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9653 SW WASHINGTON SQUARE ROAD STE M2-A ABBREVIATIONS E & AND � JAN. JANITOR ( ANGLE JST. JOIST 0 AT JT. JOINT p CENTERLINE PLATE KIT. KITCHEN r DIAMETER OR ROUND 0 POUND OR NUMBER LAB. LABORATORY DEGREE LAM. LAMINATE EXISTING LAV. LAVATORY P NEW L13. POUND LKR. LOCKER ACOUS. ACOUSTICAL LT. LIGHT A.D. AREA DRAIN A.D.A. AMERICAN WITH MATL MATERIAL DISABILITIES ACT MAX. MAXIMUM j ADJ. ADJUSTABLE M.C. MEDICINE CABINET ij AGGR. AGGREGATE MECH. MECHANICAL 142 AL ALUMINUM MEMB. MEMBRANE APPROX. APPROXIMATE MET./MTL METAL ARCH. ARCHITECTURAL MFR. MANUFACTURER ASB. ASBESTOS MH. MANHOLE ASPH. tSPHALT MIN. MINIMUM MIR. MIRROR BD. BOARD MISC. MISCELLANEOUS • HALLMARK Ak COMPANY BITUM. BITUMINOUS M.O. MASONRY OPENING BLDG. BUILDING k4TD. MOUNTED BLK. BLOCK MUL MULLION 6L.KG. BLOCKIM^ BM. BEAM N. NORTH BOT. BOTTOMS N.I.C. NOT IN CONTRACT NO. NUMBER CAB. CABINET NOM. NOMINAL C.B. CATCH BASIN N.T.S. NOT TO SCALE I CEM. CEMENT CER, CERAMIC O.A. OVERALL C.I. CAST IRON OBS. OBSCURE CHNL CHANNEL O.C. ON (ENTER C.G. CORNER GUARD O.D. OUTSIDE DIAMETER (DIM.) CLG. r.EIUNG OFF. OFFICE CLKG. CAULKING OPNG. OPINING _ CLO. CLOSET OPP. OPPOSITE CIA. cum SYMBOLS VICINITY MAP KEY PLAN SHEET INDEX C.O. CASED OFVENING PRCST. PRE-CAST COL COLUMN PL PLATE CONC. CONCRETE P. LAM. PLASTIC LAMINATE CONN. CONNECTION PUS. PLASTER DETAIL NUMBER �.-_ GRID UNE CONSTR. CONSTRUCTION PLYWD. PLYWOOD t-- SHEET NUMBER # COORDINATE '�`P CONT. CONTINOUS PNL PANEL CORR. CORRIDOR PR. PAIR PORTLAND I a4 ARCHITECTURAL CTSK. COUNTERSINK PT. POINT 2 AO COVER SHEET CONTR. COUNTER P.T.D. PAPER TOWEL DISPENSER I CTR. CENTER P.T.D.R COMBINATION PAPER TOWEL _� A0.1 NOTES, DOOR / FINISH SCHEDULES DISPENSER do RECEPTACLE HILLSBORO AO.2 SCOPE OF WORK / SUBMITTAL SCHEDULE DBL DOUBLE PTN. PARTITION t-- SECTION NUMBER 8 26 - A0.3 MALL PLAN DEPT. DEPARTMENT P.T.R. PAPER TOWEL RECEPTACLE D.F. DRINKING FOUNTAIN t-- SHEET NUMBER ROOM NUMBER '8 10 BEAVER T HILLSDALE Al DEMOLITION PLAN DET. DETAIL Q.T. QUARRY TILE 1 DIA. DIAMETER BEAVERTON I A2. FLOOR PLAN DIM. DIMENSION R. RISER 217 y � DISP. DISPENSER RAD. RADIUS DN. DOWN R.D. ROOF DRAIN �-- DOOR OPENING 99 5 AF1 FLOOR FINISH PLAN D.O. DOOR OPENING REF. REFERENCE AF1.1 FLOOR FINISH DIMENSION PLAN DR. DOOR REFR. REFRIGERATOR NUMBER DWR. DRAWER RGTR. REGISTER PROJECT SIT 43 A3 REFLECTED CEILING PLAN DS. DOWNSPOUT REINF. REINFORCED INTERIOR ELEVATION D.S.P. DRY STANDPIPE REQT. REQUIREMENT NUMBER/LETTER A4 INTERIOR ELEVATIONS a DWG. DRAWING REQ./REQ'D. REWIREDKRUSE WAY RESIL RESILIENT �- SHEET NUMBER DATUM POINT TIGARD G� A4.1 INTERIOR ELEVATIONS E. EAST RM. ROOM �� LAKE OSWE O A4.2 INTERIOR ELEVATIONS EA. EACH R.O. ROUGH OPENING QC' ;1l A4.3 INTERIOR ELEVATIONS E.J. EXPANSION JOINT RWD. REDWOOD Q A4.4 INTERIOR ELEVATIONS EL ELEVATION R.W.L. RAIN WATER LEADER ^ KEYNOTE (SEE SHEET A4.5 INTERIOR PLAN / ELEVATIONS ELEC. ELECTRICAL "' DRAWING AO.3 FOR NOTES) SALEM 1 ELEV. ELEVATOR S. SOUTH NUMBER A5 STOREFRONT ELEVATION EME:R. aIERGENCY S.C. SOLID CORE D B SHEET NUMBER PROJECT ADDRESS: A5.1 BUILDING SECTIONS r ENCL ENCLOSURE S.C.D. SEAT COVER DISPENSER E.P. ELECTRICAL PANELBOARD SCHED. SCHEDULE C INTERIOR ELEVATION # CONTINUATION REFERENCE 9585 S.W. WASHINGTON PICTURE PEOPLE A5.2 STOREFRONT SECTION / DETAILS EQ. EQUAL S.D. SOAP DISPENSER NORTH EQPT. EQUIPMENT SEC./SECT. SECTION LETTER SQUARE ROAD WASHINGTON SQUARE MALL A6 DETAILS E.W.C. ELECTRIC WATER COOLER SH. SHELF MATCH LINE SPACE #: M-2A 9585 S.W. WASHINGTON r SQ. RD. A6.1 DETAILS CONTINUATION REFERENCE EXIST. EXISTING SHR. SHOWER PORTLAND, OR 97223 PORTLAND, _2A EXPO. LOOSED SHT. SHEET ill EXP. EXPANSION SIM. SIMILAR EXT. EXTERIOR S.N.D. SANITARY NAPKIN DISPENSER ARCHITECTURAL SPECIFICATIONS T S.N.R. SANITARY NAPKIN RECEPTACLE ASPA SPECIFICATIONS L-.A. FIRE ALARM SPEC. SPECIFICATIONS F.B. RAT BAR SQ. SQUARE CODE INFORMATION PROJECT SUMMARY PROJECT DIRECTORY ASP.2 SPECIFICATIONS F.D. FLOOR DRAIN S.ST. STAINLESS STEEL F.D.N. FOUNDATION S.SK. SERVICE SINK -- ASP.3 SPECIFICATIONS F.E. FIRE EXTINGUISHER STA. STATION OWyNEP ASP.4 SPECIFICATIONS T.E.C. FIRE EXTINGUISHER CAPINET STD. STANDARD THE PICTURE PEOPLE LANDLORD F.H.C. FIRE HOSE CABINET STI.. STEEL 1157 TRITON DRIVE, SUITE B MACERICH CO. FIN. FINISH STOR. STORAGE BUIWING/DISABLED ACCESS: 1997 STATE OF OREGON STRUCTURAL SPECIALTY CODE FOSTER CITY, CA 94404 401 WILSHIRE BLVD., STE 700 MECHANICAL FlXT. FIXTURE STRL STRUCTURAL (650)578-9291 FAX:(650)578-9881 SANTA MOI`i CA 90401 FL/RR. FLOOR SUSP. SUSPENDED 800-216-6223 FLASH. FLASHING SYM. SYMMETRICAL MECHANICAL: 2000 INTERNATIONAL MECHANICAL_ CODE W/ EXISTING MALL STRUCTURE: 2 LEVEL COVERED MALL BUILDING cONr,�cT: JEFF BIRNBAUM CONTACT. LORINA ESCUDERO Mi.1 HVAC PLAN FLUOR. FLUORESCENT OREGON AMENDMENTS OCCUPANCY: MERCANTILE DESIGN CONSULTANT M2.1 HVAC SPECIFICATIONS CITY OF TIG %RD F.O.C. FACE OF CONCRETE TRD. TREAD DESCRIPTION: 2ND LEVEL, RETAIL RICHARD ALiUNA BUILDING DEPARTMENT v��D iAJ F.O.F. FACE OF FINISH T.B. TOWEL BAR 6900 OPORTO AVE CITY OF TIGARD Approved. -.-• ---�.-•--•--•.---• . ..- PLUMBING: 1997 OREGON PLUMBING SPECIALTY CODE BUILDING TYPE: TYPE - 2C LOS ANGELES, CA 90068 Y aprov PLUMBING ,nditionall A ed.................... i 13125 S.W. HALL BLVD. F.O.S. FACE OF STUDS T.C. TOP OF CURB (323) 874-6698 WARD, OREGON 97223 .rr only the work as described in, FPRF. FIREPROOF TEL TELEPHONE (503) 639-4171 Pl.l PLUMBING PIAN e-gMIT NO auPL�Du -Gb0/S ELECTRICAL: 2002 OREGON ELECTRICAL SPECIALTY CODE DESIGN ARCHITECT See Latter v Fohow........ F.S. FULL SIZE LER. TERRAllO AREA ANALYSIS: CONTACT: DEBBIE ADAMSKI . '•.-' -'" I F.T. FIRE TREATED T.&G. TONGUE AND GROOVE FIRE PREVENTION CODE: UFC W/ OREGON AMENDMENTS AND TUALATIN I1sHIMA STI&DIO, INC. Attach .......... ; FTG. FOOTING THK. THICK TOTAL AREA (PER L.O.D.) 2,715 SF '88 'A. HOWSTON AVE, SUITE 103 ELECTRICAL .lab Address: q.3- t� wok �-�� Z-A FURR. FURRING T.P. TOP OF PAVEMENT VALLEY FORE AND RESCUE 99-01 PASADENA, CA 91106 MILLWORK SUPPLIER AA1AV . FLIT. FUTURE T.P.D. TOILET PAPER DISPENSER SALES AREA 2,297 SF (626)449-1990 FAX (626)449-193L HALLMARK METAMORA t�` STO1,K ROOM 331 SF CONTACT. BRIAN OSHIMA 501 E. MADISON STREET E1.1 POWER & SIGNAL PLANS T.V. TELEVISION SEISMIC: NUSIG, NATIONAL UNIFORM SEISMIC INSTALLATION GUIDE GA. GAUGE T.W. TOP OF WALL MISC. 87 SF ARCHITECT OF RECORD METAMORA, IL 61548 E1.2 LIGHTING PLANS GALV. GALVANIZED TYP. TYPICAL J.E. KRAUSE ARCHITECT P.C. (309) 637-9124 FAX: (309) 367-9187 E2.1 SYMBOL_ LEGEND, ONE-LIME, SCHEDULES, NOTES G.C. GRAB BAR LOCAL AUTHORITIES HAVING JURISDICTION. E 15259 S - 82nd DRIVE, STE. 202 CONTACT: BILL MAHET: TOTAL COMBINED ARA 2,715 SF CLACI(AMAS, OR 97015 E3.1 LCC DIAGRAM AND DETAILS GL GLASS UHF, UNFINISHED CND. GROUND U.N.O. UNLESS NOTED OTHERWISE REPRESENTATIVES_FOR GOVERNMENT AGENCIES (503) 656-4111 FAX (503) 656-6297 STOREFRONT SIGN SUPPLIER E4.1 ELECTRICAL SPECIFICATIONS GR. GRADE UR. URINAL OCCUPANT LOADS: CONTACT: JOE KRAUSE FEDERAL HEATH SIGN GYP. GYPSUMMECHANICAL / ELECTRICAL ENGINEER 1820 PEACOCK BLVD., SUITE H T VERT. VERTICAL CITY Y & COUNTY AGENCIES: SALES (2,297 SF O 30 SF/OCC) 77 DP CONSULTING ENGINEER OCEANSIDE, CA 92056 FIXTURE H.B. HOSE BIBB VEST. VESTIBULE NON-SALES ( 418 SF O 300 SF/OCC) 1 3950 HIGHWAY 360, SUITE 101 (760) 631-5050 FAX (760) 631-5065 H.C. HOLLOW CORE V.I.F. VERIFY IN FIELD BUILDING DEPARTMENT CITY OF TIGARD - GRAPEVINE, TX 76051 CONTACT: SUSAN TURNER x250 F1 FIXTURE PLAN HDWD. HARDWOCD 13125 S.W. HALL BOULEVARD TOTAL C�CUPANT LOAD : 78 (817) 410-2858 HDWE. HARDWARE W. WEST TIGARD, OREGON 97223 CONTACT. ELIZABETH kINEGAS DOOR SUPPLIER H.M. HOLLOW METAL. W/ HATH 503 639-4171 LIGHTING METRO DOOR �. ►per I10RIZ. HORIZONTAL W/0 WITHOUT ( ) REGENCY 11Grc1TNG 99 SMITHIOWN BYPASS, 2nd FLOOR �-�F.�+ ��'� ®-i-�; FIRE MARSHALL A TIN VALLEY FIRE do RESCUE EXITS REQUIRED : 2 HAUPPAUGE, NY 11788 F irc tipriul.l�r .� HR. HOUR W.C. WATER COOLER 16865 ARMINTA STREET Occupancy Type HT./HGT. HEIGHT Wo. WOOD (5503) 526-2469 EXITS PROVIDED 2 VAN NUYS, CA 91406 (800) 669-3667 FAX-(631) 382-3636 F:irc ALimi Occupancy Load ° WP. WATERPROOFDEPARTMENT OF HEALTH WASHINGTON COUNTY HEALTH DEPARTMENT (800) 806.6295 FAX (818) 785.1611 CONTACT: GAYLE NIL:chanical Construction Type .1S„ .� I.D. INSIDE DIAMETER (DIM.) WSCT. WAINSCOT INSUL INSULATION WT. WEIGH, OFFICE OF ENVIRONMENTAL HEALTH Ruled Corridor CONTACT: PATTY BARBA Plumbing INT. INTERIOR T (503) 648-8722 FLOORING�RINVENDOR ElectT'ruosrlE:raiginecring � Energy CC" c:�L. �fv�� . �-� A,cc"ibIIIty 6330 SAN VICENTE BLVD., STE 110 Shop Dr wings LOS ANGELES, CA 90048 Other 1115415 L 715G15L�� J Washington 20 -0 015 9653 (323) 985-9500 f R� Ro�'T t3UP2004-00015 - -------- --- �_- CONTACT: MICHAEL REl1H REVISIONS DATE o I SHEET TITLE ?� u j l ,�D� 0_1105/04 0 p O �� C OVER SHEET O 188 North Holliston Ave. Suite 103 `'�! KRAUSE /� -• .•- �� PLAN CHECK!BID �_ FT, A oowonao�w�� ama�ww nv Pasadena, California 91106Ago SEP K�I�1SE � w ARCHITECT P, C, Phone: 626.449.1990 IGON / WASHINGTON SQUARE MALL N (503)656-4111 Fax: 626.449.1935 AO Ll Fax CLIC 9585 S.W. WASHINGTON SQ. RD. `� C, -� 157.59 S.0 82 Or o Suite 202 _ O s h i m a S t u d i o I n c `l? � OFFICE COPf iill CIe ckamas Oregon 97015 - V OF oV JOB NO. PORTLAND, OR 97223 1 ITE NUMBER T N --- --- - --- -._ - _ - - --- - 2335 12335AO.dwg I i is NOTICE: IF THE PRINT OR TYPE ON ANY pill - II IIIIII_I IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE C� _ No 36 ORIGINAL DOCUMENT E e11Z 8Z LZ eZ til 6ZCZieiGIIoffTSljil'(1 �LfII.IIIITI IIIIIIIIIilli IIII�IIII IIII�IIII Iillillll IIID►IIIIIII�IIIIIIIII�I►IIIII�I illlll ► � Il��lll► �ITIII OR /WINDOW SCHEDULE _-V FRAME DETAILS HDWR I DOOR LOCATION SIZE DOOR REFLECTED CEILING LA GENERAL NG-i ES - - - GROUP LABEL + RATINGIR EMARKS GENERAL NOTES FIRE DEPARTMENT NOTES TYPE MAT'L THK FIN MAT'L TIN HEAD JAMB SILL. 1. AI_l_ CEILING HEIGHTS INDICATED ARE FROM FL('rR TO `1 ENTRY _ _ _ __ O.H. R�JLLING GRILLE-SEE SPECS/ PAINT BOT70M OF TRACSC TO MATCH ADD. WOOD FINISH 1. ALL DIMENSIONS ARE TO THE FACE OF FINISH UNLESS 01HER0,6E 1. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE FINISHED CEILING, U.N.O... 8'-0" X 12'-0" A M'L MTL - - NOTED OR INDICATED. REQUIREMENTS. O - -�- -- --- -- 2. ALL DIMENSIONS ARE TO THE FACE OF FINISH UNLESS OTHEHWI`)E TOILET ROOM S-0" X 8'-0" B WD 1 3/4' P-2 MTL P-2 A6 A6 A6 1 COLOR OF FRAME (0055 SEMIGLOSS) 2. ALL ITEMS ARE I•,IEW UNLESS OTHERWISE NOTED OR INDICATED. 2. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER NOTED OR INDICATED. t _ _ _____ __ _ AND LOCATION AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR 3 - ---- 3. INSTALL TEMPORARY BARRIERS AS REQUIRED TO MINIMIZE THE BACKROOM 3'-0" X T-0" B WD 1 3/4' P-3 MTL P-2 2 2 2 1 -� - - _ - 3. REFER TO ELECTRICAL DRAWINGS FOR EXACT NUMBER AND TYPO OF -_..--- - A6 A6 A6 VIEWER AT 5'-O" AFF SPREAD OF DUST, DEBRIS, ODORS, ETC. INTO THE EXISTING BUILDING. 3• GENERAL CONTRACTOR SHALL COORDINATE AND/OR INSTALL ANY SMOKE LIGHT FIXTURES TO BE PROVIDED. NOTIFY ARCHITECT SHOULD ANY I 4 - J i - Utl-ECTION AND/OR FIRE ALARM CONNECTORS AS REQUIRED PER LANDLORD. DISCREPANCIES OCCUR. EXIT DOOR 3-0" X 7'-0" C MTL 1 3/4' P-3 HM P_^ _ _ _ 2 20 - �- 4. INSTALL TEMPORARY BARRIERS, WAL'_S CEILINGS, ETC. REQUIRED MIN. TO PROTECT PEDESTRIANS. 4. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE DEPARTMENT 4. COORD'' TE CEILINGS WITH MECHANICAL, SEE MECHANICAL PLAN FOR - - -� _ 5. THE FULL EXTENT OF DEMOLITION, CUTTING AND PATCHING IS NOT BEFORE BUILDINGS ARE OCCUPIED. LOCATIONS OF ALL DIFFUSERS, DUCTS, RETURN AIR GRILLES, SPRINKLERS a SHOWN. THE CONTRACTOR SHALL PERFORM ALL DEMOLITION, AND ANY A.!1DITIONAL MECHANICAL EQUIPMENT. CUTTING AND PATCHING AS REQUIRED TO INCORPORATE THE 5. DURING CONSTRUCTION, THE GENERAL CONTRACTOR !S TO PROVIDE A ROOM FINISH SCHEDULE NEW WORK INTO THE EXISTING BUILDING AND SITE. WIITHINB(75PORTALEFIFT) FOORE TUISHER WITH A RTRAVELDISTANCE TONALLTIGOF NOT LESS TAN 2-A PORTIONS OF FTHE BUILDING f-- 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IGcNTIFYING T-IE ON EACH FLOOR. SPACE to WALLS = TYPES OF MATERIALS TO BE DEMOLISHED. 6, ALL DECORtiTIONS USED SHALL BE NON-COMBUSTIBLE OR BE FLAMED O z REMARKS SEE REFLECTED CEILING PLAN FOR SOFFIT HEIGHTS. (U W NOTE: SOFFIT FACE / BOTTOM TO MATCH WALL 7. EXISTING ITEMS (TO REMAIN) DAMAGED BY THE CONTRACTOR IN PROOFED IN AN APPROVED MANNER. NO. i NAME 0 w Z �r I Z = THE EXECUTION OF THE CONTRACT DOCUMENTS SHALL BE RESTORED N _ J I t" _, FINISH (TYP.) TO ITS FORMER CONDITION OR REPLACED BY THE CONTRACTOR, AS 7. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD Q DIRECTED BY THE OWNER AND TO THE SATISFACTION OF THE OWNER, INSPECTOR (MINIMUM 2). `- m U Z W LO U 0 WITHOUT AN INCREASE OF THE CONTRACT SUM AND WITHOUT AN EXTENSION OF THE CONTRACT TIME. DAMAGED EXISTING ITEMS TO 8. ALL AREAS SHALL HAVE SMOKE DETECTORS. 101 SALES AREA FO,F1,F2 B1 W5 W1,V2 W1,W2,W4,W5 W1,W2,W4,W5 W1,W2,W4,W5 W1,W2,W4,W5 C2 REMAIN SHALL INCLUDE, JUT IS NOT LIMITED TO VISIBLE AND MINIMUM 1 DhTECTOR FOR EVERY 900 SF. F3 - P1 - 12'' O" CONCEALED ITEMS, EXISTING ITEMS NOT SHOWN ON THE CONTRACT 102 BACK ROOM FO,F3 B2 W7 -W1 W1 W1,W3 WI - - --- - DOCUMENTS AND EXISTINC ITEMS NOT SHOWN ON THE RECORD C3 12'-0" CLEAN ROOM TILE DRAWINGS. 10. ANY REQUIRED FIRE DAMPER ASSEMBLIES INCLUDING SLEEVES AND - - - -_ P2 F'2 P2 _ P2 INSTALLATION PROCEDURES SHALL. BE APPROVED BY THE BUILDING 103 � TOILET ROOM FO,F4 84 W6 - W1 W1 - W1,W3 W1 - - ----- - - - 8. WHERE EXISTING FINISHES (SUCH AS, BUT NOT LIMITED TO, PAINT, INSPECTOR PRIOR TO INSTALLATION P2 P'' P2 P2 C1 8'-0" COUNTER - rOUNTAINHEAD 'ARABIAN SAND' FM 2-15 FLOORING, BASES, CEILINGS, ETC.) ARE REMOVED AND REPLACED --- -- -- - - -_- - WITH NEW FINISHES. THE CONTRACTOR SHALL PERFORM ALL 11. LOW LEVEL EXIT SIGNS AND EXIT PATH MARKINGS TO BE INSTALLED PREPARATORY WORK REQUIRED TO INSTALL THE NEW FINISHES. WHERE REQUIRED BY CODE. - --- - 9. PORTIONS OF THE BUILDING SHALL BE OCCUPIED DURING THE SOURCE: F ILLUMINATED STRIP - "ACTIVE SAFETY" #AC-4 OR EQUAL NTIRE COURSE OF CONSTRUCTION. CONTRACTOR SHALL MAINTAIN EXIT SIGN - "PEMTECO" PERMEX P-160 SERIES OR EQUAL ALL UTILITY SERVICES TO THE OCCUPIED AREAS. 10, WHERE A SPECIFIC CONSTRUCTION TASK ADVERSELY IMPACTS THE 12. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DENDIITION SHALL DOOR NOTES OCCUPANTS OF THE BUILDING, THE OWNER RESERVES THE RIGHT DOOR R TYPES TO REQUIRE THE SPECIFIC TASK TO BE ACCOMPLISHED DURING BE IN ACCORDANCE W.rH CFC ARTICLE 87. 1. DOORS WITHIN PATH OF TRAVEL FOR HANDICAPPED 13. LOCK CORES: PROVIDED BY OWNER, INSTALLED NON-BUSINESS HOURS AS DETERMINED BY THE OWNER. 13. ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A ' TO BE. OPENABLE NTH A SINGLE EFFORT BY LEVER TYPE, BY OWNER. 11, PLANS MUST BE KEPT ON WORK SITE, POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR PANIC BAR OR PUSH/PULL HARDWARE. 14. G.C. TO PROVIDE CONSTRUCTION CORES DURING ROAD FRONTING THE PROPERTY. ALL EXIT DOORS TO BE OPENABLE FROM THE INSIDE 12, PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, `• CONSTRUCTION. WITHOUT USE OF A KEY OR ANY SPECIAL SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS, MUST BE SUBMITTED TC, 14. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS: FIRE- KNOWLEDGE OR EFFORT. 15. PROVIDE REMOVABLE FAL';ON 7 PIN BRUSHED AND APPROVED BY, THE FIRE PREVENTION BUREAU BEFORE THIS EQUIPMENT EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC SPRINKLERS AND OTHER 3. DOOR CLOSERS 11 BE ADJUSTED TO PROVIDE CHROME LOCK CYLINDERS IN ALL DESIGNATED EXIT IS INSTALLED. ARE-PROTECTION SYSTEMS SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY DOOR LOCKS. G.C. RETROFIT LOCK CYLINDER 10 'b FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. } .4 MAXIMUM EFFORT TO OPERATE OF 5 LBF. ACCOMMODATE FALCON 7 PIN CYLINDER. 114 AT FIRE FOOR USE MINIMUM FORCE ACCEPTABLE "IR 15. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER BY FIRE MARSHAL 16. HARDWARE CONTRACTOR IS RESPONS{BLE FOR SYSTEMS AND WATER-FLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL 4. THRESHOLD SHALL NOT EXCEED 1/2' IN HEIGHT PROVIDING PROPER HARDWARE INCLUDING BACKSETS, KICKPLATE BE ELECTRICALLY MONITORED WHERE THE NUMBER OF SPRINKLERS IS 4 5. ALL WOOL AND H.M. DOORS TO HAVE 1-1/2" STRIKES, ETC. CAUTION: H.M. DOORS TAKE LARGER WHERE 100 MORE. PAIR BUTTS PER LEAF. STRIKES THAN SOLID CORE DOORS. OCCURS 16, 1<) 6. BOTH SIDES OF DOORS SHALL BE FINISHED _ 'a 16. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH CFC, THE SAME, UNLESS OTHERWISE NOTED. of-o',� 7. ALL WOOD DOOR FRAMES AND TRIM SHALL FIE A.W.I. OR V;,I.C. CUSTOM GRADE U.O.N. TYPE A TYPE 8 B. UNLESS NOTED OTHERWISE, DOORS NOT LOCATED OVERHEAD ROLL UP SOLID CORE WD BY DIMESION SHALL BE CENTERED IN THE GRILLE DOOR WALL OR LOCATED 4" FROM FINISH WALL TO EDGE OF DOnR BUCK. MATERIAL AND FINISHES S. ALI. LEGAL EXITS SHALL BE PROVIDED WITH SELF-ILLUM. EXIT SIGNS HAVING 6" LETTERS WITH 3/4" STROKES IN CONTRASTING COLORS FLOORS SEE FLOOR FINISH PLAN FOR MATERIALS AND PATTERNS CEILING SEE REFLECTED CEILING PLAN FOR MATERIALS AND PAITERNS NOTES: 10. HARDWARE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER HARDWARE INCLUDING FO CLEAN AND LEVEL CONCRETE SLAB AS REQUIRED THROUGHOUT SPACE. C1 GYPSUM BOARD - 5/8" THICK TYPICAL, UNLESS OTHERWISE NOTED. 1. ALL WOOD INSTALLATION SHALL BE IN COMPLIANCE WITH UNIFORM BUILDING CODE. BACKSETS, STRIKES, ETC. F1 1/8" THICK SOLID VINYL PLANK FLOORING 1.. A DURABLE SIGN WITH CONTRASTING BACKGROUND Io C2 2x2 CEILING TILE - ARMSTRONG CIRRUS BEVELED TEGULAR 2. CEILING SPACES WHERE USED AS RETURN AIR PLENUMS SHAL BE CONSTRUCTED o COLOR:"MAPLE PLANK 7621, 7622 FINELINE DXF GRID - USG 9/16 OF NON-COMBUSTIBLE MATERIALS COMPLYING WITH THE UNIFORM BUILDING CODE. SHALL BE PLACED OVER ALL EXIT DOORS STATING I SIZE.: 3 "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS c un MANUF.: TOLI INTERNATIONAL C3 206/8" "CLEAN ROOM VL" CEILING TILE - ARMSTRONG HOURS." "LIGHTWOOD" SERIES OR EQUAL (NON-PERFORATED) #870 3. ALL WOOD USED IN WAL_ ASSEMBLY SHALL BE FIRE RETARDANT TREATED WOOD. ° F1 TOLI - MALE 12. DEADBOLTS ARE NOT PERMITTED ON EXIT DOORS. -- BLUE 6009 W 15/16', COLOR WHITE 0 BACKROOM ONLY F1B TOLI - LINOTESTA RED 523 F1C TOLI - LINOTESTA YELLOW 527 PAINTZ COLOR TYPE C FID TOLI - LINOTESTA LIGHT GREY 516 HOLLOW METAL DOOR W/ ONE-WAY VIEWER, 20 MIN. FIRE RATED FTE TOLI - MALE DARK GREY 654 PO PAINT - PI, P2, P3 2 i MANUFACTURER: BENJAMIN MOORE F2 CARPET, DIRECT GLUE-DOWN - LEES NEOFLOOR - MONTANA 04d GREY COLOR: - 0055 INSET LETTERS: MONTANA 037 BLUE FLAME SPREAD RATING (OVER G.W.B.) HARDWARE GROUPS 1. ANY SUBSTITUTIONS TO BE SUBMITTED NTH CATALOG FOR ARCH. APPROVAL RES TFC O 0 M FIXTURE / ACCESSORIES S C H E D U I_E ENTRY: MONTANA 013 RED FLAT LATEX - 10. SEMI-GLOSS LATEX - 15. EGGSHELL VINYL LATEX - 10 ' 2. GENERAL CONTRACTOR TO INSTALL LOCKSETS WITH CONSTRUCTION CORES. SMOKE DENSITY RATING: { FLAT LATEX - 5. SEMI-GLOSS LATEX - 0. EGGSHELL VINYL LATEX - 5 3. SUBMIT (3) COPIES OF HARDWARE UST AND CUT SHEETS. FIXTURE / ACCESSORIES MANUFACTURER DESCRIPTIGI4 REMARKS F3 SHEET VINYL ; SOURCE: ARMSTRONG 4, CONTRACTOR TO ORDER ALL HARDWARE IMMEDIATELY UPON APPROVAL OF HARDWARE UST. - TRANSLATIONS" #31798 BLACK, !-TEAT WELD ALUMINUM TOP CAP AND RUBBER P1 FIAT LATEX FILLET STRIPS AT COVE BASE PROVIDED AND INSTALLED BY G.C. r TOILET AMERICAN STANDARD CADET 1.6 � PLUMBING PLANS GYP. BD. / PLASTER: FIRST COAT - PIGMENTED SEALER QTY. DESCR'PTION FINISH MANUFACTURER �A FOR ADDI110NAL INFO. SECOND & THIRD COATS - FLAT VINYL LATEX F4 CERAMIC TILE: DAL-TILE 0714 MATTE STEEL COLOR: - 0055 LAVATORYAMERICAN STANDARD OVALYN .r, UNDER SEE PLUMBING PLANS 6X6 W/ 6 COVE BASE W/ MAPEI #27 (SILVER) GROUT COUNTER LAVATORY FOR ADDITIONAL INFO. P2 SEMI-GLOSS LATEX ENAMEL GROUP 1 SALES TO TOILET ROOM / SALES TO BACK ROOM ------ GYP. BD. / PLASTER: FIRST COAT - PIGMENTED SEALERSIT PLUMBING PLANS s - - LAVATORY FAUCET WALL BASE 1 1/2 PR. HEAVY DUTY HINGE / " / ' AMERICAN STANDARD HERITAGE FOR ADDITIONAL INFO. SECOND COAT - VINYL LATEX ENAMEL UNDERCOAT / ,�FBB179,4 12 xa 1 2 US 26C STANLEY THIRD COAT - SEMI-GLOSS LATEX ENAMEL I LOCKSET 0405, ATHENS _ _ 626 SCHLAGE B1 WOOD BASE - TO MATCH FLOORING WOOD: FIRST COAT - OIL BASE ENAMEL UNDERCOAT 1 CLOSER,_#1461 AL REFER TO DRAWINGS FOR BASE PROFILE & DIMENSIONS SECOND & THIRD COATS - SEMI GLOSS LATEX ENAMEL LCN STAINLESS STEEL FERROUS METAL: FIRST COAT - ZINC CHROMATE (OMIT IF SHOP PRIMED) 1 KICK PLATES_, 18400,10" HIGHx34" 440E _ B26D IVES GRAB BARS BOBRICK 18-6206 36' BACK, 42' SIDES B2 SHEET VINYL COVE BASE - BACK ROOM SECOND & THIRD COATS A SEMI GLOSS LATEX ENAMEL 1 DOOR STOP, I436 B26D _ IVES 83 SHEET VINYL GALVANIZED METAL: PRE-TREAT WITH PHOSPHORIC AICD ETCH PROVIDED BY 1 � DOOR HOLDEN;,X455 _ _ SATIN STAINLESS STEEL IVES HAND DRYER TENANT (SHIPPED W/ SURFACE MOUNT G.C. TO INSTAR. 1 0 PROC. FIRST COAT - ZINC DUST PRIMER 1 SET DOOR SILENCER GJ-64 _ _ _ - GLYNN - JOHNSON _ MILLWORK PACKAOE) SINK, PROVIDE BACKING AS REQ'D. B4 CERAMIC GLAZEC 111 F: DAL-TILE 0714 MATTE STEEL SECOND & THIRD COATS - SEMI GLOSS LATEX ENAMEL COLOR: - 0055 PROVIDED BY DECK MOUNT 0 TOILET 6"X6" W,7 6" COVE BASE W/ MAPEI #27 (SILVER) GROU-i ' GROUP 2 SALES TO EXIT CORRIDOR SOAP DISPENSER TENANT (SHIPPED W/ SURFACE MOUNT 0 G.C. TO INSTALL 1 0 RR, 1 0 PROC. ALL P3 EGGSHELL VINYL LATEX ENAMELMILLWORK PACKAGE) PROC. SINK `:INK, PROVIDE BACKING AS REQ-0. GYP. BD.: FIRST COAT - VINYL. LATEX ENAMEL UNDERCOAT 1 f 1�2 PR. BUTTS FBIB 179, 4 1 2"X 4 1/2" US26D STANLEY _ " SECOND & THIRD COATS - VINYL LATEX EGGSHELL ENAMEL tl 1 VIEWER U700B260 MOUNT 0+5'-0" A.F.F. 626 IVES -} - BOBRICK STAINLESS STEEL SURFACE MOUNTED W1 C'fPSUM BOARD - 5/8 THICK UNLESS OTHERWISE NOTED TOILET SEAT COVER DISPENSER WOOD: FIRST COAT - OIL BASE ENAMEL UNDERCOAT 1 1 - CLOSER, 1461 AL LCN ` - # B-221 PROVIDE BACKING AS REQ'D W2 PAINT OVER GYP. BOARD SECOND & THIRD COATS - 0055 W3 CORNER GUARD - AS SHOWN ON PLAN & DETAIL LOCK GUARD, LP-2C - --- GLYNN-JOHNSON POBRICK STAINLESS STEEL TWO ROLL, SURFACE SOURCE: PARD - GRAY, 48" LENGTH. TOILET PAPER DISPENSER � CURTAINS LOCATED AS DESIGNATED ON PLAN 1 DETEX LOCK ECL 130D_ - DEIEX - # 8-7686 MOUNTED W4 FABRIC-WRAPPED MICOR PANELS FABRIC ( 1 RIMCY_!_INDER 1-E72X) _ _ US26D � _ FALCON � 14" X 24" ATTACH TO WALLS AS SHOWN 0"� ELEVATIONS - FABRIC F81 CURTAIN TRACK BY P.P.) 1_SET SMOKE SEALS, -- KOALA; PROVIDED BY 22•X36" HORIZONTAL _ _ S880-17 _ WHITE PEMKO _ BABY CHANgNG STAl10N TENANT SHIPPED W DESIGN ( / W5 VINYL WAINSCOT - 3" VINYL PLANK F91 MANUFACTURER: INNVIRONMENTS 1 SET SILENCERS,-GJ64 -- _- - GLYNN-JOHNSON MILLWORK PACKAGE) POLI 'LIGHTWOOD" SERIES # 7621, 7622 COLOR: - LINEN 3204 - BEECHNUT STOP, 436_ B26D IVES - PROVIDED BY W6 GLAZED CERAMIC TILE: 6"X6" DAL-TILE 0714 MATTE STEEL F132 MANUFACTURER: ARC COM ---�- ----� --- -�-- -- PAPER TOWEL DISPENSER TENANT SHIPPED W/ SURFACE MOUNT G.C. TO INSTALL 1 0 PROC, W/ MAPEI If 27 (SILVER) GROUT NAME: iLLUMINATICA AC-66363 (FOG#4) MILLWORK PACKAGE) -y SINK, PROVIDE BACKING AS REQ'D. YY7 PLASTIC LAMINATE WALL PANELING WAINSCOT - FORMICA 918-58 NEUTRAL WHITE ALTERNATE: CHARISMA PLUSH AC-6642.8 (OYSTER#19) PROVIDEU BY STAINLESS STEEL G.C. TO INSTALL PROVIDED BY MILLWORK SUPPLIER AS SHOWN ON ELEVAriON ELECTRIC HAND DRYER TENANT (SHIPPED ) Washington Sq. Rd. M2 A,9653 MILLWORK PACKAGE) BOBRICK 1 709 PROVIDE BACKING AS REOb BUP200a-00015 2 of 33 ----- --- -- REVISIONS ----- - --- - _ DATE _ SHEET TITLE �a 1� „�k/x 01105104 O � o � p � � � NOTES �..� Q /� 188 North Holliston Ave. Suite 103 Pl_AN CHECK I BID aE .� Pasadena, California 91106 ~ SEPk E. KRAU ARCNIT CTP, C, •- DO Phone. 676.449.1990 WASHINGTON SQUARE MALL ° v" (503)656-411: a Fax: 6�6,449.1935 ' ' � r A01 � Fax(50-3)656 ,n LAC AS OREGON 9585 S.W. WASHINGTON SQ. RD. 157.59 S Suite 82 2 O s h m a S t V d ' O ' n C iJ�� ® on 202 �_. Cluckomus Oregon 97015 / • j� �,� OF 0Y� JOB N0. PORT LAND, OR 97223 FILE NUMBER !� 2335 2335AOt.dwg NOTICE: IF THE PRINT OR TYPE ON ANY E l l I l i l l l l III I I III III I I i l III III I I III III III III ' III III III I I III I I 1 l l l Ill III III I I 1 I 1 l Jill I I I III III III III III I ! l l ! Ill I I I I I I I III III I I I ' I I I I I III h i l l I J- I I i II I I II I i I I I I I I i l i IMAGE IS NOT AS CLEAR AS THIS NOTICE, - _I 1 -- - l I _ l - -_I -- 4�- 61 - --I --�- $� - -I I lU i 1 1� �� . - - 1_ _l � � IT IS DUE TO THE QUALITY OF THE No 3s _•. -T--- / , � ORIGINAL_ DOCUMENT -- - -- - - -- -- - £ 8Z "111,11 3Z LZ 9Z Z ibZ £Z Z IfZ UZ 8lI 13T GI 9I 9I b1I I S1i i Z�i IT I� ( i 8 B L 9 Si 3 £ Z Ia�rll" � �1!I`►�l�lll��ll �►I► II►I��Iil�l��l��lll►I�Il�►lll�►Il l��l�lallll►I11 Il lad l►II I � ++ I �� I � 1 � I I ► , Ill I I ILII I ►Illllll►�► IIIIIIIII�IIII�IIII�lllllllil�ll Illlll�llli�llll !II! VIII IlIIIIIIIIIIIIIIIi ILII .I�Ilullllll�IIIIII�I�►IIIIIIII�II�Lllllllll�llllll11111�1111J11 1111 �>� ��>all►l lh1 m y- M Q` M m >- m m M M p d m d p m W p m 0 = LLj LAj J d z LAJ J d = J Lij � N _j � LAJ V) (/) d =LLJ Z Q = Z Q M z Q N `n z z z T AGE � Z REMARKS STOR EF*R ON T REMARKS ELECTRICAIL-- U_ z REMARKS INTERIOR �AL_ES U _ � REMARKS BACKROOM /S OR - _ _ ELECTRICAL SERVICE LL LL - (E) SERVICE, G.G. TO VERIFY CEILING C C C CEILING — C C C N BARRICADE & GRAPHICS CC C \.'ERIFY W/ LL PRIOR TO BEGINING WORK -- GC TO COORD INSTALLATION ELECTRICAL PANELS C C - - PARTI11ONS C C C LAB COUNTER PP C C SIGN PP PP PP W TFNANT`S VENDOR EMERGENCY LIGHTS PP C C GYPSUM BOARD C C C PEDESTAL CABINETS PP C C GLAZING C C C ` LAMPING PP C C PAINTING / FINISHING C C C FLOORING / BASE / ADHESIVE _ PP C C OVERHEAD GRILLE _ PP PP PP LIGHT FIXTURES PP C C GC TO COORD. W/ REGENCY COLUMN FINISH (AS NOTED) C C C REFRIGERATOR PP PP - _ ENTRY FLOORING / ADHESIVE / CLOSURE STRIP PP C C MALL FLOORING TO CLOSURE BY GC METER SOCKET C C C MENUBOARD _ — PP C C STANDARDS / BRACKETS / SHELVING PP C C STOREFRONT BASE / HEADERS C C C OUTLETS, SWITCHES C C C MUSLIN TRACKS PP C C CUT CTR. SECT. TO FIT REQ'D DIM. PAINTING / FINISHING C C C NEUTRAL PIERS LL LL. C POWER TO SIGN C C MUSLIN BACKDROPS / BRACKET PP PP - HOOK STRIPS PP PP - BULKHEAD C C C 0 NEW LEASE UNE SIGN TIMECLOCKC C C CURTAIN & ROD ® CAMERA ROOMS PP C C AT STORAGE OPENINGS STORAGE RACK PP PP TRANSFORMER C C C CURTAIN ® CAMERA ROOM PP C - COAT RACK - PP C C TELEPHONE / DATA CONDUITS C C C WAINSCOT PANELS FC C C WIRE SHELF & BRACKET PP C C _ ?�LEPHONE / DATA FcED PP PP - G.C. TO COORDINATE W/ TENANT'S VENDOR FABRIC WRAPPED PANELS C C C COORD. W. PP _ FRP ® PROCESSING SINK C C C TV / VCR PP PP - GRAPHIC HANGERS PP PP PP 0 GRAPHIC WALLS PAPER TOWEL DISPENSER PP C C _ SPEAKERS PP C C ALL HOMERUNS TO MGR'S FLOORING PP C C COORD. W/ SCS SOAP DISPENSER PP C C SALISBURY INDUSTRIES (2) 62165 TRAPEZE PIPING FIXTURE PP C C LOCKERS C C C 1 62365 GRAY- } >- M m M M m r m m >- m m d o m d Ld p m o m ow d w w N J � N J N J a z Z ¢ z z Q z cn Z Z � z Z REMARKS PL_U M B! N G U_ Z REMARKS GENERAL j af Of ? REMARKS HVAC w _ � REMARKS RESTROOM _ - — VAV UNIT C C C FLOORING/BASE/ADHESIVE/TRANSITION STRIPS PP C C FIRE SPRINKLER MAIN/CUT OFF LL - - COORD. W/ LL DEMISING WALL STUDS - -- - DUCT WORK C C C CEILING C C C FIRE SPRINKLER GRID'S HEADS C C C DEMISING WAIL GYB. 8D. C C G.C. TO MOD./ADD AS REQ'D DIFFUSERS C C C LAVATORY W/ SHROUD C C C SEE MECH. FOR SPECS. WATER STUB - - - —__ CASH REGISTERS PP PP — RETURN AIR GRILLES C C C TOILET C C C SEE MECH. FOR SPECS. PLUMBING VENT STUB C u C CONDUITS C C C Alli PALANCING C C C ELECTRIC HAND DRYER PP C C PROVIDE BACKING AS REQUIRED STUB-IN SEWER C C C DATA WIRING PP PP - G.C. TO COORD. INSTALL W/ VENDOR ROOF WORK C C C SOAP DISPENSER - PP C C DECK MOUNTED BACKROOM FLOOR SINK C C C JOSAM 149034AS-3 (NO SUBSTITUTIONS) CLEANUP C C C SMOKE EVACUATION SYSTEM C C C IF APPLICABLE TOILET SEAT COVER DISPENSER C C C BACKROOM PROC. SINK & STAND PP C C PAKOR FIBERGLASS SINK PART #953.6901 CONCRETE SLAB - - = G.C. TO MOD./ADD AS REQ`D SIMM FAiW SC-01 MK-toot, >r/ 9wlrt FLOOR PREPARATION C C C EXHAUST FAN OVER PROC. EQUIP. C C C TOILET PAPER DISPENSLER C C C PROCESS SINK FAUCET . 9ARDWARE C C C M HM eB CDKC oN, No SUBS11 TIO s _ TOILET EXHAUST FAN C C C H.C. GRAB BARS C C C EYEWASH STATION C C C FIRE EXTINGUISHERS C C C PER FIRS MARSHAL DISPLAY HARDWARE IN FIXTURES FC C C TOILET EXHAUST DUCT STUB C C C 'KOALA' BABY CHANGING STATION PP C C D _ FIRE ALARM SYSTEM C C C DOOR & BATHROOM SIGNS C C C MILLWORK FIXTURES FC C C LIGHT STAT C C C PP NATIONAL ACCOUNT W/ UGHT STAT CERAMIC TILE C C C WALLS / FLOORS 10' ALUM. LADDER ( NEW ) C C - TO BE LEFT ® JOB SITE IN BACKRM WASTE BASKET PP PP - DEMOLITION C C C MIRROR C C C DUMPSTERS C C C BEN%H C C C C CONTRACTOR (SUBCONTRACTOR) PP PICTURE PEOPLE LL LANDLORD N/A NOT APPLICABLE CORIAN COUNTER C C C VERIFY COLOR W/ PP FC FIXTURE CONTRACTOR F SCOPE OF WORK O Q SUBCONTRACTOR TO SUBMIT I w ca FOUR (4) COPIES EACH OF Y N Cr THE FOLLOWING TO < U-i �, J THE GENERAL CONTRACTOR z a U �- " UJI z z `" M i� V) ~ o 5-' z w U_ o X oz a ! ,. o a_ U_5 w � d �- Q X a m z 1i w a w OcUn O z z w w p > X U j Ln o to (n z U a W w a a cn cn > U z w O �-- ¢ O ¢ O J °- w a F— Q 4 O a SHOP DRAWINGS XX X X SPECIFICATIONS X X X X X X X X 'F SAMPLES X X X X X X X X i ti I 1 { 3 p Washin3tooln Sa. R3, M2-A,9653 SUBMITTAL_ SCHEDULE B U P 2004-OOU 15 i -- - ---- - DATE r, SHEET TITLE _ --_ ------___�-� -- REVISIONS � -_�- ^_ 01/05104 O o Oao O SCOPc OF WORK� � 1A8 Narth Holliston Ave. Suite 103 �� ,/ PLAN CHECK 1 BID „ o,A �m w SUBMITTAL SCHEDULE ti KRAUSE o � / Pasadena,Phoneal62fin449 1990 JOSEPH E. KRA WASHINGTON SQUARE MALL ARCHITECT P, C, A .— 1,�i -___ (503)656-4111 Q Fax. 626.4a9.1935 9585 S.W. WASHINGTON SO. RD. A012 OREGON Fax(503)656-6297 -- - -_ 15259 5 F 82 Dr -- - 5ulte202 Q m a s t u d i o n c �� p 61 PORTLAND, OR 97223 Clackamas,Ureyon 97015 OF JOB NO. r n --- Fill NUMBER 233 .—__- 2335A02.dwg IIIIII IIII1IIIII 1 � 1 1 I I IIIIII 11IN __-l l l NOTICE: IF T HE PRINT OR TYPE ON ANY -1 I I_ III4IlI�IIIIIII V I I I 5 l II_II_II_I I_IIIII6II 1_I-�-I I I I I 5j� _1 III1 12 A F I N T AS CLEAR AS THIS NOTI E IT IS DUE TO THE QUALITY OF THE _ IIE�I � L�Z � 8iZ` ZI ► 7. 8 � 141111 -ell T II�IILlllll�ll8l -1 ORIGINAL II ,8II�I1`1 III9IIII►III�IIli ►I8I a 1s' J.C. PENNY : a EXTERIOR PARK!NG .I THE PICTURE PEOPLE MrERVYN'S WASHINGTON SQUARE MALL SPACE NO. M-2A �- PORTLAND, OREGON 97281 FOOD COURT a SEARS �4 t 7 METER & FRANK NORDSTROM EXTERIOR PARKING N --- Washington Sq. Rd,M2-A,9653 i BUP2004-00 4 of 33 MALL PLAN SCALE: 1/4"=1'-0• ') -------^-- ------ - REVISIONS �__��______..___� I DATE � ,---� SHEE r TITLE ; 01/'05/04 MALL PLAN LU • � � PLAN CHECK I BID © O 188 North Holliston Ave. Suite 103 KRAUSE A � Pasadena, California 91106 t osEV PH ARCHITECT P, C, Z Phone: 626.449.1990 WASHINGTON SQUARE MALL Fax: 626.449.193 j A013 (503)656-4111 KUS, OREGON Fay(503)656-6297 9588 S.W, WASHINGTON SQ. RD. 152595E 82 Dr s h i m a s t u d i o , n c . � � PORTLAND OR 97223 sere 202 OF 0 JOB N0. FILE NUMBER Clack°mns Oregon 97015 — - -� 2335403.dWg --— 2335 NOTICE: IF THE PRINT OR TYPE ON ANY III III III III III III III IIII I I I I I I I III I I III III I I I I I I I III III III III III III III III III III III III III III III III 'l l III III III III III I I l i l i III III I I I I I I I III 1 I 1 V I I II I 1 1 2 1 I I I 1 1 1 5 I I 1 01'- IMAGE IS NOT AS CLEAR A) THIS NOTICE, - l _ ----___----L _ _ 4L_ 1 _1 IT IS DUE TO THE QUALITY OF THE "° ' ORIGINAL DOCUMENT E ez 8IZ ..1Z 9Z Z �vZ EZ Z iZ oZ et tat Gl 19241K i 4t 6i Si Zt ii I d[ l3 B G I 9 9 r ITS Z I t��w I zl T� � II 11111 II►1'1'1'1'1'1' IIIIIIIIIIIIII IIIIIIIII I►III►IIIA►I►1►►�IIIIIII►IIIII�►III�II�IIII�lllllllllil�J lll�ll� 111J11111�111111�i��►NI► �� IIIII�IIIIIIill,1111111►IIIIill�lll�llllll�ll I(IIIIIIIillllllllllllllilllllllllllllll IIIIIIIIIIIII►1'1' 1'1'1' II III►��III , 11 iII,I �I� III� I tti DEMOLITION NOTES A. GENERAL B. ARCHITECTURE 1. By careful study of the Contract Documents, determine the location of extent of selective demolition1. Doors and Hardware: Remove carefully to avoid damage. to be performed. In company with the Owner, visit Stare doors and hardware to ue rased in a location the site and verify the extent and location of selective designated by Architect. demolition required. 2. Partitions: Remove partition rr ash, studs, plates, - - ' Carefully identify limits of selective demolition. and sills. { I ' Mark interface surfaces as required to enable IC. MECHANICAL AND i I i !RICAL workmen also to Identify items to be removed and - +- items to be left in place intact. 4 II • Prepare and follow an organized plan for 1. Carefully review drawings, an 1 determine lines to be demolition and removal of items. removed and those to be wept active or to be II reactivated. Protect lines t„ remain. Provide for II minimum service interruption of lines to remain. (I 2. General work shall not proceed until all protective II work is placed as required to protect the buildings I II activities, properties, and personnel from the 2. Remove fixtures and ^gwpment ao indicated. When p hazords of the work. Noise, dust, etc., shall be kept to indicated for reuse, dean, vtore as directed, and II I a minimum, by careful handling, dampening, etc., as protect. Identify point of reuse. See mechanical II required drawings for additional information on demolition II required for H.V.A.C.. and plumbing worts. II 3. Existing work damaged in the prosecution of the work II shall be repaired or restored to it's original condition 3. Remove lines completely wherever possible. Cut and 11of the Controctkx s expense. cap, or plug in a positive, rnunner, behind the back I II of finish material. II I 4. Demolition shall bd done only by experienced workers 5 B II using appropriate tools and equipment and provided with 4. Contractor shall maintain and/or reconnect continuity for II all necessary scieguards. all HVAC, Plumbing, Clectricd and Gas utility services 11 that serve other rooms or ureas. II 5. Wherever the removal of any existing finished II surface is required by the drawings and/or 5, Patch and repair all floor penetrations from existing I I II specifications, the contractor shall make due allowance Plumbing, Electrical and Mechanical utilities being demolished. II for finishing all unfinishea surfaces exposed as a result New floor infill shall maintain required fire separation of 11 I of such work. existing slob. L�-- II LJ II 6. All materials removed under this contract which are 6. See Mechanical, Electrical and Plumbing drawings for additional info `•, II net to be selvaged or reined shall become the property of demolition required la HVAC, Electrical and Pwmbing work, the contractor and be promptly removed from the site. At IL _ all times use movable debris boxes, covered, to convey the material through the building. Do not store or 161 I permit debris to accumulate on the site. - - -!I 7. Extreme care shall be exercised to prevent chipping, - - - - - -- - - - - - - - --- - — - -- — - - - - - - -- II - - breakage, bending, and mishandling of all materials. I B. Upon completion of demolition work, leave the II property and adjacent areas clean and satisfactory to the 2 r Architect and Owner. _ ll I 5 7 8 4 y 3 I II ii KEYNOTE LEGEND -- -- ---------- --------------- -------- - ------------------ ------ ------------------------------------ ----- -----•---� T. I11 - �\ (E) WALL TO BE REMOVED � II I I I 3 [] (E) COLUMNS TO REMAIN it i I �J I Ii 6 II li / I (E) DOOR FRAME & HARDWARE TO BE REMOVED rT- II 44 (E) STOREFRONT CONSTRUCTION TO BE REMOVED [4- �i1 II \\ I I II \ I I I (E) CEILING TG BE REMOVED, VERIFY MALL CEILING REMOVAL W% V MANAGER ii L-J (E) ELEC. EQUIPMENT TO BE RELOCATED I d i1 • �7 (E) CEILING LIGHT FIXTURES, TRIM TO BE REMOVED I I I i1 �8 (E) FLOORING TO BE REMOVED FL2 (E) MALL TILE TO BE REMOVED I I I ` I I I I I I i 1 i 1 NP c Washinqton Sq.Rd. M2-A,9653 13UP2004-00015 5 of 33 S DEMOLITION PLAN SCALE: 1;4•=I'-D• 2 NOTES • — REVISIONS -- -- _— I — DATE G� o ----- ba SHEET TiTLE O a p pDEMOLITiOW PLAN w 188 North Holliston Ave. Suite 103 PLAN CHECK!BID - KRAUSE a -- �� Pasadena, California 9'1106 JOSEPH E. K E Cn Phone: 626.449.1990 WASHINGTON SQUARE MALL Al f ARCHITECT P, C, Fax: 626.449.1935 • (503)656-4111 _ _ C KAVAS, OREGON 9585 S.W. WASHINGTON SQ. RD. Fora( 59 656-6297r. ,Y� c---� 152595.E 82 2 Q _ T- - --- — O s n i ren a s t u d o , n c p�, J0B No PORTLAND, OR 97223 FILE NIJMBER ` Suite 202 OF 2335A1.dw Clackamas,Oregon 97015 -- - - ---_ —� i 2335 _ I I- I II I l-_I1i 1I-i- -Ii l-l II_�,I I Il Il IIl �I��I IIl III IIII III IIII I I! til IIII IIIll IJill I IIIII III II IgII II IjIJIJI I9II III I NOTICE: IF THE PRINT OR TYPE ON ANY i I I I 0I I Ili III I—I I I I-I-1I I Ill III -i l l—1 l -I (45 �IMAGE IS NOT AS CLEAR AS THIS NOTICE, I r� IT IS DUE TO THE QUALITY OF THE No.36 l ORIGINAL DOCUMENT24X E 8Z 8Z LZ 8Z Z bZ EZ Z iZ UZ 6i 4JI Li 91t 9t 6l E�i Zt Lt I dt i8 �f� L 9 f 4 I I E Z taxue II IIIIIIIIIIII�II��ullLlllllilll��lllilll�llllllilll111 1 ll�l �u 11111111J1l1W11 L�IIIIL IIIIIN�I f I I i.11 IIIIIIIiI I,Illllll Illllllll tlllllll.11llllllllllil ►i�lllllllllll Il►lilili 111 Il �� I i►Illlll► I►Illlilll�IIII�III� II►�I I► I� I III III IIIIIII► IIII�III► I I 5'-3• — --- - 8'-2. 