall least weekly. Kee,the Work area free of garbage.trash, framing below sills of openings to match framing required above fax for staining,compatibility,and durability before relevant specifications and ASTM C 636 1 coat Oil base enamel undercoat �'. 3758 ,►� proceeding. 2 coals Satin enamel toe construed to be indudeJ fust as A they were repeated and vermin infestan m heads r• Cj e2�i oma 2 TRASH REMOVAL l' Jii the Work area of trash at least E. SPACif4G AND SUPPORT 2 GYPSUM DR'f WALL n once a week When rapid accumulation occurs,remove SECTION 05500•METAL FABRIf,ATIONS I INSTALLATION Proceed only when conditions are suitable for 1 Space hangers minimum 6 inches from end and 4 feet ,coat Sealer and primer. G JeRY Q Lee r� C MINIMUM COMPLIANCE STANDARDS AND INDUSTRY SPECIFICATIONS satisfactory performance of this Work. Follow manufacturer's between ends. 2 u ' �' ex or oil base enamel p Materials and operations specified by reference to published trash more frequently Remove highly combustible trash purled instructioos for use and Installation of his 2. Provide additional h•ingers for items to be supported by 3. ` ccL: (Phi,. -d by fabricator) such as paper and cardboard daily A MINIMUM COMPLIANCE STANDARDS Fabricator Qualifications- w specifications of a manufacturer.a society,an association. 3 DISPOSITION OF DEBRIS: Remove debris from the site and products. Arrange procedures and devices to protect other ceiling suspension system td prevent eccentric deflection 1 coat Touchup of primer. p; LLFvUE, Firm experienced in producing metal fabrications similar to those Work from disft urement and h sial dame a and correct or rotation of su rt 2 coats Semi• loss enamel. � t�Q a code,or other referenced standard,shall comply with the 9 P Y 9 • PPo g make legal disposition. Locations for disposal shall be indicated for this Pro ect with a record of successful in•service current requirements of the referenced document,officially I damages reaterny from this adh a Prior to orderings 3 Support main runners directly f, m hangers;do not bear '9 ^ of the Contractors choice within the above raslridion 1 published on or hefore the date of receipt of bids. No debris or material may be buried or burned at the performance,and with sufficient production capacity to produce required delivering materials,conduct adhesion lest on all substrate nn walls or partitions. elle. Take necessary precautions d prevent accidental units without delaying the Work. materials, If inadequate adhesion is evidenced,consult with 4 Space main runners to support acoustic panels and other i I SECTION 01600-MATERIAL AND EQUIPMENT the Architect before proceeding. Follow the recommendations Work resting in lir on the ceiling. burning of materials by avoiding large accumulation of i B. PROJECT f DNDITIONS: Check actual!orations of walls and other of the Sealant 8 Waterproofers Institute's"SEALANTS.The 5 Intedakcross-runners with main runners. �Mmvennyc2 xrcmtadum i combustible-materials. Professional Guide"for oint desi n and installation 6. Ad ust sus nsion s stem eve 20 feet to lus or minus a,right.reserved No pert of fine docwnenl way al B. USE MATERIALS THAT ARE construction to which metal fabrications must fit by accurate field deo-its. j 9 114finch fwmmuduie in bath directions. P mp,oduoed in any form or by any m mit Wd,kml 1. New and of high quality suited to the use intended except B FINAL CLEANING: measurements before fabrication. Show recorded measurements on permnnon in wrung from MulvennyG2 NchAeclum when noted as"used' 1 The Work area shall be thoroughly cleaned inside and final shop drawings. Coordinate fabrication schedule with consWction F ACOUSTIC CEILING BOARD: Install ceilin board and tile in 2. Suitable for the function intended outside. Cleanin includes removal of smud es,marks, q L DATE nESCRIPTION 3. Corresponding in quality to related malenals in the 9 g progress to avoid delaying the Work accordance with manufacturer's specifications. -- - - - stains fingerprints,soil dirt,spots,dust,lint,and absence of a definitive Specification other foreign materials from finished and exposed -- - _ }' 4. Of good appearance where exposed to view. surfades. C. PRODUCTS: SECTION 09266-GYPSUM WALLBOARD SYSTEMS o COMPLETION. 5. Of one manufacturer or source for the same specific 2 Remove all temporary facilities. 1 Stainless Column Covers 48"high,18 gunge,Type 304,with N4, n 1 Repair or replace damaged work v____ --__- ._-__ purpose,with uniform appeafanra and physical properties satin bruched finish Fabricate in two sections to form fit existing A MINIMUM COMPLIANCE STANDARDS: The following Documents govern 2. Clean premises of soiling and lifter from Work specified 6 Plainly marked,and delivered io the site in original columns with butt joints not to exceed li%"separation. the Work except where more restrictive items are specified: in this Section. _-- " - ---- , unopened containers when Sne nature of the materials is 2 Metal Surfaces,General For metal fabrications exposed to view in 1 ANSI A97.1 _ -_� suitable for containers SECTION 05410-COLD-FORMED METAL FRAMING. the completed Work,provide materials selected for their surface 2 Gypsum Association Specifications. SECTION 09775•SANITARY WALL FINISH flatness,smoothness,and freedom from surface blemishes. Do not use 3. ASTM C 754. __ -______..__-___ C WORK BY OTHERS: Arrange to accommodate N I C.Work When A MINIMUM COMPLIANCE STANDARDS Comply with applicable 4 ASTM C 840. information is inadequate request further instructions provisions of AISI"Specifications fr•the D;sign of Cold- materials with exposed pitting,seam marks,roller marks,ro lad trade A. DE,CRIPTION: This section describes the requirements for furnishing _ J _ before proceeding. Formed Steel Structural Members:.1968,AWS D1 Center for Cold-Formed names.or roughness. 8 FRAMING: Refer to Rough Carpentry and installing futerglass reinforced plastic panels according to Steel Structures(CCFSS)Technical Bulletin,Vol.2 No 1,Febniary 1993 3. Form metal fabrications from materials of size,thid,ness,and shapes manufacturer's recommendations. - ----.----- D Follow manufacturers i ntractipo. When such instructions "AISI S ification Provisions for Screw Connections" indicated but not less than that needed to comply with performance ,- WALLBOARD Provide standard gypsum boars,ASTM C 36, y are in conflict with the Centrad Documents,make request for � B. QUALITY .a URANCE: Provide panels end molding only from the manufacturer __ __ clarification before proceeding. Keep a copy of the 1 Structural Performance Engineer,fabricate,and erect cold•fo,mmed metal requirements indicated. Work to dimensions indicated or accepted on moisture resistant board,ASTM C 630 a' manufacturer's instructions on the job framing to withstand design loads within limits and under conditions required shop drawings using proven details of fabrication and support. Use specified to,S i 6:warranty and color harmonizatlon of accessories. -- T a.Desi n Loads: As indicated type of materials indicated or specified for various components of sech D TRIM AND ACCESSORIES: Galvanized steel,provide USG C DELIVERY,S I ii;i•iGE,AND HANDLING: g F,einforced Dur-A-Bead comer beads,USG 200-A Moi,and USG 1.Delivery of Matcrials:Package