22'-4" 12' 'I'--- ._--- -- � , WALL LEGEND A� �. ---____-- A4 ADJ. TENAN - (E) WALL CONSTRUCTION 1`0 REMAIN CDI I - _ METAL STUDS AT 16" O.C. (U.N.O.) (N) SALES WALL, 3 5/8 X 20 Ga. (tom s R h� / Il 1 ___ I W/ 5/8" GYP BOARD ON BOTH SIDE.. �D --.= , � 1w�, gyp. umM- T�7� __ -- I r'j II N -. - _ __ __ _ HEIGHT AS SHOWN ON INTERIOR ElEVATION5 j 20 TOILET I� I I I - - ----- - -- -1 - 103 IT TO;LET WALL -_- I r P 15 II A I ; I 3N5/8"R XI 20 GAL a HMETAAL STUDS AT 24" O.C. 6 I 2 2 2 2 18 ; W/ 5/8" GYP. BOARD (BOTH SIDES) U.N.O. \ I II • A5.2 I; R-19 INSULATION IN WALLS AROUND TOILET ROOMS - \ I 4 II o o I - 6" X 16 Go. STUDS AT PLUMBING WALLS :— 3 1 r LB I ^ A4.2 25 I I 24 A4 2 A4.1 I r f 1 - I 30 I C — IIIIm� 2 I 'II (N) INTERIOR WALL CONSTRUCTION - I I 1 1/2" X 20 Go. METAL STUDS AT 16" Q.C. �. II 1.,A% I 19 I I I I i II I W/ 5/8" GYP. BOAR[ (SALES SIDE) U.N.O. �}1 t ----- T � I ------- --J " 9 II a -- � o �l i I►II i I �-� I N i, 1 C_/ �51C� (N) TOILET RM LOW WALL, 3 5/8 X 20 Go. 1,—n" iV IIIII METAL STUDS AT 16" O.C. (U.N.O.) —.- 7 .•-_. •� p zA + Il III W/ 5/8" GYP. BOARD ON BOTH SIDES. � 31 3 A4 IIII N TR Y HEIGHT AS SHOWN ON INTERIOR ELEVATIONS 9 A4.1 SALES AREA 3_ KEYNOTE LEGEND U 19 11 A4.3 i — -- - LEASE LINE � DISPLAY FIXTURE 25 24 C 111 ' f7 li I � P.Q.S. 28 I y I A4.4 2 I I� ' ' A5.2 � — �r Aa.a I 2 II 31 ! �I E CHECK(-IN I I A4.3 24 �7 4 zB COAT HOOK 0 5'-0* A4.4 i lu cD A4.3 �p� 25 / L-J NOT USED L_J BENCH 19 �• 31 � `o, 27 S- 15 / T "KOALA" BABY CHANGING STATION / MALL 19 CURTAIN y 2 \\ O• 4 X04 / 10 PAPER TOWEL DISPENSER 15 -- 3 A4.3 SIM. \\JN A4.3 L3 12 26 4 v''� �,1�/ 11 NEW ELECTRICAL PANELS, SEE ELECTRICAL DRAWINGS 13'-30 SERVICE � � � 24 12 SERVER CORRIDORI ' I 1 1 - I iV N • ao 13 SINK 2 IL 2' A5 E14 EYE WASH 18'-9" 13'-11' _ 15 PROPS / STORAGE I STAIR N.I.C. 16 NOT USED 17 PLASMA MONITORS, TYP. FOR (5) I I I 18 PLASMA SCREEN 19 MUSLIN TRACK SUPPLIED BY TENANT & INSTALLED BY G.C. 20 TOILET SEAT COVER DISPENSER 21 FLOOR SINK I 22 SERVER 23 LOCKERS 24 FURNITURE (N.i.C.) 25 BACKDROP 26 BUZZER FLOOR PLAN GENERAL NOTES 27 PAPER TOWEL 71SPENSER 1. ALIGN GROUT LINES IN RESTROOM TILE WITH COVERED BASE GROUT LINES, 28 STORAGE RACK 24"D X 60"W X 72"H 2. MALL TILE TO CLOSURE LINE. PROVIDED AND INSTALLED 4 BY GC, COORDINATE WITH MALL MANAGEMENT RE: AVAILABILITY, 29 NOT USED 3. G.C. TO PROVIDE BLOCKING iN THESE WALLS FOR INSTALLATION 30 HAND DRYER OF SHELVING UNITS. SEE FIXTURE PLAN FOR SHELVING LOCATION. 4. ADEQUATE ACCESS PANELS OR DOORS SHALL BE INCORPORATED 31 BLADE SIGN INTO TENANT WORK FOR INSPECTION, SERVICE AND REPLACEMENT OF BOTH LANDLORD AND TENANT EQUIPMENT. COORDINATE PLACEMENT WITH LANDLORD'S ON-SITE OPERATIONS DIRECTOR. N (Tj Washington Sq. Rd. M2-A,9653 BUf 2004-00015 6 of 33 FLOOR PLAN SCALE: 1/4"-1'-0" 1 NOTES REVISIONS DATE © SHEET TITLE t i"L � 188 North Holliston Ave. Suite 103 � 01105/04 0 FLOOR PLAN KRAUSE PLAN CHECK BID Pasadena, California 91106 d Q OSEPH Ea 'USEARCHITECT P, C, Phone. 626.449.1990 WASHINGTON SQUARE MALL °D (503)656-4111 A m Fax(503)65c 6297 — Fax: 62£.449.1935 ' 152595E 82br ° °RE°°" 95$5 S.W. A2 WASHINGTON SQ. RD. °° 5u to 202 o a h i m a S t u d i o I n c Qarkamas,Oregon 97015 ! �' pF o� PORTLAND, OR 9 �213 FILE NUMBER M c 0 — _ 2335 0 2335A2.dw T NOTICE. IF THE PRINT OR TYPE ON ANY I I(IIII III I I! 111 III III III(III III I t III I I( I I I I(( 1 1 f III III 1 I 111 1I11 11 1 I I I I I I I I I I I I III I,L�I III III III III I I I III III I I III III I'I I I I I III III I I I I I I I III III III!I I - ""`" IMAGE IS NOT AS CLEAR AS THIS NOTICE, - - I-1� I I 12�-- A � - _ + 4�--I I1 I 161 --� Ja , IT IS DUE TO THE QUALITY OF THE No,36 �.. �._. .. IIII°Xf1;11►I�I6II�zIII►►l I1e11�z1►I►lIILI► zIlllill9i lz II►I Illl�zlilll�llibllzillllllsllIIizli II III►zI�IzIIILi,►II[IfI zIIIIIIioll�lzl►IllllRli�>►<lii II 1e1I11itlillliltll,��lilll I►IIIII I lilil�llllfllll�i (1�1 eII(ftl i fl III►z►11>1<1111►I1i►1t1111�«I II�ItIIiI�I1ll 11s 111 I�I I II++IgIIIlIIllllllWc ll�llllsllllI l�Q it z11 1u111u,11 911 41rORIGINAL DOCUMENT ; i I � ' ADJ. TENANT _ I —�— 111-1w F6 i (CCI I _._.s I .-- 4 2 _- � � F5 2 I 1-4 0 `� s F5 r N �� Cp 3 - a i�► \ F5 7 ' *AM 5 I -- F----o ENTRY KEYNOTE LEGEND A6 \ F3 1 SOLID VINYL PLANK FLOORING (3" WIDE) � r F2 SHEET VINYL F3 CARPET (RED) p - A C rii!! R O O M I 3 J : i F4 CARPET (LIGHT GREY) F5 � r F5 VINYL FLOORING (YELLOW VINYL) 3 4 I N - 2 VINYL FLOORING (,RED VINYL) F6 'Cr �] 5 R �_ •rte ; I F2 I as N 4 0) I + � � F7 VINYL FLOORING (BLUE VINYL) � 3 3 FB CERAMIC TILE 1 5 1 --- 2 OLD I I � � � Ys F6 � I � � �❑ � F5 ® �1 FLOOR SINK 4 ' F4 3 l 5 F21 DARK GREY VINYL (LETTERS) M ALL DARK GREY VINYL (BORDER) a ' I AS F4 LIGHT GREY VINYL (LETTERS) 46-4. l / �5 LIGHT GREY VINYL (BORDER) I SERVICEI� CORRIDOR as I � �- ❑6 BLUE C�\RPET LETTERS LIGHT GREY CARPEL (LETTERS) 6 4 5 COLOR SPECS LIGHT GREY VIYL – TOLI ' ' STAIR N.I.C. DARK GREY VINYL - TOLL 'VIALOE' 654 516 YELLOW VINYL -- TOLI "LINOTESTA' 527 RED VINYL - TOLI 'LINOTESTA' 523 BLUE VINYL - TOLI 'VIALE' 6009 GREY CARPET - LEES NEOFLOOR 'MONTANA' 048 GREY RED CARPET - LEES NEOFLOOR ' MONTANA' 013 RED BLUE CARPET - LEES NEOFLOOR 'MONTANA' 037 BLUE I I i I I i FINISH FLR PLAN NOTES 1. GC SHAL!. CUT WALL BASE AT A 45 DEGREE ANGLE WHEN — INDICATES LOCATION OF 8'-0" HIGH FRP PANEL AT PROCESSING SINK BASE INTERSECTS A DOOR FRAME, 2. CUSTOM CORNER GUARDS, TYP, THROUGHOUT ® OUTSIDE CORNERS: APPLY W/ CLEAR ADHESIVE "LIQUID NAILS" ONLY, NO NAILS. HEIGHT TO CHAIR RAIL, 3. LOCATE ALL SWITCH P!ATES DIRECTLY ABOVE CHAIR RAIL IF APPLICABLE, U.N.O. BOTTOM OF COVER PLATE AT 40". 4. GENERALLY, CHAIR RAIL, WALL PANELING, AND BASE RUN THROUGHOUT SALES AREA AND CAMERA AREAS (STOPS AT POSE WALL). CHAIR RAIL, WALL PANELING WAINSCOT, AND BASE STOPS AT MERCHANDISING UNITS, INTERACTIVE UAMERA, N AND REAR CASHWRAP. 5. ALL FLOORING TO BE INSTALLED PRIOR TO FIXTURE INSTALLATION. Washington So. Rd, M2-A,9653 BUf 2004-00015 7 of 33 FLOOR FINISH PLAN _ SCALE: 1/4"=1'-0" 2 NOTES ------ -A.----- -- REVISIONS - -----._ �—y - - �-- — -- -- - 1 -- DATE SHE[ r TITLE 01105104 O O o U O � FLOOR FINISH PLAN 188 North Holliston Ave. Suite 103 `�j(. XX 7 KRAUSE a ✓ PLAN CHECK I BIDr Pasadena, California 91106 ~ JOSEP E. KRA Phone626.449.1990ARCHTTtCT RC, � r WASHINGTON SQUARE MALL ' (503)656-4111 Fax: 626.449.1935 ,, ,,, OR N AF1 15259 S C fl?Dr Q 9555 S.W. WASHINGTON SQ. RD. Fax(503)656 6297 — I` ---� n � � Suite 202 O s h i m a S t u d i o I n c . ��, �� • Clackamas,Oregon 97015 / OF 0� JOB N0. PORTLAND, OR 97223 FILE NUMBER 2335 _— I — –_. _ 2335AFl.dwg NOTICE: IF THE PRINT OR TYPE ON ANY (I 1 III I I I f 111 III III (III I I III I I I I f 1 I I I I I I f I I I 1 11 1(( III I I III I I III III III I I I I I I I III III I I III III I I I I l 111 III III I I III III III III III III 111111 III III V I I I I - IMAGE IS NOT AS CLEAR AS THIS NOTICE. IT IS DUE TO THE QUALITY OF THE Ne 30 , (II ��IIIIII�I�IIII�Lilli-ll�I�III Ilii�Il9il i ZlilI llil�lil ZI II I�flli"b�IZi Ill�ll8li�ZlliliI ll i�I l LliIlllilti�lLl Ill il�l ZII II�il8li�il I Il�ll8llT � � � 9 t i►T � S t Zll�tllll�Illt l t11111 Ioll�l 1I(l I 19ORIGINAL DOCUMENT Il �ltilllllllll �liI I - ll1.11111LIIIII�N t� I I AN. TEN AN I 1 I I =T _ r AL ---- 1___ - - R3'- ' - I I i co 4 I _ 169' L= Tr — — ENTRY I- J3ACK ROOM00 0. 170' mcp t 1 " co I �ny o t�! • M —0" 168 6'�6 SERVICE I CORRIDOR S-4' 7'-2' I I i I STAIR N.I.C. I I I I I I I k i 3 N g Washington Sq. Rd, M2-A, 9653 BUP2004-00015 a 8^` 33 FLOOR FINISH DIMENSION PLAN SCALE: 1/4'=1'-0" 2 NOTES ----- - -- REVISIONS � � _ _ DATE SHEE r TITLE --_ ------ --- ----- — - . 01/05/04 I O - o O o O o FLOOR FINISH DIMENSION PLAN — W 188 North Holliston ,Ave. Suite 103 �� PLAN CHECK I BID I _r I KRAUSE Pasadena, California 91106 �. OSEPH E,-, 4USE �- WASHINGTON SQUARE MALL ARCHITECT _ Q Phone: 626.449.1990 � P, C, AF1 01 �+ (503)656-4111 Q Fax: 626.449.1935 U') — _ Fax(503)656-6297 — C VITAS, REcoN,� 9585 S.W. WASHINGTON SQ. RD. \� 15259 5 E 82 Dr n q Q Clockamas,Oregon97012 L� -- --- O m a s u d i o n c . ?� 0 , �� N� PORTLAND, OR 97223 G ® �— — — _ - - -� FILE NUMBER 2335 2335AF11•dwg N ..-_... .. ._-..... .:.. :. INA..J1 .... r......., u. ......�.........iia ...-. .., _ �' r_- I I-f I-I-I 1I_1..-I -- III I III I IIJill III NOTICE: IF THE PRINT OR TYPE ON ANY III III\I I II I LII I II'III� III !I I IIII I�I III I I II' 1 1 1I III I /SI I II I I I III III II�I�III IIII II I I I I (l i ! IIIIIII I ( I I 1I I I I III I I ! ' I I I I I J(r} 'IMAGE IS NOT ASCL AR AS THIS NOTICE, 12 IT IS DUE TO THE QUALITY OF THE No 3e fj•�— " �. m. ___,,;r ORIGINAL DOCUMENT t; 8Z 13Z LZ 9Z Z bZ EZ Z �iZ o�Z 8[ 8[ Lt 9[ 9[ bt t;[ Zi t [ �111 e 8III �eI I1 //IIIIIIIIlllllUllllllllllmill11)II IIIIII 1 1 (III IIIIIIIIIIIII�,II�IIIIIIIII ► /III I�IIIIIIIII�I II I�IIII�IIII�III IIIII IIIIIIIII�II►IIIIII SII►I I ►I ► III► IIIIIIIIIIIIII\ 1 ( P61 SIM.OPEN TO ADJ. TEN AO 11 SIM. STRUCT. OPEN TO A6.1 OPEN 10 , STRUCT. STRUCT. K YN(:"fE LEGEND it 2 RUNS 1 MUSLIN TRACK, SEE DETAIL - SHEEE - — �I n F - -- -1TUILET C - - -- — OC I -� -- — t--- -- --- ---- -_- �. T SPEAKER + 8'-0" A.F.F. - - Cl_G. HGT, q A A A A — A �\ % L P-2 SYMBOL LEGEND -- — — — �— -� !EM B // \�� _ — 12'-0' A.F.F. ' �r + 10'-6" A.F.F. o \ - - + 9'-0 A.F.F. _ 2 �� a ENTRY A MONOPOINT ACCENT LIGHT, MOUNTED TO PIPE As CLG. GT. ! SOFFI T. C C CLC. HGT.-- 2 ____j -- -- - — t 11� _� - - Al ® 10 to S I O a I B COVE MOUNTED, INDIRECT FLLIORESCENI IGHT t P LAFi.I A6.1 I YP A5.2 (0) a X C X EM �--- -- + 12'--0" A.F.F. C RECESSED METAL HALIDE DOWNLIGHT + 12'—b A. — r CLG. GT. - - — tO�„ - - - - - -- - \�- / - - - - i i - L J_ I �� - —( - ) D SURFACE MOUNTED, LOW PROFILE, FLI ONE$CENT STRIPLIGHT SA±S jEj ACbo ROOM I El _j / ` j - — L-L D(RUNS [�_�- D1 SURFACE MOUNTED, LOW PROFILE, FLU(I SCENT STRIPLIGFIT 12'-0 A.F.F. I II CLG. GT. j o E RECESSED IN FLOOR LUMINAIRE F 8 -- As.l �C —_ F 2X4 FLUORESCENT �. — As.1 � (ac c) G RECESSED MINI ACCENT LIGHT k _ !Fll I 1j � - ED— -1 -d- OQ H RECESSED FLUORESCENT DOWNLIGHT E:11:1 --- _ \ MALL \© J RECESSED ACCENT LIGHT OPEN TO OPEN TO \ o / [ CEILING OUTLET } STRUCT. STRUCT. �C ! UC —ILL I D SERVICE I� D----fi TASK LIGHT FIXTURE CORRIDOR ' I I OPEN 10 40 N XE (N) EMERGENCY LIGHT STRUCT. SIM. X (N) EXIT SIGN (N) HVAC SUPPLY DIFFUSER I I i I (N) HVAC RETURN DIFFUSER I I I 3/4' FIRE TREATED PLYWOOD OVER CLG. 11LE SUSPENDED & INSTALLED BY G.C. 1 2X2 CEILING TILE - ARMSTRONG CIRRUS FINELINE DXF GRID - USG 9/16 REFLECTED CEILING GENERAL NOTES c!RE PROTECTION SPECIFICATION 1. G.C. TO PROVIDE 10'-0" LONG FIRE TREATED WOOD 2X4 STUDS 5. C.C. TO COORDINATE WITH SPRINKLER SYSTEM DESIGNER / 1. IF EXISTING HEADS ARE TO BE REUSED, GC SHALL ENSURE THAT 4. ALL WORK SHALL BE DESIGNED, INSTALLED AND TES_F�D IN FITTINGS, SCREWED OR FLANGED AS REQUIRED SUBJECT TO ® EXHAUST FAN FOR TENANT'S TECHNICIAN TO USE TO SUPPORT LIGHTING. LEAVE INSTALLER TO ENSURE THAT SPRINKLER HEADS AT STOREFRONT HEADS MANUFACTURED BY CENTRAL SPRINKLER ARE NOT TO BE ACCORDANCE WITH NFf A 13 (1991) AND ARTICLE 17 (OBBC APPROVAL BY LOCAL AUTHORITIES. (2) LOOSE STUDS iBOVE EACH CAMERA AREA CEILING. AT ENTRY SOFFIT DO NOT INTERFERE WITH DO'',NLIGHT PLACEMENT REUSED DUE TO A NATIONWIDE RECALL. IF CENTRAL SPRINKLER 4101:2017) FIRE PROTECTION SYSTEMS. 9. PROVIDE INSPECTOR'S TEST(S) AND/OR SYSTEM DRAINS LOCATIONS WHERE FIRE TREATED WOOD NOT ALLOWED ABOVE AS SHOWN. SPRINKLER HEADS TO BE CENTERED WITHIN CEILING HEADS ARE INSTALLED, REPL;.CEMENT '''TALL BE AT GC'S EXPENSE. 5. ALL EQUIPMENT SHALL PF UL APPROVED AND SO LABELED. AS REQUIRED. CEILING PLANE, SUPPLY 18 GA. SHEET METAL INSTALLED. TILES. ANY CONFLICTS BETWEEN SPRINKLER PLACEMENT AND 2. PROVIDE MATEPIAL AND LABOR NECESSARY TO MODIFY EXISTING 3. G.C. 70 INSTRUCT LIGHTING INSTALLER TO LOCATE LIGHTS PER DOWNLIGHT LOCATIONS TO BE BROUGHT TO THE ARCHITECT'S SPRINKLER SYSTEM TO ACCOMMODATE NEW CONSTRUCTION AS 6. PROVIDE SUBMITTALS (MANUFACTURED LITERATURE) FOR ALL 10. HYDROSTATIC TEST- PURGE SYSTEM OF AIR. CHARGE SYSTEM r c ATTENTION FOR RESOLUTION PRIOR TO INSTALLATION. MATERIALS AND PROJE_CTS INCORPORATED. WITH WATER AT 200 PSI FOR 2 HOUR DURATION (PRESSURE SCALE DIMENSIONS SHOWN ON SHEET A3. DO NOSCALE LIGHT INDICATED ON DRAWINGS. VERIFY HAZARD RATING OF EACH AREA GAUGED AT BOTTOM OF STANDPIPE). TEST SHALL BE CONDUCTED 7 LOCATIONS FROM 'HE ELECTRICAL LIGHTING PLAN. 6. SPRINKLERS TO BE FULLY CONCEALED HEAD W/ WHITE AND HYDRAULICALLY DESIGN TO MEET THE FOLLOWING CRITERIA. 7. BEFORE FABRICATION OF SYSTEM, COMPLETE SHOP DRAWINGS IN THE PRESENCE OF AUTHORIZED REPRESENTATIVE OF THE LOCAL ESCUTCHEON BLOW-OFF COVER ® STOREFRONT ENTRY SOFFIT; AND CALCULA HONS SHALL BE SUBMITTED 'TO THE FIRE MARSHAL S ( ) 4. LOCATE STOREFRONT SOFFIT CEILING OUTLETS AS SHOWN. LIGHT HAZARD 0.10 GPM OVER MOST REMOTE 1500 SQ. FT. OFFICE FOR APPROVAL. SHOP DRAWINGS AND CALCULATIONS FIRE DEPARTMENT. OUTLETS TO BE LOCATED AT EACH FRONT CORNER OF THE CHROME SEMI-CONCEALED HEAD W ' WFi TE ESCUTCHEON THROUGH- ORDINARY HAZARD GROUP 1 0.16 GPM OVER MOSI REMOTE 1500 SQ. FT. OUT REST OF STORE (AC TILES); S'RIN�LERS TO BE CENTERED IN BEARING FIRE MARSHALL STAMP OF APPROVAL SHALL BE ON 11. SUBMIT SPRINKLER SHOP DRAWINGS TO LANDLORD'S INSURANCE STOREFRONT AS CLOSE AS POSSIBLE TO THE STOREFRONT GLASS 2'X2' PANEL OF CEILING TILE. DO NO-! PLACE SPRINKLER HEADS ORDINARY HAZARD GROUP 2 0.19 GPM OVER MOST REMOFE 1500 SQ. FT. JOB SITE AT ALL TIME. SUBMIT TO THE LANDLORD FOR FINAL APPR. UNDERWRITER FOR APPROVAL. PRIOR TO COMMENCEMENT OF WORK. HEADER. COVER TO BE WHITE. GC SHALL COORDINATE WITH ELEC. PLANS. ANY ADDITIONAL OUTLETS (AS REQUIRED BY LOCAL CODE) WITHIN 12" OF MUSLIN TRACK. 3. ALL WORK MUST CONFORM TO STATE AND LOCAL FIRE MARSHAL 8. PIPE SHALL BE SCHEDULE 40 BLACK STEEL IN ACCORDANCE TO HE CENTERED BETWEEN CORNER OUTLETS, SPACED BETWEEN CODES AND REQUIREMENTS; IN ADDITION TO LANDLORD'S WITH ASTM A53 DESIGNED FOR 175 PSI WORKING PRESSURE. 12" AND 18" MAX. APART. INSURANCE UNDLRWRITER. FITTINGS 125 AND/OR 250 POUND SERVICE CAST IRON SPRINKLER Washington So. Rd. M2-A.9653 BUP2004-00015 9 of 33 REFLECTED CEILING PLAN _t_SCALE: 1/4'=1'-0' 2 NOTES 1 REVISIONS DATE SHEET TITLE Ij� 0110504 C p 0 �mz o REFLECTED COILING PLAN UJIQ 188 North Holliston Ave. Suite 103 y �a PIAN CHECK/BID ,1 -- KRAUSE Pasadena, California 91106 SEPH E. SE �( f - Q _ _ Phone: 626.449.1990 �� WASHINGTON SQUARE MALL APCHITECTP, C, A3 (503)656-4111 Q Fax: 626.449.1935 C UAS, OREGON Fax(503)656-6297 9585 S.W. WASHINGTON SQ. RD. 15259 5 F 82 Dr Suite 202 Q a s • 0 h i m a S t u d i o , I n c h Clackamas,Oregon 97015 OF JOB NO. PORTLAND, OR 97223 F [ NUMBER 0 2335 1_",3'_)A3.dwg NOTICE: IF THE PRINT OR TYPE ON ANY I I I I I I I I l l l t l ' III III ' IIIIIII IIIIIII I I I I I I I (I I I I I ' I I I I I I IIIIIII I I I I II I III ( I I I I I I I I I I I I I I I I III IIII III III 7-8- 9 1�IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 --- ---- —��— _� - -- IT IS DUE TO THE QUALITY CF THE No Je ORIC31NALDOCUMENI E -8Z 8Z GZ 9Z �Z 6Z ' E�Z I >G i��Z I OZ R[ BI Gl 9�i 4i ! ibT I'T Z�T IT ��[ I6 11R llGIIIIII ��9T��:�w 1 � I � 111 I 'I I�Iillllll!IIIIIII III IIIIIIIIIIIIIIIIIII IIII�IIII Illlllllilllll IIi�IIIIIIIII IIIIIIIIIIIIIIIIIII�IIIIIIIIIIilil�lllIIIIIIIIIIIIIIIIll�411111«Illl�l�ll(Ill: I 111lIIlIIIIIIIIIIIIlIII� II!III�III - � SII IIIIII�II�IIIIIIII►►IIIIIII,IIIIIIIIIIIIIIIIIIIIIIIIII ILII III�II � � I I A 71-6* 12* 3'-100 8'-0" A.F.F. + 8'-.0" A.F.F. SCHEID. CL.G. SCHEID. CLG. F- -[2:0] 2 BENCH V 11 I 23 LOW WALL LOW WALL --[:2] D 4 B BENCH, FORMICA C14S-80 918-58 NEUTRAL A Ln ......F2O V-11, WHITE TOP & EDGE 3 in E41— CV C14 11 1 -04' -- —- I -- 'Ln • -—---------- + 0'-0" A.F.F. 0']0" A.F.F. REFERENCE ELEV. TOILET RM REFERENCE ELEV. V. 11pr C-4 13 i 1 2]1 — pn T23 8 L [ 7] 51 F�q A6 51 1 3 1 5 141 A6 [231 F61 F7 I 22 I-FO-ii E8 SCALE: 1/20:=l'-Ow SCALE: 1/2*=1'-0" TOILET ROOM ELEVATIONS 4 ENLARGED TOILET IRM PLAN 3 KEYNOTE LEGEND 17 F,❑I PAINTED WATER RESISTANT GYP. BD. F- — — — — — — — GRAB BAR PORCELAIN TILE, HEIGHT AS INDICATED ON ELEVATIONS — -- — -- - — — — — — — — — — — — - — — — — — + 12'-0_" A.F.F. LAVATORY - INSULATE HOT WATER AND DRAIN PIPES \\ SCHEID. CLG. FXIT 175 MIRROR BY G.C. - — ---� i0 F6] COVE BASE, SEE ns TOILET TSINGLE TOILET PAPER DISPENSER TOILET ROOM DOOR 5 01 WALL MOUNTED HAND DRYER F11 KOALA" BABY CHANGING STATION 1 IIII \\\ - IIiIIIEI IiIIIIII OPEN �(MALL 15 15 1135 15 WOOD BASE, SEE PAINTED GYP. EID. IJ11 **p-iqq F14] FROSTED GLASS BORDER CLEAR TEMP. GLASS [16] INTERACTIVE SCREEN El 7] OVERHEAD GRILLE ko 15 8 COAT RACK ® 5'-0" + 0'-0" A.F.F. 19 OVERHEAD GRILLE EMERGENCY RELEASE REFERENCE ELEV. DECK MOUNTED SOAP DISPENSER F1 3 [12] 12 12 F�3 [2:1] FOUNTAIN HEAD ARABIAN SAND 2-15 1 r [22] PAPER TOWEL DISPENSER OB OA r [23] TOILET SEAT COVER DISPENSER Washington Sq Rd M2-A,9653 BUP2004-00015 10 of 33 INTERIOR ELEVATION SCALE: 1/2*=1'-0' 2 NOTES REVISIONS - DAM SHEET TITLE 4kr 01/05/04 0 INTERIOR ELEVATIONS Uj 188 North Holliston Ave. Suite 103 PLAN CHECK BID KRAUSE A Pasadeni, California 91106 9MR�A Jos PH E. K USE ;0-6 Phone. 626.449.1990 WASHINGTON SQUARE MALL ARCHITECT P, C, Fax 626.449.1935 A4 (503)656-4111 ONAMM, :FGON cli 9585 S.W. WASHINGTON SQ. RD. Fax(503)656-6297 ft�-' 15259 5.E 82 Dr 04 Suite 202 09hims Studio , Inca - asOregon 97015 Clackamas, 0 PORTLAND, OR 97223 FILL NUMBER F JOB NO. Z� I 2335A4.dw 2335 9 NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, II_ 10 l.. - --11L.— I , t_ � C� 7 No 36 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT 8 Z 8 Z L 7 9 Z Z 1b 7. s Z T Z T Q i 8 t til t 1191 VI 8 8 i �� T�� II IIIIll 11 lill 11 ,,, IIIIIII�11111111 ! 11��«� �� I��I�►�►l��l�� llll�� a��ll« �� ►>11�1�11��►►� + 12'-0" A.F.F. SCHED. CLG. KEYNOTE LEGEND ---- -- — - --- -- -------_.__ MILLWORK 3 �2 PAINTED GYP. BD. i -- ---- - - -- A6 -- _ PLASMA SCREEN EQ FQ - EQEQ F4 I FABRIC WRAPPED MICOR ACOUST, PANELS 24"X24" s \ / 55 WOOD BASE _ - - - - � A5.2 - ----- -- - -- --- ----- ❑6 MIRROR BACKDROP o I I C14 STORAGE SPACE / SHELVING I OPEN _� i___ - �- i♦ ❑9 PLASTIC LAMINATE WAINSCOT 0/ 1/2' BOARD 4• TYP. _ + 34"_A.F.F. -{ 10 CURTAIN ROD / \ LAMINATE HGT, Y 0 EllWOOD FRAME x i 12 6' BACKING PLATE s / 13 WAINSCOT JOINT LINE i � - _ + 0'-0" A.F.F. 3 14 METAL CASING - SEE REFERENCE ELEV. A6 o I 4 9 5 9 14 9 4 a 9 INTERIOR ELEVATION SCALE: 1/2"=1'-0" 3 NOTES + 12'-0" A.F.F. SCHED. CLG. I I 12 12 + 9'-6" A.F.F. -�• _ - WALL HGT. Y _ _ r GRA IC GRA IC i i GRA IC GR IC EQ' EQ' —_ — -- — — — — — — - c Ic c Ic c Ic i G Ic G IIC c IC 4• TYP. _ _ + 34" _A.F.F. v ----- —- - LAMINATE HGT. r ------- FC�ATIAi; GLASS fiOPpE�------ • L � ----------CAS------------------- ! 12 _0" A.F.F. REFERENCE ELEV. 4 9 [13] TYP. 9 L2 5 L 9 5 2 5 Washington Su. Rd. M2-A,9653 BU P2004-00015 11 of 33 INTERIOR ELEVATION SCALE: 1/2"=1'-0" _- ----.--- _- REVISIONS ------- DATE v - -"- - SHEET TITLE �`�, 01105104 o O Q O INTERIOR ELEVATIONS W188 North Holliston Ave. Suite 103 '5 PLAN CHECK 1 BID Pasadena, California 91106 � KRAUSE ---- OS PH E. USE Q _ _ Phone. 626.449.1990 WASHINGTON SQUARE. MALL ARCHITECT �, C, Fax: G26.4.:9.1935 (503)656-4111 �- _ Y L' REWN, 9585 S.W. WASHINGTON SQ. RD. A411 --._ Fax(503)656 6297 15259 5 F 82 4r 5u 1e 202 ___ s h i m a S t u d i o I n c Clackamas,Dregon97015 OF O� JOB N0. PORTLAND, OR 97223 - - - 2.335 - FILE NUMBER � --;- -- - - - � ---- -_ - ----.-_--. - —__ --_— _ - - -- - --- - --- --- - - 2335A41.dwg ------ NOTICE- IF THE PRINT OR TYPE ON ANY IIII III III III III I I III III I III III III II��I III III I I I 'I I I II I I I II I I I I I I III I IIIIIbIMAGE IS NOT AS CLEAR AS THIS NOTICE, I5lI�II III I_i t II-II II ' i l.I_II L' I-I-I.I-I_II IIBII L III II I-I If I-I-I I-I I lI I-I I I III I I I-I lI I eI I Il I I I III I I I-1I I�'I1 I I I I I I III I V_I 1I I GI IT IS DUE TO THE (QUALITY OF THE No as •�,,.�.� . •,rii ORIGINAL DOCUMENT ' E 8Z 8Z GZ - 9Z Z ibZ i;Z �Z TZ 0Z 8 [ 8I G�111-- '111119 [ bt Fi titl it I t 8 8 L 9 9iIIIIIIIII 'I ORIGINAL III►IIIII�III111III�I1111L11ILII 1LIl�►ll I lll�lll 111 II�IIIIIl�l11 jI IIIIIIII�►IIIIII►I IIIIIII►I I VIII I�I. I I IIIIIII►II(III �IIII(I I. �II►IIIIII�IIIIIIIII IIIIIIIII.II,��►III IIIIII I►II + 12'-0" A.F.F. + 12'-0" A.F.F. { SCHED. CLG. - _ - _ _._ - - _ _. SCHED. CLG. KEYNOTE LEGEND + 11'-6" A.F,F. I TOP OF OPENING ( � 1 I I L_l MILLWORK _ 2 10 1 i 2� PAINTED GYP. BD. �4 + 8'-7" A.F.F. _ + 8,- �" A.F.F* 4 � I L=J WAINSCOT PANEL JOINT, TYP. l 1 `_• CENTER LINE � CENTER LINE / 1 I n " j I I LJ FABRIC WRAPPED MICOR ACOUST. PANELS 24"X24* I 751 NOT USED [6 NOT USED 2 L`J 1 ❑7 �� PLASTIC LAMINATE WAINSCOT 0/ 1/2" BOARD F2] -- —---�-- - �-__--_ � I � [a NOT USED �JJI I � 71-08 + I L-1 NOT USED BLADE SIGN + 34" A.F.F. I ___ _ _+ 34" A.F.F. _ TOP OF GLASS I j I TOP OF GLASS11 BACKDROP MOUNTING BRACKET , - 14 12 STORAGE SPACE / SHELVING 13 WOOD BASE 1 14 S.S. GLAZING CHANEL EA. SIDE + 0'-0" A.F.F. "a _ + 0 -0_ A.F.F. REFERENCE ELEV. _ REFERENCE E EV L .� 13 13 'S 1/2 THK PLEXIGLASS (POLISHED EDGE) 7 11:51 13 7 12 SEE PLAN INTERIOR ELEVATION SCALE: 1/2"=1'-0" 4 INTERIOR ELEVATION SCALE: 1/2"=1'-0" 3 NOTES 2 t a 0 — P A5.2 _ + 12'-0_" SCHED. CLG. Y I I I I I I 2 EXIT CL / - -- / L r- - r--- 0 lV 40 TYP. 0 LAMINATE HGT. 1 o \1 i� _ + 0'-0" A.F.F. REFERENCE ELEV. E91 5 �J 4 TYP. 9 J 5 9 I [i] 4 5 I TYP. f Washinoton S^ Rd.M2-A.9653 BUP2004-00015 12 of 33 INTERIOR ELEVATION _ SCALE: 1/2"=1'-0" REVISIONS —---_- --` ,_ - ---______-�.._� _-_._ _-•_-_-_��_ _ - � DATE ,p _ -� SHEET T1TLE W 09 004�� oy051o4 O O O O tNTFRIOR ELEVATIONS KRAUSE /�A +� 188 North Holliston Ave. Suite 1O3 PLAN CHECK I BID 1" [� w ewiaaoiwx� �ovwuae Pasadena, California 91106 JOSEPH E. K SE ARCHITECT P. C, — Phone: 626DO .449.1990 - WASHINGTON SQUARE 'MALL � (503)656.4111 Fax. 626.449.1935 - -- A412 Fax(503)65b 6297 — _ OR N _ _- 152595E 82 9585 S.W. WASHINGTON SQ. RD. :v Suite 202 A _ o m h i m a S t u d i o I n c Clackamas,Oregon • a/� PORTLAND OR 97223 Q� O� JOB NO. FILE NUMBER - 2335 ! - - _ 2335A42.dwg WIN 11101 11 A NOTICE: IF THE PRINT OR TYPE ON ANY III 1lIIIIIJIIt ill ililllill 1 IIIIIII 11 ; �! IIlll�lll Illllll IIIIIII III � I IIIIIII 11! 1111 111 +111 VIII 11111111 IIIIIII Ili Ili IIIA I IIIIIII 1111111 III IIII1111111 III III VIIIIf IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF. THE No 3a ORIGINAL DOCUMENT � �� 6Z 87. Lz ++ 9z 51Z ibZ 6Z Z I tZ UZ 6l[ Ef1t Gt 9I 4t 6t L'I �i ti T 6 Ei� L e � ib E� Z ` i5aLin2 41K I Il!IIIIIIIIIi�llll�llll�llll�llll III I I I ( + I I I�i �I i I i I� II III IIIIIIIIIII IIIIlIIII IIII�! II! IILIIIII IIII!! I� II !I !I 1 II I � ! III II IIIIlIIIIIIIII►►IIIIIIINIIIIII�II►ILIIIIII►11111►111111 I I I �II III VIII �IIII�UIIIIILIIIIH�II I(I► �Illllllll llll l 11J Ill lllll11�111.1 II ��l II �� ►► Ili l Il I � �llll11111111111111111 hl KEYNOTE LEGEND [] MILLWORK 2❑ PAINTED GYP. BD, I�3:] NOT USED k F4 I FABRIC WRAPPED HOMASOTE ACOUST. PANELS 24"X24" LJ NOT USED ❑6 NOT USED 7 PLASTIC LAMINATE WAINSCOT 0/ 1/2" BOARD L� NOT USED NOT USED 10 BLADE SIGN 11 BACKDROP MOUNTING BRACKET 12 STORAGE SPACE / SHELVING 13 WOOD BASE 14 S.S. GLAZING CHANEL EA. SIDE 15 1/2" THK PLEXIGLASS NOT USED 6 NOTES 5 + 12'-0" A.F.F. -- - - ._.�_ r- - -- - - - - - - - - - - - - - - - - - - - - - - - -- -! SCHED. CLG. I I + 11'-6" A.F.F. I I TOP OF OPENAG I I 2 2 1 1 10 3 I 3 — -� 8'--7"-- A.F.F. CENTF«'. LVE I i 2 i I I 11 'j]2 - 11 11 11 2 I I I 2] 1 5'-0' - 5'-0' I 1 _ + 34" A.F.F. TOP OF GLASS J �a _ + 0'-0" A.F.F. 7 13 REFERENCC ELEV.� 13 7 �� L12 13 7 7 13 12 13 7 15 13 n7 SEE PLAN Washington So, Rd. M2-A,9653 BUP2004-00015 13 of 33 INTERIOR ELEVATION SCALE: 1/2•=1'--0" 4 INTERIOR ELEVATION SCALE: 1/2"=1'-0" 3 INTERIOR ELEVATION SCALE: 1/2"=1'-0" 2 INTERIOR ELEVATION SCALE: 1!2•=1'-0• 1 �� _ ----- REVISIONS - - -- _---- - - - - - --- - DATE v SHEE I TITLE - 01105104 ( INTERIOR ELEVATIONS 188 North Holliston Ave. Suite 103 � PLAN CHECK 810 0 w oae�aaao.a0KRausE Q � I � r Pasadena, California 91106 �} SEPH E. K SE - �- L.� r Phone: 626.449.1990 _ WASHINGTON SQUARE MALL rARCHITECTRC, ►- - -r I (r 3)6564111 Fax: 626.449.1935 �- OR WH ' 9585 S.W. WASHINGTON ISD. -� Fax(503)656 2 Or — --- — ,n AS, Q r L� V A413 15259 S.E 82 Dr a off. Sate 202 Q -- O s h i m a S t u di o I n c r � o Clackamas,Orvyon97015 --- ' • �' o� JOB NO. PORTLAND OR 97223 FILE NUMBER �F 2335 _ 233bA43.dw NOTICE- IF T'IE PRINT OR TYPE ON ANY II II ( I ' I I I I I 1 1 11 I�1 IMAGE IS NOTAS CLEAR AS THIS NOTICE, II l� IT IS DUE TO 1-HE QUALITY OF THE No 36 o 1 ORIGINAL DOCUMENT IIII IIII1IIIII Ilii III IIII�IIIIlIIIII�illlIlilll IIIIIIIII�IIIiIIZIIII IItUIZIIII IIIIIZIiII IilillZllli IIUIIIZIill�llllllI IIIII II I I II I IIIA IIIIIII II6I�IITIII I I IEI►�TIIII�IIZIIIITI111�1►►iIIlT illl Illl iIII►�II iIl6lli � III�1111� l 11111UI T �n I"111111e1111111L91I 4�T2431 uw I I III► III L111W11 ll ll l l l l l l l 1 ll S I I hl KEYNOTE LEGEND U IILITY SINK �2 ] PAINTED GYP. BD, _ +_12'-0_" A.F.F. + 12'-0" A.F.F. k BASE . SCHED. CLG. � SCHED. CLG, [3] VINYL. C4� FLUORESCENT LIGHT 2 I - i ELCCTRICAL PANEL 2- DI-7 EYE WASH n 4'-4" PROCESSING SINK FAUCET M1D 0 48 A.F.F. PROVIDE BACKING AS REQUIRED FOR BUCK[ I SUPPORT 2 _ ] LOCKERS z V/VCR / REFRIGERATOR y F 10 TELEPHONE BD. 11 SHELVES & STANDARDS 17 IU U ( 12 PANEL 15 C. .4 01 b 13 SERVER i l NORITSU -- PRINT PROCESSOR 15 MANAGERS DESK � l } l \ / 16 8 HIGH FRP PANEL 1 / \ PAPER TOWEL "'�:'ENSER i \ _ + 0'-0" A.F.F. - + 0'-0" A.F.F. - 18 FLOOR SINK REFERENCE ELEV. REFERENCE ELEV. Y 19 WIRE SHELF W/ BRACKETS BELOW. PROVIDE 8Y �NANT. INSTALLED BY G.C., PROVIDE BACKING AS REQUIRED. 21 3 8 3 20 COUNTER TOP W/ SHELVES t STANDARDS ABOVE, SUPPLIED BY MILLWORK SUPPLIER & INSTALLED BY G.C.; INSTAL CLEATS (PROVIDED BY MILLWORK SUPPLIFR) WHERE NOT SUPPORTED BY DRAWER PEDESTALS. 21 STORAGE 24"D X 60"W X 72"H 22 3' SHELF, 8'-0" A.F.F. BACK ROOM ELEVATION SCALE: 1/2"=1'-0" 5 BACK ROOM ELEVATION SCALE: 1/20=1'-0" 4 NOTES 3 - + 12'-0" A.F.F. - + 12'-0" A.F.F. \ SCHED. CLG. SCHED. CLG. \ bPEEN4BOVf T011-ET R-tYW ` 11 2 2 2 2 w Ao n — n 14 11 0 A6 / 2 ` 15 a , I N cV ♦� o l + 0'-0" A.F.F. _ + 0'-0" A.F.F. REFERENCE ELEV. REFERENCE ELEV. B 3 F91 [3 3 8� 3 3 Washimion S4 Rd.M2-A,9653 BUP[004-00015 14 of 33 BACK ROOM ELEVATION SCALE: 1/2+-1'-0» 2 BACK ROOM ELEVATION SCALE: 1/2"=1'--0" REVISIONS — DATE r �� ,o SHEET TITLE I � e jj 01105104 INTERIOR ELEVATIONS 188 North HoLijlliston Ave. Suite 103 ��[ ° O ._ tC,� PLAN CHECK/BID �� KRAUSE A Pasadena, California 91106 Phone: 626.449.1990 JOSEPH E1KRAUSE �� WASHINGTON SQUARE MALL v 1.94 L ARCHITECT P, C, ADO^ Fax.626.449.1935 A4 ,4l (503)656.4111 Q /S, OREGON 9585 S.W. WASHINGTON SQ. RD. — } Fax(503)656-62.97 O 15259 5,E 82 Or s m a 5 t U d O n C • cJ Suite 202 / (�'] Clackamas,Oregon 97015 Qrl O� JOB NO. PORTLAND, OR J 1 FILE NUMBER 2335 _ T 2335A44.dwg IOW ..,. ... .:.. ..-:.. .� _._....._ ...,.,»....,,-�.,.,-...-,.....,..:.:...., ,... ,.......,. _.:_.... ..... ....... .. ... ...,.. .... .. :. - .. - - .. .. ...., ...� .. .._ I I 11 I I I � I I I I I I I�'I- TTI 1 1 1 1 1 1 1 I I Jill 1 1 1 1 1 I I �I 5-r NOTICE: IF THE PRINT OR TYPE ON ANY FI 1 1111111 111 III 1 1 1 1 1 1 1I1 I III II 1 ( II I I I I II I I I I I I I I ll I I A I << 11 1 ,1�_1 2 3 -- 4 _ - 5 -- 61 - - 8 _ ___ -L--- - --- _J �J IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 1 _ __ , IT IS DUE TO THE QUALITY OF THE NOaeORIGINAL DOCUMENT B 8Z 8Z LZ 8fZ Z iblZ �Z Z [ Z oZ e [ 8�t L1 eT 4i 6i E[ Zi [�t 1 e 8 G 9 4 tillwitill lid _1 1 hlIIIIII11� Itl�rfl,► 11 1 1 I I II I 11111111111111111111111111 I I i�lll� II 11 I ll1111111�1111111111�1IIIID1111111111 �111I�i I I I 11��1 I►�II II►►1111II11111111III ►I.IIII�IiII�IIIIIIIIIIIIII�IIIIII I �III 11111 �� i a _`------- - - �-- - -- � --------- SS MONITOR SUPPORT 5 1/2 - _ 3 1/20 --STAINLESS STEEL PLATE ;= = 7 \FOR TRACTOR TO COORDINATEESCUTCHEON FLUSH FLOOR CONDITION STAINLESS STEEL 01 - - ---_ ----- —ELEC. CONDUIT (E SLAB (N)N SLAB 4 4 d -- 4 c 4 4 (N) SLAB (E) SLAB a a (N) CONC. ° 4 4 .r - d d d - ° v (E) SLAB a 4 p I p in p BASr' PLATE & 4 ANCHORS - _ B• _ p4 d 4 ° d p O ° 4 pO 4 d p 4 d ° p d d p d p 4 4 ° ° 4 BACK ROOM ELEVATION SCALE: 3"=1'-0" 4 (3) #4 BARS L #4 ® 16-O.C. EA WAY, Ilk A, 2._0. SET IN EPDXY i ' SS POLE 3"d ( Cb 1 M ' BACK ROOM ELEVATION SCALE: 3'=1'-0- 5 / SS POLE — 2'-0• 1 1/2"d 1s• co ,2• 5 � ELEVATION - 2• 8• 2" io STAINLESS STEEL CURB 4 ELEVATION - 6• \L—#4 ® 1 3'-5" SET NEPDXY N -- ��• �`� I -ANCHOR BOLTS / i-o o to N I C M BAS PLATE `v o o LQ _ — _ — _J 3"d PIPE j l / - - - - - - - - STAINLESS STEEL ` �• � -- O I . LT - - T+ 4 - - � 4 - - I Lr - - 1-I LT _ - 71 I— _J I I PLAN 3 6" 1'-3• 1'-3" 1'-30 1'-3" 6" PLAN -- SAW CUT OPENING Washington Cg. Rd. M2-A,9653 8UP2004-00015 15 of 33 BACK ROOM ELEVATION SCALE: 3 =1'-0' 3 SCALE: 1"=1'--0" 2 BACK ROOM ELEVATION SCALE: !ON 1 --------- - _ .--.. I ----------__--1 SHEET TITLE REVISIONS ._____�__ -_ _ -..__.--�— _._._ - — DATE 01/05/04 Z p O p , INTERIOR PLANS / ELEVATIONS — 188 North Holliston Ave. Suite 103 ��!' PLAN CHECK I BID i KRAUSE o _ 91106 Pasadena, California JOSEPH E. RAUSE A R C H I T E C T P, C, — —" -- Phone: 626.449.1990 WASHINGTON SQUARE MALL I Fax: 626.449.1935 °D (503)656 4111 Q ---- �- 9585 S.W. WASHINGTON SQ. RD. A415 N Fax(503)656-6297 --- — C KAMAS, REGON� 15259 S.F B2 Dr Suite 202 s h i m a S t u d i o , I n c . q > Clackamas,Oregon 97025 I iI r , OF o� JOB NO. PORTLAND, OR 97223 FILE NUMBER 2335 2335A45.dwg NOTICE: IF THE PRINT OR TYPE ON ANY I I I I I I V I I I II I I I I I I LI H I L I_I I� V I I I LI V I I I 1 8 I I I I I D I-III-I ioIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMAGE IS NOT AS CLEAR AS THIS NOTICE, IJ J04 IT IS DUE TO THE QUALITY OF THE 38 ORIGINAL DOCUMENT f 1 I TT, ) r I I -- £ ea RIZ LIZ 9Z 9Z ibZ £Z 7, it QZ 8I eii LT 9T 9I 6T £T ZT L e 9 � £ I IIIi�lllll IliIl II JJI 11 1 I III l Ill (III�IIIIIIIIIIWWIIIu 111W11tllllllllllflu IIII ull a- i E 'r. f i NOT USED SCALE: 1/2'=1'--0• 3 NEW MALL BULKHEAD PAINT TO MATCH (E) MALI. 13'-5 3/8" A.F.F 13'-5 3/8" A.F.F �+ MALL CEILING MALL. CEILING S 11'--11 3/8" A.F.F 11'-11 3/8" A.F.F MALL BULKHEAD MALL BULKHEAD Q INTERACTIVE LASMA SCREEN CLR. GLASS f- OSTED (CLR. T GLASS G ASS DISPL WINDOW �� I t 15 WIDE FRAME — ( ) OPEN E NFI1TRAL PIER O o 0 O O r O O LI _' � A �J" '�� — LEAST_ !NE LEASE LINE — — — I I _ 0'-0" A.F.F — �� 0 !� A.F.F REFERENCE ELEV. REFENPrICE ELEV. /15" /15"WIDE FRAME ENTR,Y WIDE FRAME LATH & PLASTER —J STOREFRONT BASE STOREFRONT BASE 2 A5.2 PLASMA MONITORS BEYOND STOREFRONT ELEVATION STOREFRONT ELEVATION 10 1 1 SIM. ti ,.2 A5.2 O -- -- — O A59 .2 — 604 — - - • • I do -0000 ` � 'i — -- — 16'-11• --- ------ - 1'-3' - _-- —6'-11•----- 11-3• — 8s-0• 19--30 5.-1. --_— V-3' 4' 4' 3/4- ENLARGED rLANENLARGED PLAN Washington Sq. Rd M2-A,9653 ---- _ BUP2004-00015 16 of 33 SIDE STOREFRONT ELEVATION / PLAN SCALE: 1/2"=1'-0• 2 STOREFRONT ELEVATION 1 PLAN SCALE: 1/2'=1'-0' --- -- REVISIONS DATE v -- �-- SHE[ f TITLE � w 188 North Holliston Ave. Suite 103 � �� 0105104 O � O o � � v S1C�kEFRONT ELEVATION FLAN CHECK I BID C-- KRAUSE o Pasadena, California 91106 OS H E. K SE J 0 _ Phone. 626.449.1990 _ WASHINGTON SQUARE MALLA5 A R C H I T E C T P, Fax: 626.449.1935 • Fax((503)656-4111503)65f 6297 ' OREGOIr 9585 S.W. WASHINGTON SQ. RD. cli (J' ---- 15259 S i 82 2 O s h i m a S t u d i o I n c �O N on 97012 • �j o� JOB NO. PORTLAND, OR 91223 Clackamas:Oregon 91015 ------ OF FILE NUMBER L 0 1. - - 2335 2335A5.dwy e. NOTICE: IF THE PRINT OR TYPE ON ANY r� r1i �r IIIIII � i � ili �I � IIII IIIIIIIIII I � III �I Ill�t� llfrTlT�i'IIIIIIIIIIIIIfII IIIIIIIIIIIIIII IMAGE IS NOT AS CLEAR AS THIS NOTICE, IIIIIIIIIIIII IIIIIIillllllllll Illlllljlll�lIIIIIIIIIIIIIIIIII III {IIIIIIIIIII Illlllflllll l �'/ I- - -I - 11 - _ 1 -- I---3� -- - 41 - - �J 1 - -- --- -61_ IT IS DUE TO THE QUALITY OF THE No 39 ORIGINAL DOCUMENT i � � ��►��1��IIIIIII IIIIII �II►I� � ► i 1 l TLlil9lll9 V 11�Z1IIII8II �� ► ��11911llill 1111tol ►T11I111111 � iil�lii►��II��II►�� ►��Il��l��llll��i� �l� N. 4� s' 31 iG NOT USED SCALE: 1/2"=1'-0" 2 I a d i i - +21'-1" A.F.F. METAL DECK +20'-1" A.F.F. BOTTOM OF JOIST (�) MALL DUCT I S SPENDEDI GYP BD CLG MALL CEILING — 1$l_ +11'-11 3/8" A.F.F MALL BULKFIEAD J 3} 2X4 ACT CLG — 4 1 2X2 T CLG G ID 11LE L ,_ „ 2X2 ACT CLG GRID do TILE 1 —(E) WALL TO REMAIN BACK ROOM - -- SALES AREA _ �- MALL --- _-i ---- _. -- - _ VAI X Y �^ REFDERENCE ELEV. Washington Sa. Rd. M2-A,9653 BLIP2004-00015 17 of 33 NOT USED SCALE: 1/4"=1'-0" 3 BUILDING SECTION SCALE: 1/4"=1'-0" ---------- -^— --- — ---- REVISIONS DATE .o — - - ( SHEET TITLE 01105104 0 �, Q o o BUILDING SECTION n 188 North Holliston Ave. Suite 103 �� PLAN CHECK I BIDS �, «o. KRAUSE — Pasadena, California 91106 r � ARCHIL ECT P, C, — Phone: 626.449.1990 SEPH USE WASHINGTON SQUARE MALL w (503)656-4111 Q _i Fax 626.449.1935 ` A511 M Fax - - -- - - % Ems" 9585 S.W. WASHINGTON SQ. RD. L � 15259 Lulte S E 82 Or _ O s h i m a S t u d i o , I n c q� Clackamas,Oregon 97052 PORTLAND OR 97223 OF O� JOB NO. 1 FILE r!UMBER — ' 2335 — 2335A51.dwg NOTICE: IF THE PRINT OR TYPE ON ANY ► I I Ili III III III III III I i Ill III III I I Ill III III IMAGE IS NOT AS CLEAR AS THIS NOTICE, Illll�Illi I�IIIiI-IIIIIIIIIfII-IIIIIII�I Illllilll� lIII -I III -'--I I III t I III I III III '1II- III I III IIII II I I I II I lIII l '',,�II °1-_ --- - -- — II (IIhI IIII IIII IlII�III IIlI L 11 1 I ' I'I��I � 1 JISL IT IS DUE TO THE QUALITY OF THE N 36 ORIGINAL DOCUMENT 9t blip lllllIIIIIh V u J��I IIIII1IIIIIIIIIlllllll111111 ll II11 IIIIIlIII1 � r Ill��+rll WOOD VENEER WOOD VENEER I I FABRIC WRAPPED I I-- — -COILING DR GUIDE 1/Y HOMASOTE PANEL 5/8" DRYWALL - `4 'v- +9'-8*A.F.F. Ijk TOP OF BRACKET T Its • __ — — MTL. BACKDROP MTG. BRACKET I LIGHT COVE __\____ 'r' N o I W/ (6) 1 1/2• X 5/16" LAG SECTION LFINISH FLOOR �` - _ i SCREWING SUPPLIED Ar. INSTALLED 24• BY TENANT. GLASS - 5/8" FIRE RETARDANT BIRCH FACE PLYWOOD SCREWED INTO STUDS do FRONT 5 1/2• X 10" X 1/2• BASE PLATE 5/8" DRYWALL =-� BLOCKING 1}iEN GLEED TO DRYWALL W/ 2-3/8• DIA. X 4' EMBED BEHIND EACH PANEL. TO HOLD HILTI K'MK BOLT II -- 250 LBS. EACH SIDE (500 LBS. TOTAL) _ PROVIDE BACKING AS REQ'D FOR 01_ 2'-O" ATTACHMENT OF ALL EDGES SUPPLIED 1 1/2" �" 1 112- 5/8' DRYWALL\ - - 41 10 do INSTALLED BY G.C. 11 L _ M MTL CN STOREFRONT -- -- WALL PER PLAN r- - -- -- �' SILVER WOOD VENEER ISOMETRIC LEASE LINE PLAN 037 35-034 BACK 35-028 35-006 STOREFRONT DETAIL 31111 = 1'-0• " 10 BACKDROP MOUNTING BRACKET 1 = 1 -D 7 HOMASOTE PANEL 1 = 1 -0 5 O.H. GRILLE @BASE 1 1/2 = 1 -o. 3 I iii I i 1 1 1 e - WOOD VENEER WOOD VENEER _ + 12'--0" A.F.F._ I 3/8'- LAG BOLT 3/8'- LAG BOLT- 2" I I ! I 1 1'.000 VENEER 1'-4" SCHED. CLG. I 1 ! ! • �•� SIRUCT. ABOVE LIGHT FIXTURE N ! _ - - + 11'-6" A.F.F. _,!$� — I I ! i - Ji `V TOP OF OPENING MET STUDS I UNPUNCHED 0 6'-0" O.C. L • / ��\ WALL, SECTION, STAGGERED d I FRT WD FRAME BY F.C., PTD. - -- � 1-#8 EK / SCREW (typical) 11 MALL LIGHT COVE I I ALES AREA t ' --- CUNT. TOP TRACK ICN 5" +12 -0_ ' " A.F.F. PAINTED �� WOOD VENEER __40 l SCHEDULED CEILIN Gam' ! I . GLA3S - (E) NEUTRAL PIER CEILING I I +11'11" A.F.F. \. I I GYP BD -- MTL _ _ STOREFRONT 3 5/8" X 20 Ga MALL 11LE SILVER _ n MTL STUDS T-- BASE BLK'G U - - / II CAUL KING 44 LEASE LINE WALL, ( SEE SHT A2 FOR WALL TYPE ) I I -WOOD VENEER � 3/4 I I WD BASE 5/8" BACKE BOARD +8'-0" A.F.F. d 35-0.36 - - - - - - OPENING 35-032 NOT USED 12 NEUTRAL PIER DETAIL 3' = 1'-0• g STOREFRONT BASE DETAIL 30 = 1'-0' 2 - ATTACH TO 8" _ UNDERSIDE OF STRUCTURE ABOVE -- - -- HANGER WIRE - FRT WO FRAME BY F.C., PTD. I I WOOD VENEER (E} 8X8 TUBE STEEL z= I - PTD GYP BD WALL - i tI ! SUSPENDED GYP. BD. CEiLING -� I I 3 5/8" METAL - -- " STUD FRAMING AT 16" O.C., TYP. WOOD VENEER LEASE LINELIGH -N-W WALL, -_ I I • I ; FIXTL RE SEF SHEET A2 I FOR WALL TYPE I I LINE OF CLG. GRID COUST. N ------- ICOILING +j ch 8- �. I • ------- WELDED OTOOSTL.UIDE �.. ---_--- 0 TUBE MIN. DIM. N - _ _ + _34" A.F.F. AS REQ'D BY MFR. 1'- 6" - FLUOR. LIGHT COILING DOOR FIXTURES, �:EE TOP OF GLASS ---- ELEC. " GLASS LOCATION WHEN 1/2 THK CLEAR PLEXIGLASS i41 G 00 CLOSED MTL 9.. - , - - - - - - __- -- _ - - - - 5/8 GYP. BD. ' STOREFRONT + + TYP., PAINTED � " MTL \ SILVER _ _ _ -P + - - _ - _ _- _ + 1 -6 A.F.F. STOREFRONT - j- SILVER 5' +1U BOTTOM OF OPENING " , , - -- 6. _ 5/8* TYPE x -� GYP. BOt,RD - 4" SQ, STL, TUBE METAL CORNER -- FRT WD FRAME BY F.C. /- MET STUDS ® 16 O.0 • W 6 1/2' X 10" $ METAL CORNER ESCUTCHEON 6" I DEAD, TYP. (typ. ALL PARTITONS) WOOD u7 STEEL LAT WELDED " �- - PLASTIC LAMINATE BEAD, TYP.- _ TO 1 112-" PIPE I- --- 5/8 GYP. BD. CONT. BOTTOM TRACK - 3/88 EXP BOLTS VENEER __ _ SEE TDETAIL 3�A5.2 \ 'L WGOD BASE ------ WOOD BASE TYP., PAINTED _ (E) DEMISING WALL ----1'-4"----- _ -- _ - _ A EXIST. CONC. SLAB - -3/4" PLYWOOD + 0'-0" A.F.F. / I -- 2'-6"- --- ---- J^ REFERENCE ELEV. \ �`---`___ WOOD VENEER DEMISING WALL DETAIL 11/2' 35-038 35-035 35-019 35-026 35-033 = 1'-0' 11 LIGHT COVE AT SALES 1 1/2• = 1'-0• 6 WALL HANGING BRACKET DETAIL SCALE: 1"=1'-0" 6 FALL SECTION 1 1/2• = 1'-0• 4 O.H. GRILLE PLAN DETAIL 1 DATE !— - 1 SHEET TITLE f ---- --- _ - REVISIONS _ ___ 01r05104 � o F�A DETAILS t KRAU .5E !� 188 North Holliston Ave. Suite 103 PLAN CHECK I BID DW e ' Pasadena, California 91106 �~ JOSEPH E. FUSE - ARCHITECT P, �, A -- Phone. 626.449.1990 WASHINGTON SQUARE MALL Cl) I�!!!!1 (503)656-4111 Q Fax 626.449.1935 A512 Fax(503)656-6297 --------- - —.— CU AS, OREGON 15259 S.E 82 Ur 585 WASHINGTON SQ. RD. N Suite 202 -_ -- - O , a t V d Q A C r Clackamas,Oregon 97015 Waslunmlon SQ. Rd. M2-A.9653 �' 4*6' PORTLAND OR 97223 BUP2004-00015 of J09 N0, y 18 of 33 FI E NUMBER 5 --_ ---- ----- 2 5`•A52.dwg NOTICE: IF THE PRINT OR TYPE ON ANY III III III III III Ili t I I !! I I III III III + I I III III I I1 III III III III I I I I I ! I I III III III III I I I I I III III III IIIIIII III III I I III III IIIIIIII III III IIIIIII III III IIIA I ja IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 1 I I I �\ I._ I I � I -I 14 _ I �1I 6 I • \I \I I _ I g1_- I I _ 1._ ..101 ._ I I 11 I I- 1�� ! 1L IT IS DUE TO THE QUALITY OF THE Nn 38 - -.x-� / ORIGINAL DOCUMENT tilIlllliilll ILII IIIIIIIIIIII'llll�llll�lllllll I�IIII III I�IIIIIIIII�IIIIII I II�IIIIIIIIL�IIIIIIIII�IIIIIIIII�II III III I I II I I I►I►III�I III II�I III III II III�IIIIIIIII IIII�IIII!!IIIIIIIIII�►IIIIIII 11I 1 ILI.IIII 11111I\.1 11II\I I VI�II I II�1W�1�11L I�I I111111111.1WIIIIIIII111 �IluIlIIIInI1u,'�eI I. i - -- ------ -- -- (� ----- - -- FACE OF ADJACENT SEE PLAN I I _.- - �-.--5/8• TYPE 'X' DRYWALL WALL WHERE OCCURS ---------�- .-� � - - - - -- - SEE FLOOR PLAN DOUR ------ -- - - - FOR WALL TYPE - - 2 1/2" MIL. STUD 3 5/8" MET _ /AL STUD WALL 1 2• I I - - -- I I FRAMING, TYP. I -_ SALES SERVICE CORRIDOR --PLASTIC LAMINATE OVER 1/20 BOARD, .+ ---- EXIST. COLUMN i i 34" HIGH - r---- I I 3/4" CONCRETE -- - - f- HOLLOW METAL FRAME COLUMN GRID LINE w N I I I - _ - -- - - N -� 5/8" TYPE "X" GYP. BD. I I - I -- I ; VINYL REDUCER STRIP WOOD BASE NOTE. ROUND TO SQUARE _ n CORNER BEAD TRANSITION I I , JAMB CONDITION: - - - - -- -- - - - I VINYL PLANK FLOOR - - DBL. MET, STUDS TO - — 14 Ga. STEEL °Z"-CLIPS STRUCTURE ABOVE WELD TO FRAME - HEAD CONDITION: (3) PER JAMB NOTE: I - OPENINGS OF 4'-0" OR LESS- (2) PER HEAD 1. WHERE 1 HR. RATED REQUIRED, BASE BELOW I PROVIDE SINGLE 18 GA. TRACK. - -�- -" COLUMN TO BE UL DESIGN X 521 MIN. I I - OPENiiJGS GREATER THAN 4'- 2. EXTEND GYP. BD. TO I I d PROVIDE DOU6LE 20 GA. STUDS 6" ABOVE SCHEDULED CEILING. I I ° a m a SIM. TO JAMB. WHERE FIREPROOF APPLIED ON COLUMN I I c 4 FRAME DIMENSION EQUAL TO FINISH WALL THICKNESS NOTE: + 1" WHEN IN WALL OF PROVIDE FIRE-RATED FRAME FINISH FLOUR DIFFERENT CONSTRUCTION WHERE REQUIRED, SEE DOOR SCHEDULE, SHEET AO.1 35-018 35-005 35-007 35-030 NOT USED 15 FURRED COLUMN1 1/2• 1'-0" 12 BASE GYP. BOARD HALF FULL 9 SHEET VINYL 1 CONCRETE 6 HEAD 1 JAMB HOLLOW METAL FRAME SCALE: 3"=1'-D• 3 = l� HALF FULL SIZE CONT. EDGE GUARDS v MIRROR CONT. 3 5/8" 20 Go. - -- -- FACE OF ADJACENT METAL TOP TRACK I WALL WHERE OCCURS --�- I I � - "FOUNTAINHEAD" ARABIAN SAND � 6 X 16 Go. METAL —� SEE FLOOR PLAN 3 5 B" X 16 Ga. METAL SOLID SURFACE COUNTERTOP & VINYL FLOORING DOOR / = BLOCKING BETWEEN FCS WALL TYPE STUDS AT 16" O.C. SCREWED � � EACH STUD SPLASH -- �� 1/?• To EA. JOIST AS SHOWN SALES AREA BACK RM f TOILET RM I I __j - - - - - - #10-12 SELF DRILLING, m 5/8" TYPE "X" GYP. BD. SELF-TAPPING SCREWS, TYP. BLOCKING AT 1 HOUR RATED WALLS - SALES AREn SALES AREA � EXTEND GYP. BD., PLYWOOD CARPET SHHET VINYL C-4 'I- HOLLOW METAL FRAME Ll1 AND PROVIDE 1 X 3 WOOD I TRIM AT OPENING THROUGH - I - - -- WALL - - - - - i 3/4• PLYWOOD VINYL REDUCER STRiP --- NOTE: 3/4 FIRE RETARDANT PLYWOOD, RATED PER I I JAMB CONDITION: o LGCAL CODE L. +8'-0" _ - - - VINYL PLANK FLOORING — _ _ _ _ - DBL. MET. STUDS TO o - 14 Ga. STEEL =Z"-CLIPS OVALYN II UNDERCOUNTER a a STRUCTURE ABOVE WELD -TO FRAME - 2 X 2 X 14 Go. STEELSINK____----- v — - CERAMIC TILE (2) PER HEAD - � � a - OPENINGS OF 04N-0 OR LESS- (3) PER JAMB ANGLES d 16 4 4 PROVIDE SINGLE 18 GA. TRACK. SELF GRILLING SELF TAPPING - OPENINGS GREATER THAN 4' DOOR- AS - ) 6" X 16 Go. METAL JOIST _ #12-14 COUNTERSUNK BUGLE PROVIDE DOUBLE 20 GA. STUDS AT 16" O.C. -- HEAD GYP. BD. SCREWS AT (E) CONCRETE SLAB d c SCHEDULED - 1/8 STAINLESS STEEL n a v SIM. TO JAMB. EA. STUD °� SCHLUETER STRIP a a a o a " FRAME DIMENSION EQUAL 5/8" TYPE °X" GYP. BD. TYP., �, d TO FINISH WALL THICKNESS NOTE: T (FINISHED AS SCHEDULED) + 1" WHEN IN WALL. OF PROVIDE FIRE-RATED DOOR AND FRAME DIFFERENT CONSTRUCTION WHERE REQUIRED, SEE DOCR SCHEDULE, PROVIDE INSULATION AT ------ - -- -- WALL PER PLAN SHEET AO.1 TOILET ROOM WALLS 35-039 35-025 35-004 - 004 35-027 35-003 SECTION AT TOILET SCALE: 1 1/2"=1'-0" 14 SINK DETAIL SCALE: 3"=,'-o• 11 CARPET 1 VINYL FLOORING iX = 1'-D" 8 VINYL PLANK I SHEET VINYL HALF FULL SIZE F HEAD l JAMB - HOLLOW METAL FRAME SCALE: 3'=l'-Ow 2 SALES AREA MALL CERAMIC 0 1/4" THICK ACRYLIC /^ STRUCT. ABOVE j�8"� LAG BOLT s COLOR AS SELECTED i TILE - MALL FLOORING BY TENANT BY THE ARCHITECT 3 MEi STUDS - - - - - - - - - - - - -- - -- +5'-0" \\ UNPUNCHED 0 6'-0. O.C, -- _ 1/8 MAX. SEALANT JOINT TO MATCH 1-#8 TEK �- GROUT USE AT TRANSITION ONLY / (M4.) - MIN. 2 PEP, SCREW (typical) WALL SECTION, STAGGERED SYMBOL AND COPY o VINYL PLANK FLOORING RESTROOM _ SHALL BE RAISED 1/32'. CERAMIC TILE SOLID VINYL PLANK FLOGQING �- - �� COLOR AS SELECTED BY CONT. TOP TRACK PAINTED GYP. BOARD - THE ARCHITECT. TOILET ROOM SALES I = 6„ — AL1GN- GRADE 2 BRAILLE - I CEILING-- CERAMIC TILE - - --- NOTES a 5/8" TYPE 'X' --- l -- - GYP. BOARD - - / - MET STUDS 4 16" O.C. 1. LETTER STYLE: SANS SERIF OR SIMPLE SERIF TO BE SELECTED BY Q a 4 Q p I (typ, ALL PARTHONS) THE ARCHITECT i 2. SUBMIT SAMPLES TO THE ARCHITECT FOR APPROVAL PRIOR TO CONT. BOTTOM TRACK - I 3/8" EXP BOL[5 0 48" o.c., MAX. INSTALLATION. (E) CONCRETE SLAB (E)E CONCRETE SLAd I 3. SIGNS SHALL BE ADHESIVE MOUNTED TO DOORS AND WALLS ADJACENT 1/8DIVIDER ANGLE / /- EXIST. CONC. Sl 48 , I TO LATCH SIDE OF DOOR. THIN SET --- FEATHER FLOORING ON SALES SIDE 4. SIGNS SHALL COMPLY WITH REQUIREMENTS OF THE STATE OF CALIFORNIA TO MEET MALL ELEVATION ACCESS REGULATIONS AND ADA REQUIREMENTS. Washington Sa Rd. M2-A.9653 r 1 35-010 35-011 35-002 BUf 200433 015 35-020 19 of 35-001 TILE BA HALF FULL I • p • V-08 7 COVE SE 13 HANDICAP SIGNAGE No SCALE 1 p CERAMIC TILE / VINYL PLANK 1/� 11-00 7 VINYL PLANK TO MALI, FLOOR TRANSITION 1/4 11-00 4 TYPICAL PARTITION 1 1/. 1 - - — REVISIONS r - DATE o — - - - SHEET TITLE f _ w I /� 01105104 O o O 0 0 p DETAILS 188 North Holliston Ave. Suite 103 � (.� ` � KRAUSE -- __ C.t11A.S. PLAN CHECK I BID A Pasadena, California 91106 EPH E.K SE A _ Phone: 626.449.1990 WASHINGTON SQUARE MALL i -, ARCHITECT� 3R RC, Fax: 626 44£.1935 ^ A6 U-) 5 ) 56 111 �`'� Fax(503)656-6297 EGo"2 9585 S.W. WASHINuTON SQ. RD. CD 15259 5 E 82 Ur Su to 202 s h i m a S t u d i o I n c Ciackomat,Oreyon 97015 � PORTLAND, OR 97223 16, OF Q� JOB N0. FILE NUMBER t Y a -- ' - — �- - — - -_-- -. -�--_ 2335 —_ ?_335A6.dwg NOTICE: IF THE PRINT OR TYPE ON ANY lil SII III III lil ill lil I I lil lil lil ' III III III III III III III III ; I I III Ill III III 'II III III I I I III I�I Ill III III I I III III IIIIIII III III IIIIIII III III VIII I 1 it IT - - -� ---Ill III_� 1��- `�C��- . Q5 IMAGE IS NOT AS CLEAR AS THIS NOTICE, l_ -_ _— l IT IS DUE TO THE QUALITY OF THE N��d e- _-M. -' ._.._.,. ORIGINAL DOCUMENT RZ 8Z L]Z 9�Z �Z 6Z EfZ �Z TZ ui 6T 8T LT 9T 4T 6T ET ZT TT �T 16 18 �tL I� J�11ilU�lll11lll1�I1IlII1111 I11 -- — _ +12'-0* A.F.F. 1 I SCHEDULED CEIUN NOTE: ACT CEIl1NG GRID FOR BRACES CONNECTED I 2-#9 X 1/2" SELF- PERPENDICULAR TO DECKING TAPFING SCREWS PER STRAP - FLUTES, MAKE PLATE 4" WIDE. SEG TTN b—b b - CONT METAL STUD ANO METAL STUD AND / . TOP TRACK -- - 1 GYP BOARD, GYP BOARD, 3" X 4" X 18 GA. METAL DECK 1-#8 TYPE S-12 PAN HEAD b SEE PLAN SEE PLAN -- STEEL STRAP -�// SMS(TO EA. STUD DOTH SIDES.) - I � I I 3/8"4 HILT! EXP. ANCHOR I 0 32" O,C. MAX. MIN. 2 PER Z 3"x1/4'x1'--1 1/2' - - - - jL TRACK. I I /?-.S/8" Hll_Tl KWIK-BOLTS 3 5/8" x 20 Go MET. STUDS _�U - ONNtCT WEB OF STUD ® 16' O.C., TYP. TO Pl. W/3-#8 S.M.S. NOT ACCEPTABLE 2X2 ACT GRID do7TILE 3 5/8' MTL SID \ 20 Go UNPUNCHED +H'-o' A.F.F. A SPLAY ORESTUDS 0 4'-0" O.C.-- \ CURTAIN ROD & OPENING IV (STAGGERED) - --- CURTAIN BY PICTURE PEOPLE, -- GYPSUM BOARD CEILING ATTACH ROD 0 ENDS ONLY t 35-023 35-017 35-015 35-009 15 CASED OPENING W/ CURTAIN ROD 12 ACT GRID CLG / GYPSUM BRD 3' = 1'-0' 9 SPLAY WIRE CONNECTION HALF FULL SIZE 6 WALL BRACING 11/2' = 1'-0' 3 3 5/8' X 20 GA. MTL STUD FRAMING, EXTEND TO UNDERSIDE __. 1 SET OF 4-12 GA SPLAY WIRES OF STRUCTURE ABOVE W/ q ( q 7 — -7 N0 E: FOR EACH 144 s ft 64 s ft DIAG BRACING, TYP. I 12" FOR RATED CEILINGS) I FOR BRACES CONNECTED -- '�— 1 WIRE IN PLANE WITH EACH CEILING PERPENDICULAR TO DECKING I I k4" RUNNER. FIRST SET OF WIRES SHALL 12 GA. HANGER WIRE I I FLUTES, MAKE PLATE _ BE WITHIN 4'-0" OF WALLS OR 0 4'-0" o.c. BOTH VVAYS 4" WIDE. I I + _ CEILING SEPARATIONS. MAX. 12' o.c. b N Q +-12'-8' A.F.F. _ _ -- + + LIGHT FIXTURE ��- - - -- - 1 1 mY COVE HEIGHT ��J 't m8"MAX. 25 Ga UNPUNCHED b - " GYPSUM BOARD 4 TIGHT TURNS W/!N 1-1/2" STUDS ® 4'--0" O.C. \ x USG COMPASSO SUSPENSION — DRILL HOLES AND USE o X +t2'-0 A.F.F. 3 TIGHT TURNS typical FOR SPLAY WIRES " T` STAGGERED , Q SCHEDULED COLING TRIM " TOP & M 1/4 x2 TAPCON SCREWS Q� (v—v \ { - IN 1 1/2 , TYP. O BOTTOM 4 - TURNS MIN. TYP. /'` \ 7 (] METAL STUD AND ♦ \ 8 SEE BOARD, TOP & BOTTOM 1-#6 S.M.S.♦ \, �1 MAX PL 3"x1/4_x1'-1 x1 4"H1'-1K1/2' BOLTS SEC f 111 I� b-b 3/8" MIN. CROSS \ I' �i� 3/8-0 HILTT EA. STUD OR MAIN RUNNER 5/8' TYPE 'X' GYP. BD. �" � EXPANSION ANCHOR ' MAX. � W/HILTI CEILING CLIPT I -CONNECT WEB OF STUD 6'-0" I 12'-0" = I I TO PL. W/3-#8 S.M.S. -,�--- MAX. I IMAX. TYP. __ I I — CONT. TOP TRACK + - u___- 45' MAX. II I I HANGER WIRE _ _ I ( Jig X-C rL_\4\/ 7 77 \ 1 • I PLACE STUD UNDER EA. BRACE - + / TYP. - 2" MAX I 3. MET STUDS = COMPRESSION STRUT ® 16 O.C. (U.N,O.) typ—R;L AN 0_0 VACOUSTICAt_ TILE CEILING CROSS TEE ON SUSPENDED GRID SYSTEM _+8-0 A.F.F. MAIN TEE NOTE: L zOPENING CONTRACTORS OPTION TO USE EITHER HANGER WIRE Lf CONNECTION SHOWN. LOAD TESTING REQ'D FOR EITHER METHOD. t 35-03? 35-022 35-016 315-014 35-008 � TYPICAL CEILING HANGER DETAIL NOT TO SCALE: 14 COVE DETAIL 11 SUSPENDED CNEILING DETAIL HALF FULL SIZE 8 HANGER WIRE CONNECTION HALF FULL SIZE 5 NON-BEARING STUD WALL BRACING 11/2' = 1'-0' 2 SUSPENDED ACOUSTICAL CEILING NOTES 1. HANGER WIRES SHALL BE PROVIDED WITHIN 8" OF THE ENDS OF ALL MAINS & CROSS RUNNERS OR 1 -1/2" X 16 GA. AT 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST AT THE PERMITER OF THE CLG. AREA ✓ STL. VERT. BRACE 8" MAX. — 2. HANGER WIRES THI,F ARE MORE THAN 1 IN 6 OUT OF PLUMB SHA!.L HAVE COUNTERBRACED WIRES. ® 12'-0" EA. WAY _ 3. CEILING GRID MAY BE ATTACHED TO NUT MORE THAN 2 ADJACENT WALLS: 9 GA. HANGER WIRE THE CGLING MUST BE AT LEAST 1/2 INCH FREE OF OTHER WALLS. 9 GA, HANGER WIRE ® 4'-0" o.c. AT 4'-D" O.C. (MAX.) BOTH WAYS 4. AT THE PERIMETFh OF THE CEILING ARLA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNEMED TO AND NOT MORE THAN -- - -- +--1---- THE ADJACENT WALL AND WHERE THE DISTANCE BETWEEN THE WALL AND THE FIRST PARALLEL 6" FROM ENR OF RUN RUNNER IS MORE THAN 12 THESE RUNNERS MUST BE INTERCONNECTED NEAR THE FREE END 3/4" FIRE TREATED — T-BAR SYSTEM WITH A METAL STRUT SECURELY ATTACHED TO PREVENT SPREADING. FACE OF STUD PLYWOOD FOR LIGHT 5. A SET OF 4-#12 GA. SPLAY WIRES ORIENTED 90' FROM EACH OIHER SHALL. BE PROVIDED FOR EA. 96 S.F. —1-1/2" x 16 Ga. COLD ROLLED FIXTURE ATTACHMENT ACOUSTICAL UNLESS OTHER SPECIALLY DESIGNED & DETAILED BRACING IS PROVIDED. FIRST SET OF SPLAY WIRED SHALL CARRYING CHAN. 0 4'-0" o.c. +12'_0- A.F.F. CEILING TILES BE 4'-0" FROM ANY WALL. WIRES SHALL BE TAUT W/O CAUSING CLG. TO LIFT. SCHO)ULED COUN 6. ALL CEILNG WIRES AND UNBRACED DUCTS, PIPES, ETC. MUST 8E SEPARATED, 6' MIN. CLR. - 2 TIGHT LOOPS 7. WHEN DRILLED IN CONCRETE ANCHORS OR SHOT-PINS ARE USED FOR CLG. WIRE SUPPORTS, 1 IN 10 cc 1 STRAND OF 16 GA. ACT CEILING GRIDWIRE OR 2 STRANDS MUST BE FIELD TESTED FOR HANGER WIRES AND 1 IN 2 MUST BE FIELD TESTED FOR BRACING ORES. IF ANY ANCHOR FAILS ALL ADJACEN I ANCHORS MUST BE TESTED THE TEST LOAD SHALL � �` � — OF 18 GA. WIRE. �`�-- — MUSLIN TRACK ATTACHED BE TWICE THE DESIGN LOAD. (TEST 200 LB, TENSION FOR HANGER WIRES; 550 LB. TENSION SPLAY WIRES TO WOOD BLKG. w/ FIAT FOR SPLA) WIRES. NO SHOT-PINS MAY BE USED FCR SPLAY WIRES.) 45, 012'-0' O.C. HEAD SCREWS 0 8' O.C. TYP. 8. ALL LIGHT FIXTURES SHALL BE ATTACHED TO THE CEILING GRID TO RESIST A HORIZONTAL FORCE 1 -1 2" MTL. CHNL. THROUGH DRAPE TRACK MAXIMUM / EQUAL TO THE WEIGHT OF THE FIXTURES. 04'-0" O.C. MAX. - - -- INSTALLER TO USE EXTENDED y FLUSH OR RECESSED LIGHT F;XTURES AND AIR TERMINALS OR SERVICES WEIGHING LESS THAN 56 TYP. ' AND NOT MORE THAN - DRILL BIT WHEN ATTACHING EXISTING DEMISING WALL 2'-6' FROM POSING WALL MUSLIN TRACK TO AVOID DAMAGE POUNDS MAY BE SUPPORTED ON GRID BUT I;'UST HIKE 2-#12 CA. SLACK SAFETY WIRES ATTACHED / / 6" FROM WALL — — TO FIXTURE AT DIAGONAL CORNERS TO THE STRUCTURE ABOVE. - - - ---- - -- 1C FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS JR SERVICES WEIGHING MORE THAN 56 POL'NDS \ -------- --- -- —- & ALL FIX11JRES AND AIR TERMINALS OR SERVICES IN INTERMEDIATE DUTY GRID MUST BE INDEPENDENTLY \ OF FIXTURES TO BE MR. FURRING \ T-_0" POSING WALL. � SUPPORTED BY NOT LESS THAN 4 TAUT #12 GA WIRES CAPABLE OF SUPPORTING 4 TIMES THE LOAD. CHANNEL CLIP GYP BOARD 11. SURFACE MOUNTED LIGHT FIXTURES SHALL BE SUPPORTED BY AT LEAST TWO POSITIVE CLAMPING DEVICES \ -- - --� - - -- MADE OF #14 GA MINIMUM MADE OF #14 GA MIN. STEEL WHICH SURROUND THE CLG. RUNNER & SUPPORTED MTL. FURRING CHNLS. 0 24" O.C. (MAX.) " NOT ACCEPTABLE. AND NOT MORE THAN 6" FROM WALL X 25 G HAT I+ TO THE & SUPPORTED TO THE STRUCTURE ABOVE WITH A N,1CHA2 GA WIRE. ROTATIONAL SPRING CLIPS, CHAN. X16" o..c. 12. PENDANT MOUNTED LIGHT FIXTURES SHALL BE SUPPORTED DIRECTLY TO THE STRUCTURE ABOVE W/ (12" O.C. AT T & G WOOD CEILING) - HANGER 'HIRES THROUGH EACH PENDANT CAPABLE OF SUPPORTING 4 TIMES THE LOAD. NOTE: 1. SEE FINISH SCHEDULE FOR CEILING FINISH. 13. SPLICES WILL NOT BE PERM; TFD IN ANY HAN,ER OR BRACING WIRES. 2, .AT CHANNEL SPLICES OVERLAP 12" AND 1" X #6 WALL BOARD 14. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT TRAPEZE OR OTHER SUPPLEMENTAI',Y SUPPORT SECURE W/ DOUBLE STRAND 16 GA. TIE WIRE, SCREWS 0 8' o.C. _ Washinqton So. Rd. M2-A, b1353 MEMBERS AT OBSTRUCTIONS TO MAINTAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BUP2004-00015 35-024 35-021 20 of 33 35-012 BRACES AS REQUIRED AT ALL CEILING BRAKS, SOFFITS OR DISCONTINUOUS AREAS. 35-013 CEILING AT DEMISING WALL 1" = 1'-0" 13 MUSLIN TRACK BLOCKING 3' = 1'-0" 10 SUSPENDED ACOUSTICAL CEILING NOTES 7 SUSPENDED GYP. BOARD CEILING SUPPORT NOT TO SCALE 4 SUSPENDED GYP. BOARD CEILING HALF FULL SIZE 1 - ---- REVISIONS - DATE .v — SHEET TITLE 01/05/04 gglal ;Q h, U o, 0 0 DETAILS w 188 North Holliston Ave. Suite 103 NOG� PLAN CHECK I BID V�J A- n AlldrkkKRAUSE - Pasadena, California 91106 _ Phone: 626.449.1990 JOSEPHcE. K SE 3ARCHITECT WASHINGTON SQUARE MALL P, C, _ " (503)656-4111 Fax: 626-449,1935 ----- Fax(5o3)656-697 — --- - CUCKIWA3, ECON,��. 9585 S.W. WASHINGTON SQ. RD. 601 p I---- ----- -.� 15259 5E 82 Or • O� N Suite 202 A _ _M� � � o 9 � i m a S t u d � o � e n c 9T _ Clackamas,Qregon97015 - OF o� JOB NO. PORTLAND, OR 97223 FILE NUMBER Q 2335 2335A61.dwg NOTICE: IF THE PRINT OR TYPE ON ANY 1 I I III III III III III III I I III III III I I I IT III I I I1 rT I I f I I III 1 I III III III III I I III III I I III III III III III III III I I III III I I I I I I III III I I I I I I I III IIIII I , 1 II I i l 1 l lIl l i I I I I I I I -- IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I - I 11 - --- I _-_ +� 41„ I 6�- - I -l - - I- - 121 - - -IT IS DUE TO THE QUALITY OF THE _ No 36�III1I;I IIIII 6IIIZ►Iil�l I K11f1Z1111I 111L1�1Z11I!�I I!IiI1IZIIII�ILI9I IzILII�II I6IlIZI�III�IIFI Z IIII�IIII ZIIII�IIIi�IIZIIIi�II OZ I►8111I111 III BI IIiI►II�I IILII�IiII►I�II9II�iI�II�Il9llhi lllfIl IiI IIiI III II EIlIiII I�II.ZI I�ii I II�I I I[I iIlll�l II II III II II II�I8II.II+I11�II8II�II � — &=:; 8 - ZT�I ll � IIIORIGINAL DOCUMENT �l lfi � I�I,��11l1 � N f,�, DIVISION ZERO DIVISION ONE _- - - ; SECTION 01700 PROJECT CLOSEOUT Fine aggregate, consisting of sant; or crushed stone screenings, clean, hard, free frorr, deleterious rI SECTION 00600 - BONDS do INSURANCE FINAL CLEANING matter. Grade b SECTION 01010 - SUMMARY OF THE WORK GENERAL General: Special cleaning requirements for specific units of work are included in the appiopriatc, sections Division 2 y ht tifl weight pass sieves as follows: through 16. Generai cleaning during the regular progress of the work is required by the General Conditions and is s The General and Supplementary Conditions are hereby made a part rf and shall apply to the work of this section. GENERAL DESCRIPTION OF REQUIREMENTS included under section 'Temporary Facilities'. 3/8": 100 % No. 30: 30-50 % The above AIA General Conditions are hereby modified as follows: Definitiona: Project closeout is the term used to describe certain collective project requirements indicating No. 4: 95-100 % No, 50: 10-20 X RELATED DOCUMENTS completion of the Work that are to be fulfilled near the end of the Contract time, in preparation for final acceptance Cleaning: Provide final cleaning of the work at the time indicated. Clean each surface or unit of work to the No. 8: 80-90 X No. 100- 2-5 X Drowi^gs and general provision of contract, including General and Supplementary Conditions and other Division 1 Specification and occupancy of the Work by the Owner, as well as final payment to the Contractor and the normal termination of condition expected from o normal commercial building cleaning and maintenance progrcrn. No. 16: 50-75 X Article 11.1 _ Contractor's liability Insurance. Add the following requirements to the Article: Sections apply to work of this section. the Contract Removal of Protection: Except as otherwise indicated or requested by the Architect ono/or Engineer, remove Coarse aggregate consisting of gravel or crushed stone, clean, hard, free from deleterious matter.Grade b weight "Contractor shall, during the progress of the work, maintain Workman's Compensation. Contractor's Public Liability insurance, PROJECT WORK IDENTIFICATION Specific requirements for individual units of work are included in theappropriate sections in Division 2 through 16. tem anon rotaction devices an facilities which were instal y g g p y p ted during the course of the work to protect previously Automobile Liability Issuance covering all awned or rented equipment which is used in or on the work, and Contractory s General: Project name is "The Picture People" as shown on Contract "ocuments prepared � Oshima Studio, Inc. completed work during the remainder of the construction period. to pass sieves as follows: Protective Liability Insurance. Time of closeout is directly related to 'Substantial Completion' therefore the time of closeout may be either a single 1/2": 100 % Contract Documents: Indicate the work of the Contract and related requirements and conditions that have an impact on the time period for the entire work or a series of time periods for individual elernents of the work that have been certified Compliance: Comply with safety standards and governing regulations for cleaning operations. Do not discharge 3/8": 30-50 % 11, "The limits of liability provided in each such liability insurance policy shall be at least $300,000 for injuries, including project. as substantially complete at different dates. This time variation, if any, shall be applicable to the other provisions of volatile or other harmful or dangerous materials into drainage systems. Remove waste materials from site and No. 4: 0-1` % accidental death to any one person, and $500.000 for any one accident involving two or more persons. Automobile. Liability this section. dispose of in a lawful manner. No. S: 0-5 % insurance shall also provi;e a property damage limit of at least $50,000. 1 Summary by References: Work of the Contract can be summarized by references to the Contract, General Conditions, Landlord's Renewal Conditions for Tenant Work, Supplementary Conditions, Specification Sections, Drawings, addenda and General: Complete the following prior to Substantial Completion: Reins rcement: ASTM A 185 welded steel wire fabric. DIVISION TWO f modifications to the contract documents issued subsequent to the initial printing of this project manual and including, but Standard Topping: D �i n ' to darde�g mix to produce topping material with following characteristics: t "Contractor shall cause Cwner to be named as additional insured in such Contractor's public liability, and Contractorsp PP g 9 protective liability insurr+:�ce policies. Certificates of all such insurance shall be filed with Owner through Architect, and shall not necessarily limited to, printed material referenced by any of these. It is recognised that work of the contract is also Submit specific warranties, workmanship maintenance bonds, maintenance agreements, final certifications, and similar Strength:,strength: 3500 psi minimum. b bl id n uavoay affectedor influencedy governing regulations and other forces outside the contract documents. documents. SECTION 02060 - DEMOLITION Slump: 8' maximum for concrete containing HRWR (super plasticizer) and 3" maximurr for other contain a provision toot no cancellation of material change in the policies shall become effective except upon fifteen days written advance notice thereof to 0-.mconcrete. 0-.mer. The following clause will be incorporated as part of the insurance certificates, or ,:r as a rider attached thereto: ADDENDA 10 SPECIFICATIGENERAL ONS Obtain and submit releases enabling Owner's full unrestricted use of the work and access to services and utilities, W C Ratio: 0.51 maximum. Bulletins and instructions issued by the Architect during the period of bidding will be incorporated in the Contract Documents where required, including occupancy permits, operating certificates, and similar releases. DESCRIPTION OF WORK by mears of Addenda to the Specifications. 'The policy herein referred to is not cancelable or subject to a reduction of coverage by the insurer in less than fifteen days EXECUTION 1,4 a after Owner has received written notice as evidenced by return of registered letter." Deliver tools, spare parts, extra stocks of materials, and similar physical items to the Owner. Schedule of Demolition Work: Df .lolition requires removal and disposal, off-site, of the following: Mixing: Provide batch type mechanical mixer for mixing topping materia! at project site. Eur , SECTION 01040 -- PROJECT COORDINATION g: yp g pp' g p je Equip batch mixer with a A. Removal of any relevant dry wall partitions, acoustical treatment, and miscellaneous items related to suitable charging hopper, water storage tank, and o water measuring device. Use mixers which re Make final change over of locks and transmit the keys to the Owner. Advise the Owners personnel of change over in g g pp 9 g g Article 11,4 - performance Bond and Payment Bond. Delete this Article in its entirety and substitute the following: GENERAL projected work. capable of security provisions. B. Removal and capping of all abandoned electrical fixtures and electrical lines per code. mixing aggregates, cement, and water into a uniform mix within specified time and of discharging mix il 1' "The acceptance of a bid will be contingent upon the Contractor's ability to Tualify, prior tc the time the contract is DESCRIPTION OF WORK Complete start u testing f Owner's C. Removal and capping of all abandoned plumbing fixtures and plumbing lines per code. p p s g o systems, and instruction of the Owner. operating and maintenance personnel, without executed, for a bond in the full amount of the contract written by a Burets comnnny approved by Owner. Said bond shall Minimum administrative and supervisory requirements necessary for coordination of work on the project D. Removal an etas' off all Y p o ct include, but are riot d ins f a abandoned mechanical plenums, registers, grilles, ducts, etc. per code. guarantee and be conditioned for the full, complete, and faithful performance of the contract and payment in full of ail Discontinue or change over and remove temporary facilities and services from the project site along with construction segregation. Mix each batch of 2 cu. ids or less for at least 1-1 2 minutes after r ' E. Removal of any existing storefront, tnle�s otherwise indicated to remain. Ya / g edients are limited to, the following: tools and facilities, mock-ups, and similar elements. in mixer. claims and liens for labor and for services performed and for material furnished in connection therewith, such bond to be in forint satisfactory r a isfactory to Owner. Owner reserves the right to designate the agent or broker and to select the surer company. JOB CONDITIONS Increasing mixing time 15 secorids for each additional cu. yard or fraction thereof, YLayout Procedure Complete final clean up requirements, including touch up of painting. Touch up and otherwise repair and restore i The bond shall be issued e` Owner's expense and therefore, the cost of such bond shall not be included in the contract bid.' General Installation Provisions marred exposed finishes. Condition of Structures: Owner assumes no responsibility for actual condition of structure(s) to be demolished. Read mix topping may be usad when acre table to Architect. When acceptable, furoate read mixed Cleaning and Protection y- p g �+ p p ready-mixed obtaining building permit and before commencing with the work, the General Contractor shall show evidence of meeting topping all the insurance requirements. LAYOUT PROCEDURE RECORD DOCUMENT SUBMITTALS The space has been partially of wholly readied for new construction to begin. fhis Contractor's bid shall include the complying with requirements of ASTM C 94. cost of making this space completely ready. The Owner shall not be charged extra for any demolition or costs of any General: Establish markers to set lines and levels for work as needed to properly locate each element o', the project. General: Specific requirements for r kind to prepare the space for new work. p q record documents are indicated in individual sections of these Specifications. P P P Topping Applied to Hardened Concrete: Remove dirt, loose material, oil, grease, Jr other All permits and inspections required, unless specified otherwise, shall be obtained and paid for by the Contractor. Owner will Calculate and measure required dimensions as shown within recognized tolerances. Drawings shall not be scaled to determine Other re uirements are indicated in the General Conditions. General submittal requirements are ind'c PP 9 PP 9 point, reimburse Contractor for principal plan check and permit fee. dimensions. Advise entities performing work of marked lines and levels provided for their use. q q ated in the contaminants, various "Submittals" sections. Salvaged Materials: Items of salvageable value to Contractor may be removed from structu�es as work progresses, leaving a clean surface. Salvaged items must be transported from site as they are removed. TiON 00710 - GENERAL COtJ01(IONS OF THE CONTRACT Procedures: Before proceeding with the layout of actual work, verify the layout information shown on the Drawings. As work purposes, P ,, proceeds, check every major element for line level and plumb. Do not use record documents for construction ur oses, rotect from deterioration and loss in a secure, fire-resistant When base slab surface is unacceptable for good bonding, roughen surface by chipping or scarifying Explosives: Use of explosives will not be permitted. before Conditions: American Institute of Architects (",l„) Document A201, "General Conditions of the Contract for Construction", location, provide access to record documents for the Architect Engineers referent: during normal working hours, cleaning. Prior to Latin topping mixture, dampen slab surface but do not leave standing water. 1987 Edition, Articles 1 through 14 is mode a part of this Contract. EXECUTION Traffic: Conduct demolition operations and removal of debris to ensure minimum interference with roads, streets, 9 placing PP 9 P 9 Record Drawings: Maintain a record set of blue or black-line white prints of contact drawings and shop drawings in Over dampened Referenced Conditions m^intain force and effect as though set forth in full and steall apply to all portions of Work, walks, and other adjacent occupied or used facilities. Do not close or obstruct streets, walks, or other occupied or � ,- Pp y p GENERAL INSTALLATION PROVISIONS a clean, undamaged condition. Mark up the set of record documents to show the actual installation where the surface, and immediately before placing topping, broom on a coat of thin nett cement grout. Apply used facilities without permission form authorities having jurisdiction. Provide alternate routes around closed or installed work varies substantially from the work as originally shown. Mork whichever drawing is most capable of neat cement The owner reserves the right to install store fixture work or to use a portion of the construction area after substantial " obstructed traffic waysif required b ovemin regulations.Contractor is hereby specifically directed, as a condition of Contract, to obtain necessary number of copies of AIA completion by the contractor. Such occupan:y shall in no way imply acceptance of any part of the work. showing the actual field condition fully and accurately, however, where shop drawings are used for mark up, record q y g g 9 grout only to areas which will receive topping before grout sets or dries. In lieu of neat cement Document A201, and to become fully aquatinted with Articles contained therein. a cross reference at he corresponding location on the working drawings. Give particular attention to concealed workgrout, manufactured Protection: Ensure safe passage of persons around area of demolition. Conduct operations to prevent injury to Installers Inspection of Conditions: Require the Installer of each major unit of work that would be difficult to measure and record at a later date. Mark record sets with red erasable pencil and where bonding agent, integrally colored to show extent of application, may be used. Apply by brush or q p to inspect the substrate to receive the feasible, adjacent building, structures, other facilities, and persons. Erect temporary barricades or cov-red passageways as s , use other colors to distinguish between variations in separate categories of work. Mark up new information spray, and at ) Notify and appraise subcontractors and other parties to contract and individuals and agencies engaged on Work as to work and conditions under which the work is to be performed. The Installer �nafl report all unsatisfactory conditions to the required by authorities having ' risdictian. Provide interior and exterior sharing, bracinn, or support to prevent , contents. which is known to be important to the Owner, g pp Contractor. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the P , but for some reason was not shown on either contract drawings or movement, settlement, or collapse of structures to be demolished and adjacent facilities to remain. recommended rates, in accordance with manufacturers directions. installer. shop drawings. Organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print The term 'Contractor' under this Contract shall refer to subcontractors as well as General Contractor. suitable titles, dates, and other identification on the cover of each set. For reinforced topping, provide necessary chairs or supports, .