sheets on skids or pallets for shipment td __ - -___. ------ L. Perform high quality professional w)ikmanship Join b Design framing systems to provide for movement of framing members metal fabrication 093 exr2ngion joints. act site materiels to uniform,accurate fit so they meet with straight without damage or overstressing,sheathing failure,connection failure,undue 4 Form exposed wort true to line and level with accurate angles and E A'rLICATION TO FRAMING ,ro,e lines,free of smears or overlaps. Install exposed materials strain on fasteners and anchors,or other detrimental effects when subject to surfaces and straight�aharp edges.Shear and punch metals cleanly and 1. LENGTHS: Use longest practical lengths Small pieces 2.S.aradP of Materials Store panels in a dry place al the project site app•ophately level,plumb,and al accurate right angles or a maximum ambient temperature change(range)of 120 deg F accurately. P,dmove burrs.Remove sharp or rough areas on exposed permitted only as necessary to fill the spaces. 3 Handling:Remove foreign matter from face of panel by use of a soft bristle fluel,with adjoining materials. Attach materials with traffic surfaces. 2 DIRECTION: Long olfaction across framing except vertical brush,avoiding abrasive action. 02-2060 sufficient strep .number,and s acin of attachments that c Design framing system to accommodate deflection of primary building D PROJECT CONDITIONS gth P 9 auphcation may be used on walls provided boards roach tb PM: LES LASHER structure and construction tolerances,and to maintain clearances at openin o will not tall until materials joined are broken or g ceilin in one piece. 1 During installation and for not less than 48 hours before,maintain an D. INSTALLATION: 9 permanen ly deformed B PRODUCTS 1. haste.� 1 i^;,i-Place Construction: Provide anchorage devices and ambient temperature and relative humidity within limits required by type of DRAWN: E LC 1. STEEL FRAMING COMPONENTS FOR SUSPENDED AND FURRED CEILINh adhesive used and recommendation of adhesive manufacturer. 06-14-02 SECTION 01700 CONTRACT CLOSEOUT Provide components complying with ASTM C 754 for conditions!ndicaled fasteners where necessary for scour ng miscellanepus metal ____ _ _-_______ a Wire Hangers. ASTM A 641.Class 1 M coaling,soft temper,dicate diameter fabrications to in-place construction. Include threaded fasteners foi 2.Provide ventilation to disperse fumes during application of adhesive as A. SUBSTANTIAL COMPLETION: b Hanger Rods and Flat Hangers. Mild steel and zinc coated or protected with rest-inhibitive concrete and masonry inserts,toeyle bolts through•bolts,lag bolls, recommended by flip adhesive manulaclurer SPECIFICATION S 1 When the Contractor determines that the Work or a Paint wood screws,and other connecors as required. 3.Do no'allow containers of adhesive to be opened until all potential sources designated portion thereof is substantially complete,the c Steel Studs for Fuming Channels ASTM C 645,with flange ell df studs bend back 2. Cutting,Fitting,and Pi-cm,c d: Perform cutting,drilling,and Fitting of flame or sped;have been shut down or extinguished and until warnings Contractor shall send a written notice of Sub liminal 90 degrees and doubles over to form 3/16"wide minimum lip witi Manufacturer's required for Installing miscellaneous metal fabrications Set metal against their ignition during adhesive application have been posted Completion to the Owner requesting an inspe t-in of the standard corrosion-resistant coating. fabrication accurately in location,alignment,and elevation,with edges 4.Prior to r:slalfat!on,acclimate panels for al least 24 hours in temperature P UP 002- t 1626 d. Grid Suspension System for Interior Ceilings: ASTM C 645,manufacturer's standard and surfaces level, lumb,true,and free of rack,and measured from QUP2ppz-oi)a67 Wodt. p and humidify conditions approximating the operating onvironmert of the 2 or e ,,�( direct•hung grid suspension system composed of main beams and cross-fumng members established lines and levels fnished rni 1s. that interlock to form a modular supporting network ,eta. TS2 . 0 1 NOTICE: IF THE PRINT OR TYPE ON ANY I l l III III I I f III III Ill 1 I I I !i l Ill I I i l l Ill flu 1(T'I l l I l I I I I I I III III III I l l til I l l 1 1 1 I I III III III 11 I l i ill III I LI III III I J I I I L I I III III III Ill III !fill I l..I I I I _� _I 4� I I�__ I I_ � �- I �n Imo___ ___ b� �� I I V C&�r� , �� y IMAGE IS NOT AS CLEAR AS 1-HIS NOTICE, 1 Gl IT IS DUE TO THE QUALITY OF THE Nn'° �" `r� 1 URIGINALDOCUMENT f �F, t31Z 9iZ L�7, 19�1! Z 4v EL !• itL 0� tai BT GT fel 4T Ibl Si ST L . i 8 IG 9 I �Sl I i1y I £ I �Z i�,--I IIIIIIIIII IIIII iiililIIIIIIII�IIIIIIIIiiIIIIIIIII Ill! ill! iIIIIIIII1IlII llll1lllll►11[lilITli IiII III�1I1II I1II ILII I1II ILII IIII1I1II II I I►IIIIIII�IIII IIII1I►II I�I��IIIi�Iil�ll�I illl�llll IIII�III GIiii llllll I",,,,l►Ill!�llilllllllllll,lllilll,,,f,�TI,"" `,� ii,. I . 7,. 1' 7: c 0. I: J DEMO GENERAL NOTES r - - A. VERIFY THAT ALL PARTITIONS TO BE REMOVED ARE NON-LOAD BEARING PRIOR TO REMOVAL AND NOTIFY ARCHITECT IF CONDITIONS ARE NOT AS INDICATED. I B. :XISTING FLOOR FINISHES IN AREAS MODIFIED ARE TO BE REMOVED DOWN TO SUBSTRATE,SEALED,AND I PREPARED TO RECEIVE NEW FINISHES.PATCH OR LEVEL ALL UNEVEN AREAS FOR CLEAN SOUND BASE C REMOVE EXISTING WALL FINISHES AND PREPARE WALL SUBSTRATES TO RECEIVE FINAL FINISHES. FURR WALLS -- - - WITH SUPPLEMENTAL FRAMING WHERE INDICATED AND WHERE REQUIRED FOR INSTALLATION OF SERVICES, I INSULATION AND FINISHES. f - -J' D. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF 7 - kt: ar THE EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION STORAGE I i STORAGE A E CONTRACTOR TO COORDINATE REMOVAL AND STORAGE OF ALL DOORS,EQUIPMENT AND FIXTURES TO BE I I ROOM POOM RELOCATED WITH OWNER. 1022 A ! I I 1 F. WHERE ANY PLUMBING,MECHANICAL OR ELECTRICAL ITEMS,LINES, CONDUITS,PIPES,FIXTURES,ETC.,HAVE I11 { I11 5 II 1 11Io I 111 BEEN REMOVED,PLUG AND CAP PIPES,CONDUITS,LINES,ETC BELOW FLOOR,BEHIND FACE OF WALL OR ABOVE -- 3 11 111 1 I TT TYP. n II 1 !I I II- �I !I i CEILING AS NECESSARY TO CONCEAL ABANDONED ITEMS.PATCH AND REPAIR FLOOR,CEILING AND!OR WALLS &CGAL IY 11 JI I VI 1 ` 11 III + I I II 1 II I It-- JI If I I AS NECESSARY. ►► I if I I , I _ C/NOMAS I I I 1 II I II I I ,I I G. CONTRACTOR TO PATCH AND REPAIR ANY DAMAGED PORTIONS OF THE BUILDING AND MATCH NEW TO EXISTING I I In l 2 II u1 - IU II I II I I S uR ADJACENT SURFACES. _ I CONSTRUCTION DEPT. 4 II I I it I _, I�I I II � I Il 1 I, I IN I II I II Z J 6 ' II ` 0 I H. THIS PLAN INDICATES A.GENERAL DEMOLITION SCOPE OF WORK TO BE PERFORMED AND DOES NOT RELIEVE THE - i 'CO IA N II I II I 11 II I II I I I III CONTRACTOR FROM OTHER INCIDENTAL DEMOLITION WORK REQUIRED TO COMPLETE THE BUILDING f I � I II II I 1 � � I I� I I MODIFICATIONS AS SHOWN AND REQUIRED BY THE CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO - II 1 17- �I I I ! If I EXISTIN I I II I II I Ir -h II I STRUCTURAL,PLUMBING,ELECTRICAL AND HVAC. _ U JI I II I I! I 11 1. 