-d maintain position 3f reinforcing mesh as shown on Damages: Promptly repair, at no cost to Owner, damages caused to adjacent facilities by demolition operations. Jrawings. s Manufacturer's Instructions: Where installations include manufactured products, comply with the manufacturer's applicable SECTION 00800 - SUPPLEMENTARY CONDITIONS Maintenance Manuals: Organize op ^_:Ing and maintenance data into suitable sets of manageable size. Bind data instructions and recommendations for installation to the extent that these instructions and recommendations are more Utility Services: Maintain existing utilities indicated to remain, keep in service and protect against damage during f • into individual binders properly identified and indexed. Bind each set of data in a �eav due 2' three ria vin g g Joints: Mark locations g icints in base slab so that joints in top tourer, will be placed directly over them. 114 explicit or more stringent than requirements indicated in the contract documents. P p Y Y Y 9 Yt demolition operations. Do nog interrupt existing utilities serving occupied or used facilities, except when authorized Intent of the Contract Documents: It is the intent of these Contract Documents to establish a high quality of material and covered binder with pocket folders for folded sheet information. Mark the appropriate identification an both front ;� in writing by authorities having fu.. diction. Provide temporary services during interruptions to existing utilities as Platin and Compacting: S read to in mixture even) over prepared base bring iu required I workmanship, but not necessarily to note and call for every last item of work to be done, Any item not specifically covered E ui ment under this contract and furnished ti others i and spine of each binder, include the following types of information in operation and maintenance manuals: ac tabs Placingp topping y p p q fired oval with straight- but deemed necessary for satisfactory completion of the work shall be accomplished by the Contractor in a manner Equipment y e s (.e. light fixtures. lamps, and store fixtures): It shall be the ep a to governing authorities. edge and strike-off. After placement, do not work surface further until ready for Floating, Begin floating when r responsibility of the General Contractor to acquaint himself with the dimensions of all equipment under this contract so that surface water has disappeared, or when concrete has stiffened sufficiently to permit operation of power driven floats. consistent with quality of the work without additional cost to the Owner. Emergency Instructions Provide temporary telephone and fax line on job site. Consolidate surface with power driven floats, or by hand-floating if area is small or inaccessible to power units. 1. preparations can be mode to provide entry into the building with sufficient clearances and so adequate floor area is available. Spore Parts Listing Copies of Warranties The Genern! Contro�tor shall also provide fire extinguishers as required b the Fire Dept. during • @ Work of the contract includes furnishing of all labor, materials, appliances, transportation, and services required for p g q y p g Check and level surface Ian to tolerance not exceeding 5 i6 in 10 when tested with ° 10 straight-edge Cut satisfactory construction of this project. q Inspect each item of materials or equipment immediately prior to installation. Reject damaged and defective items. Writing D'agrams Temporary telephot shall be on job site within 48 hours of beginning work. P 9 / 1 Provide attachment and connection devices edown high areas and fill low areas. Uniformly slope surfaces to drains. Immediately after levelino, re-float surfacend methods for securing work. Secure work true to line and level and within Recommended "Turn Around' Cycles Existing Conditions: Contractor shall examine site before submitting bid. The Contractor shall lay out work, give personal recognized industry tolerances. Allow expansion and building movement. Provide uniform joint width in exposed work. Inspection Procedures EXECUTION to a uniform, smooth finish. supervision and general direction to all trades at site and shops, ane: be responsible for work correctness. The Contractor Arrange joints in exposed work to obtain the best visual effect. Refer to questionable visual effect choices to the Architect Shop Drawings and Product Data shall keep a competent foreman in charge at site throughout the work. for final decision. DEMOLITION Where joints are required, construct to match and coincide with joints in a bcse slab. Provide other joints as shown. CLOSEOUT SUBMITTALS Pollution Controls: Use water sprinkling, temporary enclosures, and other suitable methods to limit dust and dirt Each contractor shall verify all measurements and conditions at project before ordering materials' risin and scattering in air to lowest practical level. Comply with governing regulations pertaining to environment Trowel Finish: After floating, begin trowel finish operation using w iv I P 1e g or doing work and shall Recheck measurements and dimensions of the work as an integral step of staring each i. trila ' Closeout of motorist submitted to and approved by Architect, Engineer, and Owner shall include the following: All g 9 p P y g 9 g P 9 9• 9 op t es g po er driver, trowels. Continue troweling until report any inconsistencies or errors in work of others affecting the possible perfection of his own work. 9 P 9 1s tion, g ( protection. surface is ready to receive final troweling. Begin final hand-troweling when a ringing sound is produced as trowel is data of 8'i/2” x 11' or smaller in size shall be submitted in a three ring binder properly indexed by item.) moved over surface. Consolidate cone ate surface by final hand-troweling operation, free of trowel marks, uniform I Contractor shall verify existing Install each unit of work during project status which will ensure the best possible results in coordination with the entire work. t . • , y g conditions and effect all alterations, adjustments, etc. to deliver complete store installations to Do not use water when it may create hazardous or objectionable conditions such as ice, flooding, and pollution, in texture and appearance, with a surface lane tolerance not exceeding 1 8 in 10' when testa with i^ pp p g / d a straight- 1. P Isolate each unit of work from incompatible work as necessary to prevent deterioration. Coordinate enclosure of the work A. One (1) set of Addenda Bulletins and Change Orders with backup, edge. conform to contract drawings and specifications. with required inspections and tests so as to minimize the necessity of uncovering the work for that purpose. B. One (1) set of Architectural, Structural, Mechanical, Electrical, and Plumbing As-Built sepias and one (1) Clean adjacent structures and improvements of dust, dirt , and debris caused by demolition operations, as directed by Codes, Permits, and Fees: the Contractor and all subcontractors shall comply with the requirements of all local and state blueline set. Architect or governing authorities. Return adjacent areas to condition existing prior to start of work. STAINING AND SEALING Tests and inspections: All tests and inspections, of any kind, required hereinafter in the specifications, and which involve C. One (1) set of Fire Sprinkler shop drawings (Factory Mutual approved only if required by Landlord). i codes governing the work, and shall pay for and obtain all required permits, fees, licenses, and inspections. Contractor shall expense, shall be pu„i b the Contractor and reimbursed b Owner. reimburse Owner in full of any of the above mentioned fees paid for by the Owner. y y D. One (1) set of Operating and Maintenance Marn'als or major pieces of equipment and guarantees per Building Demolition. Demolish building interior as shown on Architects drawings, and remove from site. Use such Colored Concrete: The contractor for colored concrete paving shall provide conclusive proof that he is qualified to specifications in bound form. Owner reserves right to receive additional manuals upon request on HVAC methods as required to complete work within limitations of governing regulations. and has previously produced specified paving and can comply with the provisions specified herein and shown on the Mounting Heights: Where mounting heights are mot indicated, mount individual units of work at indust.� recognized heights Guarantee: the Contractor and all Subcontractors shall warrant all work and materials under this contract to a free f 9 9 9 equipment pumps, HW heaters, transformers, electrical panels, and emergency lighting. Proceed with demolition in systematic manner, from to of structure to round. Complete work above each floor or plans. Proof shall be in three high quality installations, similar i P 9 YYs P 9 P P g q y a s, n scope to that specified herein, Evidence that the defects fora period of one b ee ° far the particular application indicated. Refer questionable mounting height choices she Architect for final decision. E. One (1) set of Air Bala; r� Report tier before disturbing supporting members on lower levels, Demolish concrete and masonry in small sections. Contractor is qualified to comply with the requirements specified herein shall be submitted to and be subject to the p year or as the law requires from the date of acceptance of the work by the Ovine., and shall y q p y q p le correct all defects promptly without cost io the Owner, Progress: Contractor shill cause the work to be diligently r F. One (1) set approved Conti,! Schematic Drawings with sequence of operation. (Note: only if different from Remove structural framing members and lower to ground by hoists, derricks, or other suitable methods. Locate approval of the Architect. Construction manager to be Bay Area Concretes, Inc. 510-651-6020. 9 g ly pu sued to entire complet'on. Should he fail to supply a demolition equipment throughout structure and remove materials so as not to impose excessive loads to supporting sufficiency of workmen or materials or fa:I to make timely arrangements which may b,s required for progress, then Contractor engineered drawings.) walls, floors, or framing. Work provided b the contractor shall include: g G. Typewritten list containing names, addresses, and phone numbers of Architect, Engineers, General P y Substitution of Specified Products: References in the specifications to brand names and catalog numbers are for the �holl provide evidence satisfactory to the supervising Architect that said deficiencies are due to causes beyond Contractor's 1. Materials: concrete color hardener reinforcement stain ands ler ur ase of establishing ea p p a standard of quality. Substitutions for specified products will be considered, but no substitutions Contractor, and Subcontractors. shall be made without the prior written approval of the Owner. control. Unless he provides such evidence, Owner shall have the right after two days notice in H. One copy of typewritten list containing brand names and identification numbers for all paints and stains used, SALVAGED MATERIALS 2. Place concrete wood floor finishes, acoustical ceiling tiles, and all sari and ceramic file used of materials which differ Carefully remove material to be salvaged in order to avoid damage. Materials for reuse on this project are to be 3. Place color hardener, Flash seond color (Flash if specified) writing to make arrangements and supply such workmen and materials at Contractor's expense. The same 9 quarry list: orated into new work as indicated. Except for items indicated to remain Owner'sproperty, other removed and 4. Apply imprinting foals if specified) Application of Finishes: Surfaces pre• ously prepared or installed by another trade shall be inspected carefully by the relationship shall exist between the General Contractor and all Subcontractors. form Specification. ore p pp y p 9 ( p ) Subcontractor before applying subsequent materials or finishes. If they are in unsatisfactory condition to receive finish, the I. Additional quantities of materials as listed below and delivered to job site and signed for by the store st,kinged materials not indicated for reuse shall become Contractors property, removed from site, with further 5. Place Patina Stain (if specified) Contractor and the Architect shall be notified immediately in order that corrections be made. Manager (where applicable): di vc !tion at Contractor's option. 6. Place VOC Solvent Seal Contractor ;,hall coordinatE construction scheduling, process and procedures witn building owner. on. Application of finishes will be construed as acceptance of responsibility by the Subcontractor for the base upon which it is i, Resilient Tile - Twenty-four (2.4) pieces. DISPOSAL OF DEMOLISHED MATERIALS 7. Place final acrylic sealer Ceiling CLEANING AND PROTECTION 2, Tile - One (1) sealed carton of each type. applied. 3. CeTile and Marble al Twelve n o pieces of field tile, four (4) pieces of bullnose and four (4) General: Remove from site debris, rubbish, and other materials resulting from demolition operatiun. Burning of Concrete shall have a minimum compressive strength of 3000 psi. Portland cemen shall conform to ASTM C 150, removed materials from demolished structures will not be permitted on site. Type I, II of IV. Aggregate shall conform to ASTM C33 and shall be minus 3/8 inch. Aggregate size of 3/4 inch is All materials and finishes indicated on the Plans and in the Specification shall be new and unused. Occupancy during construction: It shall be noted that the adjacent stores intend to remain in business throughout the pieces of marble (12 x 12 ) of each type. permissible in some applications. Mix water shall be fresh, clean, and potable. An air-entraining agent conforming work. Protection _ P 9 9 9 o action of the public and/or store employees shall be the responsibility of the Contractor. Such protection 4. Paint One (1) gallon of each color. Removal: Transport materials removed from demolished structures, and legally dispose of off site. Contractor shall, in the work of all trades, perform any and all cutting, patching, repairing, restoring, and the like necessary shall be accomplished by temporary barricades and the like, constructed to mail specifications. 5. Stain - One (1) gallon of each color used; provided by fixture contractor. P 9 Y P with ASTM C260 and/or ° normal set or retarded-set water reducing admixture conforr7 Ing with ASTM C494 may be used. Calcium chloride shall not be permitted in the mix. Concrete shall be 1 1/2 inch thiel minimum. o complete the work and to restore any damaged or affected surfaces resulting from the work of this contract to their 6. Fire Sprinkler Heads - Four (4) of each type, wrench and cabinet to retain all accessories, DIVISION THREE original condition to the satisfaction of Architect and Owner. General: During handling and installation of work at the project site, clean and protect work in progress and Contractor shall Reinforcement shall be: Fibermesh. adjoining work at the basis ori continuous maintenance. Apply protective covering on installed work where it is mount cabinet as directed by Store Manager. SECTION 03340 - ARCHITECTUkAL PRECAST CONCRETE SUBMITTALS required to ensure freedom from damage or deterioration at time of substantial completion. Clean and perform 7. Grout - Two (2) pounds. maintenance on installed work as frequently as necessary through the remainder of the construction eriod. Adjust 1. Scope Color hardener, integrations of pigments, surface conditioning and dispersing agents, and Portland cement blended Shop drawings and/or product literature (fixture cuts) are required for concrete and masonry reinforcement, structural steel q Y y g P 1 J. Punchlist is completed and approved by "The Picture People” representative. P Precast concrete countertops, paving, and storefront base and cornice. with hard graded color hardener shall be applied to the surface of the concrete as manufactured by QC Construction connection details, storefront, sheet metal work, and system layouts for heating and ventilating, plumbing, electrical and and lubricate operable components to ensure operability without damaging effects.others as specified. EXECUTION 2. Materials Products, Madera, CA 5?0-6516020. Color (s) shall be selected by owner. Limiting Exposures of Work: To the extent possible through reasonable control and protection methods, supervise Profiles as indicated in drawings with color and finish to match Architects sample, 8omanite Patene Artectura methods for concrete graphics, colored, imprinted, stained, oncrete paving to be performance of the work in such a manner and by such means which will ensure that none of the work, whether CLOSEOUT PROCEDURES Fabrication by. see finish schedule Submit one (1) reproducible and two (2) prints of complete fabrication and installation details, or four (4) copies of product installed per standards and specification in accordance with 9a Area Concretes Inc. 417 Business completed or in progress, will be subjected to harmful, dangerou3, damaging, or otherwise deleterious exposure p p y 9 B siness Center Drive, literature for the Architect's action prior to fabrication. General Operating and Maintenance Instruction: Arrange for each installer of operating equipment and other work during the construction period. Such exposures include, where applicable, but not by way of limitation, the � following: that requires regular or continuing maintenance to meet at the site with the Owners personnel to provide necessary SECTION 03320 - CONCRETE Ft_OORING TOPPING Fremont, California 94538, License #242104. Phone 510-651-8020. Samples are required for ceramic tile, laminated plastic, point and others as specified. basic instruction in the proper operation and maintenance of the entire work. Where installers are not experienced in STAINING AND SEALING ' the required procedures, include instrut ,n by the manufacturers representative-, GENERAL Concrete: Integral color, acid etch, epoxy coating and Kolorblen wax Schedules are required for finish hardware, heating and ventilating equipment lits, plumbing equipment lists, electrical Unprotected Storage equipment lists and others as specified. Submit three (3) copies for the ArchitectComply with requirements of Section "Concrete" and as herein specified. Famish dates action prior to installation. Improper Shipping or Handling p Samples, and Theft As part of the instruction for operating equipment, demonstrate the following procedures: materials 1. Integral Pigment: Conrad Sovig permanent pigment color no. TBD shall be added to all concrete in certificates as spfied in Section "Concrete". proportion of 2 lbs. Per sack of Portland Type 11 cement. Add color by weight after the aggregate and The Architect will return, unapproved, all Shop Drawing submittals which do not contain therein the General Contractor's Vandalism, eci before the cement and water, Smoothly dressed, belt--sanded at mil and the mixer time shall be a minimum certification that he has checked them for conformity with field conditions and dimensions in accordance with Articles of AiA Start-Up PRODUCTS f " Document 201, General Conditions of the Contract for Construction. Protection of work in place: All v ark it, place shall be enclosed with adequate protection. Permanent openings used Shut-Down a 10 minutes. Recommended slump is 3 , not over 5 . as thoroughfares for the introduce in rr work and materials to the structure shall have heads, jambs and sills well Emergency Operations Portland Cement: ASTM C 150, Type I of Ill. Furnish white cement if required to obtain finish rolor Noise and Vibration Adjustm�ni: to match 2. Acid etching: Damp concrete prior to acid application with water. Mix a solution of one (1) part muriatic Clean-up: The General Conditions shall be modified by the addition of the following: blacked and boarded. Safety Procedures existing adjacent concrete. acid to four (4) parts water, to uniformly etch the concrete Floor surface. A suitable long handle bristle Economy and Efficiency Adjustments scrub brush is available for this treatment. Do not allow etching surface to dry before rinsing with clean "In addition to removal of rubbish and leavi��g the building broom clean, the Contractor Ana'! clean n!I glass, remove stains, Effective Energy Utilization Standard Aggregate: ASTM C 33, and as follows: water; rinse thoroughly. Variations in concrete surfaces may require increased acid c:unc r n spots, marks, and dirt from decorated work, clean hardware, remove point spots, and smears from all surfaces, clean y q ant atio, s. 11 Fixtures, and wash all concrete and tiiN floors. For final clean up, clean cabinets ani make the building read, for 3. Epoxy. Roll FS-48 epoxy uniformly aper auto floor surface at o rate of 20C s . ft. gallon. Follow mixin. q P T T occupancy." Construrtian Keys: General Contractor shah provide as many sets of construction keys to temporary locks as required so and application im,tructions of manufacturers data sheet. r of all Subcontractors, including NIC Subcontractors and the Owner, will be able to procure keys from the Contractor. 4. Kolorblen wax: After epoxy has m;nimum of 48 hours cure, 3-4 coats of Kolorblen wax (TBD) shall be applied at f a rate of 1500 sq, ft. Per nallon, per coat. -- REVISIONS --- ' _ —_ �. _ -- DATE r SHEET TITLE ® W ~ //yy PLAN CHECK I BID A `' p� ,�/� SPECIFICATIONS I - 188 North Holliston Ave. Suite 103 '`<<r�1 O ;�' M O 1- � KRAU .� F 0 rj� Q - Pasadena, California 91106 a J(,,� OSEPH E. USE WASHINGTON SQUARE MALL Phone: 626.449.19 0 T I %� — I�� F (503) 656-4111 a _ 400 Fax: 626.449.1935 ^` Fox 503) 656-6297 _ U EGON 9 I� _] 15259 S.E. 62 or. � 9585 S.W. WASHINGTON SQ. RD. ASP4 N Sulte 202 O s h i m a t u d i o I n c O r- packomos, �. on 970,5 ---- ---------_-�-- _._. __.__ _ . • PORTLAND, OR 97223 111i I •9 Washington Sa. Rd. M2-A.9653 l ___ - __ - Q - QF of JOB N0. BUP2004-00015 FILE NUMBER -- ._ - ________— - __ ___ _ 1 2335 - 21 or 33 ___ _ 2335ASP1.dwg ,k NOTICE: IF THE PRINT OR TYPE ON ANY I.L. lir III III III III III I !f!II 111 III I 1111 111 11'r IiTIi11 111 !Ilj .11I111 lit IIT III IIT 111 JI-II 11111111iIIT 111111 111 i 1111111' 1111111fill111 1111illIli II ---- IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I L 1� I - � I �I I � L �l _ I � 141- 1Ii 5L1I 16� 111111 !1 I---I I g� � - �- L_�l _ I I __101- 11111111 _ 11 1 � -12 � �^' � � / �,7� � C IT IS DUE TO THE QUALITY OF THE No re & ��,.. • � / N ,,;,,,�, .�,r, - - --- - — - - -- - ---- _ -- - ---- - - - --- --__ . ORIGINAL DOCUMENT ejz f3 Z L Z g Z y Z 6IZ g Z Z I Z r�Z 8 i 13 I L 1 91 41 6l1. £ I �7,i I!I 1 8 8 L 9 9 6 F I J717, ? 11 ��►�� i.11l IIII�IIIII��►ii�lllll��llll►�IIIIiIIIIIIIIIIIIIIIIIIIIIIII IIIIi III IIIII►►�1�I�I►1�1�I�III►11III�11►�iII►I�IiI IIII III II�IIII III II I � I + I i I I IiII II I IIII II III III11�1III1 1111,11IIillllll►►11111111111I�II II 1 III IIII l 1l �11111 �I I �� IIII III � u L� �U�u llu IIII 1� ... V t. _ — - — - —-----T--- --, _ --- - Acid Stain & Wax sides of expansion and ;ontrol joint, with separate studs, do not bride the joint with components of studs tem. P 1 P 9 to P Ys For FRTW wood used in interior applications not exposed to relative humidifies in exces., of 92X, use treatment PRODUCTS PRODUCTS � 1. Concrete to be a minimum of 3000 P.S.I. and cured by water or non-staining curing paper. Install horizontal stiffeners in stud system, spaced (vertical disto ce) at riot more than 4'-6" o.c. chemicals with reduces hydroscopicity which are non-corrosive to metal fasteners, are non-blooming, and permit use Manufacturer: Dynaflair Corp. of transparent oil-based finishes. ACC;EPTABLF MANUFACTURERS Tampa, Florida 2. Mix acid stain (color TBD) with water, ratio three (3) parts acid stain to one (1) part rater. Brush solution Installation of Joists: Install level and plumb, complete with bracing and reinforcing as indicated on drawings. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products which may be Tel: (813) 247--4770 concrete surface and allow to dry. Repeat above procedures. Provide not less than 1-1/2" end bearing. Reinforce ends with end clips, steel hangers, steel angle clips, steel stud Available Products: Subject to compliance with requirements, products which may be incorporated in the work incorporated in the work include, but are not limited to, the following: section, end grain wood block, or as otherwise recommended by joist manufacturer. Where required, reinforce joists include, but are not limited to, the following: Model: Dynaflair "Legionaire' manually operated. 3. Kolorblen wax: After epoxy has minimum of 48 hours cure, 3--4 Kolorblen wax (TBD) shall be applied at at interior supports with single short length of joist section located directly over interior support, snap-on shoe, 30% Cal--Wood Door Div., Timberland Ind, Inc. 11 a rate of 1500 sq.ft. Per gallon, per coat, side-piece lapped reinforcement, or other method recommended by joist manufacturer. Secure joists to interior "Dricon" Koppers Company, Inc. Eggers Industries, Architectural Door Division support systems to prevent later,I movement of bottom flange. "Flameproof LHC' Osmose Wood Prservino Co. of America, Inc. Glen-Mar Door Mfg, Co. Cure and protect topping application and finishes as specified in Section "Concrete Work". "Protex" Hoover Universal Wood Preserving Division Graham Manufacturing Corp. Lock: Deadboalt with Interior thumbturn and exterior keyway. Field Painting: Touch--up shop-applied protective coating damaged during handling and installation. Use compatible Ipik Door Co., Inc. Performance: Failure of concrete topping to bond substrate ( as evidenced by a hollow zr,und when topped), or priner for prime coated surface, use galvanized repair paint for galvanized surfaces. Kiln-dry P treated wood to a maximum moisture content of 15% for plywood, 19% for lumber. Weyerhouser Company Frame: 3"x3" tube steel column at each guide track. Attach tube steel column to concrete floor slab and overhead disintegration of other failure of topping to perform as a floor finish, will be considered failure of materials and metal deck/steel framing. workmanship. Repair or replace toppings in areas of such failures as directed. SECTION 05580 - MISCELLANEOUS SHEET METALS Inspect each piece of lumber and plywood or each unit of finisn carpentry after drying. Do nct use twisted, warped, INTERIOR FLUSH WOOD DOORS bowed, or otherwise damaged or defective wood. Faces: National Birch Finish: Clear aluminum. Submittals: In addition to product data, submit Shop Drawings showing details of fabrication, assembly, and installation. EXECUTION AV Grade: Custom Nominal Opening Dimension: See Door Schedule. DIVISION FIVE Field verify opening dimensions prior to fabrication. MATERIALS FABRICATION PREPARATION Fire-Rated Solid Core Doors: Comply with the following requirements: SECTION 05400 - LIGHT GAUGE METAL FRAMING Available Manufacturers: Subject to compliance with requirements, provide miscellaneous sheet metal products by Condition wood materials to average prevailing humidity conditions in installation areas prior to installing. ;a' one of the following: Faces and AN Grade: Provide faces and rade to match non-rated doors in the same area of building, unless Tracks, Supports, and Accessories: Manufacturer's standards sized for door weight and dimensions, complete with g INSTALLATION 9 ball--bearing roller guides, brackets, bracing and reinforcing. GENERAL Discard units of material which are unsound, warped, bowed, twisted, improperly treated, not adequately seasoned, otherwise indicated, American Steel Products Corp, or too small to fabricate work with minimum of Joints or o timun jointing arrangements, or which are of defective DESCRIPTION OF WORK Bergen Metal Industries, Inc. tat P 9 g Construction: Manufacturers standard core construction as required to provide fire-resistance rutin indicated. Hardware: Manufacturer's standard to suit size and type of door. manu�acture with respect to sur.aces, sizes, or patterns. Install the work plumb, level, true, and straight with no q P g Extent of light gauge framing is shown on drawings. Brandt Airflex Corp. distortions. Shim as required using concealed shims. Scribe and cut work to fit adjoining work and refinish cut 9 9 9 9 � 9 q • 9 l0 9 Coiling Overhead Doors: Provide complete operating overhead coiling door assemblies lncludinS door curtain, Types of light ocuae metal framing units include that following: Custom Enclosures, Inc. surfaces or repair damaged finish at cuts. As a minimum requirement, comply with standards for custom grade of the Edge Construction: Provide manufacturers standard Icminated edge construction for improved screw-holding Pioneer Ind. Div., Core Ind., Inc. guides, coun.erbalance, hardware, operators, and installation accessories. �1 "`i, Pioneer Manual of Millwork, of the Woodwork Institute of California. Finish woodwork shall be resawn or smoothly capability and split resistance as compared to edges composed of a single layer of treated lumber. 11 Load-bearing Punched Channel Studs. � dressed, belt sanded at mill and hand sanded prior to erection as noted. Finish; free from open joints, hammer and Shop Finish: Clean and paint ferrous metal and galvanized surfaces with manufacturer's standard rust-inhibitive "C" Shaped Steel Joists. .beet Metal Materials: Use materials selected for their surface flatness, smoothness, and freedom from surface machine marks, structural defects and surface blemishes. Wherever practical, conceal means of fastening various rimer. blemishes arts and members together. Where surface nailing is unavailable, neat) set nails for putty stopping. SHOP-PRIMING P �1��"`, P 9 9 � Y P Y PP• 9• QUALITY ASSURANCE Before delivery of doors to project site, shorprime as follows: Fire --Rated Assemblies: Mere framing units are componentp of assemblies indicated for a fire-resistance rating, Galvanized Sheet Metal: ASTM A 526, 090, mill phosphaiized. Anchor finish carpentry work to anchorage devices or blocking built in or directly attached to substrates. Secure to Provide safety edge device extending full width of door bottom, located in neoprene or rubber osteo al mounted to , 9. rounds stripping, and blocking i gi 9 nailing as required f Paint Finish: Prime exposed portions cf wood doors shown of scheduled for paint finish with one coat of wood including those required for compliance with noverning regulations, provide units which have been approved by 9 y 9 9 g �,. h � pp g, g w th countersunk, concealed fasteners and blind g equ d or a complete " bottom door rail. Contort with switch before fully closinn will immediately stop downward travel and reverse governing authorities having jurisdiction. Sheet Steel: Commercial quality cold-rolled c.rbon steel as follows: installation. Except where prefinished, matching fastener heads are required, use fine finishing nail for exposed primer specified tri Division 9 Painting sections of these spec ifaatians. direction to fully opened position. tt. nailings, countersunk, and filled flush with finished surface and matching final finish where transparent is indicated. SUBMITTALS Zinc-Coated Sheet Steel: ASTM A 591, Class C, chemically treated with phosphate solution and light chromate rinse. PREFITTiNG AND PREPARATION FOP. HARDWARE EXECUTION : ' Shop drawings: Submit Shop Drawings for special components and installations not fully dimensioned or detailed in h t ADJUS fMENT, CLEANING, FINISHING, AND PROTECTION Profit and premachine wood doors at factory. Comply with tolerance requirements of AM for prefitting. Machine 'I, See Steel: ASTM A 366, Class 1, matte finish, }; W doors for hardware requiring cutting of doors. Comply with final hardware schedules and door frame shop drawings manufacturers product data. Include place on drawings far framing members showin size and au a desi nations, Adjustment: Repair damaged and ae c.-t ve finish carpentry ,,,,,,, wherever possible to eliminate defects functionally q 9 9 P YInstallation: Set track, door, and operating equipment complete with required hardware, jamb and head mold stops, I number, type, location 9 g g g and visual) where not possible to repair properly, replace woodwork. Adjust joinery for uniform appearance. and with hardware templates and other essential information required to ensure proper fit of doors and hardware. ii yp , , and spacing. Indicate supplemental strapping, bracing, splice.,, bridging, accessories, and Either of above materials at fabricator's option. X P P P P Y. P N Ja Y PP anchors, inserts, hangers, end equipment supports according to manufacturers �nsta.ati�n instructions. details required far proper installation. Clear��ng: Clean finish carpentry work on exposed and semi-exposed surfaces. Finishing: Touch-up shopapplied finishes to restore damaged or soiled areas. Refer to Division 9 sections for final Take accurate field measurements of hardware mortises in metal frames to verify dimensions and alignmen� before ,i Welding Electrodes and Finer Metal: Type and alloy to match to be welded. g p pp g proceeding with machining in factor After installation, lubricate, test, and adjust doors to operate without warp, twist, c stortion. DELIVERY AND STORAGE finishing of installed finish carpentry work. P 9 9 Y Protect metal framing units from rusting and damage. Deliver to project site in manufacturer's unopened containers Fasteners: Type and alloy to match metal to be fastened, use Phillips flat head screws for exposed fasteners whereEXECUTION SECTION 08410 - ALUMINUM ENTRANCES & STOREFRONTS or bundles, fully identified with name, brand, type, and grade. Store off ground in a dry ventilated space or protect permitted, unless otherwise indicated. Protection: Installer of finish carpentry work shall advise Contractor of final protection and maintained conditions with suitable waterproof coverings. necessary to encore that work will be without damage or deterioration at time of acceptance. General: INSPECTION Anchors and Inserts: Furnish as required for installation in other work. Use cadmium or hot-dipped galvanized units Require installer to examine door frames, after their installation, and doors, prior to their handling, for the following PRODUCTS Fire-Retardant Treated Wood (FRTW); Handle, stare, and install in accordance with manufacturer's directions and System Performance Requirements: Comply with structural performance, air infiltration, and water penetration for exterior work. as required to meet required classification or rating. Provide special fasteners, adhesives, and other accessories as purposes: q q g p requirements indicated, as demonstrated by testing stock assemblies according to test methods indicted. METAL FRAMINGtestes and tested for type of fore-retardant materials indicated. Shop Primer for Sheet Steel: Manufacturers standard fast curing, lead free, Universal primer, complying with To verify that frames comply with indicated requirements for type, size, location, and swing characteristics and have , System Components: With each type of metal framing required, provide manufacturer's standard steel runners Performance requirements of FS TT-P-645. been installed with plumb jambs, and level heads. Thermal Movement: Provide for expansion and contruct:or, resulting from and ambien temperature range of 180 deg q DIVISION SEVEN P f° F (100 deg C) without buckling, joint seal failure, u,idue stress on structural elements, damaging loads on fasteners, (tracks), blocking, lintels, clip apples, shoes, reinforcements, fasteners, and accessories as recommended by manufacturer for applications indicated as needed to provide a complete metal framing system. Shop Primer for Zinc-Coated Sheet Steel: Zinc dust, zinc oxide primer paint complying with FS TT-P-641, Type II. SECTION 07200 - INSULATION To verify that doors are free form defects that could cause their rejection. reduction of performance, or stress on glass. DJofS shell function normally over specified range, Materials and Finishes: Provide galvanized finish to metal framing components complying AS1M A 525 for minimum FABRICATION INSTALLATION (1) Wind Loads: Provide assemblies capable of withstanding pressures of 20 pst inward and outward, G60 coating. Scope of work: actin normal to lane of the wall. 9 General: fabricate items from materials of type, gauge, and finish, and to dimensions and details indicated, or Condition doors to average prevailing humidity in installation areas prior to hanging. 9 P Thermal Insulation at exterior walls and roof/ceiling as shown on drawings. required to provide unit of strength required for intended use and to produce exposed surfaces which ore smooth, "'Builders Structural Performance: Test in accordance with ASTM E 330. There shall be no lass breaks a or ermanent Punched Channel Studs: Manufacturer's standard, factory punched, load-bearing steel studs of size, shape, and gauge flat, and free of imperfections. Form sheet metal in maximum lengths and keep joists to a minimum with cut edges Hardware: For installation see Division 8 Hardware section of these specifications. g g P Materials: damage to fasteners, anchors, hardware or actuating mechanism or permanent deforr,,ation of indicated with one (1) 375" flange. concealed. Continuously weld all joints and seams except as otherwise indicated. Conform to SMACNA 9 9 recommendations for fabrication and construction details except Walls:as otherwise indicoied. Walls:lass batt thermal insulation, foil-faces, ASTM 655. framing members in excess of 0.2 percent of their clear span. R1' Manufacturers Instructions: Install wood doors to comply with manufacturers instructions grid of referenced AWi Materials and installation shall be .:i strict confo mance with manufacturer's recommendation3 and specifications as standards and as indicated. Install fire-rated doors in corresponding fire-rated frames in accordance with approved b the Architect. Shop Finishing: Comply with N.AAMM "Metal Finishes filo foal" to produce uniiorml finished products, and for Ceiling/Roof: R-19 Air Infiltration: Not more than 0.03 CFM per sq. ft. of fixed area (excluding operable door edges) when tested in PP Y P 9 P Y P Y P requirements of NFPA No. 80. accordance with ASTM E 283 at inward test pressure differential of 1.57 osf. sheet steel, with SSPC-PAt. Minimum 2.0 o. at partitions. Steel framing unless otherwise noted on plans). Safing Insulation Semi-rigid mineral wool Batts, unfaced, noncombustible USG "Thermal Fiber g p g ( p ) Job-Fit Doors: Align and fit doors in frames with uniform clearances and bevels as indicated below. Do not trim 3 I studs Colors: Provide colors indicated or if not indicated as selected b Architect form manufacturer's standard colors. Safing Insulation or equal as detailed or as otherwise required to mairtain indicated fire ratings. stiles and rails in excess of limits set b manufacturer or permitted with fire-rated doors if any. Machine doors for Water Penetration: No uncontrolled water penetration (excluding operable door edges) when tested in accordance 5/8" sloe ods (unless otherwise noted). � y y p y Surface Preparation and Painting: Solvent clean surfaces to comply with SSPC-SP1. Remove mill scale and rust if DIVISION EIGHT hardware, Seal cut surfaces after fitting and machining. with ASTM E 331 at aninward test pressure differential of 6.24 lbs per sq.ft. Provide galvanic insulation between dissimilar metals. P 9 P, present to comply with SS'C-SP5 (wHl',., MEM Blast Cleaning) or SSPC-SP8 (Picking). For uncoated sheet steel, Fitting Clearances: For non-rated doors, provide clearances of 1/8" at jambs and heads: 1/16" per leaf at meeting Thermal Transmittance: Provide U-value of ^ot more than 0.65 BTU (hrxsq.ft.xdeg F) at 15-mph exterior wind Available Manufacturers: Subject to compliance with requirementf, manufacturers offering punched channel load- apply hot phosphate suriace treatment to comply with SSPC-PT4. Apply shop primer to uncoated sheet steel SECTION 08210 - WOOD DOORS & WINDOWS stiles for pairs of doors, and 1/8" form bottom of door to top of decorative floor finish or covering. Where threshold velocity when tested in accordance with AAMA 1503. bearing steel studs which may be incorporated in the work include, but are not limited to, the following: immediately following surface preparation and pretreatment. Apply shop primer to zinc-coated sheet steel is shown or scheduled, provide 1/4 clearance form bottom of door to top of 'threshold. For fire-rated doors, provide immediately after surface preparation. DESCRIPTION OF WORK clearances complying with NFPA 80. Submittals: Submit the following: Alabama Metal Industries Corp. Allied Structural Industries INSTAIlATION 1. Product Data: Include fabrication methods, data on finishing, hardware and accessories and surface il Scope: Bevel non-rated doors 1/8 in 2" at lock and hinge edges. Bevel fire-rated doors 1/8 in 2 in lock edge , trim stiles, maintenance recommendations. Bostwick Steel Framing Co. Locate and place miscellaneous sheet metal items plumb and level in proper alignment with and securely attached to Furnish all materials necessary for a complete installation of doors and windows (including threshold and hardware), and rails and to extent permitted b labeling agency. 1 Coco Co ad' inin work. Touch-u shop pointed surfaces after installation using same materials used in shop. y P y 9 (1) Shop Drawings: Include layout, installation details, 1/4-inch scale elevations, detail sections of rP p 9 P P P 9 P fixed windrws, operable windows, storefront framing sections and miscellaneous trim. I Dale Industries, Inc. Job-Site-Finished Doors: See painting sections in Division 9 of these specification for finishing requirements. composite members, anchors and reinforcement, hardware mounting heights and glaring details. Inryco/Mllcor DIVISION SIX Wood Doors and Windows: Shall be of design size and type as shown on drawings. (2) Samples: Pairs of samples of each finish on 12-inch-long sections. Where normal color variations r, i Monex Corp. Construct per W I.C. Banding and face veneers shall be appearance grade. ADJUST AND CLEAN are anticipated, include sets indicating full range of color variations. Wheeling Cc-rugating Co. SECTION 06200 - FINISH CARPENTRY Operation: Rehang or replace doors which do not swing or operate freely. Institute protective measures as Extent and location of each type of wood is shown on drawings and in schedules. Types of doors required include recommended and accepted by door manufacturer to assure that wood decor will be without damage or deterioration Design Criteria. Drawings indicate size, profile, and dimensional requirements and are based on specific types and r, Joists: Manufacturers standard C-shape sections of size, shape, and gauge indicated. GENERAL the following: at time of subsequent completion. models indicated. Aluminum entrance and storefront by other manu acturers may be considered provided deviations do not change the design concept. Available Manufacturers: Subject to compliance with requirements, manufacturers offering C, shaped steel joists DESCRIPTION OF WORK Solid rare flush with wood veneer faces. SECTION 08305 - ACCESS DOORS which may be incorporated in the work include, but are not limited to, the following: Definition: Finish carpentry includes carpentry work which is exposed to view, is non-structural, and which is not Products: specified as part of other sections. Shop priming of wood doors is included in this section. GENERAL Ceco Corp. Manufacturer: See door schedule. Dale Industries, Inc. QUALITY ASSURANCE Factory fitting to frames (prefitting) and fortory preparation for hardware (prematching) for wood doors is included DESCRIPTION OF WORK Inryco Milcor Fire-Retardant Marking: Mark each unit of fire-retardant treated lumber and plywood with classification marking of Aluminum Members: Alloy and temper recommended; comply with ASTM B 221 for extrusions, ASTM B 209 car sheet or Underwriters Laboratories, Inc. or other testing and inspecting agency acceptable to authorities having risdiction, in this section. Extent, location, and size of each type of access door required are indicated on drawings. plate, and ASTM B 221 for bars, rods, and wire.. Monex Corp. g P 9 9 Y P 9 1u U.S. Gypsum Place marking on surfaces which will not be exposed after installation. PRODUCTS QUALITY rtSSURANCE PRODUCT DELIVERY, STORAGE, AND HANDLING Quality Standards: Where indicated (Hold Everything), provide wood panel doors complying with the following Carbon Steel Reinforcements: Comply with ASTM A 36 for structural shapes, plates and bars, ASTM A 611 for I. FABRICATION MANUFACTURERS cold-rolled sheet and strip, or ASTM A 570 for hot-rolled sheet and strip. ,';` standards: Protect finish ' Generi�lal: Framing components may be prefabricated into panels prior to erection. Fabricate panels plumb, square, carpentry materic,�s during transit, delivery, storage, and handling to prevent damage, soiling, and Manufacturer: Meadowcrafe, Inc. "1 ' true to line, and braced against racking. Perform lifting of refabricoted opals in a manner to prevent deterioration. Do not deliver finish carpentry materials until painting, wet work, grinding, and similar operationsFasteners: Aluminum, nonmagnetic stainless steel, zinc plated steel, or material warranted to be noncorrosive and g g g p p I eve t damage of which could damage, soil or deteriorate woodwork have been completed in installation areas. If, due to unforeseen AM Quality Standards: Section 1400 "Stile and Rail Doors of Architectural Woodwork Quality Standards' compatible with aluminum components, hardware, anchors, and other components. distortion. 9 MATERIALS AND FABRICATION P P P circumstances, finish carpentry materials must be stored in other than installation areas, store only in areas meeting published by the Architectural Woodwork Institute (AWT). Designations for grade and door construction under General: Furnish each access door assembly manufactured as an integral unit, complete with all parts and ready or I installation.Fastenings: Attach componen'� by welding, bolting, or screw fasteners, as standard with manufacturer. Wire tying of requirements specified for installation areas. types of doors refers to this standard. Concealed Flashing: 0.0179-INCH (26 gauge) minimum dead-soft stainless steel, or 10.026-inch thick minimum framing components is not permitted. " extruded aluminum of alloy and type selected for compadi,.,"ity with other components. PRODUCTS Quality Standards: Provide wood flush doors complying with the following standards Steel Access Doors and Frames: Fabricate units of continuos welded steel construction, unless otherwise indicated. EXECUTION Grind welds smooth and flush with adjacent surfaces. Furnish attachment devices and fasteners of type required to Brackets and Reinforcements: High-strength aluminum; where use of aluminum is not feasible provide nonmagnetic 9 WOOD PRODUCT QUALITY STANDARDS AVN Quoli,7 Standards: Section 1300 "Architectural Flush Doors" of "Architectural Woodwork Quality Standards" secure access panels of types of suppr;t shown. stainless steel of hot-dip galvanized steel complying with ASTM A123. INSPECTION AND PREPARATiON Hardwood Lumber Standard: Comply with National Hardwood Lumber Association (NHLA) rules. published by the Architectural Woodwork Institute (AWT). Designations for grade and door construction under Pre-Installation Conference: Prior to start of installation of metal framing systems, meet at project site with installers types of doors refers to this standard. Frames: Fabricate trum, 16-gou je steel. Concrete/Mosonry Inserts: Cost iron, malleable iron, or hot-dip galvanized steel complying with ASTM A 123. of other work, including door and window frames and mechanical and electrical work. Review area of potential Woodworking Standard: WIC "Manual of Millwork" of AM "Architectural Woodwork Quality Standards". interference and conflicts, and coordinate layout avid support provisions for interfacing work. Fire-Rated Wood Doors: Provide wood doors which are identical in materials and construction to units tested in Flush Panel Doors: Fabricate from not less than 14-gauge sheet steel, with concealed spring hinges set to open 175 Compression Weatherstripping: Replaceable molded neoprene gaskets complying with .ASTM D 2000 or molded Grade: Custom. door and frame assemblies per ASTM E 152 and which are IGtried and listed for ratings indicated by UL, or other degrees. Finish with manufacturer's factory-applied prime paint. PVC complying with ASTM D 2287• INSTALLATION testing and inspection agency acceptable to authorities having jurisdiction. Manufacturer's Instructions: Install metal framing systems in accordance with manufacturer's printed or written MATERIAL Locking Devices: Furnish flush, screwdriver-operated cam locks of number required Lo hold door in flush, smooth Sliding Weatherstripping: Replaceable wool, polypropylene. or nylon woven pile weothers tripping, with nylon fabric instructions aria recommendations, unless otherwise indicated. General: Manufacturer: Obtain doors form a single manufacturer to ensure uniformity in quality of appearance and plan when closed. or aluminum strip backing, complying with AAMA 701.2. Moisture Content of Hardwood Lumber: Provide kiln-dried (KD) lumber having c moisture content from time of construction, unless otherwise indicated. Runner Tracks: Install continuous tracks sized to match studs. Align tracks accurately to layou' at base end tops of manufacture until time of installation within the ranges required in the, referenced woodworking standard. EXECUTION Framing System: Fabricate from extruded alumirum members of size and profile indicated. Include reinforcing. studs. Secure tracks as recommended by stud manufacturer for type of construction involved, except do not exceed PRODUCT DELIVERY, STORAGE, AND HANDLING Provide for flush glazing from the exterior without projecting stops. Shop-fobricole and preassemble. Provide frame 2.4" o.c. spacing for nail or powder driven fasteners, or 16"o.c. for other types of attachment. Provide fasteners at Fasteners and Anchorages: Provide nails, screws, and other anchoring devices of the type, size, material, and finish Protect wood doors during transit, store, and handling to prevent damage, soiling, and deterioration. Comply with INSTALLATION sections without exposed seams. corners and ends of tracks. required for application indicated to provide secure attachment, concealed where possible, and complying with requirements of referenced ANSI standards and recommendations of NWMA pamphlet "How to Store, Handle, Comply with manufacturer's instructions for installation of access doors, Coordinate installation with work of other applicable Federal Specification. Finish, Install and Maintain Wood Doors" as well as with manufacturer's instructions. Package door at factory prior trades. Fabrication: Fabricate components to designs, sizes and thickness indicated and comply with indicated standards. Sets studs plumb, except as needed for diagonal bracing or required for non-plumb walls or warped surfaces and to shipping and using manufacturer's standard method. Identify each door with individual opening numbers which Sizes and profiles are indicated on the drawings. similar requirements. Where stud system abuts structural columns or wolls, including mcsonry walls, anchor ends of WOOD TREATMENT correspond with designated system used on Shop Drawings for door, frames, and hardware using temporary, ADJUST AND CLEAN stiffeners to supporting structure. Install supplementary framing, blocking and bracing in metal framing system Fire-Retardant Treated Wood (FRTW): Where wood is indicated as "FRT'W", provide materials complying with removable, or concealed markings. Adjust hardware and panels atter installation for proper operation. ' wherever walls or partitions are indicated to support f-ixtures, equipment, services, casework, heavy trim and applicable standards for prEssure impregnation with fire-retardant chemicals and with following requirements: furnishings, and similar work requiring attachment to the wall or partition. Where type of supplementary support is SECTION 08333 - OVERHEAD DOORS not otherwise indicated, comply with stud manufacturer's recommendations and iodrstry standards in each case AWPA Standard for Lumber. AWPA C 20 except as otherwise indicated. considering weight or loading resulting from item supported. AWPA Standard for Plywood: AWPA C 27 except s otherwise indicated. GENERAL System in this section refers to Coiling Grille and all necessary tracks and hardware required for installation. Installation of Wall Stud System: Secure to top and bottom runner tracks by either welding or screw fastening at both Surface Burning Characteristics: Provide materials with surface burning characteristics not exceeding those indicated inside and outside flanges. Frame wall openings larger than 2'-0" square with double stud at each jamb or frame below when tested in accordance with ASTM E 84 for not less than standard time period (10 minutes). ex„ept where more than two are either shown or indicated iii manufacturer's instructions. Install runner tracks and Flame Spread: 25 jack studs above and below wall open;,ngs. Anchor tracks to jamb stut5 with stud shoes or by welding, and space Washinaton So. Rd. M2-A,9653 Jack studs some as full-height studs of well. Secure stud system wall opening frame in manner indicated. Frame both Bt1P2004-00015 22 of 33 -_._� REVISIONS _ _---- DATE v SHEET TITLE SD ov051ogSPECIFICATIONS ® ( PLAN CHECK/BID O o ao--,'�,-Oa�0) v; i_1J 188 North Holliston Ave. Suite 103 aa.vame I I,JS rA � Pasadena, California 91 106 T;�) �' �/' n r r ; , A _ A30 Phone. 626.449.1990 P" �K USE_� WASHINGTON SQUARE MALL ASP12 I - = /'i I`� l �� Fax: 626.449.1935k,c y--� Fax`503, 858 6297 -- - — ) UkAS" OREGON 9585 S.W. WASHINGTON SQ. RD. — ,.� 15259 S.E. 82 Dr. • • �V RS J � Clackamas, Oregon 97 015 2 Z� — — — s h i m s S t u d i o , I n . ilCD ANW] •� OF o�' JOB NO. PORTLAND, OR 97223 Fit_E NUMBER IM A _._ _ 12335 2335ASP2.dw .. .- ..: ,.. - .- r. NOTICE: IF THE PRINT OR TYPE ON ANY I I I I l i I I I I I I III ill I Ii III III I I I I I I I I I l! Ill Ill rrr i l l I I i T l l i I I I I I I I I I I I I I I I i 1111 Ill 1 f I Ili III 1 I I I I I 111 f 111 III I I l l l III I i IIIII'11 , 111 1 1111 ; 11 11 ; ill 1 111! 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Direct Hung Metal Support System: Attach perimeter wall track or angle wherever support system meets vertical thermal barrier, between exterior materials and interior members to eliminate direct metal-to-metal contact, Cement: Normal - Type I Portland, conforming to ASTM C150. Finish and color to match Architect's sample. 2 surfaces. Mechanically join support members to each other and but out to fit into wall track. Space furring members GENERAI custom colors by. Hanger Rods and Flats: Where required by local building code or by loading mild steel with zinc or equally rust 16' o.c. except as otherwise indicated. Install auxiliary framing at termination of drywall *ark and at opening for Prefabrication: Complete fabrication, assembly, finishing and herdware application before shipment to the Project. inhibitive coating for rods and zinc or rust inhibitive paint finish for flats. light fixtures and similar work as required for support of both he drywall constructior, uno other work indicated for P y g pp p 1 Terry Bryant and Company Disassemble only as necessary for shipment and installation. DESCRIPTION OF WORK t 1. Do not drill and to for surface-mounted hardware items until time of installation. 1310 Oak Avenue support thereon. For exterior soffits, provide cross bracing and additional framing indicted or required to resist wind P Extent of glass and glazing work is indicted on drawings and schedules, St. Helena, CA 94574 Hanger Anchorage Devices: Screws, clips, bolts, cast in place concrete inserts, or other devices applicable to the uplift. 2. Preglazed door and frame units to greatest extent possibie. SYSTEM PERFORMANCES (707) 963-3815 indicated method of structural anchorage for ceiling hangers and whose suitability for use intended has been proven Provide lass and glazing that ,�i through standard construction practices or by certified test data. Size devices for 3 x calculated load supported Wall Partition Support Systems: Install supplementary framing, blocking, and bracing terminations in the work and g g g t has been produced, fabri-ated, and inst� ed to withstand normal temperature changes, Hydrated Lime: Special finishing type conforming to ASTM C206. except size direct pull-out concrete inserts for 5 x calculated loads. for support of fixtures, equipment services, heavy trim, grab bars, toilet accessories, i;rnisr ings, and similar work to Welding: Comply with AWS recommendations. Grind exposed welds smooth. Restore mechanical finish. wind loading, impact loading where applicable), without failure including loss or breakage of lass, failure of sealants P 9 ( 9 9 9 " comply with details indicated or, if not otherwise indicated, to comply with applicable l,ublisned recommendations of or naskets to remain watertight and airtight, deterioration of glass and glazing materials, and other defects in the Aggregate: Natural sand, conforming to ASTM C235. Furring Members: ASTM C 645, 0.0119 min, thickness of base metal, hot-shaped. gypsum board manufacturer or, if not available, or Gypsum Construction Handbook published by United States Reinforcing: Install reinforcing for hardware and as necessary for performance requirements, sort resistance and work. Gypsum Co. Isolate stud system from transfer of structural leading to system, both t,uriruntally and vertically. rigidity. QUALITY ASSURANCE Water: Clean, potable, fresh and free from injurious amounts of oil, acid, alkali, organic matter, or other deleterious Furring Members: ASTM C 645, 0.0119' min. thickness of base metal, C-shaped studs. Provide slip or cushioned type joints to attain lateral support and avoid oxail loading. Install runner tracks at floors, substances. ceilings, and structural walls and columns where gypsum drywall stud system abuts other vork, except a otherwise Dissimilar Metals: Separate dissimilar metals with bituminous paint, suitable sealant, nonabsorbitive plastic or Glazingstandards: Comply with recommendations of Flat Glass Marketing Association ' elostometric tape or gasket between surfaces. Do not use coatings containing lead. P Y g a on (FMGA) Glazing Manual Furring Anchorages: 16-gouge galvanized wire ties, manufacturers standard wire-type clips, bolts, nails, or screws noted. Extend partition stud system through acoustical ceilings and elsewhere as indicateri to the structural support and "Sealant Manual" except where more stringent requirements are indicated. Refer to those publications for Bonding Agent: Type recommended for satisfactorily bonding cement plaster to concrete and masonry surfaces, as recommended by furring manufacturer designed and complying with C 754. or substrate above the ceiling. Space studs 16" o.c. unless otherwise indicated. Continuity. Maintain accurate relation of planes and angles, with hairline fit of contacting members. definitions of glass aid glazing terms no', otherwise defined in this section or, other referenced standards. conforming to ASTM C631. r Direct Suspension Systems: Manufacturer's standard zinc coated or painted steel system of faring runners, furring Frame Boar openings to comply with details indicated or if not otherwise Indicated; to comply with applicable Fasteners: Conceal fasteners wherever possible. Single Source Responsibility. Provide materials obtained from one source for each type of glass and glazing product EXECUTION tees, and accessories designed for concealed support of gypsum drywall ceiling, of proper type for use intended. published recommendations of gypsum board manufacturer, or if riot available, of Gypsum Construction Handbook' indicated. published by United States Gypsum Co. Attach vertical studs at jambs with screws either directly to frames or to Finishes: Comply with NAAMM 'Metal Finishes Mnrwal" for recommendations relative to application and Apply lath and mix, proportion and apply plaster in accordance with referenced standards. Wall Partition Muterials: jamb anchor clips on door frames, install runner track section (for jack studs) at head and secure to jamb studs. if designations of Finishes. Finish designations prefixed b 'AA' conform to the system established b the Aluminium SUBMITTALS y Ys Y Studs: ASTM C 645, 0.0179" min, thickness f base metal unless otherwise indicated. Depth of Section: 3-5/8", suspension ceilings ere not capable of withstanding door opening and closing forces, eeten;l vertical jamb studs Association for designating aluminum finishes. Shop Drawings: Submit one (1) reproducible and one (1) print of complete fabrication and installation details for Apply cement plaster using three (3} coat system for finished exterior walls and soffits.storefront. except as otherwise indicated. through suspended ceilings and attach to under;,'e of floor or roof structure above, unless otherwise indicated. Execution: Maintain surface flo+ness, with maximum variation of 1.8 inch in 10 feet. Runners: Match studs: type recommended by stud manufacturer for floor and ceiling support of studs, and for GENERAL GYPSUM BOARD INSTALLATION REQUIREMENTS DELIVERY, STORAGC, AND HANDLING vertical abutmen� of drywall work at other work. Gypsum Board Application and Finishing Standards: ASTM C 840 and GA 216. Examine substrates for compliance with requirements, installation tolerances, and conditions that affect installation. Protect glass and glazing materials during delivery, storage, and handling to comply with manufacturer's directions Apply smooth trowel finish coat in accordance with manufacturer's recommendations to match Architect approved Correct unsatisfactory conditions before proceeding installation: Comply with manufacturer's instructions. Wet units and as required to prevent edge damage to glass and damage to glass and glazing materials from effects of moisture, sample. Furring Member: ASTM C 645, 0,0179" min. thickness of base metal, hat-shaped. Locate exposed end-butt joints as for from center of walls and ceilings as possible, and stagger not less than 1/-0" in plumb. level, and true to line, without warp or rack of training members, doors, or panels. Install in proper alignment including condensation, temperature changes, direct exposure to sun, and from other causes. Z-Furring Members: Manufacturer's standard screw-type galvanized steel, z-shaped furring members. ASTM C alternate courses of board. Install ceiling boards in the direction and manner which will minimize the number of end- and relation to established lines and grades. Provide support and anchor securely in place. PRODUCTS SECTION 09250 - GYPSUM DRYWALL 525, G60, 0.0179' min. thickness of base metal of depth indicated, designed for mechanical attachment of insulation butt joints, and which will avoid end joints in the • .ntral area of each ceiling. Stagger end joints at least 1'-0'. Drill and top frames and doors and apply surface-mounted hardware. boards or blankets to monolithic concrete and masonry walls. ACCEPTABLE MANUFACTURERS GENERAL Install exposed gypsum board with face side out. Do not install imperfect, damaged or camp boards. Butt boards Set still members in bed of sealant, or with joint filers or gaskets. Available Manufacturers: Subject to compliance with requirements, manufacturers offering product-, which may be i incorporated in the work include, but are not limited to, the following: DESCRIPTION OF WORK Fasteners for Furring Members: Type and size recommended by furring manufacturer for substrate and application together for a light contact at edges and ends with not more ..an io open space between boards. Do not force Furnish materials and perform labor required to execute this work a^ indicated an the drawing, as specified and as indicated. into place. Refer to "Gloss and Glazing" Section for installation of glass and other panels glazing into doors and framing. Manufacturers of Clear and Tinted Tempered Glass: P necessary to complete the contract. GYPSUM BOARD PRODUCTS Locate either edge or endjoints over supports, except in horizontal applications or where irtermediate supports or Clean completed system after installation. Avoid damage to coatings. PPG Industries, Inc. ' Types of Work Include: Gypsum Wallboard: ASTM C 36 of types, edge configuration and thickness indicated below, in maximum lengths gypsum board back-blocking is provided behind end joints. Position boards so that like edges abut, tapered edges Manufacturers of Tempered Gloss Entry Doors: available to minimize end-to-end butt joint. against tapered edges and mill-cut or field-cut ends against mill-cut or filed--cut ends. Do not place tempered edges SECTION OE710 - FINISH HARDWARE Armour World Wide Glass Gypsum Drywall including Screw-Type Metal Support System. Type: Type X. Edges- 5/8•Tapered. against cut edges or ends. Stagger vertical joints over different studs on opposite side o partitions. Gypsum Drywall directly appl;ed to Solid (Continuous) Substrates. GENERAL ,. Thickness: unless otherwise indicated. Gypsum Backing Boards for application of other finishes. Attach gypsum board to supplementary framing and blocking provided for additional support at openings and GLASS PRODUCTS, GENERAL Exterior Gypsum Drywall Ceiling Soffits. Gypsum Backing Board for Multi-Layer Applications: ASTM C 442 or where backing boards is not ovailoule from cutouts. Form control 'pints and expansion joints with space between edges of boards, prepar;d to receive trim DESCRIPTION OF WORK Primary Glass Standard; Provide primary glass which complies with FS DD-G-451 requirements, including those Drywall Finishing (joint tape-and-compound treatment). manufacturer, gypsum wall board, ASTM C 36 of type, edge configuration, and thickness indicated below, in accessories. Extent of finish hardware required is indicated on drawings and in schedule. Silencers included integral with hollow indicated by reference to type, clasp, quality, and form.metal frames are smaximum lengths available to minimize end-to-end joints. specified with door frames elsewhere in Division 8. QUALITY ASSURANCE ? + Type: Type X. Isolate perimeter of non-load-bearing drywall partitions at structural abutments. Provide /4' to 1/2" space and trim Heat-Treated Glass Standard: Provide heat-treated glass which compiles with FS DD-G-1403 requirements, Fire-Resistance Rating: Where sum dr all systems with fire-resistant ratios are indicate, provide materials and 9 9YP Yw Ys 9 P � edge with J-type semi-finishing edge trim. Seal joints with acoustical sealant. QU11: ALITY ASSURANCE including those indicated by reference to grade, style, type, quality, and class• installation which are identical with those of applicable assemblies tested per ASTM E 119 by fire testing laboratories Edges: Manufacturers standard. Thickness: Hs indicated, or of not otherwise indicated, as required to comply with ASTM C 840 for application I Manufacturer: Obtain each tyN4 of hardware (latch and lock sets, hinges, closers, etc.) from only one manufacturer, acceptable to authorities having jurisdiction. Provide fire-resistance rated assemblies identical to those by reference r referenced standards and manufacturers recommendations, Sizes: Fabricate lass to sizes required system and support spacing indicated. Space fasteners in gypsum boards in accordance withe dations, although several may be indicated as offering products complying with requirements. g q d for glazing openings indicated with edge clearances and tolerances complying to GA File Nos. in GA :Fire Resistance Design Manual" or to design designations in UL Fire Resistance Directory PP P 9 except as otherwise indicated. with recommendations of glass manufacturer. Provide thickness indicated or, if not otherwise indicated, as Water-Resistant Backfin Board: ASTM C 630 with tapered edges and of and thickness indicated below in or in listing of other testing and agencies acceptable to authorities having jurisdiction. METHODS OF GYPSUM DRYWALL APPLICATION Fire-Rated Openings: Provide hardware for fire-rated opening in compliance with NEPA Standard No. 80 and local recommended by glass manufacturer for application indicated. 9 P 9 YP� building code requirements. Provide only hardware which has been tested and listed b UL of FM for es and sizes maximum lengths ovai;able to minimize end-to-end butt joints. Y YP Except as may be modified by these specification and applicable laws and ordinances at the place of building, install Single Layer Application: Install gypsum wallboard. On ceilings apply gypsum board prior to wall partition board of doors required and complies with requirements of door and door frame labels. HEAT-TREATED GLASS PRODUCTS Type: Type this work to conform to the requirements of "Standard Specifications for Gypsum Wallboard Interior Finishes", as T e T e X." application to the greatest extent possible. On partitions walls provide sheet lengths which will minimize end joints. I' Clear Tempered Float Gloss: Unless therwise indicated on Drawings, Grade B (fully tempered), Style I (uncoated approved b the American National Standard Institute as ANSI A97.1. Thickness: 5/8 unless otherwise indicated. PP Y # On Z-furring members apply gypsum board vertically (parallel) with no end joints. Locate edge joint over furring SUBMITTALS surfaces), Type I (float), Quality q3 (glazing select quality), Class I (transparent). Exterior Gypsum Board: ASTM C 931 with manufacturer's standard edges of type and thickness indicated below . members. Hardware Schedule: Submit final hardware schedule in manner indicated below. Coordinate hardware with doors, Gypsum Board Terminology Standard: GA-505 by Gypsum Association. frames, and related work to ensure proper size, thickness, hand, function, and finish of hardware. Tinted Tempered Float Glass: Where indicated on Drawings, Grade B, Style I, Type I, Quality q3, Class 2 (heat Type: Type Y. Wall Tile Base: Where drywall is base for thin set ceramic tile and sim'lar rigid applied wall finishes, install gypsum Fina Hardware Schedule Content: Based on finish hardware indicated, organize hardware schedule into :hardware absorbing). Single Source Responsibility. Obtain gypsum board products from a single manufacturer, or form manufacturers Thickness: 5/8 unless otherwise indicated. backing board.sets: indicating complete designations of every item required for each door or opening. Include the following GLAZING SEALANTS recommended by the prime manufacturer of gypsum boards. TRIM ACCESSORIES information: Double Layer Application: Install gypsum bacl.ing board for base layer and exposed gypsum board for face layer. Storefront compression glazing neoprene shall be that recommended and/or furnished by the manufacturer of the DELIVERY, STORAGE, AND HANDLING General: Provide manufacturer's standard trim accessories of types indicated for drywall work, formed of galvanized On ceilings apply base layer prior to base layer application on walls partitions, apply fare foyers in same sequence. storefront members. Color shall be black. Deliver materials in original packages, containers, or bundles bearing brand name and identification of manufacturer steel unless otherwise indicated, with either knurled and perforated or expanded flanges for nailing or stapling , Offset rot between layers of least 10 Apply base layers at right angles to su ort ur fess otherwise indicated. Type, Style, Function, Size, and Finish of each hardware item, or supplier. beaded for concealment of flunges in joint compound. Provide corner beads, L-type edge trim beads, U-type edge y PP y y 9 g PP Name and Manufacturer of each item, trim beads, special L-kerf type edge trim beads, and one piece control joint beads. Single Layer Fastening Methods: Apply gypsum boards to support with screws. Explanation of all abbreviations, symbo;s, codes, etc. contained in schedule. Clear silicone glazing sealant of butt joints, unless joints indicated on Drawings to be "open". 