11 I IL_ -- } Ill I Irl I , L 1 LOBBY h 11 Ili I `i 111 I. PROTECT FROM DAMAGE DURING CONSTRUCTION ALL EXISTING WALLS,FLOORS,CEILINGS,ETC.,THAT ARE TO ---- - ILL' 11 a 1 I REMAIN. " 1� I EXISTING _ _ _ EXISTING ' s J. COORDINATE DEMOLITION REQUIRED FOR HVAC,ELECTRICAL,AND PLUMBING WITH OWNER. STORAGE 3 I I STORAGE r—EXISTING \ -_ EXISTING ROOM -- STORAGE R00 10 I I I-' TORAGE ROOM 10fiA I I ROOM 102A �_ �;�- ,, DEMOLITION KEY NOTES 2A — 13 ISTIyG _ _ ` 4.3 1/ " 'v T-9112" 10'-1" / 90� -� 8 12 TY I L - r -1 STING \ TYP - I _ L_ _S f� S (J REMOVE EXISTING LIGHTS-CAP ALL UTILITIES NOT TO BE RE-USED. RETAIN LIGHT FIXTURES FOR RE-USE. , 19 s 1222 SW COLUMBIA ST I SUITE 1250 I'Ti[7C) 2u A - PORTLAND.OR 1 97201 I a I Ll-.�-�)�- I v � 8 12 I II l� 21 TYP. I � -L REMOVE EXISTING CASEWORK,EQUIPMENT AND FIXTURES COORDINATE WITH OWNER _ ELOW -- 4 (3 REMOVE EXISTING DISPIAY WALL. �• 12 1 - - • MulvannyG2.com -- - --- - __ REMOVE EXISTING SOFFIT-REFL"RENCE 31A1.0 FOR NEW CEILING a CONCESSI N AREAS AR YMMETRICAL ABOUT THIS LINE. ALL NEW NEW t� ONCESSIONS / I ✓i Jfc'ESSION NOTES,DI ELEVATIO b FIXTURES OCCUR BOTH EAST �� 6 AREA AREA PERMIT S E T ti► I AND WEST SS Nort#D orHERwISE. ra '{ EXISTING SOFFIT TO REMAIN .L 104 103 J. 20 08-28-02 1� � 1. '^ �6 REMOVE AND RELOCATE EXISTING UIFUSERS AND DUCTWORK-COORDINATE WITH - NEW �� L I \5 s � � _ 2.0 �1� _�,� NEW SUPPORT P 1 MECHANICAL CONTRACTOR �-� PP � UUPPORT - - ROOM ROOM ( - 1— O7 REMOVE EXISTING TIVOLI LIGHTS 1s 105 7 a -� ` - 102 I \°J REMOVE EXISTING WALL L_j Ail 0 RELOCATE EXISTING ELECTRICAL PANEL. COORDINATE NEW LOCATION WITH OWNER. P. L CONCESSIONS DEMO PLAN ,o NOT USED. 3 SCALE: 1/8" = 1'-0" O ---- a _ 2 LOBBY A ° 5'-1 112' 11 REMOVE EXISTING FLOOR COVER:,','G�,ND PREP FOR NEW FLOORING. r/,� 13 TYP � 1 -- I 12 REMOVE WHITE OAK PANELING. SALVAGE FORK!USE ON NEW WALLS. -� - - - 13 EXISTING DOOR AND FRAME TO BE RELOCATED. - I � DEMO PLAN LEGEND - --- I -- - - EXISTING INTERIOR WALL TO REMAIN EXISTING WALL 1 SOFFIT I DOOR 1 FIXTURE TO BE MODIFIED I - I �- MODIFIED REM0V'_D STORAGE - STORAGE ROOM ROOM 100 26 - 101 AREA OF FLOOR COVERING TO BE L—� J REMOVED,COORDINATE WITH Lo OWNERNENDOR \'J ( 123'-6' ) - - - ---- — O O O I O I '2 CEILING PLAN GENERAL NOTES _ — _ -- -- ° ° I �L'_OV TIO I S 8 FI UR OOC�CU MS 0TH - - NORTH xT� TH WI E. 8'• 12'1" O DIMENSIONS ARE FROM FINISH OF WALL TO FINISH OF WALL ON ALL INTERIOR WALLS, XISTING 123'"6" XISTING 2. COORDINATE CEILING PLAN WITH MECHANICAL AND ELECTRICAL CONTRACTORS. - I - - TORAGE — _. � O O — STORAGE T r _ ROOM —�� (— ROOM 3. CONTRACTOR TO COORIDWATE EXIT LIGHTING LOCATIONS WITH LOCAL FIRE MARSHALL. - " 105A 11 "4 1 102A - - _ o o 4. CENTER 2X4 CEILING GRID IN ROOMS UNLESS NOTED OTHERWISE 5 6' 4a ; e I 5. PROVIDE SOUND INSUL.OVER SUPPORT ROOM CEILINGI IA 121._ -t - 6. DO NOT ATTACH SUSPENDED CEILINGS,PIPES,CONDUIT,DUCTS,SPRINKLERS, LIGHTS,ETC. - --- I JERRY QUINN LEE,ARCHITECT TO THE ROOF DECK, ATTACH ALL SUSPENDED ELEMENTS TO STRUCTURAL MEMBERS ONLY.ij - - -_- ---- -------- 10. " NEW I ; NEW CONCESSIONS 1 ] CONCESSIONS LGU i�TY i� l� 61Y 0a ( ti C1 103 O - J 3756 AREA � AREA ,NE � S 0 T 00 123'-6" 2 6 ° TY P ° ,02 ; CEILING KEY NOTES 105 - -- TYP. I I ?— � JenY O Lee �-•3 111••2" 1 7 O C > CONCESSIONS FLOOR AND FINISH PLAN BELLEVUE. � O TYP EXISTING <� O1 NEW PENDANT LIGHT,COORDINATE LOCATION WITH OWNER. � �9 CCS LOBBY SCALE: 1!4" = l'-0" �� 1 0 O 8'.7 11 _ 0 NEW GYP.BOARD CEILING. v ?.. -- - -—_--_-_ -_ 9 MurvrnnYG2 Md"bct1N• -. /••1 NEW ACCOUSTICAL TILE CEILING. FLOOR PLAN GENERAL NOTES EQUIPMENT LEGEND ritfmNingucod in any1 pal thismy dowmeM may b. \y,J __I _ p—stc W n 11 Inrm nr by My mans veIMM tz3'•s° 4 NEW RECESSED CAN LIGHTING. COORDINATE LOCATION WITH OWNER. nam "nn n w�"�U.um MuvavmyG7�� ,�ns NOTE: COORDINATE ALL EQUIPMENT POWER AND PLUMBING Q DATE DESCRIPTION - 3 _ ° ° NEW 2'X 4'RECESSED FLOURESCENI L;GHT. COORDINATE LOCATION WITH OWNER. 1 PROVIDE BACKING FOR ALL WALL MOUNTED ACCESSORIES LOCATIONS AND REQUIREMENTS WITH OWNER. --�" -- 6 DIFIED 5 s� IFI _ 2. VERIFY WEIGHTS AND LOCATIONS FOR FURNISHINGS AND EQUIPMENT. - 119'-2" _ ___ ROOM 1 j o TYP I o STORA E © RELOCATE EXISTING DIFFUSERS. COORDINATE LOCATION WITH OWNER. o O BEVERAGE DISPENSER WI ICE CHEST 10 STACKED COUNTER TOP REFRIGERATOR is WATER PURIFIER 06 - _ 101 3, MAINTAIN 100 /o AUTOMATIC SPRINKLER SYS�i EM COVERAVE PER AND FREEZER EXISTING LIGnTING TO REMAIN PERMIT FROM THE FIRE MARSHALS OFFICE. O LIGHTED CANDY DISPLAY 70 WATER SURGE TANK - - - _ ( 1z1'-a" o TYP o _ 11 MICROWAVE OVEN -- ® EXISTING DIFFUSERS TO REMAIN. 4. PROVIDE ACCESSIBLE CONCESSIONS COUNTER,34"HIGH BY 36"LONG. /� .7-t 03 CASH REGISTER 1z O AIR COMPRESSOR - - - -- �J EXISTING SOFFITS TO REMAIN. HOT DOG GRILL 1 BUN WARMER - CONCESSI N AREAS AR YMMETRICAL ABOUT THIS LINE. ALL 0 FREE STANDING POPCORN POPPER 13 UNDER COUNTER HAND SINK 22 COKE BIB RACK(BY COKE) NOTES,DIMS.ELEVATIONS d FIXTURES OCCUR Co.)BOTH EAST FLOOR PLAN KEY NOTES •" `ti AND WEST NLESS NOTED OTHERWISE t� LOO O MANUAL BUTTER DISPENSER WI LIGHT 1a HEAT LAMP AND WARMINr,TRAY z3 FREE STANDING WARMER o-_ �_a a-__-.__�-_ ❑ O FREE STANDING POPCORN WARMER 15 CONDIMENT COUNTER 24 SINGLE DOOR FREE STANDING FREEZER NEW CONCESSIONS COUNTER-COORDINATE WITH OWNERIEQOIPMENT VENDOR - is d= CHEESE PUMP 25 FREE STANDING REFRIGERATOR 20 NEW 6"METAL STUD WALL WI 5/8"GYP,BOARD EACH SIDE. 16 STAINLESS STEEL WORK TABLE 02-2060 O LIGHTED MENU BOARD 17 z6 ICE MACHINE WI STORAGE BIN PM LES LASHER ALIGN FACE OF FIN'SH OF NEW WALL TO FACE OF EXISTING WALL. O STAINLESS STEEL 3-COMPARTMENT SINK DRAWN. ELC IAS " O AIR-POPPED POPCORN DISPLAY 18 F B11a1o1 ® EXISTING COLT.ANIS TO REMAIN. WRAP WITH STAINLESS STEEL TO 4-0 A.F.F. U STAINLESS STEEL HAND SINK -- -------- -• 05 EXHAUST FAN FOR POPCORN POPPER. COORDINATE LOCATION WITH OWNER. CONCESSIONS CONCESSICINS REFLECTED CEILING PLAN C� REUSE EXISTING DOOR AND FRAME. RE-PAINT TO MATCH EXISTING LOBBY DEMO, REF1 ECTED l L DOORS AND FRAMES VERIFY CONDITION AND HARDWARE, COORDINATE CEILING, AN D SCALE. 1/8" = 1'-0" INSTALLATION WITH OWNER, FLOOR PLAN 7C� ALIGN START OF TILE WITH EDGE OF EXISTING WALL. PAT'°Hwv.1'=z6 BUP2u02-0'x357 A1 . 0 Sol 8 NOTICE: IF THE PRINT OR TYPE ON ANY I I' III III III III III III I I I I' III III 11111 III III III I I I 1111 1111111 III III III III I L I I I I III I I III III III I I III 11 I III I I 1 11 111 I I I I 1111 III I I I I I I I III III V I I I I � IMAGE IS NOT AS CLEAR AS THIS NOTICE, �1UD y T I E O THE QUALITY OF THE ORIGINAL_ DOCUMENT —T 1►►►► �►..i►1 �►►1►►III1►1�►I�joli I►�i11�t,11-1 i�1��1�►11-1-1 1►►�► ll'I'l11 ►►il�1�►111��1��1�11111►►1►��i�I��T�I�►► ►►1i►11�1�I��l�► Flllllilll� iII�III�X11►i�►1t►�I�illll.t�lli �ll►�IIIII�►I��► I��I��►►<<It : 4 � _ � ��1�1��► �1 k's : F k f�. IF PNL-1 (EXISTING) ------ -1 - ___ oncessions PNL•1 , PNL-i PNL-1 �PI 1 (EXISTING) (EXISTING) 7 -------- -- - T ... - -- — - -T— --- OPEN TO LOPCY UP-, 1-1 PT-I kCGAL IT ......--------------------- CINEMAS CONSTRUCTION DEPT ;CANDY 011*apoll..I r CANDY -- CANDY - CASE l _ _--- CAS6l" '- CASk�— —. ANDY CA W I z _ S N J CONCESSIONS FRONT ELEVATION CONCESSIONS SIDE ELEVATION 222 SW COLUMBIA I SUITE 1250 1 ' — �- , SCALE: 1/�3" = 1'-Q" 2 -- #-�RTLAND,ORI 97201 SCALE: 114" = 1'-0" t 503.223.8030 1 If 503.223.8381 PAulvannyG2 Gom � N 6SOEFIT _ GENERAL NOTES ti B 0 SOFFIT 1 1. PAINT WALLS 1,I EXISTING SOFFITT LINE. PERMIT "')"ET i B.C.2SOFFIT _ 2. MATCH EXIST!NG PAINT COLOR FOR PT-1, 08-28-02 i SOFFIT 1117 j'.p�— KEY NOTES 10 CASEWORK BY OTHERS 8.0.SOFFIT ( EXISTING INTERIOR COLUMN. WRAP LOWER 48"W.STAINLESS STEEL. lr 11'.2. — 8.0 CEILING - 11 - O NEON TUBE SIGNAGE.N.I.C. 10'0' 04 NEW PENDANT LIGHTS,N.I.C. 4 02)_ CONTINUE CERAMIC WALL TILE TO FLOOR BEHIND FREE STANDING EQU!"MENT. VERIFY EQUIPMENT SIZE SUPPORT ROOM PRIOR TO TILE INSTALLATION. 