1. t Mounting locations for hardware. PROJECT CONDITIONS t ENTRY DOORS Environmental Requirements, General: Comply with requirements of referenced gypsum board application standards INSTALLATION OF DRYWALL TRIM ACCFSSORIES Door and frame sizes and materials. and recommendations of sum board manufacturer for environmental conditions before during, and after JOINT TREATMENT MATERIALS 1 Doors: and View' tempered glass entry doors or approved equal. 9YP 9' General: Where feasible, use the some fasteners to anchor trim accessory flanges are rewired to fasten gypsum board ' PRODUCTS Glass: 1/2" clear tempered, u ,less otherwise indicated on Drawings• application of gypsum board. General: ASTM C 475 type recommended by the manufacturer for the application indicated except as otherwise to the supports. Utherwise, fasten flanges b; nailing or stapling in accordance with manufacturer's instructions and indicated. recomme dations. Fittings: 'Armour View" AR-250. Cold Weather Protection: When ambient outdoor temperatures are below 55 degrees F (13 degrees C), maintain MATERIALS AND FABRICATION Threshold: Brass, as indicated on Drawings. Joint Compound: On interior work, provide chemical hardening type for bedding and filing, ready mixed vinyl type illGenera.: continuous, uniform, comfortable building work temperature of not less than 55 degrees F (13 degrees C) for a Instal; metal corner beads at external corners of drywall work. Install metal edge trim whenever edge of gypsum Hand of Door: Drawings show direction of slide, swing, or hand of each door leaf. Furnish each item of hardware for EXECUTION minimum period of 48 hours prior to, during, and following application of gypsum board and joint treatment materials or vinyl type powder type for topping, board would otherwise be exposed or semi-exposed. Provide type with face flanges to receive joint compound. or bonding of adhesives. Install L-type trim where work is tightly abutted to other work and install special kerf-type where work is kerfed to I proper installation and operation of door movements as shown. If door is changed during construction, contractor Exterior Joint Compound: Special chemicai hardening type for exterior application.shall make necessary changes in hardware at no additional expense to owner. GLAZING, GENERAL receive long ley of L-type trim. Install U-type trim where edge is exF3sed, revealed, gasKeted, or sealant filled CT ' Comply with combined printed recommendation of glass manufacturers, of manufacturers of sealants, gaskePRODUS (including expansion joints). t ts, and Water Resistant Joint Compound: Special water resistant type for treatment of joints, fastener heads, and cut edges Base Metal: Produce hardware units of basic metal and forming method indicated, using manufacturer's standar J other glazing materials, except where more stringent requirements are indicated, including those of referenced glazing T of water resistant backing board. metal alloy, composition, temper and hardness, but in no case of lesser commercial) • rrco sized unlit then standards. 1,BLE MANUFACTURERS Install semi-finishing trim where indicated, and where exterior gypsum board edges are not cove,ed by applied (commercially g ) quality .,iuolw Manufacturers: Subject to compliance with requirements, manufacturers offering products whic', may be moldings or indicated to receive trim with face flanges covered with joint compound. nstall metal control joint bead- ,dorotd ithe k include, but t limited tthe i en e worncue, uare nomeo, e followng: Product: Subject to compliance with requirements, provide Sheetrock orand W.R. Compound, United States 9 9 1 specified for the applicable hardware units by applicable ANSI A 156 series standard for each type hardware item and PROTECTION AND CLEANING Gypsum Co. type) where indicated. Install FI-molding in exterior gypsum drywall work where control joints are indicated. with ANSI A 156.18 for finish designations indicated. Do not furnish "optional" materials or forming methods for those indicated, except as otherwise specified. Protect glass from contact with contaminating substances resulting from construction operations. If, despite such Metal Support Materials FINISHING OF DRYWALL protection, contaminating substances do come into contact with glass, remove immediately by method recommended MISCELLANEOUS MATERIALS by glass manufacturer. Allied Structural industries Fasteners: Provide hardware manufactured to conform to published templates, generally prepared for machine screw Bostwick Steel Framing Co. General: Apply treatment at gypsum board joints (both directions), flanges of trim, accessories, penetrations, fastener j instol;ation. Do not provide hardware which has been p,_pored for self-tapping sheet metal screws, excipt as General: Provide auxiliary materials for sum drywall work of the type and rade recommended b the heads, surface defects and elsewhere as required to prepare work for decoration. Prefll open joints ano rounded or Dale Industries Inc. Y 9YP y''' YP y Y q P P p I specifically indicated. Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces at frequent intervals during manufacturer of the gypsum board. beveled edges, if any, using type of compound recommended by manufacturer. f Gold Bund Building Products Div., National Gypsum Co. construction, but no less often than once a month, for built-up dirt, scum, alkali deposits, or staining. When examining reveals presence of these forms of residue, remove by method recommended by glass manufacturer. United States Gypsum Co. Gypsum Board Screws: comply with ASTM C 646. Apply int tae at Joints between sum boards, except where trim accessories are indicotdd. Apply int ti Furnish screws for installation, with each hardware item. Provide Phillips flat head screws except where otherwise YP P Y PP Y )° P l0 9YP P PP Y 10 1 indicated. Finish exposed (exposed under any condition) screws to match hardware finish or, if exposed in surface of Direct Suspension Systems: compound in three (3) coats (not including prefill of openings in base), and sand between last two (2) coats and after other work, to match finish of such work as closely as possible, including "prepared for paint" in surfaces to receive Concealed Acoustical Sealant: Nondrying, nonhardening, non-skinning, nonstaining, nonbleading, gunnable sealant last coat. painted finish. DIVISION NINE PP P Chicago Metallic Corp. for concealed applications per ASTM C 919. r National Rolling Mills Co. Soundcoulk 101, by Parr, Inc. PROTECTION OF WORK SEC11ON 08200 - LATH AND PLASTER Lis Angeles, CA or Provide final protection and maintain conditions in a manner suitable to installer, which ensures gypsum drywall work HINGES, 9U1TS, AND PIVOTS United States Gypsum Co. Tremco Manufacturing Co. being without damage or deterioration at time of substantial completion. Screws: Furnish Phillips flat head or machine screws for installation of units, except furnish Phillips flat head or wood screws for installation of units into woad. Finish screw heads to match surface hinges or pivots. GENERAL Gypsum Board and Related Products: Cleveland, OH or others as approved by Architect. Access-Free Manual Closers: Where manus; closers are indicated for doors required to be accessible to the Hinge Pins: Except as otherwise indicated, provide hinge pins as follows: Work shall conform to the following references: American Gypsum Co. physically handicapped, provide adjustable units complying with ANSI A 111.1 provisions for door opening force and l Exposed Acoustical Sealant: Nonoxidizing, skinable, paintable, gunable sealant for exposed application per ASTM C delayed action closin Fltntkote Pacific Corp. Ye 9 ASTM C843 - Application cf Gypsum Veneer Plaster. 919. I Steel Hinges: Steel Pins, ASTM C844 - Application of Gypsum Base to Receive Gypsum Veneer Plaster. Georgia Pacific Corp. Exterior Doors: Non-Removable Pins. Gold Bond Building Products Div., National Gypsum Co. THRESHOLD . ASTM C926 - Application of Portland Cement Based Plaster. Water Resistant Adhesive: Type I, organic adhesive for ceramic the complyingwith ANSI A 1261. i Interior Doors: Non-Rising Pins. r United States Gypsum Co. g Exterior Hinged Door: Provide units not less than 4° wide, formed to accommodate change in floor elevation where ANSI A42.3 - Lathering and Furring for Portland Cement Plastering. EXECUTION indicated, fabricated to accommodate door hardware and to fit door frames. i Tips: Flat Button and Matching Plug, finish to match leaves. METAL SUPPORT MATERIALS Number of Hinges: Provide number of hinges indicated but not less than three (3) hinges for doors 90" or less in PRODUCTS i height and one 1' additional hinge for each 30" of addition,,) height. Ceiling Support Materials and Systems: r 9 ( ' g 9 PREPARATION FOR METAL SUPPORT SYSTEMS The designations used in schedules and elsewhere to indicate hardware finishes are the industry-recognized standard LatheringMaterials: General: Size ceiling support components to comply with ASll,l C 754 unless otherwise indicated. commercial finishes, except as otherwise noted. LOCKSETS Ceiling Anchorages: Coordinate work with structural ceiling work to ensure that inserts and other structural P I Metal Lath: Flat expanded metal diamond mesh with galvanized or rust inhibitive coating; 3.4 lbs. per square yard. anchorage provisions have been installed to receive ceiling hangars. Furnish concrete inserts, steel deck hanger clips, Metals: Construct lock cylinder art Main Runners: Steel channels with rust inhibitive pint finish, hot-or-cold-rolled. "High yl parts from brass/bronze, stainless steel, or nickel silver. All locksets to be bestlock Backing: Polyethylene film or moisture/resistant paper on lath. Self-Furring: Manufacturers standard deformed P and similar devices to other traces for installation well in advance of time needed for coordination with other work. Rust-Resistant Finish: For iron and steel base metal, required for exterior work and in area shown as High II (no substitutions). sheets, designed to hold main plane of lath approximately 1/4 inch from supporting base. Humidity" areas (and also when designed with the suffix RR), provide 0.2 mil, thick copper coating on base metal INSTALLATION OF METAL SUPPORT SYSTEMS before applying chromium plated finish. Keying: All doors to be keyed alike and keyed to owners existing "Besdock" master key. Permanently inscribe each Inside Corner Mesh: Minimum 26 gauge steel; perforated or expanded flanges or Ops shaped so as to permit General: Metal Support Installation Standard: Comply with ASTM C 754. I' complete embedding in plaster; minimum 2 inch x 2 inch size. Do not bride building expansion joints with support system fame both sides of joints, with furring and other support INSTALLATION key with number or lock that identifies cylinder manufacturer key symbol, and notation "DO NOT DUPLICATE". P 9 � 9 9 P p PP Ys I° 9 PP Cylinders to be 7 pin interchangeable care, as indicated. Door Levers: Standard 36". � Control Joints, Corner Beads, Casting Beads, and Base Screens: Minimum 26 gauge steel, of longest possible Exit Devices: Cross Bar Standard 36'. Key Material: Provide keys of nickel silver only. All keys and cores shall have visual key control, lengths, sized and prof0d to suit application. Casting beads shall have square edges. Provide casting beads where Ceiling Support Suspension Systems: Secure hangers to structural support by connecting directly to structure where plaster terminates and butts dissimilar materials. Provide comer beads at all outside corners. Install control joints as possible, otherwise connect to inserts, clips, or other anchorage devices or fasteners as indicated. Space main runners Install each hardware item in compliance with the manufacturer's instructions and recommendations. Wherever Key Qi-antity. Furnish three (3) change keys for each lock. Deliver keys to Owner's representative. shown on drawings and as required to create panels no larger than 144 square feet with no dimension exceeding 18 4-O" o.c. and space hangers 4'-O" o.c. along runner except as otherwise shown. Level main runners to a tolerance of cutting and fitting is required to install hardware onto or into surfaces which are later to he painted or finished in ' r feet or a length to width ratio of 2-1/2 to 1. 1/4" in 12'-0" measurer) both lengthwise on each runner and transversely between parallel runners. Wire tie or clip another way, coordinate removal, storage, and reinstallation or application of surface projections 01h finishing work I LOCKS, LATCHES AND BOLTS furring members to main runners and to other structural supports as indicated. specifies in the Division 9 sections. Do not install surface-mounter) items until finishes have been completed on the li, I lock strikes shall be boxed, and shall have a curbed lip of sufficient length to protect the trim and/or jamb. substrate. CLOSERS AND DOCR CONTROL DEVISES Size of units: Except as otherwise specifically indicted, comply with the manufacturer's recommendations for size of f door control unit, depending upon size of door, exposure to weather and anticipated frequency of use. Provide parallel arms for all overhead closures, except as otherwise indicated. Washington Sa. Rd. M2 A,9653 r BUP2004-00015 23 of 33 _ 1 ---- - --- �__ —_ , , - _ REVISIONS _^.__._--__--.-____.____ - — DATE v SHEET TITLE �1 �`�!� 01/U5I04 O I- O o O O n SPECIFICATIONS g 188 North Holliston Ave. Suite 103 V' � I _D K R A I PLAN CHECK 181D t'- \---" F Z� - ___ ,Qh,-y-W-M1 Pasadena, California 91106 C,} JOSEPH E AK E n 11 A R C FI l E C 1 P, C. — Phone: 626.449.,990 __. - WASHINGTON SQUARE MALL -_ ASP13 .;, (503) 656•-4111 Fax: 626.449.1930 �, _--____� � = Fax (50 3) 656-6297 � — -- 420 9585 SSz*s .W. WASHINGTON SQ. RD. CU !'J1S" OREGON r_—_-_-_ 1: 15259 S.E. 82 Dr. r Sut1e 202 0 _ 4 a h i m a S t u d i o I n e Clockomas, Oregon 97O,S 0 —_ _ �' OF 6§1 JOB NO. PORTLAND, OR 97223 FILE NUMBER _— _ ---- -- — -- _ _ _ _____ _ - - 2335 _-- 2335ASP3.dwg •:, :' t NOTICE: IF THE PRINT OR TYPE ON ANY I � I I � I I � I III I1I I1I III I I I � I I1Ir1ir I IIIIIIIII I('� I � I I � I I �I I I II I � I ISI I1I III I I I1II1II1II1IIJIIJIIII I Ij ! 1II1IIlIiIli III IlI I � I � I1I I � I III l � lji I1 I I liplilill II� � C-' IMAGE IS NOT AS CLEAR AS THIS NOTICE, l I 11 I 1-- l- - I 4� __�h ._ _ - - 6�- --I-- � -- I __.gl. _ L._ - L = - I --IU,--- L - 11r---I--- - ` 1( i r, i 06L J IT IS DUE TO THE QUALITY OF THE No 36 b'___ / 11W •".1-0 ,,-•• °+� ORIGINAL DOCUMENT I t; 8 z e z c,zT11,11 z 9 Z �z E z z I z o1 z �� t3 I L t s i 9 t 6 I[ S t z t i i t 8 �f3 L 9 l9 I �ib I >E z t Toll" i �� I I!II � �►� I�III ��►I��►��►�11�►��I�Ilf�li��►�I�� ►I��I�� I��►�� ►��1��►� ��111��► ►��i►��►��Il�l�ll�i, ill 11��I�I��I►��[I��lI ll�l�11t [lllllll11111L111111ll11� ll l��It�li141II 1� 11,11 � 11lil �� i►lI1� 1�1� 1► ►1►i111 Set units level, plumb, and true tc line and location. Adjust and reinforce the attachment substrate as necessary for Do not wash floor until time period recommended by resilient flooring manufacturer hos elopsed to allow resilient Name or Title of Material. SECTION 10800 _. TOILET ACCESSORIES 22. Barricade construction clarification, proper installation and operation. Set thresholds for exterior doors in full bed of butyl-rubber or polyisobutylene flooring to become well-sealed in adhesive. Damp-mop floor 'being careful to remove black marks and excessive soil. red, Spec, Number, if applicable. mastic sealant. 1. If landlord supplies barricade; G.C. to assure double 3'-0" doors are installed. Manufacturer's Stock Number and date of Manufacture. GENERAL 2. Id subcontractor builds barricade: Build double doors. ADJUST AND CLEAN Remove any excess adhesive or other surface blemishes using appropriate cleaner recommended by resilient flooring Manufacturer's Name. manufacturers. Contents by Volume, for major pigment and vehicle constituents. nl*SCRIPTION OF WORK 23. Paint surface preparation: G,C. shall fill cracks and nail holes with patching pastel�pa,kie and sand smooth. Remove Adjust and check each operating item of hardware and each door 10 ensure proper operation or function of eery Thinning Instructions. Extent of each type of toilet accessory is indicated on Drawings and Schedules, all sanding dust. unit. Replace units which cannot be adjusted to operate freely and smoothly as intended for the application made. Protect flooring against damage during construction period to comply with resilient flooring manufacturer's Color Name and Number. 24. G.C. t- ensure a hazardous free work environment and that all workers, subcontractor.,, tradesmen, etc. will comply directions. Types or toilet accessories required include the following: Clean adjacent surfaces sailed by hardware installation. shall hold tenant harmless from all claims filed as a result ofC G uidelines and standards applicable OSHA g . . . Store material not in actual use in tightly covered containers. Maintain containers used in storage of paint in a clean Toilet Tissue Dispensers with all app Apply protective floor polish to resilient flooring surfaces free from soil, excess adhesive or surface blemishes. Use condition, free of foreign materials and residue. Grab Bars any hazardous conditions. Instruct Owner's personnel in proper adjustment and maintenance of hardware and hardware finishes during the final commercially available metal cross-linked acrylic product acceptable to resilient flooring manufacturer. Cover Toilet Seat Cover Dispensers 25. At end of project, all thermostat instructions, keys, warranties, C. of 0. and any other paperwork to be given to the adjustment of , ardware. resilient flooring with undyed, untreated building paper until inspection for substantial completion. PRODUCTS p Dispensers , ' Sua p Picture People construction project manager as part of the closet-out package. Superintendent to do an in-service JL CTION 09300 - 11LEw/ store manager at end of job. SECTION 09680 - CARPETING All paint materials and equipment shall be compatible in use. Finish coats shall be compatible with prime coat:. QUALITY ASSURANCE GENERAL Prime gouts shall be compatible with the coating being spreud. Thinner, when u.,ed, shall be only those recommended accessory Locations: Coordinate accessory locations with other work to avoid interference and to assure proper 26. G.C. to leave the following above the restroom platform or in storage room (as opplicahle): GENERAL by the manufacturer of the material being thinned. operation and servicing of accessory units. - :xtra paint (max 2 ?al.) - extra carpet (max 6x`12roll) QUALITY OF ASSURANCE Contractor shall install carpet where shown ano nuied on Drawings. PRODUCTS - extra flooring (max. i roll vinyl and 1 box of tile) Source of Mat�:rial: Provide materials obtained from one source for each type and color of file and setting P 9 Materials used shall be fresh and of the proper type for surface protected and finish desired. f materials. ' grout, Review the paint and finish schedules with Architect, and submit complete list of materials proposed for the work, - all touch up dr maintenance kits (as provided by millwork supplier floor supplier) 1. Contractor sh^,II provide installation materials and accessories. usino the highest grade material available from manufacturer. P,ovide the following accessories by McKinney/Parker or equal in stainless steel: SUBMITTALS SITE CONDITIONS Empl�y coasts and undercoats for all types of finishes in strict accordance with the recommendations of the For unisex toilet provide: Samples for Verification Purposes: Submit the following: �dispenser man�facturers. P 1 Surface mounted toilet seat cover dis 601. 1. Do not commence carpet installation until painting and finishing work is complete and ceilir g and 1 Surface mounted toilet tissue dispenser, single roll # 1033. CONTRACTOR INFORMATION Samples for each type of tile for each color and texture required, not less than 1/2" square, on plywood or hardboard other overhead work has been tested, approved and completed. EXECUTION 1 Grab bar: 1-1/2' x!9704-1 1/2' x 36'. backing and grouted. 1 Grab bar: 1-1/2' 19704-1 1/2" x 48". 1. The contractor shall review all documents and verify all dimensions and field condiiirn> and shall confirm that work 2. Maintain room temperature at mirimum 60 degrees F for at least 24 hours prior to installation and Environmental conditions: Apply no paint in rain, fog, or mist when the temperature is below 55 degrees Fahrenheit. 1 Sanitary napkin disposal x!4761--15. is buildable as shown. Any conflicts or omissions, etc., shall be immediately reported to the architect for clarification PRODUCT HANDLING approximate relative humidity area is to maintain. Insure proper ventilation during all interior painting, prior to the performance of any work in question. Deliver and store packaged materials in original containers with seals unbroken and labels intact until time of use. For each lavatory provide: ^ n Ins whether in contract r n t i 1 Each Surface mounted tank-type p p r When contractor accepts delivery of all items noted o p a o o n contract, he hall be Prevent damage or contamination to materials by water, freezing, foreign matter and other causes. 3. Provide sufficient lighting as recommended by manufacturer. All surfaces shall be in proper condition to receive finish. it is imperative that all sanding, scraping, filling, brushing, ype son dispense( 304-6. responsible for loss and/or damage to these items. PRODUCTS MATERIALS and cleaning to be done to assure finish acceptable to Architect. Fill holes in wood to receive painted finish. EXECUTION 3. The contractor shall maintain, for the entire duration of the work, all exits, exit lighting, fire protection devices and TiLE PRODUCTS: As Indicated on Druwin s Hardware: Insure that hardware is removed before painting is started and replaced only when paint finishes are alarms in conformance with all applicable codes and ordinates. 9 1. Carpet: See drawings. Lees Carpets. Neofloor, thoroughly dry. Fitting, removal and reinstallation of finish hardware is specified in finish carpentry and millwork INSTALLATION -ctex-Portland Cement Grout: Proprietary preblended compound of portlond cement, selected and graded sections. Install toilet accessory units in accordance with manufacturer's instructions, using fasteners which re appropriate to 4. Existing work: with prior approval of owner and return of proper credit, existing work wr.ich fits the scheme may cggregates, color pigments and chemical additives gouged with latex additive to comply with manufacturer's 2. Seam Sealer: Orcon "CT-3' tape, Robert Company "Golden Touch", or L.D. Brinkman substrate and recommended by manufacturers of units. Install units plumb and level, firmly anchored in location and be re-used. directions. Use latex additive in grout which is compatible with latex additive in latex-portlond cement mortar. 55 "Supreme'. heights indicated. 5. Demolition: remove all interior partitions, casework, storefronts, ceiling, finished flooring and all other iter- not used � P Allow twenty-four (24) hours between coats. Lightly sand gypsum board surfaces between coats. Application shall 9 be in accordance with manufacturer's recommendation. The number of coats specified is the minimum number to new scheme. Tile Cleaner: Product specifically acceptable to manufacturer of file and grout manufacturer for application indicated acceptable, if full even coverage is not obtained with the specified number of :oats, apply at no extra cost, such coats ADJUSTING AND CLEANING and as recommended by National Tile Promotion Federation, 12 North Alfred St, Alexandria. VA 22134 or Ceramic Preparation: Clean floors of dust, dirt, solvents, oil, grease, paint, plaster and other substances detrimental to proper P pp Y P P P Tile Institute, 700 North Virgil Ave., Los Angeles, CA 90029, performance of adhesive and carpet. Allow floors to thoroughly dry. as are necessary to produce the required finish, as approved by the Owner. Adjust toilet accessories for proper operation and verify that mechanisms function smoothly. Replace damaged or 6. Al saw cuttir+n and coring locations shall be reviewed in field by the contractor and coordinated with the landlord defective items. prior to cutting/coring. EXECUTION 1. EnE ire concrete floors are free form scaling and irregularities and exhibit neutrality relative to Brush, roller, or spray application is permitted with required thickness of finish coat by either method acceptable. acidity and alkalinity. Clean and polish all exposed surfaces after removing protective coatings. 7. During all phases of work, do not disturb the deliveries and functions of adjacent ur�d neighboring tenants. INSPECTION All pointed doors to be sealed immediately at all sides and edges including tops and bottoms. DIVISION ELEVEN 8. TYP.' should mean that the condition is representative for similar condir ions throughout, unless otherwise noted. Examine surfaces to receive tile work and conditions under which tile will be installed. Do not proceed with the work 2. Use an approved cementitious filler to patch +racks and small holes, and for leveling. Ensure floors Point inside of duct work behind grills and registers flat block where visible. g 9. At U.S.A. stares, provide portable fire extinguishers with J.L. lapel and a rating of n t less than 2-A with 75 ft. until surfaces and conditions comply with requirements indicated in referenced tile installation standard. are level, with maximum surface variation of 1/8 in 10'-0', noncumulative. SECTION 11100 - EQUIPMENT travel distance to all positions of store or as directed by the fire department field inspect"r. INSTALLATION, GENERALRemove debris da��y, protect against fire hazards, seal containers at night. 3. Commencement of carpet installation shall signify acceptance of satisfactory con iitions. Were illustrated on plans, security system, computer, cash register, music system and telephone system will oe 10. Do not scale drawings. Written dimensions govern all partition locations. All door and opening locations shall be TCA Installation Guidelines: TCA "Handbook for Ceramic Tile Installation", comply with TCA installation methods All surfaces to receive point shall be clean, dry, smooth, and dust-free before application of an material. Prepare supplied b owner. General contractor shall provide necessary staging in order fo provide owner with ample "lead shown on floor plan. In case of conflict, notify the architect. Floor plan b architect super sides other plans. Al( indicated or, if not otherwise indicuted, as applicable to installation conditions shown. Installatior: PP Y P P� Y P Y 9 9 P P P r' Y surfaces as follows: time" for owner's subcontractor. dimensions marked "CLEAR" shall be maintained and shall allow for thickness of all finishes including carpet, pad, 1. General: Cabinetwork shall be installed aver finish fluorin , ceramic tile, v.c.t., etc. Grout file to comply with referenced installation standards, using grout materials indicated. g• schedule Work so minimum of W;,od: Sand smooth and remove dust. Fill open joints, cracks, nail holes and other pits or depressions flush paint�ng and graphics work occut�s over :arpet and assure carpet is protected from damage from and smooth with putty or wood dough after priming. Color putty La match finish paint c,,jt. Touch up 11. Contractor shall mark locations of partitions and doors for review by the representative prior to installation. Review CLEANING AND PR01T=C110N any source knots or sap streaks with shellac of other approved sealer before priming. GENERAL NOTES: will be for design intent. Sub-contractor shall coordinate and verify ail conditions to ensure proper fit. Cleaning: Upon compilation of placement and grouting, clean all ceramic the surfaces so they are fee of foreign matter following manufacturer's directions. a. Use full length pieces`only. Butt tight vertical sw faces. Where splicing cannot be Concrete and masonry. Remove all foreign matter, efflorescence and encrustation. Use a stiff fiber brush to 12. Column centerline (or grid lines) are shown for dimensioning. Verify exact locations an tielcf. avoided, butt ends tight and flush 1. G.C. shall strictly adhere to all requirements as described in the drawings. 9 remove loose particles. Fill all depressions and remove all fins and projections not inherent in the base ;3. PP indicates Picture People/owner typ. SECTION 09650 - RESILIENT FLOORINGmaterial. 2. C C. to coordinate all millwork, lighting and flooring shipments directly with vendors. , 2. Fill strips shall not be I::ss than 9' in width and at least 36' in length. Fill strips shall be kept to a 14. G.C. to provide coordination of any structural engineering or calculations req d. by Iandl;xd or local building jurisdiction minimum. Primed ferrous metal: Remove ail foreign matter. Touch-up abrasions with ferrous metal primer. 3. All work shall be accordance to the lotect adopted local, state and federal codes and requirements and handicapped for any new HVAC equipment to be mounted on landlord':, structure. GENERAL accessibility standards (ADA). 15. G.C. to coordinate work shown in the electrical drawings with the architectural drawing.. Any discrepancies to be r 3. Maintain fini,,hed carpet installation free from tacks, scraps, carpet ripples, scallops, puckers, and Unprimed ferrous metal: Remove all rust, mill scale, and foreign matter by wire brushing, scraping, 4. Fire extinguishers and cabinets as required by local government agencies shall be provided by 1C. at no additional communicated to the architect for clarification. DESCRIPTION OF WORK other defects. sondblost;ng, or solvent, as required to provide a clean smooth surface. cost to tenant. Extent of resilient flooring and accessories is shown on Drawings and in Schedules. 4. After installation is complete, clean dirt and debris and clean spots with proper spot remover. alvanized metal: Remove all foreign matter clean entire surface with mineral spirits. Pretreat with 5. G.C. shall be thoroughly familiar with these drawings and shall visit the site prior to commencing work. QUALITY ASSURANCE Remove loose threads and vacuum. phosphoric acid etch or vinyl wash. Apply primer the same day as pre-treatment is applied. Manufacturer: Provide each type of resilient flooring and accessories as produced by a single manufacturer, including 6. All dimensions shall be field verified. It is the G.C. responsibility to field verify all dimensions and conditions with the ( recommended primers, adhesives, sealant, and leveling compounds. Gypsum board: Remove all foreign matter. Fill all pits flush and smooth with spackle. local landlord authority prior to commencing of tenant's construction. Notify the architect of any discrepancies between SECTION 09900 -PAINTING site conditions and these drawings for clarification and correction by architect. G.C. SHALL BE RESPONSIBLE FOR ALL Maintenance Instructions: Submit two (2) copies of manufacturer's recommended i,laintenance practices for each PRIMING COSTS INCURRED DUE TO HIS FAILURE TO DO SO. type of resilient flooring and accessory requi,�d. Field conditions: Verify drawing dimensions with actual field conditions. Inspect related work and adjacent surfaces. Report to the Architect all conditions, which prevent proper execution of this work. Wood: Before installation, prime and back-prime all items partially or completely concealed in the Finish work. Use 7. G.C. to label electrical switches and thermostats as shown on elan. do mach. dwgs. 3/8" high letters min., white PROJECT CONDiAONS factory-mixed primer. For woad having a stained or transparent finish use 4 Ib. c�it shellac. type face typ. all iabel text styles to match. Maintain minimum temperatures of 55 decrees F (180 degrees C) in spaces to rete;ve resilient flooring for at least 48 Extent of pointing work is indicated on Drawings and Schedule and as herein specified. 8. G.C. shall be responsible for all costs required by these contract documents or by government agencies with regard hours prior to installation during instulintion, and for not less than 48 hours after installation. Store resilient flooring Galvanized metal: Prime all surfaces, except where to be embedded in concrete, masonry or roofing; allow to dry to inspections and testing. materials in spaces where they will be installed for at least 48 hours before beginning installation. Subsequently, Work includes painting and finishing of interior and exterior exposed items and surfaces throughout Project, except as before installation. maintain minimum temperature of 55 degrees F (130 degrees C) in areas where work is completed. otherwise indicated. APPLICATION 9. G.C. shall provide and be responsible for all costs for public protection as required by the contract documents and local government agencies. Surface preparation, priming, and coats of paid specified are in addition to shop-priming and surface treatment Apply material evenly, free from sags, runs, crawls, holiday-, or defects. Mix to proper consistency, brush out smooth Install resilient flooring and accessories after other finishing operations including painting, have been completed. Do P P Y 10. G C. shall make n revisions, n to i not install resilient flooring over concrete slabs until the latter have been cured and are sufficiently dry to achieve specified under other sections of work. "'Paint" as used herein means all coating systems materials, including primers, leaving minimum of brush marks, enamel and varnish uniformly flowed on. ' ok o or cho ges the work as shown n the contract documents without the bond with adhesive as determined by manufacturer's recommended bond and moisture test. emulsions, enamels, stains, sealers, and fillers, and other applied materials whether used as prime, intermediate, or prior written approval of tenant. finish coats. Apply paint by brushes, roller or spray except drywall, prime coat by roller or':r. 11. G.C. shall provide the building official with a certificate of construction compliance with energy conservation PRODUCTS standards upon final building department inspection. Surfaces to be Painted: Except where natural finish of material is specifically noted as a surface no to be painted, Tint all pigmented undercoats to approximately some shade as final coat. Perceptibility increase the depth of shade in VINYL SHEET FLOORIi'G pcint exposed surfacEs, whether no not colors are designated in "schedules". Where items rr surfaces are not successive coats. 