1 �$ t J PROVIDE QUARRY TILE BASE AT CASEWORK ON SERVICE S'QE OF CONS'SSIONS AREA 07 AREA OF RELOCATED WHITE OAK PANELING. PROVIIJE CERAMIC TILE BASE AT CASEWORK ON CUSTOMER SIDE OF CONCESSIONS AREA. FINISH FLOOR r1- 1wL- t 00'-0• 6 ( C ROOM FINISH SCHEDULE -3 SECTION AT CONCESSIONS AREA CONCESSIONS REAR ELEVATION `� SCAL.E: N.T.S. - 4 SCAL.E: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ROOM FLOOR BASE WALLS CEILING NOTES NO, NAME NORTH EAST SOUTH WEST MATERIAL FINISH MATERIAI MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH HEIGHT 100 LOBBY CT 1 GLAZED RB I/Cf-1 I - GYP PNL-11PT-1 GYP PT-1 GYP PNI_-11PT-1 - SEE 3/A-1 SEE 1&21A-2 FOR AUu1I iL'IAL FINISHES 101 STORAGE ROOM OT-1 RB-t GYP GYP GYP GYP ACT-1 _ 102 SUPPORT ROOM QT 1 RB-1 GYP FRF GYP FRP GYP FRP (1YP FRP ACI-1 - 10'-0" PROVIDE TRANSITION STRIP FROM TILE TO OTHER FINISHES /CT-1B ALTERNATE IN A R 103 CONCESSIONS AREA OT 1 OT CT-2 GLAZED CT-2 GLAZED CT-2 GLAZED GYP PT-2 11'-2" A RANDOM PATTERN. -. p 104 CONCESSIONS AREA OT-I OT CT-2 GLAZED CT-2 GLAZED CT-2 GLAZED -- -- GYP PT-2 11'•2" T 105 SUPPORT ROOM all - RB-1 GYP FRP GYP FRP GYP FRP GYP FRP ACT-1 10'-0" I-`?OVIDE TRANSITION STRIP FROM T _ p LE TO OTHER FINISHES ire 106 FTORAGE ROOM OT 1 RB-1 GYP FRP WFRP GYP FRP GYP FRP ACT-1 10'-0" JERRY QUINN LEE.ARCHITECT ,tDA RCIII r —T CT-1 FINISH LEGEND ce jwy0.Lee riELL ENIuE, PT-1 - AQUA(TO OATCH EXISTING) ,ly PT-2 - WHITE(GLOSS AT CONCESSIONS) O Muly■-nyQ2 AmNiscap■: NI rghto rppovaa.No W d ft :n Uompnonl mnv PNL 1 WHITE OAK PANELING(EXISTING TO BE REUSED) o oaucwInonyImlorby.,yln"no tv FLOOR TILE DETAIL AT LOBBY P"",.p,w nw_, w� yG2�.lwt- SCALE: 1 1'-0" V CT-1A DAL TILE GLAZED FLOOR TILE"FRENCH QUART ER 12X12 HEXAGONAL � DATL DESCRIPTION " = 0T-1B DAL TILE GLAZED FLOOR TILE"FRENCH QUARTER"4X4 ACCENT SQUARE. RANDOMLY PLACED AT 50% CT-2 - DAL TILE GLAZED CERAMIC WALL TILE 4X4. _ CT-3 DAL TILE UNGLAZED MOSAIC TILE 2X2 ACCENTS RANDOMLY PLACED AT 50%. QT-1 DAL TILE QUARRY FLOOR TILE 8X8. ---- RB-1 RUBBER BASE(TO MATCH EXISTING) _— ACT-1 VINYL FACED ACCOUSTICAL TILE — — — --- 02-2080 PM: LES tASHEIZ DRAWN: ELC 8/14/02 CONCESSIONS ELEVATIONS SECTIONS AND , SCHEDULES A� ■ P8c°8c Hwv, t tr;76 8UP2002-00367 4 of 8 ..w." '«,,.�vwa.ee,.eannwuxnrtu:+x:vN'er:r•-�eo-m�>iwcw.weev+...•.r,...�.w�.w..„,..,•aq..+eenn+m�waeepllMlRvf�uoWph MwplW�' '” .,p,,,•u r...:: r17. C:1.': F., .." =��lMb4�:7.A1:Y(Frbl�i;. vw."-•rv...�....rcr.w»....s....«.,-,.-•"..•.,--....,......e...-+«......"...•.wtww*�.+.++..r.n,.wxws..... .. 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Point of New Connection A � CHECKED BY: -__- DATE: 62107 03 211W - \ -- CoNf�.�t To --- —_-- =1N Waste Line _ ....._..__.__..__.__._.._.._.._......_.......___._._.._ . . ` V Vent Line FUU1R S10K, \ _ / /'+�� I i \ CW Cold Water . ... ... .., .: . . . ._ TIG1RD REG,1L CIJ't�EM.1S —HW Hot Water i PROJECT: McK. PROJECT #: 7065 __----- - F.IrLOCATEp � SINK FLOOR 61NV ,J,• �__ I I �______ TI �. '2vV \ \/ / FUIL.DINC-1 WASTE I TLE: PLUMBING PLAN Pad is Hwv,11626 BUP2002.00367 6 of 8 _Sou_th Concessions Isometric Plumbing Plan I WT.S. I SHEET: 1 ,.. .;� - - TfIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIII ! IIIIIIIIIIIIIIII � III IIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIiIIIIllllIl �/ 04400 0111 NOTICE: IF THE PRINT OR TYPE ON ANY I I I I I I I I I I I I I III I I I I I I I I I III I I III III I I I � I I I I I � I 18 I I I l I I g III ! 110 I � I ! 111 III , 112 / GL�u„ `�� ;C)o / IMAGE IS NOT AS CLEAR AS THIS NOTICE, l 11 - I--=_� -- - I 6 _-._.. L._...__ I _^� - �--�-- ---� l ITIS DUE TO THE QUALITY OF THE - -` -_ - -- -- - No.36 Ip•� ORIGINAL nJCUMENT ( � � s� � � Ilflllllll II�III�IIIIIIIIIIIIII IIII�IIII�IIil�lltrII �►►�IIII i'llllllllllll Illi�llltill IIIToir,II�IIIIIIIII�IIII I�I�1111II�IIII IIII-IIIIIIIII Il'Il, IIIlT911111lI�1171111111111111111►�IIIIIIIII IIII lllllllli�11<lll,'�111]�1lll�Wlllllllilllli.�lllllllill(illllll!1�I��11�►hlll� t �y ASt h �1 , teu'w.�;Ilif'kY46'igr4N'4Q'+,i.~t�tvi�:;.a�...w.�i3'�^r ': �-' ' Wu;a:.-WimBk�)r&1..�biwathll whuuuoma wlx.. •fr13Nl� - C 1 N 1 1� G E9 I 7 I GI 6 O z { o � v) o w 0 Z w a :D LA p O 0 U 0 QJ ( W i C Ifs _Legend Replace existing Supply Diffusers with new t-bar diffusers. o - 2 Relocate existi^3 Supply Diffusers to new soffit. z EXISTING XISTING 03 Existing Return Air Grilles to remain. STORAGE -- ---- - __ --_-_-- TORAGE -- V) ROOM I I ROOM V) [105A I ' I {102A w _ CL /- -POP CO RIN POPPER NE i NEW r Vent Pop Corn PoppPr CONARE IONS CO CESSIONS Vent Pop morn Popper ` �) 2 _ exhaust out throw h roof I 0 11 K] 103 O (�, "-I exhaust out through roof NEW _ Q NEW SUPPORT SUPPORT 1 y ROOM } ROOM 105 - a — - 1 2 O G 2 �' - E Q � L I __- POP CORN POPPER Ij C14- Li POP CORN POPPER N EXISTING T:- - zT- y EXISTING - LOBO — - -- EXISTING M STORAGE ROOM _._ ._ 2 O - O 2 - STORAGE ROOM t - .._.. -- ~O -- ----+ 1 I v - -r- r \ C\1 1 I - w V z R MODIFIED MODIFIED STORAGt -- - - - - �- STORAGE CL ROOM - ® ROOM -- I 10� cn N - H.V.A.C., PIPING, PLUMBIN -- z - O O ENERGY" MA�.AGEMENT n , o z o ❑ _ =o a -=o � & FIRE PROTECTION 7' o-- -~ b o Lo LLJ LLJ LO ire s r f I MECHANICAL ENGINEERS AND CONTPACTORS _J a 5400 N.E. COL:IMBIA BLVD , PORTLANDOREGON y ' r i. (503) 33' -0234 I V 046981 0� CCB# z 118 = 1 0 --- 223-01 #MC-4 I-N-3721\10 - -- -- - -- DRAWN BY CHECKED BY: CA - - -- � " DATE. 02107103 r m TIGARD REGAL CINEMAS PROJECT: ---- McK. PROJECT #: 7065 TI TLE: Q I...E +HVAC PLAN i. 4 1 " `/E Pacific Hwy.11828 BUP2002.00367 FEI 4 `rUO3 70f 6 (,ITY `WILDING r)IVISIC1n SHEET, .�._......_..�._._....-..,....._..._..w._...._.._ 4 i H. 1 OF 1 NOTICE: IF THE PRINT OR TYPE ON ANY fif lil III tItIIII III III I VIII III 111 11 III IIII.Il- III III III I VIII III III III III III�III I I III III III III III III III I ' llill III I IIII III Ilfllll III ill VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, L--I- I_.111 L I - I 1 I I"1 �-YJ_ L L I . 1. 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Z STORAGE __- - TORAGE , O ROOM ----r- - I ROOM N 105A O 102?A 0 IV W POP CORN POPPER a CPOP CORN POPPER 71 j C, ~� NE NEW O o e d r CONCES IONS CO CESSIONS Vent Pop Corn Popper I exhaustoutCthrou hPoof Pop rn exhaust out through O [104 l 103] Q Q ---- I NEW w NEW �� ^ SUPPORT - - - ROOM Of SUPPORT S S S OLL_ ROOM 1102 1 Z _ POP CORN POPPER Z _ EXISTING ' p POP CORN POPPER EXISTING —� 'T-� - LOBBY _ -- - - EXISTING y ^� 1 - r STORAGE ROOM k W STORAGE ROOMi .-_.. - - Z t� I. /J 2 - �, Z _ ---- - _ fo z MODIFIED Q MODIFIED _ S70RAGE - - STORAGE W ROOM -- ROOM C� ` Y w ( 106 3 3 [ 101. N 3 H.V.A..C., PIPING, F LUMBING ENERGY MA's AGEMENT o & FIRE PRGTECTION — a= "s O rj > II 1 � W V Uj Of MECHANICAL ENGINEERS Ln AND CONTRACTORS Of _j 5400 N.E. COi_UMBi A BLVD c C PORTLAND, OREvON V� l� PLA ---- : (503) 33" -02 ?4 H 040981 C 'R CC a# ', v„ 223-01 #MC--<C N--372NO -- -- - -- - - DRAWN BY: --- - - CHECKED BY: DATE: 02/07/03 P PROJECT: TIGARD P CAL. CINEAMS McK. 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