12. G.C. shall provide access panel for all trades as required by code. Locations to be approved by architect prior to As indicated on Drawings, except Contractor's choice for use as underlayment for wood flooring, specifically mentioned, paint the some as similar adjacent materials or areas. If color or finish is not designated, execution of work. Architect will select these from standard colors or finishes available. Allow each coat to thoroughly dry before succeeding coat application. For oil paints, allow at least 48 hours between VINYL COMPOS11ION TILE coats of exterior work, except where otherwise recommended by munufacturer. 13. G.C. is required to verify the existing electrical service and is responsible to make and/or all modifications required NOT INCLUDED IN FIELD APPLIED WORK Finish all four edges 9 P to ensure that the total connected load does not exceed the electrical service. As indicated on Drawings. g of doors with the same number and kind of coatings as specified for their main surfaces. Where 14. Nothing is permitted to be attached ;o, or suspended from, or penetrate the roof deck above. G.C. is required to I The following categories of work are not included as part of field applied finish work: openings into rooms having different finishes, finish dour edges as directed. j SOLID VINYL. PLANK FLOORING frame, brace and/or suspended as needed to/from the top chord of joists of structural steel which exists above the Concealed Surfaces: Unless otherwise indicated, painting is not required on surfaces such as walls or ceilings in Do not paint factory finished items unless specifically directed. space. As indicated on Drawings. concealed areas and generally inaccessible areas, foundation spaces, furred areas, utility tunnels, pipe spaces, duct shafts, and elevator shafts. Paint visible surfaces of metal ducts and vents. 'S Combustible materials used for construction in this space must be stamped as fire-rated. Field applied treatments ACCESSORIES to combustible materials are not permitted. ,wfacturer to suit material and Finished Metal Surfaces: Unless otherwise indicated, metal surfaces of stainless steel, chromium plate, and similar Finish mill or shop-primed items with materials compatible with prime coat. Adhesives (Cements): Waterproof, stabilized type as recommended by flooring mt I substrate conditions. finished materials will not require finish painting. 16. G.C. to coordinate delivery of an empty 30 cu. yd. dumpster for the use of tenant personnel during store setup Miscellaneous po;nting: Surfaces to be pointed and not specifically described herein, shall be painted with o product and opening. Concrete Slab Primer: Non--staining type as recommended by flooring manufacturer. QUALITY ASSURANCE specifically manufactured or prepared for the rnateriol and surface. Prime coat and two finish coats. Single Source Responsibility. Provide primers and other under coat paint products by same manufacturer as finish 17. Sign(s) to be manufactured by tenant's vendor. G.C.'s foreman to request delivery, supervise installation k verify Leveling Compound: Latex type as recommended by flooring manufacturer. coats. Use only thinners approved by paint manufacturer, and use only within recommended limits. Upon completion, remove all rubbish caused by this trade. Remove spots from floors, glass and ether surfaces. sign is free of defects O time of install. Leave premises in a clean and orderly condition. 18. DO NOT REFUSE DROP SHIPMENTS. Questions regarding shipments to be directed to tenant's construction I EXECUTION Coordination of Work: Review other sections of these specifications in which prime points are to be provided to project manager. ensure compatibility of total coatings system for various substrates. Upon request form other trades, furnish At the completion of other trades and fixture installation touch up damaged surfaces as required. information or characteristics of finish materials provided for use to ensure compatible rime coats are used. 19. Electrical fixtures and bulbs to be furnished b tenant. G.C. to coordinate shipments w tenant's vendor. PREPARATION P p p ° ^ ^ y p / Sprinkler heeds shall be masked off with masking tape or plastic bags during painting. 20. Processing sink furnished by tenant and shipped with millwork package to job site. Sink not required for faucet Prepare subfloor surfaces as follows: SUBMITTALS Use leveling and patching compounds as recommended by resilient flooring manufacturer for filling small cracks, a installation. Faucet set b G.C. at 48" centerline A.F.F. Submit samples using materials approved for the project, of each color and paint finish selected by the Architect. Protect all surfaces and clern up and remove any splashing, spotting, overspray, etc. Protect painted surfaces until Y holes, and depressions in subfloors. Remove coating from subfloor surfaces that would prevent adhesive bond, " „ including curing compounds incompatible with resilient flooring adhesives, paint, oil, waxes, and sealers. Prepare duplicate samples 8 1/2 x 11 showing successive coatings. For transparent and strained finished, prepare final acceptance of work. 21. A shipment of photographic supplies, props and equipment to be received at jobsite towards end of construction - samples on species and quality of wood used in the work. DO NOT REFUSE SHIPMENTS. Broom clean or vacuum surfaces to be covered, and inspect subfloor. The intent of this specification is that all equipment and materials furnished by this section shall be completely dust - - Collars and gloss: As selected and approved by the Owner. No extra will be allowed for special of deep tone colors. free, clean and rust free and freshly polished when the final acceptance inspection is made. Apply concrete slab primer, if recommended by flooring manufacturer, prior to application of adhesive. Apply in DELIVERY AND STORAGE DIVISION TEN compliance with manufacturer's directions. Deliver materials to job site in original, new, and unopened packages and containers bearing manufacturers name and iNSiALLATION label, and following information: Install resilient flooring using method indicated in strict compliance with manufacturer's printed instructions. Extend flooring into toe spaces, door reveals, and into closets and similar openings. Provide integral flash cove base where shown on Drawings, including cove support strip. Construct coved base in accordance with manufacturer's instructions. CLEANING AND PROTECTION Perform following operations immediately upon completion of resilient flooring: Sweep or vacuum floor thoroughly. Washinqton Sq. Rd. M2-A, 9653 BUP2004-00015 24 of 33 REVISIONS -- - - --- - DATE v SHEE T TiTLE G e 11 01/05/04 0 > o 0 0 o SPECIFICATIONS 188 North Holliston Ave. Suite 103 �� 7 AU ``� n Pl_AN CHECK I BID luz L� Pasadena, California 91106 ~ JOSEPH E. KRAUSE ' q R C H i F T C. L_� _ Phone: 626.449.1990 �(f� ,� ��- J . WAS I NGTON SQUARE MALL (503) 656-4111 Q Fax. 626.449.1935 �' `z( Fax (503) -6297 - i-=--► 15259 S.E. 82 Dr. G ' "S, OREGON 9585 S.W. WASHINGTON SQ. RD. ASP14 Fa856 Sults 202 Q �__- Q a h i m a S t V d i o , I n c . 9l y pockQmae, Oregon 97015 - l or 0� JOB NO. PORTLAND, OR 97223 Fll_E. NUMBER ;_ 2335 -- 2335ASP4.dwrg rllllllllllllil -illiltll11i1IIfiTTIi1It11 'IIIllllflftlllllllllllllllllflllllflllllltlllllllTIIIIIIIIII NOTICE: IF THE PRiNT OR TYPE ON ANY til I I I I � I ! III III I I � � � l l C ► i i I I i III III i I i 1 1 III ( I i f III ill I l i 1 1 1 i I I . I I I l l I i -�` c-' IMAGE IS NOT AS CLEAR AS THIS NOTICE, JOIE IT' IS DUE TO THE OUALITY OF THE 36 R+,�'.='-�." A+MMMwI4Clt$=':.yam» ' '= 61***iv 2010',« s,ri_, OI:IGINAL DOCUMENT T z1>< Fl� I�IIIII I III Ell LIIII ' I i' I Jl jl�llllllllllllll�llllllll�.tlill l � -T— MECH. LEGEND HVAC NUMBERED NOTES: I � OI EXIS NNG VAV BOXES TO REMAIN. , 5YMBOl_ DESCRIPTION D REFER TO MECHANICAL EQUIPMENT At 5GHEDULE FOR SPECIFI6ATION5. THERM05TAT T--STAT TO BE MOUNTED AT 48" A.F.F. �-—. -- — . . .. .. — — — . . . . .. — — -- — — . . . . . . -- - . . — — — - -- _ _ - ----- — --� -- 2 VERIFY LOCATION WITH CONSTRUCTION -- � —• —•—•—•— •—•—• •—•—• _ • —•—•—•—•—• —•— — — 5 REMOTE SENSOR MANAGER PRIOR TO INSTALLATION. I _- r _ -- -- - i _ - _ EXISTING PRV UNIT (SMOKE EVACUATION I 2444 TVAV-1 FIRESTAT CY5TEM) REFURB15H TO MAUFAC•TUREP'S D -�PF_GIFIGATIONS. FEILD VERIFY //��DUGT DETEGTOR LOCATION AND CAPACITY. �J r EXISTING TRANSFER GRILLES TOF-1 • REMAIN. VERIFY 5IZE AND LOCATION. I 6 VOLUME DAMPER � --- -- - - -- GLEAN ANG/OR REPLACE A �'EOUIRED. I ' - FIRE DAMPER "0 . ----------- - -- -- ---- -- -- --_- _ -- - _ ---- • VERIFY LOCATION OF LANDLORD p 1 �_ I 11 0 I! l - - 5 — I I ----J ---- EXHAUST DUCT. COORDINATE 517_E OF 1 N l B 275 BI 275 -- - ® SUPPLY, CEILING DUCT AND V.T.R. IF REQUIRED. RETURN AND/OR EXHAUST PROVIDE AND INSTALL DUCT DETECTOR I I � ---- - O IN 5A/RA DUCT AS REC�UIRED. UNIT MUST BE INTERLOCKED WITH MALL FIRE 0"�� - �f - 10 DUCT ELBOW ALARM SYSTEM. COORDINATE WITH I I 275 1 G u1 B 2 5 A --.. -_ MALL REPRESENTATIVE. , ._ -_- -_ - _ A-O - - A 27 =VA -2 OBD OPPOSED BLADE_ DAMPER12"0 I 16"� 18/1- 24" k12- EMT— T - _- - ;, - - _-- 6 MOTORIZED DAMPER 1 E 1 25 I 2 x12 1 DUCT CONN. TO REGTANGULAR ( — -J E 1225 DUCT W/5PIN--IN FITTING 1- -- - 2 x12 VOLUME DAMPER ! �� 1225 — = z ❑ FE "x12" - E -- — I 6 7012/14 16/14 z Cs GAS LINE_ � - ---- 12 1 j CD--- CONDENSATE DRAIN I -- - --- ---- - - �1 ITBT 10LU 275 -- - ( 2"os -_ --- --_ - ,--�_ B 275 DT WATER LINES NE5 - - -- C 475 a __. I � B 2 5. ' - WATER LINES 215 : SANITARY LINES i _ -- -- - - - - -- - -- --- -- ---- -- - -- - �I VENT LINES DIFFUSER NECK 5IZE -- AND RUNOUT SIZE - 24x r4_1 0"� 24x 4 10 f0 D - L 2 AV- B 275 - - — --- ---- - --I - �-\---- ---- - A 300 El A 300 FM - - - - - - - . . . . ... DIFFUSER TYPE --------------- _-_- _..-_ ------- ------- RETURN/EXHAUST __JL Picture People GRILLE FACE 5IZE /� 24-x _4 1•'0 Washington Square 4"x24' W::ELE `�/ - D J -- ---� B 75 l Portland.OR B 3C}O 2715 SQUARE FEET ------ ------- ------- ------- -----•--------- -•---- TYPE ASHRAE DESIGN CONDiiIONS COOLING OA DB 90 COOLING OA WB 67 + COOLING IA DB 75 COOLING IA WB 63 r 1 HEATING OA 22 HEATING IA 68 i MECHANICAL EQUIPMENT SCHEDULE ROOF U-FACTOR 0.1 .2 LTS-RECESSED 2003 + LIGHT DIVERS" 1.2 %LTS-RECESSED 70 + VAV MIN AIR 362 MISC. WATTS 1000 +LTS-S , VAV BOXES %LTS- URFA 10100 SO FT/OF 75 + M "/°LTS-SURFACE -100 NO OF PEOPLE 36 WALL AREA 0 WALL U-FACTOR 0.20 + MARK MAN. MODEL NO. G.F.M. MIId. GFM MIN. PD INLET DIA. CONTROL 'r'.W. HEAT THERMOSTAT NOTES %ROOF TO SPACE 70 PEOPLE SENS HEAT 250 PEOPLE LATENT 250 VAV-I EXI5TING(V.I.F.) EXI5TING 1625 25e" .25 V.I.F. V.I.F. 3.5 REMOTE 5EN50R N.I.F.) VERIFY EXISTING - - - -- ----- -- -------- -- - -- - -- - — --- CONDITION OF BOXES. ------ ------- ------- ----- ----------- ------- VAV-2 EXI5TING(V.I.F.) EXI5TING Ig25 250 .25 V.I.F. V.I.F. 3.5 REMOTE 5EN50R (V.I.F.) COOLING LOAD SUMMARY -- — — SENSIBLE HEAT GAIN LATENT HEAT GAIN - -- - .� PEOPLE 9050 PEOPLE 9050 \ / n PLAN - ---- - -- ---- - --— -- - - - - - - - - �� V A C I L. A I V ROOF LOAD 16724 70% TO SPACE VENTILATION 0 LTS-SURFACE 44642 100% TO SPACE GRILLES AND REGISTERS >�I., scALE: 1/411 • I'-m" , LTS-RECESSED 5742 70% TO SPACE ti - MISC LOAD 3413 s MAX N015E DAMPERS REF. WALL LOAD 0 TAG MANUFAGTIJRER MODEL NO. TYPE MODEL NECK MOUNTING CRITERIA FIRE VOLUME NOTE NOTES -- — A TITUS THRA SUPPLY 360 SEE PLAN GEILING 35 X TC`T�I_SENSIBLE 79572 TOTAL LATENT 9050 13 T I TUS TDGA SUPPLY 24 x. 24 SEE PLAN CEILING 35 X �, Ti ..�COOLING LOAD 88622 B?'1H SENSlTOTAL RATIO 9� /° G AGUTHERM TF-HG SUPPLY 24" x 24" SEE PLAN GEILING 35 X NOMINAL CFM (15 DEG F DIFF) 3617 CFM D TITUS 5OF RETURN 24" x 24" 5EE PLAN GEILING SUPPLY AIR TEMP 55 DEG F ------- --- TEMPERATURE DIFFERENCE 20 DE F E T1TU5 3502 EXHAUST 24" x 12" SEE PLAN CEILING f CONTRACTOR NOTE HEATING LOAD SUMMARY IT 15 THE RESPON51BILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT, -------------- ----- - ------- ------- ------- ------- LANDLORD OR TENANT OF ANY DISCREPANCIES ENCOUNTERED ON THE PLANS OR SENSIBLE HEAT GAIN LATENT HEAT GAIN EXHAUST FAN IN EXISTING CONDITIONS PRIOR TO GOMMENGEMENT OF WORK. BIDDERS ARE TO --------------- - ----------- - -"- VISIT THE 51Tr- AND FAMILIARIZE THEMSELVES WITH EXI5TING- CONDITIONS AND - VENTILATION 0 VENTILATION 0 _ SATISFY THEMSELVES A5 TO THE NATURE AND SCOPE OF WORK. THE BASE BID SMOKE EVACUATION CALCUATION ROOF LOAD 12489 DUGT FAN MOTOR DATA SHALL REFL_EGT MODIFIGATIUNS TO SYSTEMS AND DEVICES AS REQUIRED BY WALL LOAD 0 MANUFACTURER MODEL NO. TYPE G.F.I1. S.P. — PHASE ACGES50RIE5 STATE AND LOCAL GOD`E5 WHETHER INDICATED OR NOT ON CONTRACT - - ------ -- -- - ---- ---- I ---- - ----- _._.- ___.____..___ _____ _ SIZE VOLTS PHASE AMP GREENHEGK 5P.-q EF-I 8" 150 .3-15 120 1 I.-1 BAGKORAFT DAMPER - CONTROLLED BY 5WITGH DOCUMENTS. THE SUBMISSIONS OF A BID WILL BE EVIDENCE THAT SUCH AN SALL=S = 2-1564 GU. FT. X 8 AIR GHANGE5/60 MIN. = 3675 GFM TOTAL SENSIBLE 12489 TOTAL LATENT -- EXAMINATION AND ;UMrl_l �\NGE WITH GOVERNING CODES / REOUIREMENT5 HAS - _ �TOGK = 5016 GU. FT. X 8 AIR GHANGE5/60 MIN, = 6�0 C,FN1 TOTAL HEATING LOAD 12489 BTUH BEEN MADE. LATER 6LAIM5 FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED ---- -- --_-----------------------_------------------ NOMINAL KW ELEC HEAT 4 KW OR FOR DIFFICULTIES ENCOUNTERED WHIGH GOULD HAVE BEEN FORSCEN, HAD Ahl TOTAL = 4355 GPM MINIMUM KW ELEC HEAT 'Z KW EXAMINATION AND CODE REVIEW BEEN MADE, WILL NOT BE ALLOWED. (BASED ON 20 DEG F RISE @ VAV MIN AIR) OWNER CONSULTANTS REMSIONS 105DATE SHEET 17LE HVAC PL e'(�` 188 North Holliston Ave. Suite 103 DON PENN A _ Pasadena, California 91106 dp CONSULTING ENGINEER — Phone: 626.449.1990 WASHINGTON SQUARE MALL 3950 HIGHWAY 890, SUITE 101 Oftfh "1 / GRAPEVINE, TEXAS 79051 Fax: 626.449.1935 C'�,n �,1.7I,r;l-;// . 817-410-2858 FAX 817-2.511-8411 L, 985 S.W. WASHINGTON SQ. RD. Washington Sq. Rd. M2 9653 � / ` BUP2004-00015 C14 `•.�� 1�I;It�� O S h 9 m a S t U d n c • 25 of 33 N - - � NO. PORTLAND, OR 97223 FU NUMM r I .,f, DECO3 ^�n4 0 2335 —- --- -- 2 35.dwq NOTICE: IF THE PRINT OR TYPE ON ANY III III III III III III III II I III III III II��1 1 1 1 I 1 1 1 1 1 1 I 1 III III III I I III I I I 111 111 III III III I I III III III III III III VIIII I III III IIIIIII I ! III IIIIIII ' III III I I i I III I - I �- 161 I �I I I 9 ip 1 2 3 41 - -�I -1 -- - _.l ---- _ _gl - - --1 - — --- -- ---I �� .� IMAGE IS NOT AS CLEAR AS THIS NOTICE, L_ - ---_-- 1- --- l --_ - I. _ IT IS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT E 8 z 8 7. c z a z Si z ib z E z Z I z u z u [ 8 I c T s1[ 9i[ 11•l i E i z t [1< I � is 13 L 9 4 1a £ z I jT I,Y11N l 1 l 1 III ( I ►IIII�IIII�Iilllllll�lllllllll�lllllllll IIII�IIII�IIII�IIII�IIII�IIIII►IIIIIIil�lllilllll� IIII ►� 1W 111111111 I�11111111u1�111111111 I11lIJ L r"11 LILI 11 l l l l l i 11111 1 I II�IIL VIII►IIII►IIIIIII IIII ►I IIIIIII I III II IIIIIIIII III►IIIII�IIIIIIII ►IIII►III III oI� IIIIIIIIIIIII�III►� III III IMI - I � I !, __,________...________.___ ___________ ____ - ____ -.- _________________ . ,-____ __ -----------.-------- __ - __________,_..__________ ___ ___-______ _____- .----.---- _.---------.--------- -_- --- : ----..---,------ -------------- -_-_- --------_-____--------- -_--- --.-.--_______________-__----- -------I _T____---------- - ---- - ----,-,T"----------------------------, , -- _-----------,---------------___I 1 . I , I aL-QTIQN 15000 B) BRANCHES TO UNIGS BELOW MAINS TO BE TAKEN FROM BOTTOM OF 11 BASIC MECHANICAL REQUIREMENTS 2. TOILET EXHAUST FANS 16. DAMPERS MAINS AT A 45 DEGREE ANGLE, PITCH DOWNWARD TOWARD UNITS. BRANCHES To . A. GENERAL CONDITIONS H. GUARANTEE UNITY ABOVE MAINS TO BE TAKEN FROM TOP OF !!AINS AT A 45 DEGREE ANGLE , A) MERE SHOWN ON DRAWINGS, PROVIDE A TOILET EXHAUST FAN A) PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL. DAMPERS WITH PITCHED UPWARD ',OWARDS UNITS. PITCH NOT LESS THAN 1 INCH IN 10 FEET. I I . 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND 1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK UNDER HIS COMPLETE WITH GRAVITY BACK DRAFT DAMPER. ALL DUCTWORK, ROOF OPENINGS, HANDLE OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS ARE A CONTRACT AND SHALL MAKE GOOD, REPAIR, OR REPLACE AT HIS OWN EXPENSE, AND CAPS NECESSARY TO PROVIDE A COMPLETE EXHAUST SYSTEM SHALL BE FACILITATE AIR BALANCING. C) HANGERS SHALL BE SIZED AND INSTALLED FOR THE OUTSIDE DIAMETER PART OF THIS CONTRACT. ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED PROVIDED BY THF CONTRACTOR. REFER TO PLANS FOR APPLICABILITY. OF THE INSULATED PIPE. INSTALL 6 INCH LONG SPLIT CIRCLE GALVANIZED SADDLE WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF WRITTEN ACCEPTANCE OF THE B) WHERE ACCESS TO BALANCING; DAMPER IS RESTRICTED, YOUNG BETWEEN THE HANGER AND PIPE INSULATION. " 2. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE ENTIRE INSTALLATION BY THE TENANT'S CONSTRUCTION MANAGER. IN CASE OF 3. VIBRATION ISOLATION DEVICES REGULATORS SHALL BE US=-D. t : SPECIFICATION AND REVIEW DRAWINGS FOR ALL OTHER TRADES. REPAIR OF EQUIPMENT DUL TO FAILURE WITHIN THE GUARANTEE D) HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI--ELFGTRICALLY I PERIOD, THE GUARANTEE ON THAT PORTION OF WORK SHALL BE EXTENDED FOR A A) VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL SUPPORTS C) ALL RECTANGULAR DAMPERS IN OUTSIDE AIR, RELIEF AIR, OR RETURN AIR SEPARATED FROM ONE ANOTHER. 1 3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING HIS SUBCONTRACTORS PERIOD OF' 12 MONTHS FROM THE DATE OF SUCH REPLACEMENT OR REPAIR. BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, WATER SOURCE HEAT DUCTS ARE TO BE OPPOSED BLADE TYPE. ALL OUTSIDE AIR DUCT DAMPERS MUST WITH A FULL SET OF BID DOCUMENTS INCLUDING SPECIFICATIONS AND MUST PUMPS, AIR HANDLERS, FAN POWERED VAV BOXES, ETC.) AND STRUCTURE. ALSO BE OF THE LOW LEAKAGE TYPE. E) SEE PLANS FOR APPLICABLE DETAILS. 1, COORDINATE HIS WORK AND INSPECTIONS AND THE WORK AND INSPECTION OF HIS I OPERATIONS MANUALS SUBCONTRACTORS WITH ON SITE TO CONFORM WITH THE B) VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED D) ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE F) ALL PRESSURE PIPING SYSTEMS iASTALLED SHALL CONFORM TO THE GENERAL CONTRACTOR'S TIME SCHEDULE. 1. ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR ALL WITH RUBBER AND SPRING DEVICES. VIBRATING EQUIPMENT SUPPORTED FROM HONEYWELL DAMPERS. REQUIREMENTS OF THE "-- ,-ATE PIPING AND WELDING CODES, 1, EQUIPMENT FURNISHED ON THE JOB SHALL BE PROVIDED TO THE TENANT BOUND FLOOR OR DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. G) INSTALL VALVES AT LOW POINTS FOR DRAINING EACH SYSTEM AND 4. LL VISIT THE SITE PRIOR TO SUBMITTING HIS BID TO TOGETHER IN A 3 INCH, THREE RING BINDER. THE BINDER SHALL INCLUDE BUT NOT 17. DIFFUSERS, GRILLES, AND REGISTERS ,INSTALL MANUAL VENTS AT ALL HIGH POINTS OF EQUIPMENT AND PIPING IN THE DETERMINE CONDITIONS AFFECTING THE WORK. BIDS SHALL SERVE AS EVIDENCE BE LIMITED 10 INSTALLATION, MAINTENANCE AND OPERATING INSTRUCTIONS, C) EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE PAMPHLETS OR BROCHURES, APPROVED SHOP DRAWINGS, AND WARRANTIES SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT AND LOADING. AVOID A) PROVIDE DIFFUSERS, GRILLES, AND REGISTERS AS SCHEDULED. DEVICES SYSTEM TO PROPERLY D AIR. REQUIRED TO MEET THE INTEN1 OF THE DRAWINGS AND SPECIFICATIONS. FAILURE OBTAINED F M EACH MANUFACTURER OF PRINCIPAL ITEMS OF E::UIPMENT. "GROUNDING" THE ISOLATOR. TO HE COMPLETE WITH FRAMES AND ALL ACCESSORIES. FINISH TO BE 6. INSULATION TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN COORDINATED WITH INTERIOR FINISHES, PERFORMANCE OF WORK, J. SLEEVES D) CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AN') THE UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, 8) INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL A) ALL HYDRONIC PIPING FOR CHILLED WATER AND/OR HEATING WATER, 11 i 5. WHEN USED, THE TERM "PROVIDED BY CONTRACTOR" SHALL BE 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR EQUIPMENT, ETC. REFLECTED CEILING PLAN, VALVES, FITTINGS, AND ACCESSORIES SHALL BE INSULATED. FOR PIPE SIZED UP TO I t INTERPRETED AS MEANING "FURNISHED AND INSTALLED BY CONTRACTOR" WITH THE FACILITIES IN THE INSTALLATION, EACH SLEEVE SHALL EXTEND THROUGH ITS "AL 2 INCHES, INSULATEWITH1 INCH THICK (K=0.23 AT 75 DEGREES F) FOAMCLAS , - -AIRE, AND TITUS. INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. FOR PIPE SIZES 2-1/2 EXCEPTION WHERE ITEMS ARE "PROVIDED BY TENANT" SHALL BE INTERPRETED AS RESPECTIVE FLOOR, WALL, OR PARTITION AND SHALL BE CUT FLUSH WITH EACH E) CONSULT MANUFACTURER FOR APPLICATION DATA. C) MANUFACTURERS: KRUGER, M� I MEANING "FURNISHED BY TENANT (INSTALLED BY CONTRACTOR)-, EXCEPT MERE SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2 INCHES AND LARGER, INSULATE WITH 1-1/2 INCH THICK (K=0.23 AT 75 DEGREES F) , NOTED OTHERWISE. INCHES ABOVE THE FLOOR. 4. CURBS AND STEEL FRAMING FOR SUPPORT 18. DUCTWORK INSULATION FOAMGLAS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. B. GENERAL REQUIREMENTS 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS A) THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL A) INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S [-,) INSULATION AT ALL HANGERS FOR PIPING 2-1/2 INCHES AND LARGER SHALL BE FIRE SEALED WITH APc'-ROVED SEALANTS RATED FOR THE APPLICATION SO FRAMING REQUIRED TO INSTALL ALL HVAC EQUIPMENT. CURBS SHALL BE A MINIMUM WRITTEN INSTRUCTIONS AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY SHALL BE HARD AND NON-COMPRESSIBLE. iI 1. THE CONTRACTOR SHALL PROVIDE _AI.L LABOR, MATERIALS, EQUIPMENT, AS TO MAINTAIN THE FIRE RAT,NG OF THE ASSEMBLY. CONFORM TO THE U.L. OF 14 INCHES HIGH, OF THE SAME MANUFACTURER AS THE EQUIPMENT SUPPORTED. PRACTICES. INSULATION MUST COMPLY WITH NFPA 90A. ; SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS, AND DETAILS NECESSARY TO ASSEMBLY RATING OF THE FLOOR OR WALL. INSULATE UNDER THE COMPRESSOR SECTION TO PREVENT CONDENSATION, ALL C) ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE I .I PROVIDE COMPLETE AND FULLY FUNCTIONAL MECHANICAL SYSTEMS AS SHOWN ON CURBE MUST BE INSTALLED SO THAT THE TOP OF CURBS ARE "DEAD" LEVEL. ALL B) DUCT SIZES SHOWN ON THE DRAWINGS ARE INSIDE CLEAR DIMENSIONS. THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAN 50 TO CONFORM TO I THE DRAWINGS, CALLEC FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN ACCORDANCE WITH INSULATE ALL SUPPLY AND RETURN AIR RECTANGULAR DUUTWORK. EXPOSED THE REQUIREMENTS OF NFPA. 11 CONDITIONS. ALL WORK NOT SPECIF!!"ALLY NOTED AS BEING BY THE LANDLORD BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. ALL CONNECTIONS RECTANGULAR DUCTWORK SHALL BE INTERNALLY INSULATED WITH 1 INCH THICK, I I SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEAIED Tn ROOFTOP EQUIPMENT SHALL BE INSIDE THE CURB (CONDENSATE DRAIN, POWER 1-1/2 INCH DENSITY LINER (K=0.28 AT 75 DEGREES F). LINER IS TO HAVE A COATED E. SYSTEM TESTING, ADJUSTING, AND BALANCING THE ENTIRE INsTA'_LATION WITH LANDLORD AS REQUIRED. FIELD VERIFY THE EXACT VERTICAL PIPING, SLEEVES SHALL 9E 22 GAUGE GALVANIZED STEEL MINIMUM. WIRING, CONTROL WRING, El-_). SURFACE EXPOSED TO AIRSTREAM TO PREVENT EROSION. APPLY ADHESIVES AND TESTING, ADJUSTING, AND BALANCING OF ALL WORK SHALL BE MAKE BY AN . TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING PIPE AND DUCTS SERVING MECHANICAL FASTENERS AS RECOMMENDED BY SMACNA AND THE MANUFACTURER 1. . THE TENANT SPACE PRIOR TO SUBMISSION OF BID. 4. DUCT SLEEVES SHALL BE MINIMUM 14 GAUGE STEEL. C. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED TO FREVINT LINER SFPARI,TION FROM THE DUCT. ALL TRANSVERSE EDGES TO BE INDEPENDENT CONTRACTOR WHO IS CURRENTLY LICENSED BY THE ASSOCIATED AIR COATED WITH BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH K. HANGERS 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE LANCE REPORTS WILL BE REVIEWED OR ACCEPTED. ALL OTHER AND ANY :AATERIAL OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN TENANT'S CONSTRUCTION MANAGER. SIGNIFICANT DEVIATIONS FROM DESIGN MUST C) ALL ROUND AND OUTSIDE AIR DUCTWORK ABOVE THE CEILING SHALL BE BALANCING WORK MUST BE COMPLETE AND DONE IN ^%CCORDANCE WITH THE MOST THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BE APPROVED BY TENANT'S CONSTRUCTION MANAGER PRIOR TO FABRICATION OR EXTERNALLY INSULATED WITH A MINIMUM OF 1 INCH THICK, 1-1/2 INCH DENSITY (R- RECENT STANDARDS OF THEIR SOCIETY, PAYMENT OF ALL COSTS FOR TESTING IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BANDS, C-CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC. INSTALLATION. ALL DUCT MAINS ARE TO BE RECTANGULAR. 5.6) DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED SHALL BE MADE BY THE HVAC CONTRACTOR. - BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK OR WHICH IS NECESSARY FOR THE INSTALLATION OF WORK. THROUGHOUT DUCT SYSTEM. ALL JOINTS MUST BE TAPED SO THAT NO INSULATION USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART FIBER IS VISIBLE. EXTEND DUCTWORK INSULATION WITHOUT INTERRUPTION 2. THE HVAC CONTRACTOR SHALL INSTALL NEW FILTERS IN ALL UNITS PRIOR TO OF THE CONTRACT. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR 2. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR THROUGH WALLS, FLOORS, AND SIMILAR PENETRATIONS. THE AIR BALANCING. THE COMPLETE AIR BALANCE SHALL TAKE PLACE WITH ; MASONRY, BUT NOT TO PIPING OR DUCTWORK. HANGING FROM METAL DECK IS NOT DUCTS WITH GALVANIZED SHEET STEEL, IN ACCORDANCE WITH SMACNA "HVAC DUCT OUTSIDE AIR DAMPERS IN MINIMUM POSITION. I � 'I 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED PERMITTED. HANGERS MUST BE ATTACHED TO THE UPPER CHORD OF BAR JOISTS. DARDS" OF THE LATEST EDITION. CONFORM TO THE D) ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORECODES OR THE , I LANDLORD'S TE'4ANT CRITERIA, THE CONTRACTOR IS STILL WHERE INTERFERENCES OCCUR, IN ORDER TO SUPPORT DUCTWORK OR PIPING, REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL THICKNESS, THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAN 50 WHEN TESTED IN 3. BALANCE AIR AND WATER QUANTITIES TO WITHIN PLUS OR MINUS 5 PERCENT 1 . RESPONSIBLE FOR PROVIDING THE SYSTEM AS DESIGNED AND DESCRIBED ON THE THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH REINFORCING TYPES AND INTERVALS, TIE ROD APPLICATIONS, AND JOINT TYPES AND ACCORDANCE WITH ASTM C 411, OR AS REQUIRED BY LOCAL CODES. OF THAT INDICATED ON THE DRAWINGS. ANY '-)UIRED CHANGES IN SHEAVES, I DRAWINGS, UNLESS SPECIFICALLY'NOTED OTHERWISE. SHALL BE LOCAiED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIFE INTERVALS. BELTS, PULLEYS, OR THE ADDITION OF DAMPER REQUIRED TO ACHIEVE SPECIFIED I , . DAMPERS, VALVES, ACCESS DOORS, AND OTHER EQUIPMENT SERVICE 19. SYSTEM CLEANOUT FLOW RATES SHALL BE PROVIDED BY THE HVAt_ CONTRACTOR WITH NO ADDITIONAL . 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS rO BE READILY REQUIREMENTS AND/OR OTHER TRADES. HANGER TYPES AND INSTALLATION 3 EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO 2 COST TO THE TENANT. III ACCESSIBLE FOR OPERATION, SERVICE, MAINTENANCE, AND REPAIR. THE METHODS ARE SUBJECT TO LANDLORD CRITERIA. INCH WATER GAUGE PRESSURE CLASSIFICATION (VERIFY WHETI,ER RETURN OR A) DUCTWORK AND AIR HANDLING EQUIPMENT IS TO BE CLEANED OUT AND . CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT ACCESS TO ALL EXHAUST DUCT IS POSITIVE OR NEGATIVE PRESSURE). PRESSURE TE'_T DUCTS FOR BLOWN OUT BEFORE PAINTING IS STARTED BY THE GENERAL CONTRACTOR. 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING EQUIPMENT FOR SERVICE. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR LEAKAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO INFORMATION: THE OUTER DIAMETER OF INSULATION. INSTALL 6 INCH LONG SPLIT CIRCLE FABRICATE A SYSTEM THAT DOES NOT EXCEED 5 PERCENT LEAKAGE OR LESS AS 8) FILTERS MUST BE IN UNITS AT ANY TIME FANS ARE OPERATED. A) AABE OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING 5. THE CONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, CHASING, OR GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. STATED BY PRESSURE CLASS RATINGS IN SMACNA STANDARDS. CONTRACTOR. ., CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. F. HYDRONIC PIPING CUTTING SHALL HAVE PRIOR APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE Dl-ELECTRICAL_,,, 4. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A AND THE LANDLORD. PATCHING SHALL. MATCH FINISH OF SURROUNDING AREA. SEPARATED FROM ONE ANOTHER. BEAD APPROXIMATELY 3/8 INCH WILE BY 3/16 INCH DEEP ON 12 INCH CENTERS TO 1. PROVIDE A COMPLETE HYDRONIC PIPING SYSTEM IF APPLICABLE. REFER TO 8) INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. . C. CODES L. ACCESS DOORS PREVENT VIBRATIONS. PLANS TO DETERMINE IF A HYDRONIC PIPING SYSTEM IS REQUIRED. C) MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. I 1. ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER 1. FURNISH STEEL ACCESS DOORS AND FRAMES, MINIMUM 16 INCHES BY 20 5. INSTALL COUBLE THICKNESS TURNING VANES IN ALL RIGHT ANGLE ELBOWS. 2. PIPING D) AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS , USING GOOD CONSTRUCTION PRACTICES. ALL WORK SHALL CONFORM TO THE INCHES OR AS REQUIRED FOR ADEQUATE ACCESS -TO THE GENERAL 6. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT A) HYDRONIC PIPING FOR CHILLED, HEATING, OR CONDENSER WATER PIPING MEASURED BY PITOT TUBE DUCT TRAVERSE AT THE UNITS. LATEST ADOPTED EDITION OF THE LANDLORD'S CRITERIA; STATE, COUNTY, AND FOR ALL LOCATIONS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT HORIZONTAL DUCTS 'AATHIN SHALL BE ASTM A-120, SCHEDULE 40, ERW, BLACK STEEL PIPE WITH PLAIN ENDS. LOCAL CODES AND ORDINANCES; AND ALL OTHER APPLICABLE CODES ENFORCED BY VALVES AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION. LOCATION, 2 FEET OF EACH ELBOW AND WITHIN 4 FEET OF EACH BRANCH INTERSECTION USING INSTALL STEEL PIPE WITH WELDED JOINTS WHERE PIPE IS 2-1/2 INCH AND LARGER. E) MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE AUTHORITIES HAVING JURISDICTION. THE CHANGES REQUIRED BY ANY APPLICABLE TYPE, SIZE, AND NUMBER WILL BE DETERMINED BY THE CONTRACTOR AND DOUBLE STRAP HANGERS ON EACH SIDE OF THE FITTING. SUPPORT VERTICAL INSTALL STEEL PIPE WITH THREADED JOINTS A14D FITTINGS OR INSTALL TYPE "K" READINGS FOR EACH LEG. CODES SHALL BE INCLUDED IN THE BID. AFTER THE CONTRACT IS ISSUED, NO APPROVED BY THE TENANT CONSTRUCTION MANAGER TO SUIT EQUIPMENT DUCTS AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO WOOD SHALL ANNEALED TEMPERED COPPER TUBE WITH SILFOS JOINTS FOR 2 INCH AND SMALLER I . ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE TENANT TO REQUIREMENTS. GENERAL CONTRACTOR WILL INSTALL AC(',FSS DOORS AND BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS PIPE. PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR METALS. ALL PIPING F) MOTOR AND FAN RPMS, SHEAVE SIZES, AND BELT SIZES. I THE CONTRACTOR. FRAMES. REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. SHALL BE STRICT CONFORMANCE WITH ASTM, ASA, AND LANDLORD'S . REQUIREMENTS, WHICHEVER IS MORE STRINGENT. UNIONS OR FLANGES MUST BE G) OUTSIDE, RETURN, MIXED, AND SUPPLY AIR TEMPERATURES AT FULL D. LICENSES, PERMITS, INSPECTIONS, AND FEES 2. TED IN FIRE-RATED WALLS, FLOORS, COLING-FLOOR, 7. NIERE DUCTS PASS THROUGH ROOFS AND FLOORS, PROVIDE AS MINIMUM 1- USED AT EQUIPMENT CONNECTIONS WHERE SERVICE OR REMOVAL MAY BE COOLING. OR CEILING-ROOF ASSEMBLIES SHALL BE FIRE RATED, U.L. LISTED, AND LABELED. 112 INCH BY 1-1/2 INCH BY 1/8 INCH STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. REQUIRED. H) WATER BALANCE DATA INCLUDING GPM WITH INLET AND OUTLET 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, E CAULKED WITH . INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS WORK. 3. ACCESS DOORS SHALL BE FLUSH TYPE, MANUFACTURED FROM 14 GAUGE I STEEL, COMPLETE KITH FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM 16 SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY THE ASSEMBLY FIRE RATING. B) ALL PIPING AND EQUIPMENT SHALL BE PRESSURE TESTED WITHOUT TEMPERATURE AND PRESSURE RFADINGS.LEAKAGE AT A MINIMUM PRESSURE OF 125 PSI. 1) MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. . 2. FURNISH TO THE TENANT'S CONSTRIJC71ON MANAGER ALL CERTIFICATES OF GAUGE STEEL, PROVIDED WITH ANCHORS. AC'�ESS DOORS SHALL BE SUITABLE FOR 8. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR I , INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. INSTALLATION IN WALL OR CEILING MA'FRIALS SHOWN IN ROOM FINISH SCHEDULES. TIGHT WITH CT SEALER. JOINTS ALSO SHALL BE RIVETED OR C) ALL HYDRONIC PIPING AND EQUIPMENT CONNECTED TO THE HVAC PIPING J) FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS CONNECTED WITH SHEET METAL SCREWS. SHALL BE CLEANED AND FLUSHED. REMOVE, CLEAN, AND REPLACE STRAINER E. DRAWINGS SCREENS. FILL TENANT'S SYSTEM WITH DOMESTIC WATER AND VENT ALL PIPING MERE DUCTED). SECTION 15500 9. SOFT ELASTOMER BUTYL GASKETS WITH ADHESIVE BACKING SHALL BE USED AND EQUIPMENT PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM.I K) INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS.1. DRAWINGS (PLANS AND SPECIFICATIONS) ARE DIAGRAMMATIC AND INDICATE HEATING, VENTILATION, AND AIR CONDITIONING TO SEAL FLANGED JOINTS. CONTRACTOR SHALL NOT FILL TENANT'S SY�:TEM WITH WAIER FROM THE I A THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. BECAUSE OF LANDLORD'S SYSTEM UNLESS SPECIFICALLY INSTRUCTED TO DO SO FROM THE 5. ALL CONTROL SEQUENCES SHALL BE TESTED AND OPERATING STATUS i THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL DUCT AND -IPE 10. DUCT' TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS LANDLORD'S REPRESENTATIVE. , A. , I I OFFSETS, FITTINGS, AND ACCESSORIES THAT MAY BE RCQUIRED. SPECIFICALLY NOTED OTHERWISE. RECORDED IN THE REPORT. PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM, CONTRACTOR I I ; 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, 1 2. THE LAYOUT SHOWN ON THE DRAWINGS IS bASFn ON A PARTICULAR MAKE NI , , 11. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, CONTROLS, SHALL OBTAIN WRITTEN CONFIRMATION FROM THE LANDLORD'S REPRESENTATIVE 6. ALL BE SUBMITTED THROUGH SERVICES, TOOLS, TRASPORTATONAND FAC!LITIES NECESSARY FORI OF EQUIPMENT. IF ANOTHER MAKE OF EQUIPMENT IS USED WHICH REQUIRES REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR INSPECTION. IF THE THAT ALL TESTING, FLUSHING, AND PROPER FILLING OF THE TENANT'S SYSTEM HAS THE GENERAL CONTRACTOR TO THE TFNANT'S CONSTRUCTION MANAGER FOR MODIFICATION OR CHANGE DF ANY DESCRIPTION FROM THE DRAWINGS OR COMPLETION, AND TESTING OF ALL THE WORK FOR THE HVAC SYSTEMC AS SHOWN ACCESS PANEL LOCATION 13 EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BEEN COMPLETED IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS AND VIW L. SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE AS PART OF THIS - BY THE TENANT'S CONSTRUCTION MANAGER PRIOR TO INSTALLATION. LAY-IN THAT 71E TENANT'S SYSTEM IS READY TO BE CONNECTED TO THE LANDLORD'S WORK, FOR MAKING ALL. SUCH MODIFICATIONS AND CHANGES, INCLUDING THOSE ON THE FRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB SUPPLY AND RETURN AIR DIFFUSERS, GRILLES, AND REGISTERS WITH PLASTER SYSTEM 7. THE BAI-ANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING INVOLVING OTHER TRADES WITH THFCOST THEREOF INCLUDED IN HIS BID. IN SUCH CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: FRAMES Y BE USED AS ACCESS LOCATIONS. AND BALANCING FUNCTIONS REQUIRED FOR THE SYSTEM DESIGNED IN THESE CASE, CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS PRIOR TO3. VALVES DRAWINGS. THE BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT THE - , - STARTING WORK SHOWING ALL SUCH MODIFICATIONS AND CHANGES. HIS A. HVAC UNITS, EQUIPMENT, AND APPURTENANCES, 12. FLEXIBLE CONNECTIONS TENANT DEEMS NECESSARY AT NO ADDITIONAL COST TO THE TENANT. PROPOSAL SHALL BE SUBJECT TO THE APPROVAL OF THE TENANT'S CONSTRUCTION B. DUCTWORK, FITTINGS, DAMPERS, AND INSULATION. A) GATE VALVES, 2-INCH AND SMALLER: CLASS 150, BODY AND UNION MANAGER. A) FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN BONNET OF AS1TN B 62 CAST BRONZE WITH THREADED OR SOLDER ENDS, INTEGRAL 8. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION AND C. HYDRONIC PIPING AND INSULATION (AS APPLICABLE , REFER TO PLANS). VIBRATING EQUIPMENT (FANS, ROC'.:'TOP UNITS, WATER SOURCE HEAT PUMPS, AIR SEAT, RENEWABLE SOLID BRONZE WEDGE DISC, RISING STEM, SCREWED BONNET, MAINTENANCE MANUAL. F. DISCREPANCIES IN DOCUMENTS HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS OR CASINGS. ALSO AND RE-PACKABLE UNDER PRESSURE. BALL VALVES ARE ACCEPTED AS AN EOUAL F. FINAL HVAC INSPECTIONS . D. AIR OUTLETS AND INLETS. PROVIDE FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION SUBSTITUTION. , I. , II 1. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE DIAGRAMMATIC AND JOINTS. 8) GATE VALVES, 2-1/2 INCH AND LARGER: CLASS 125, CAST IRON BODY, 1. ASIDE FROM NORMAL INTERIM IN-DECTIONS OF WORK IN PLACE, THE TENANT INDICATE THE GENERAL LOCATION AND INTENT OF THE MECHANICAL SYSTEMS. E. TESTING, ADJUSTING, AND .3 .LANCING. r B) FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE-CPATED RENEWABLE BRONZE GE DISC, RISIt;C STEM, FLANGED ENDS, SHALL HAVE THE RIGHT TO HAVE' AN INDEF ADENT HVAC CONTRACTOR INSPECT 1 WERE DRAWING, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT FLEXIBILITY TO ALLOW FOR UNDER PRESSURE. THE FINISHED HVAC INSTAII-ATION UPON COMPLETION FOR COMPLIANCE WITH THE CONFLICT OR ARE UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN WRITING, PRIOR F. OPERATIONS MANUALS. MOVEMENT AND PREVENT THE TRANSMISSI("P,J OF VIBRATION. PLANS, SPECIFICATIONS, AND CODES. THE INSTALLING CONTRACTOR WILL BE I TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE THE C) SWING CHECK VALVES, 2-INCH AND SMALLER: CLASS 150, CAST BRONZE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT HVAC ' CONTRACT TENANT'S CONSTRUCTION MANAGER, IN WRITING, OF VARIATIONS TO THE G. TU CONTROLS AND RELATED DIAGRAMS. C) FLEXIBLE CONNECJONS ARE TO BE RATED FOR THE OPERATING CONFORMING TO ASTM B 62 WITH HORIZONTAL SWING, Y-PATTERN, ANS AND SPECIFICATIONS REQUIREMENTS AT NO TS PRIOR TO SUBMISSION OF BID. OTHERWISE, TENANT'S CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR H. OPERATION. PRESSURE OF THE SYSTEM. E DISC, AND HAVING THREADED OR SOLDERED ENDS. ADDITIONAL COST TO THE TENANT. t I CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL. COMPENSATION PERMITTED, 13. FIRE DAMPERS D) SWING CHECK VALVES, 2-1/2 INCH AND LARGER: CLASS 125 CAST IRON f I. CONNECTION 'TO ANY LANDLORD ENF_RGY MANAGEMENT SYSTEM. BODY AND BOLTED , HORIZONTAL SWING, RENEWABLE BRONZE DISC, FLANGED ADDITIONAL INFORMATION I . i G. SHOP DRAWINGS2. BEFORE STARTING WORK, THIS CONTRACfOR SHt,LL EXAMINE THE A) PROVIDE PRIMARY FIRE DAMPERS WERE INDICATED OR REQUIRED BY ENDS ANU CAPABLE OF BEING REFITTED WHILE THE VALVE REMAINS IN THE LINE. I I ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL_ PLANS AND CODES. DAMPERS SHALL BE DESIGNED FOR HORIZONTAL OR VERTICAL. FLOW OF AIR FOR THE PIrTURE PEOPLE RECORDS, TEST AND BALANCE CONTRACTOR SHALL COMPLETE 1. SUBMIT SIX COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS AS REQUIRED. FIRE DAMPERS SHALL BE UL LABELED. E) COMEINATION BALANCING AND SHUT-OFF VALVES: BELL AND GOSSETT COMPLETE THE FOLLOWING QUESTIONNAIRE AND SUBMIT WITH FINAL REPORT, SEND 'TO EQUIPMENT AND DUCT FABRICATION DRAWINGS TO THE TENANT'S CONSTRUCTION ELEMENTS OF THE HVAC SYST`_M, MATERIALS, AND EQUIPMENT WITH OTHERCIRCUIT SETTER WITH LOCKING SETPOINT. A CIRCUIT SETTER BALANCE WHEFL ENGINEER FOR APPROVAL. APPROVALMANAGER FOR PRIOR TO ORDERING EQUIPMENT. SUBMISSIONS MUST BE _AVOID INTERFERENCES AND CONFLICTS. B) FIRE DAMPERS SHALL HAVE THE BLADES OUT O' THE AIRSTREAM AND A MUST BE INCLUDED WITH OPERATING AND MAINTENANCE MANUAL. . EARLY ENOUGH TO ALLOW THE TENANT'S CONSTRUCTION MANAGER EIGHT 165 DEGREE F FUSIBLE LINK. A. IS A SMOKE DETECTOR INSTALLED FOR THE AIR CONDITIONING SYSTEM?-- YES-__N0 i WORKING DAYS FOR REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO FH r- B. HVAC EQUIPMENT (REFER TO PLANS FOR SCHEDULE OF EQUIPMENT) F) FLOW CONTROL VALVE: GRISWOLD FLOW CONTROL VALVE. B. ARE THERE THERMOSTATS AS SPECIFIED---YES---NO. IF NO INDICATE MAKE AND , JOB'S PROGRESS. SUBMITTALS SHALL BE IN ACCORDANCE WITH THE GENERAL C) PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MODEL___.______. I CONDITIONS USING 'THE. MANUFACTURER'S LISTED ON THE DRAWINGS. SHOP 1. PRIMARY HVAC UNITS. D CODE REQLIIREMENTS. 4. PIPING �-,;-ECIALTIES i DRAWINGS SHALL INCLUDE ALL DATA THAT PERTAINS TO THE REQUIREMENTS SET 'S: C. ARE THE DUCT JOINTS TAPED THE HIGH PRESSURE DUCT SEALANT (UNITED SHEET METAL'S FORTH ON THE GS AND IN THE SPECIFICATIONS. THE SUBMITTAL SHALL A) PRIMARY HVAC UNITS ARE TO BE AS SCHEDULED. EQUALS MAY BE D) PROVIDE DUCT ACCESS DOORS IN AN ACCF'�SIBLE LOCATION FOR ALL A) PRESSURE/TEMPERATURE TEST PLUG 1/4 INCH NPT FITTINGS TO UNITED DUCT SEALER) OR 6 OUNCE CANVAS SATURATED WITH AEROBOL OR HARDCAST 1. INCLUDE BUT NOT BE LIMITED TO CUTS OR CATALOGS INCLUDING DESCRIPTIVE SUBSTITUTED WITH WRITTEN APPROVAL ONLY. ALL COMPR�_JSORS ARE TO FIRE DAMPERS. DOOR IS TO BE 20 GAUGE GALVANIZED DOOR WITH QUICK-OPENING RECEIVE EITHER A TEMPERATURE OR PRESSURE PROBE 1/8 INCH O.D. FITTINGS AND TYPE "DT" AS SPECIFIED? _.___YES_ NO LITERATURE AND CHARACTERISTICS OF EQUIPMENT SHALL SHOW MAJOR INCLUDE A 5 YEAR EXTENDED WARRANTY. LATCH AND PIANO HINGE. CAPS SHALL BE BRASS WITH VALVE CORE OF NORDFL, RATED AT 400 PSIG, 0 1 DIMENSIONS, ROUGHING-IN DATA, CAPACITY. CURVES, PRESSURE DROPS, CODE DEGREES F. D. HOW ARE THE CONNECTIONS BETWEEN THE MAIN TRUNK AND FLEXIBLE MADE? COMPLIANCE, MOTOR AND DRIVE DATA, AND ELECTRICAL DATA. OBSERVE. SPECIAL B) ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL 14. FLEXIBLE AIR DUCT PROVIDE SKETCH. INSTRUCTIONS WHEN REQUIRED. SUBMITTALS SHALL BEAR 11AE STAMP OF THE DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED TO MEET THE DESIGN B) STRAINERS: "Y" PATTERN STRAINERS, 125 PSIG, CAST IRON BODY WITH E. NOTE ANY DEVIATIONS FROM THE MECHANICAL DRAWINGS. GENERAL AND SUB-CONTRACTOR SHOWING THAT HE HAS REVIEWED AND INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND A) FLEXIBLE AIR DUCT SHALL BE 1 INCH INSULATED, CLASS 1, AND RATED FOR T STAINLESS STEEL SCREEN, THREADED FOR 2 INCHES AND SMALLER, F. BALANCING REPORTS WILL NOT BE CONSIDERED COMPLETE UNTIL ALL QUESTIONS NOTED CONFIRMED 1HAT Y ARE IN CONFORMANCE WITH 'THE CONTRACT DOCUMENTS SPECIFIED. SUPE OF THE SYSTEM DUCT CONSTRUCTION MATERIAL FLANGED FOR 2-1/2 INCHES AND LARGER. SCREEN OPENING SIZE AT 0.033 INCH FOR OR INDICATE WHERE EXCEPTIONS TAKE PLACE. LACK OF SUCH CONTRACTOR'S (PLASTIC, CLOTH, ALUMINUM) MUST ADHERE TO LOCAL CODES AND LANDLORD'S HEATING WATER AND 1/8 INCH FOR CHILLED AND CONDENSER WATER. PROVIDE UNDER "ADDITIONAL INFORMATION" ARE COMPLETE. REVIEW AND AL WILL BE CAUSE FOR REJECTION WITHOUT REVIEW BY C) EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REQUIREMENTS AND BE INCLUDED AS SUCH IN THE BID. WITH BLOWDOWN VALVE WITH HOSE END FITTING. TENANT'S CONSTRUCTION MANAGER. ALL SHOP DRAWINGS MUST APPEAR IN THE MANUFACTURER'S INSTRUCTIONS. ALL. AIR CONDITIONING EQUIPMENT MUST HAVE A WARRANTY I OPERATION AND MAINTENANCE MANUALS LEFT ON SITE AT JOB COMPLETION. CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCE WITH MANUFACTURER'S B) FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH C) THERMOMETERS: DIE CAST ALUMINUM, 9 INCH INDUSTRIAL MERCURY DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. PRIOR APPROVAL FROM THE TENANT'S CONSTRUCTION MANAGER. THERMOMETER, FULLY ADJUSTABLE WITH CLEAR ACRYLIC WINDOW AND BRASS 2. TENANT'S CONSTRUCTION MANAGER'S REVIEW OF SHOP DRAWINGS OR SEF ARABLE T. THE TEST AND BALANCE AGENCY SHALL INCLUDE AN EXTENDED WARRANTY OF 90 DAYS SCHEDULES SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR D) SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED BENEATH ALL C) FLEXII31-E DUCT SHALL NOT EXTEND OVER 5 FEET IN LENGTH AT ANv ONE AFTER THE COMPLETION OF WORK, DURING WHICH TIME THE PICTURE PEOPLE AT THEIR ERRORS, OMISSIONS, OR OTHER DEFICIENCIES OR DEVIATIONS IN THE SHOP INDOOR AIR CONDITIONING EQUIPMENT WITH THE EXCEPTION OF AIR TERMINAL LOCATION, D) MANUAL AIR VENTS: 1/8 INCH COIN-OPERATED VENT. PROVIDE AN AIR DISCRETION MAY REQUEST A RECHECK OR RESETTING OF ANY OUTLEI, SUPPLY AIR FAN DRAWINGS FROM THE CONSTRUCTION DOCUMENTS. BOXES. SECONDARY P'INS ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENS,A.TE CHAMBER CONSISTING OF A 314 INCH NIPPLE AND BUSHINGS, OR EXHAUST FAN AS LISTED IN TEST REPORT. I PUMPS AS REQUIRED. ('ONDENSAIE SHALL BF DIRECTED TO MOP SINK, I-AVAIORY 15. SUPPLY AIR TAKE-OFF FITTINGS 5GENERAL INSTALLATION TRAP, OR OTHER APPROVED DRAIN. . A) PROVIDE 45 DEGREE RECTANGULAR TAKE-OFFS FROM MAIN DUCTWORK A) INSTALL WATER MAINS WITHOUT PITCH. USE ECCENTRIC REDUCING TO RECTANGULAR BRANCHES. COUPLING AT CHANGES IN SITE WITH THE TOP OF PIPES AT SAME ELEVATION. MAKE I CHANGES IN DIRECTION WITH FITTINGS. ----------,- ..--- ----------.,-,--- I -------- -------------.-------------------,- __ - - __ - __ �_____ - ___ _____ I ___ ____ ______-�__ _ __ _____ --------- ____ -__- - - - - --------------- __ -------.---, ___ ____ ,______ ______________,.__________ - _____.__._ V - ,4, 0"m CONSULTANTS REVISIONS --------- ____ � - --- '--------- -- WE ShUT 71 0 1 0\ 6 1/05/04 i A, V f V6 N� w , � . 188 North Holliston Ave. Suite 103 . . A, T (0-10 k , , I [_____ - ----_- --____ DON PENN A - - Pasadena, California 91106 ., , � 4,� %p w.; 6N'; , .z, 5 e !W,,_m71,- ,w 1 kllo � , I WASHINGTON SQUARE MALL - b CONSULTING ENGINEER A � . Phone: 626.449.1990 0 V 4 �950 HIGHWAY 360, SUITE 101 102 1 _ 11 .11 _11 "// - GRAPEVINE, TEXAS 76051 A � NVO Fax: 626A49.1935 9585 S.W. WASHINGTON SQ. RD. Washington SQ, Rd. M2-A, 9653 " fn t', ,')) , I " � 817-410-2858 FAX 817-251-8411 BUP2004-00015 � M \:, -- .. ,,�, . � " I.,1, , . ) ,6 of 33 , , -* "I ". :0"I I..-_,. 1 m a . I '__-_ A JOB NO. PORTLAND, OR 972" 23 FLE NUMBER !. 1. �; op DR-1- 1 77!�__ --------.-,-.----,--------------------------- 2335.dwg .pr - ----------------------. 233.5 1. ,I CS ______ -------------.---�.--.---�-�----- -------- --------- ____________ .11 0 --------- _____ - -1--,. -. - --- ------ ---- -- ----,- - ----- ------ - - -----,----.------- .-- .-----.----.-. ------------------------------------------------------- 1 L-----.-------,---------------- -,- ---.�.�--. .------.--- ------- ---------- --------- g; w, .4� - -� - I I I. I yp I I �-:,:Vt::�l,.�l.,.:.-I-�14.&*AWW4WSW"XAWO*'WW"ANO��'AK��'4"oft'VW� Wow"" I I I I I 0'I'Moffivw, . ., , --1 -1 1. I 1. I I�.1;�.- '"Imp"I"w""� - I'm P-M. � L -.11W11-1__"Mm_��,.,;�L.�-MMIIR.L�I!9 I 1_!!� -'�-�,�'�.�:.�!'."".:'.,�r,,4.:�L� I �'.'� " - _ -M�001411wom%"r "mpp"ftT_"-jp or" - NOTICE: IF THE PRINT OR TYPE ON ANY I Jill 11 pil III ll 111111 11 Jill III 11111 III ll I 1111111111111 III lIII 1III 1III III 111IIIIIIIII 111111 11111111111111 111�111�Ijljj�jljlj III 111�111 III 1111�11IJill 111III�11111 [11 ___r . T1111411 � .. 0 I 11 121 1 ,� � ,)- nn C-1, IMAGE Ilrj NOT AS CLEAR AS THIS NOTICE, I ___ - - �1 - --!?I-----_ � . 51 - 61- - - - ----.-- I- - ---__---- --- - � � �_ - -----. � 1.___ .IIA �'J__� No 36 efM, / -1-- IT IS DUE TO THE QUALITY OF THE - � - - 01 I - - - --- - �____ i -,i.. - i,Ii I,-,.-".I ; 11111111 III Jill III ,I z t111411 ,1111�_1' 11 i11111111,1,11I11"I'111111�, ___� I - 16 " 11� = 11 I11 Jill 1 . 11 III ii 11 11 .. .JI I � I , III I __SJZ LIZ---I-I__9�_ -I I 1111111''11 1111 -III 1111111091 - ---I, - `I, 1�__ - __11t111__ -1�111 1,I I I I'l - - ORIGINAL DOCUMENT L 11 19111 11111l►Iill� i► III 1 IIIII1911 1111"l,III,, I III III II 11�1 11111.11.11111J.1111 �L L� Ilu 1111!wl t . . - ,-.-.- - 4" VTR 3/4" GENERAL PLUMBING NOTES 1 ')/4" 2$' REFER TO WATER HEATER 2" DIAGRAM FOR 2 I ALL PLUMBING INSTALLATIONS SHALL COMPLY WITH STATE CONIINUATION. AND LOCAL CODES. I ' C1 4 WCO 2 WCO :2, PLUMBING CONTRACTOR SHALL MAKE CORRECTIONS IF WATER WC 1 2' 5LIPPLY AND DRAINAGE 'rOR THE BUILDING ARE REVERSED. •• ••3/4" 4 WC EWH 2" 2" 4 /4 5. INSTALL ALL THREADED GLEANOUT FLUC75 WITH PIPE: POPE I I •F 1) 3" FID TO ALLOW EASY REMOVAL IN THE FUTURE. 3/4 112" WC W/TRAP CONTRACTOR •-3/4 LAV PRIMER 1 " — 4. IT WILL BE THE RESPONSIBILITY OF THE PLUMBING 3/4" WCO 5-1 TO INSURE THAT ITEMS TO BE FURNISHED UNDER PLUMBING I CONTRACT WILL FIT THE SPACE AVAILABLE - PLUMBING CON- EXTEND 3/4" CW TO LL SYSTEM, 4 TRACTOR SHALL MAKE NECE55ARY FIELD MEA5UREME714T5 TO LAV ASCERTAIN 5PACE REQUIREMENTS, INCLUPIN& TH05E '-OR VERIFY EXACT LOCATION. 1/2 112" FS 4" AND 5HAPE5 OF EQUIPMENT THAT ARE THE TRUE INTENT OF CONNECTIONS AND SHALL FURNISH AND INSTALL SUCH SIZES T14E DRAWINGS AND SPECIFICATIONS. I EW 5. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENIN65 IN I LAV EXTEND 4" SS TO LL WALLS, FLOOR5, AND ROOF WITH EACH CONTRACTOR RE- l 1 SYS FEM, VERIFY EXACT SPON51BLE FOR VERIFYING LOCATION AND SIZES OF ALL 3/4" 1112S-1 LOCATION, FLOW AND DEPTH. OPENINGS REQUIRED UNDER HIS CONTRACT, UNLESS NOTED § OTHERWISE ON THE PLANS. NOTE: PLUMBING CONTRACTOR SHALL ALL. ROOF' PENETRATIONS AND REPAIR NOTE: PLUMBING CONTRACTOR SHALL 6. PLUMBING CONTRACTOR SHALL PROVIDE PRESSURE REDUC,- VERIFY EXACT SIZE AND LOCATION OF SHALL BE MADE BY LANDLORD'S VERIFY EXACT SIZE AND LOCATION OF r INC VALVE, SWEAT TYPE, 50-60 P516 DISCHARGE RANGE 4 EXISTING WATER SUPPLY IN THE FIELD ROOFING CONTRACTOR AT TENANT'S I F EXISTING SANITARY SEWER IN THE FIELD WHERE REOUIRED BY LOCAL. CODES. I I EXPENSE "I. ALL PLUMBING FIXTURES SHALL BE NEATLY CAULKED WITH 2 VVA J-E P R I (E-) E F DIACRAM 3 WA —) TE P,, 1Q: LF DIAGRAM 51LICONE COMPOUND WHERE FIXTURE MEET5 WALL. 5. PLUMBING CONTRACTOR, SHALL BE RESPONSIBLE FOR SCALE: NONE C.W. SUPPLY FROM SCALE: NONE , COORDINATING ELECTIZICAL AND CONTROL CONNECTIONS SYSTEM, SEE PLAN TO PLUMBING EQUIPMENT WITH THE ELECTRICAL CON'i'17ACTOR, SEE PLANS FOR LOCATIONS OF JUNCTION BOXES, PISGC.-�l NECT5, I FOR CONTINUATION VACUUM RELIEF VAVLE AND CIRCUIT BREAKERS (PANEL BOARDS). TYPE, 51ZE AND WATER RISER DIAGRAM (VALVE AND TEE ABOVE NUMBER OF CONDUCTORS AND CONDUITS TO EQUIPMENTWATER HEATER) SHALL BE COORDINATED WITH 4 VERIFIED BY THE ELECTRICAL CONTRACTOR. IN CASE OF PLUMBING EQUIPMENT CON- EXPANSION TANK, H.W. SUPPLY TO is NECTION TO A CIRCUIT BREAKER, THE NUMBER AND SIZE AMTROL ST-5C SYSTEM, SEE PLAN FINISHED FLOOR OF CONDUCTORS AND CONDUIT SHALL CONFORM TO THE LATEST NATIONAL ELECTRICAL. COME REGULATIONS. ALL. 4" DEEP 20 GA. GALVANIZED SHUTOFF VALVE - (SEALANT CONCRETE SLAB OR TYPICAL FINISHED FLOOR MOTOR 5TARTER5, SNITCHES, CONTROL DEVICES, ETC., DRAIN PAN WITH ALL PROVIDED BY THIS CONTRA(-.TOR SHALL BE RECESSED IN EXPOSED EDGES HEMMED -- T/P RELIEF VALVE- THE WALLS, EXCEPT NHERE THESE ITEMS ARE LOCATED N DRAIN PAN TO EXTEND 4" PIPE TO SIUB ABOVE ALL SIDES NEAREST FLOOR DRAIN MECHANICAL ROOM ( .)!F�. PROVIDE NAMEPLATES FOR ALL MINBEYOND TANK ON EQUIPMENT, 5NITGHES, CONTROL DEVICES, ETC. EW S- 1 • 1"x24 GAUGE GALVANIZED STEEL STRAP. SCREW INTO cl. PLUMBING CONTRACTOR SHALL SUPPLY AND INSTALL GAS FS PIPING IF 5,40NN ON PLANS. ALL GAS PIPING SHALL COMPLY • 1-1/27x 1-1/2"x 1/8" STEEL WALL STUD WITH 1-1/2" MIN. ANGLE IRON FRAME WITH S'JPPORT SCREWS. TYPICAL TOP AND WI LOCAL CODES. PLUMBING CONTRACTOR SHALL MAKE W ANGLES AT 45 . BOLT TOP OF FRAME BOTTOM OF WATER HEATER. STRUCTURE AT FINAL CONNECTIONS TO ALL EQUIPMENT. INSTALL RE&ULA- AND ANGLE SUPPORTS TO WALL. TOR—r- AT EQUIPMENT WHERE REQUIRED BY MANUFACTURER AUPPER LEVEL PROVIDE ADDITIONAL WALL BLOCKING OR -.UT5 C,UPFLIET7 BY FURNISHING CONTRACTOR.. AS NEEDED. 1K GRADE AT LOWER LEVEL 10. PLUMBING CONTRACTOR SHALL INC-TALL CHOCK ABSORBERS U \A� l- - AT PLACES INDICATED ON THE PLANC, AND FZ15ER DIAGRAM. HOSE END DRAIN VALVE DRAIN P !4 PIPING SHOCK ABSORBERS 5HALL BE PDI APPROVED. TO APF .1VED TO TENANT'S EXTEND 3/4' CW TO LL SYSTEM, EXTEND 4" SS TO LL SYSTEM, VERIFY WITH CAP AND CHAIN RECEPTOR SANITARY SEWER 11. ALL UNDERGROUND DRAINAGE, WASTE AND VENT PIPE SHALL VERIFY EXACT LOCATION. EXACT LOCATION, FLOW AND DEPTH. BE CAST IRON OR PVC AS ALLOWED BY LOCAL COPES. ALL ABOVE GROUND DRAINAGE, NA-::,TE AND VENT PIPE SHALL BE PVC. 11��' L J M B1 �d P) L A 1�_ 4 WATER 1-1EA 'TER DIAGRAM FLAAP E' R /41 �d DETAIL 14 - 1'-0" - SCALE: NONE 12. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR SCALE. 4" SCALE: NONE APPROVED FLOOR PLAN AND DIMENSIONS. DO NOT SCALE PLUMBING DRAWINGS. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING rON- VEN5ATF_ DRAIN PIPING ON AIR HANDLING UNITS. COORDI- PLUMBING FIXTURE SCHEDULE NATE WORK WITH MECHANICAL CONTRACTOR. CONNECTIONS — 14. CONTRACTOR SHALL INSTALL NATER PIPING 50 THAT PIPE JOINTS ARE N07 UNDER FLOOR SLAB. TYPE ITEM DESCRIPTION RE�IAR<S V r,N HIN MAN. 15. PIPE INSULATION SHALL BE CONTINUOUS THROUGH NALL5 ENH NATER HEATER 10 SAL. STORAGE CAPACITY, 3.0 KN ELEMENT, 2-77V FURN. BY T.G.G. INSTALLED BY T.G.G. 5/4" 51411 1 OR, FLOOR. AC SMITH DEL-10 CONNErTION5 BY T.G.G. 16. CONTRACTOR SHALL TEST SOIL, AA5TE $ VENT 5YSTF-1-15 AMERICAN 5M. :2165.100 CADET 17"H EL !.&/PA; WITH PEPPERMINT. ALL MECHANICAL 5Y5TEM5 SHALL BE WCNATER CLOSET PROVIDE WITH MOSUIRE H-15CILK SUPPLY; SEAT: AMERICAN SM. FURN. BY T.G.C. 211 100 % SILCONE CAULKING INSTALLED BY T.G.G. 4" 1/2" 1 HALF GRATE (TYPY-- RUNNING WHILE THESE TEC,T5 ARE BEING MADE. CONTRAC- 5511.01:2 LAUREL CONNECTIONS BY T.G.G. AROUND PERIMETER OF TOR SHALL FUFZN15H A CERTIFICATE OF COMPLIANCE AND - -VINYL FLOORING FLOOR SINK (TYP) ACCEPTANCE OF THESE TESTS. AMERICAN STANDARD: 04q7.012 OVAL-rN 11 EXTEND UNDER FLOOR UNDER COUNTER: AMERICAN SM. HERITAGE "7401.1-72 NNRIST FURN. BY T.G.C. 214 EXTEND LNLI UNDER FLOOR 11. CONTRACTOR SHALL INSULATE ALL UNDER SLAB HOT �AIATER LAV LAVATOR`r INSTALLED BY (.6.0 -AA SINK BLADES BING LEGEND PIPING WITH I" RIGID URETHANE FOAM INSULATION AND I" CONNECTIONS BY T.O.C. OL05ED CELL RUBBER INSULATION, WITH FIRE RETARDANT SYMBOL DESCRIPTION COATING ON ALL HOT NATER 4 RETURNS LINES ABOVE EMERGENCY SPEAKMAN 5E-q2l - MOUNT ON SINK DECK FURN. BY T.G.C. 4 EN 3/44 SLAB. INSULATE ALL COLD NATER LINES ABOVE SLAB WITH EYE HASH INSTALLED BY T.G.C. - 51,51, . G (SAS LINE U.O.N. 1/2" CL05EP CELL RUBBER FIRE RETARDANT INSULATION. SINK MOUNTED CONNECTIONS BY T.G.G. 00 le). ANY DEVIATIONS FROF-`! SPECIFIED PLUMBING FIXTURES AND 5-1 SINK PAKOR - PART #q55.&q0I; WITH SUPPLY STOP5, DRAIN, P-TRAP REFER TO NOTE #1 CID CONDENSATE DRAIN :211 1-1/2" 5/4" 3/4 1 A A/SPEAKHAN FAUCET E70-5811 A5SE-1001 WITH VACUUM BREAKER < TRIM IN FIXTURE SCHEDULE SHALL BE APPROVED PRIOR TO 5UBM17TAL FROM THE I-CI'5 PROJECT MANAGER. AND HOSE BIBB CONNECTION HOT WATER LINES Z --A Ict. ALL INDIRECT WASTE LINES SHALL HAVE A MINIMUM OF 2" NCO WALL CLEANOUT _rJO5AM 55-110; STAINLESS STEEL ROUND rO',-rzR PLATE FURN. BY T.G.C. COLD NATER LINES %m VERTICAL AIR GAP AT FLOOR SINK, DRAIN OR HUB. INSTALLED BY r.S.C.. 511 - - - I ( SANITARY LINES \"---FLOOR SINK - SEE FLOOR SINKS, DRAINC, OR HUBS 5HALL EXTEND A MINIMUM CONNECTIONS BY T.6.0. PLUMBING DWGS FOR I" ABOVE FINISHED FLOOR WHEN SERVING INDIRECT DRAINS, VENT LINES SPEC roo FLOOR ,'SLEANOUT J05AM 560-70; WITH NIrALOY TOP FURN. BY T.G.G. 511 211 20.VACUUM BREAKERS SHALL BE INSTALLED ON ALL HOSE INSTALLED BY T.G.G. FLOOR DRAIN 51555 AND HYDRANTS. VACUUM BREAKERS/BACK FrLON CONNECTIONS BY T.G.G. DOME STRAINER PREVENTORS 70 BE INSTALLED AT ANY POINT WHERE WALL CLEAN OUT STANDARD THERE 15 DANGER OF THE NON POTABLE NATER 5Y5TEM FC, FLOOR SINK JOSAM 4CI034A5-3; 4"; WITH HALF GRATE FURN. BY T.G.C. INSTALLATION COMING IN e.',ONTA(,T WITH THE PORTABLE WATER SYS-EM OR ANY INSTALLED BY T.G.C. 511 :211 DANGER OF BACK FLON, COORDINATE WITH LOCAL IN5PFC.TOR. C.,ONNE-OTION5 BY T.G.G. 1 01 PIPE TURN UP 21. ALL PLUMBING WORK SHALL BE COORDINATED WITH OTHER Fm FLOOR DR-AIN SMITH 2005 GENERAL SERVICE FLOOR DRAIN, 0A.ST IRON FURN. BY T.G.C. c I PIPE TURN DOWN PROJECT CONTRACTORS BEFORE INSTALLATION. BODY WITH FLASHING COLLAR, AP.IUSTABLE STRAINER, TRAP PRIMER (INSTALLED BY T.G.G. 311 1-1/21, 1 - - 'S7) 1 N L- ) E__ TA I 22. USE TYPE "K" SOFT DRAWN COPPER IREN UNDER SLAB. CONNECTION, VANDAL PROOF SC5, AND SQUARE TOP STRAINER. CONNECTIONS FAY T.O.C. CALL VALVE F L 00 R 25. ALL NATER DISTRIBUTION FIFE ABOVE GROUND SHALL BE NOTES: III UNION SCALE! NONE COPPER OR COPPER ALLOY TUBING. I. SINK a-I PROVIDED BY PICTURE PEOPLE, THE CONTRACTOR SHALL PROVIDE ALL OTHER ACCESSORIES INCLUDING WALL MOUNTED FAUCET AND THROUGH THE WALL STOPS own CONSULTANTS REVISIONS DATF SHEET ITLE 1/05/0 PLUMBIN N 1� TLE I L��4 1� 188 North Holliston Ave. Suite 103 DON PENN Pasadena, California 91106 p CONSULTING ENGINEER Phone.- 626.449.1990 3950 HIGHWAY 360, SUITE 101 WASHINGTON SQUARE MALL d GRAPEVINE, TEXAS 78051 Fax: 626.449.1935 817-410-2858 FAX 817-251-8411 Washington• 9585 S.W. WASHINGTON SQ. RD. BUP2004-000`15qlon So. Rd. M2-A. 9653 vi a 0 s h m a .5 t u d Q 1 n c • 27 of 33 v -- --- ------ -- — --- PORTLAND, OR 97223 JOB NO. FLE MJMBM 2335 2335.dwg cli ---------- NOTICE: IF THE PRINT OR TYPE ON ANY 11111111111114 IMAGE IS NOT AS CLEAR AS THIS NOTICE, L4 11 J_ � p I j-- d, L j IT IS DUE TO THE QUALITY OF THE No.36 ORIGINAL DOCUMENT 6 1 L� I t clIJM 0 1 JILLI L 1111114111 IAv IL : ELECTRICAL CONTRACTOR TO -- PROVIDE AND INSTALL ALL POWER AND SIGNAL WIRINGONNECTING CONTROL WIRING; CONTACTORS AND CONDUIT FOR HVAC UNITS AS REQUIRED. SEE NUMBAE'RED NOTES MECHANICAL- DRAWINGS FOR ADDITIONAL INFORMATION. I - - - I -- - ----- _.. -- - —.-__.J I-- OI ELECTRICAL PANELS AND EQUIPMENT O2 TENANT'S ELECTRICAL CONTRAC 7OR SHALL FURNISH AND INSTALL A NEW PHONE BACKBOARD. 5ACK$0ARD ariALL BE 12"44"x%" PLYWOOD PAINTED WITH WHITE FIRE RETARDANT PAINT (TWO GOAT°, BOTH SIDES). TOP OF BOARD SHALL BE 60" A.F.F. PROVIDE POWER AND DATA PROVIDE SURFACE MOUNTED FLOOR BOXES FOR POWER AND DATA/TELEPHONE. ) I � OUTLETS FOR LARGE PLASMA O SCREEN. FIELD VERIFY EXACT CONNECT TO PRE-WIRED CASE MOUNTED OUTLETS. FIELD VERIFY EXACT REQ'MTS. ! I MOUNTING LOCATION AND WITH CASEWORK SUPPLIER PRIOR TO ROUGH-IN OF ELECTRICAL. B REQUIREMENTS PRIOR TO O ELECTRIC WATER HEATER PLATFORM MOUNTED ABOVE RESTROOM. ROUGH-IN OF ELECTRICAL VERIFY HEIGHT WITH OWNER FILM PROCESSOR OUTLET. PROVIDE HUBBELL " H51-2420, 3 POLE/ 4 WiRE / 20A- O 3 PHASE 250 VAC NEMA " L15-20R TWIST-LOCK RECEPTACLE WITH MATCHING q I 1 !� !' I +75' —PROVIDE FLUSH MOUNTED PLUG, HUBBELL 0 HBL2421, 3 POLE / 4 WIRE. / 20A-3 PHASE 250 VAC NEMA "L1520P. l I 13 1�I i �{ I' \ i PROVIDE 12 FT. CORD 600V CARO! 12/4 g0 C UL WATER RESISTANT SOW CSA INAL 2m �( 1 SNOW WINDOW RECEPTACLE ------ i (-40C) FT-2P-7K-1230033-MSHA. ,� ` . O ��a"C. WITH PULLSTRING �OA� TT�3 IN CEILING ABOVE. TYPIC 5TU55ED ABOVE ACCESS` i I �� FOR FOUR .CEILING r \ CEILING 1 3/4"C. WITH PULLSTRING g 9 3f� "MP NF/DISCONNECT LOCATED AT VAV BOX. B _ ; STUBBED ABOVE ACCESS. PROVIDE POWER AND DATA 13 F,_ OUTLETS FLUSH MOUNTED 2O 12 � I I ,, GE IL Ii`lG I IN BASE OF PLASMA SCREEN T.V. 1 GFI O 42" A.F.F. PROVIDE SMOKE DUCT DETECTOR AND ALARM INDICATING LIGHT. CCrINEGT TO �11. I "x q ;i FIELD VERIFY EXACT LOCATION O BUILDING FIRE ALARM MONITORING SYSTEM OR AS REQUIRED. FIELD VERIFY ,.� _- � � \ 8 1 Q�1� I� I AND CONNECTION REQ'MTS. EXACT CONNECTION REQUIREMENTS. FLUSH MOUNT ALARM INDICATING LIGHT IN / CEILING BELOW DETECTOR, COORDINATE WITH MALL REPRESENTATIVE. B Ila,PROVIDE 120V-24V LOW `✓OLTAGE LIGHTING TRANSFORMER MOUNTED IN CABINET 29 I I ,�: -,�� -� O � 8 A QUI ANO CONNECT TO RECESSED IN FLOOR AND CASE MOUNTED -- OVID OUTLET FOR I m'. � �t 9 (D'0 I O BELOW S REQUIRED O i �- PR E B i l I�1 VAV-1 B_ LED LIGHT FIXTURES. COORDINATE EXACT LOCATION AND REQUIREMENTS IN FIELD — - WITH CABINET INSTALLER . NAND DRYER FIELD VERIFY EXACT LOCATION. 17 3 +Eta" � O � � 2 . WITH ABOVE A GESS PROVIDE OUTLET, DISCONNECT AND CONNECTION TO VERTICALLY MOUNTED IN - tom' "FORDATA I STUBBED O CASEWORK FLUORESCENT LIGHTING. FIELD VERIFY EXACT CONDITIONS AND I -_ ' I \ B CEILING REQUIREMENTS WITH CABINET INSTALLER . 41 1"C TO "TTS"� 3i4"C. WITH PULLSTRING STUBBED .ABOVE ACCESS. O3 � (3) I � I' WITH PULLSTRING i CEILING (1) 1"C FOR POWER (811 j STUBBED ABOVE ACCESS i. I B B .' l TO SERVER CEILING PROVIDE J-BOXES FOR ❑ I j, -- - ---- -- - f 7 I POWErhd AND SIGNAL __ ._�.� ! _ ' _ I • SCRCOMEEN o - \ PROviVE TWIST i_. SCREEN MONITORS AND � 16i 8 B 1 1 RECEPTACLE FOR+\ /" SOUND SYSTEM. VERIFY 7 -/ I - . B LOCATION PRIOR TO �`�__ - - 6 � � � � r �I 5 CORE DRILL AS REQUIRED FOR GENERAL NOTES SERVER —� - tt _ _ iJ ` � � O �I -1 � ELECTRICAL CONDUIT, l i - - I 33,35 3ROUGH-IN I ET p,® C COORDIN,4TE WITH LANDLORD 3/4''C WITH PULLSTR NG 1. TENANT ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING 2OA-3PH -STUBBED ABOVE ACCESS. Via. VAV-2 REPRESENTATIVE. FOR WORK BY OTHER TRADES UNDER THIS CONTRACT. AFTER WORK IS COMPLETE, /�-� CEILING, TYPICAL PROVIDE DEDICATED RECEPTACLE CONTRACTOR SHALL REMOVE ALL DEVICES, CONDUIT, CONDUCTORS, LIGHTING FIXTURES, O -� � B 3/4"C, WITH PULLStRING FOR BACKDROP MOTOR AND _ PROVIDE POWER AND DATA ETC. U5Er FOR TEMPORARY. 21 STUBBFD ABOVE ACCESS. OUTLETS FLUSH MOUNTED _-Yf�� . � PROVIDED �NDIV!DUAL HOMEF?UN j ! CEILING IN BASE OF PLASMA TV STANDS. 2. ENTIRE INSTALLATION SHALL. BE MADE IN STRICT ACCORDANCE WITH THE LANDLORD'S FOR EACH MOTOR . FOR REQUIREMENTS. REFER TO TENANTS HANDBOOK COMPLY WITH ALL APPLICABLE ! FOUR LOCATIONS. REFER TO FIELD VERIFY EXACT LOCATIONS S. SECURE AND PAY FOR ALL REQUIRED PERMITS. DETAIL 5/E3.1 AND REQUIREMENTS PRIOR TO CODE E f B � --" ROUGH-IN OF ELECTRICAL, TYPICAL 3. VERIFY ✓OLTAGE CHARACTERISTICS OF THE EXISTING SERVICE AT THE SITE. CONTACT B B I 9 +t� '` \ 27 J LANDLORD TO DETERMINE THE SCOPE OF PROVIDING A NEW SERVICE TO SPACE, IF REQUIRED. IF A NEW SERVICE IS REQUIRED, IT SHALL BE PART OF THE ELECTRICAL 42 40 1 I I f CONTRACT. R R B ,) 4. THE CLIENT SHALL FUR,!ISH ALL TRACK, END FEEDS, CONNECTORS, CORNERS, TRACK ) \ i 15 p ''A''. 41✓d \ FIXTURES, LAMPS, ETC. ASSOCIATED WITH LUMINAIRE TY, ETHE TENANTS +t2" +ao" i ! / I ( I B ELECTRICAL CONTRACTOR SHALL. INSTALL ALL COMPONENTS AND LAMPS TO PROVIDE rl; 4 _ i _\ A COMPLETE TRACK LIGHTING SYSTEM. ANY MISCELLANEOUS ITEMS NECESSARY FOR HANG!`IG OR SUPPORTING 7r4E TRACK SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR 5. CONDUIT HANGERS, CLAMPS, LIGHT FIXTURES, SUPPORTS, ETC., SHALL BE FASTENED TO PROVIDE GFCI QUAD- RECEPTACLE FOR UNDER � I I � � � _ B JOISTS OR BEAMS ONLY. p0 NOT SUPPORT FROM METAL DECKING OR MECHANICAL RECEPTACLE. LOCATED COUNTER RERIG`cRATOR _ i g ,� 36�� DUCTWORK TENANT'S ELECTRICAL CONTRACTOR SHALL REPAIR ANY FIREPROOFING UNDER SINK FOR SILVER 25 A DISTURBED BY ATTACHMENTS TO THE STRUCTURE. RECOVERY UNIT AND ) DRAINMATE. b. COORDINATE ALL WORK WITH OTHER TRADES. VERIFY CEILING HEIGHTS AND TYPE, CASEWORK INSTALLATION, SIGN LOCATION, ETC., WITH ARCHITECTURAL PLANS AND . DETAILS FOR RELATED WORK I 3/4"G. WITH PULLSTRING ! 1. SECURITY ALARMAND TELEFH �!?OSYSTEMS SHALL BE INSTALLED BY THE TENANT I I STUBBED ABOVE ACCESS. CEILING AFTER FIXTURE INSTALLATION. -*ONDUIT (WHERE REQUIRED BY LOCAL CODE), BOXES AND PULL WIRES TO BE PROVIDED BY T�4E ELECTRICAL CONTRACTOR_ COORDINATE WITH SECURITY AND TELEPHONE SYSTEMS INSTALLER AT JOBSITE. I � PROVIDE POWER ,+SND DATA OUTLETS FOR KID KAY AREA. 8, REFER TO MECHANICAL DRAWINGS FOR EXACT HVAC EQUIPMENT LOCATIONS AND I I FIELD VERIFY EXAC:T LOCATION SPECIFICATIONS. VERIFY EQUIPMENT WIRE SIZE, CONDUIT SIZES, CIRCUIT BREAKER ANDND REQUIREMENTS PRIOR TO DISCONNECT SIZES WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN OF , I OUGH-IN OF ELECTRICAL ELECTRICAL. I I S. ALL CONNECTIONS TO HVAC EQUIPMENT SHALL BE MADE WITH COPPER CONDUCTORS ONLY. 61ZE CONDUCTORS PER UNIT NAMEPLATE SPECIFICATIONS. VERIFY PRIOR TO INSTALLATION OF GONDUGTci28. 10. ALL DISCONNECT SWITCHES st4A!.L BE FUSIBLE, SIZE AS REQUIRED. ALL HVAC UNITS N (,^)TE TO CONTRACTOR SHALL BE FUSED PER EQUIPMENT NAMEPLATE SPEC!Fl(..ATIONS. ELECTRICAL -- - CONTRACTOR SHALL VERA-'T' DISCONNECT AND FUSE SIZING WITH MECHANICAL THE CONTRACTOR SHALL THOROUGHLY REVIEW THESE_ \� _ CONTRACTOR PRiOR TO ORDERING MATERIALS, ELEC'i RICAL CONSTRUCTION DOCUMENTS PRIOR t0 11. ,ALL FL!eiE5 F--OR THIS PROJECT SHALL. BE BUSSMAN CLASS RK5 DUAL ELEMENT CURRENT TPPREPARINGC CONTRACTOR A BID FOR THE ELECTRICAL WORK SHOWN. LIMITING WITH AMPERAGES AS INDICATED OR REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR �iELU VERIFICATION OF EX15TING ELECTRICAL SERVICE.. AND � I (� I I I /� (� 12. REFER TO MECHANICAL DRAWINGS FOR CONTROL WIRING. ELECTRICAL. CONTRACTOR CONNECTION REQUIREMENTS. THE CONTRACTOR SHALL �~ POWER A I V D S I G �d A L PLAN- SHALL L- A I V SHALL PROVIDE CONDUIT FOR CONTROL WIRING AS REQUIRED, COORDINATE WITH NOTIFY THE ANCI:EER IMMEDIATELY OF ANY CONFLICTS M GHANIGA CONTR�GTOR AT JOBSITE. OR DISCREPANCIES FOUND PRIOR TO BID. BY SUBMIttI�NG �- E L A BID FOR THE ELECTRICAL WORK THE CONTRACTOR I� E1.1 SCALE: iia" = 1'-0" Fi;_LD VERIFICATION OF 13. FIRE SEAL ALL FIRE WALL PENETRATIONS FOR GG NDUITS WITH AN APPROVED FIRE AFFIRMING THAT tH1- REQUIRE''EXISTING CONDITIONS HAS BEEN COMPLETED AND SEALANT AFTER CONDUIT INSTALLATION. FIRE SEAL SHALL PROVIDE EQUAL FIRE RATING ASSUMES FULL RESPONSIBILITY FOR CONFLICTS FOUND R AS WALL.. AFTER THE AWARD OF 'i HE ELECTRICAL CONTRACT. NO ADDITIONAL COMPENSATION WILL BE CONSIDERED FOR 14. 20A, 120V RECEPTACLE AND LIGHTING CIRCUIT CONDUCTORS OVER -15 FT. LONG SHALL ! CONFLICTS AND/OR D15CREPAN..IES FOUND TO Ey 1ST BE " 10 AWG CONDUCTORS IN LIEU OF " 12 AWG. AFTER THE AWARD OF THE ELECTRICAL CONTRACT 15. MOUNT ALL FIXTURE JUNCTION BOXES ABOVE ACCESSIBLE CEILING WHEN APPLICABLE. �WPIER C^'VSULTANTb REVISIONS -— DATE • SHEET TITLE 110510a POWER AND SI S 188 North Holliston Ave. Suite 103 coo �� Pasadena, California 91106 DON PENN - Phone. 626.449.1990 WASHINGTON SQUARE MALL S 1 �c . CONSULTING ENGINEER A 3950 HIGHWAY 360, SUITE 101 �w Fax: 626.449.1935 'ti•�Ok GRAPEVINE TEXAS 75051 ..� p _ 9585 S.W. WASHINGTON SQ. RD. Washington Sa. Rd. Mt-A.9653 B11P2004-00015 Lo � �'.,�<�, !Q�. 817-410-2858 FAX 817-251-8411 28 of 33 9 O s h i m a S t u d 1 o I n c JOB NO. PORTLAND, OR 97223 FILE WrMM CN V o I F, 3.?_.. �. __�- 0 2335 -------------_ .. ---- -- ------ _- - 2335.dwg - NOTICE: IF THE PRINT OR TYPE ON ANY I1 IlI II I Ii I1I IIIIII I I I I�I II i I l l I i l I l�l Il I I I I I IIIIIIII II I I I I I I I-V-I I I I 1I I-I-II--II_I IIII-II6II IIIIIII II I I I I��I IIIIIII IIIIIIII Il IIIIIII Il I l l l l Il l I l l i l l Il l l l l l l IIII III II I I I I I I 11_1 1111 1 1111 I J. IMAGE SNOT AS CLEAR AS THIS NOTIGE 'fan IT IS DUE TO THE QUALITY OF THE No.36 I 1111 f 9(I I IIIIiIIIII, IIII�IIIIII I� Il�lllllllllll�llllll'��ilIlllll 1111l11 I II�IIII11IIIII�I IG� Z II�,II I I II(IIIIIIIIIIfIIIII III�IIIIII�Iill1llllllllll�lll�l,VIIfII,II1ddLililllllllllllll!IIIIII�I III I llllllLllllll►1j111.11�ililili11ll11ll1�11'tll1111�111£1111111�1ll7,�IL� �ORIGINAL DOCUMENT �81241( 1II7I�YIUI�MI I IIIIIII III IIII I III I II IIII II 120 V. GIRGUIT EXHAUST FAN ON ROOF--� T cl T T E SPDT RELAYS WITH 120 V. CONTACTS AND 2-11 V. GOILS LIGHT LIGHT 2-71 V. 2-1� V. �cAL GIRGUIT CIRCUIT30 O B - ►I F1 A EXHAUST FANS AND LIGHTS ON SEPARATE 2 RUNS J12CIRCUITS — DIFFERENT VOLTAGEc ---OQ D1 NO SCALE ----- ---- ---- - - -- i F - - --- I4- - -- - h f --- G I 10 L� - - - I EM REFER TO DETAIL I/E3.1 __-_- 5._. FOR LIGHTING CONTROL PROVIDE ENGRAVED PHENOLIC �<c U 0 NAMEPLATE RED WITH WHITE - . B_; LETTERS. I FONIPC 4 rS8 t COVE AND CASE LIGHTING "s" XX _ _ YP DISPLAY SALES LIGHTS "b" - TV OCAT ON 1 FOR (3) UMBRELLA LIGHTS "c" I - F L GENERAL 1_IGHT5 "d" c STOCK L IG�HTS "e' ( 0 12 - -- 12 NL o OX K (00 SOFFIT f (RED) I • ___-- r 2 SOFFIT ,g„ (BLUE) I - - --- - I LIG FIXT ---- - - o I � ► � B it T �� 15 DI �s> P 4 1311 0 MAST ITCH STATION EM F F _- ER SW EM �I of (4) - o C I FINISH FLOOR- I a 0 �2�.._ MASTER ` TITCH ? ETTAIT - ti - -T- ----1.2 NO I� 2 I o 0 E O SCALE - - -- I---= - - - --J. ---- LIGHTING NUMBERED NOTES- A D CONTRACTOR t0 PROVIDE AND IN, MOTION DETECTOR SWITCH, - (WATT-STOPPER " W5-120) MOUNTED AT +44" AFF. TO CENTERLINE PROVFIXTURE_SCHEDULE OMOUNTED IONDE TALL FOUR SIDES. SEE T AND NA..RH'L PLANS FOR TO FLUORESCENT TELEVATIONS.GHT 5 COORDINATE EXACT LENGTHS, MOUNTING, AND CONNECTION REQ'MTS. SYMBOL TAG DESCRIPTION — MANUFACTURER _ VOLTS LAMPS VA _- REMARKS QUANTITY i PRIOR TO ROUGH-IN OF ELECTRICAL . POLE MOUNTED ADJUSTABLE O TO SOUND SYSTEM J-BOX IN 5TOCKROOM. TIMES SQUARE PROVIDE COIL A INCANDESCENT MONO-POINT 120 I-15PAR30/H/FL35 15 26 EA. i , ACCENT LIGHT " C4M CORD AND CAP -- -- — - - - O PROVIDE FLUSH CEILING MOUNTED RECEPTACLE AND CONNECT ' CO'✓E MOUNTED, FIELD ELECTRIX ILLUMINATION TO POLE MOUNTED MONO-POINT ADJUSTABLE LUMINAIRE. TYPICAL B CURVABLE, INDIRECT " MX25-FM-•-E-36 120 1-F2&DBX/5PX21/4P 2H 3l0'-6' OF CASA-!WRAP AREA ONLY. FLUORESCENT FIXTURE A RECESSED METAL HALIDE LIGHTOLIER _ O5 PROVIDE RECEPTACLE FOR CONNECTION OF CASE MOUNTED LIGHTING, T C DOWNLIGHT WITH 5PECULAR « DL&A-CLW w/ DL&A-10HC 21"1 1-GDMP35/G/U/`M 10 11 EA. _ ✓_ — _ ALZAK CONE - — _. _ TRAFSTRAIGHT ELIGHTING -RUNS ONLY. REFER TO DETAIL 3/E3.1. TYPICAL OF - -- - SURFACE MOUNTED, LOU) BARTGO 1-FH 28W/60 (FLED) D PROFILE, 2-CIRCUIT FLUOR 120 63 PROVIDE WITH TBD. STRIPLIGHT W/ASSYM. REFL. " BFL282-28/ASY1.1/• I-FH 2801/Co1 (BLUE) 2 BALLASTS SURFACE MOUNTED, LOW PROVIDE OUTLET AND CONNECT TO CURvABLE LINEAR FLUORESCENT �— D1 PROFILE, 2-CIRCUIT FLUOR BARTGO 211 I-FH 28W/60 (RED) 63 PROVIDE WITH TBD — O CC:VE LIGHT SYSTEM. PROVIDE ADDITIONAL CONNECTIONS AS REQUIRED. ` BFL252-28 I-FH 28W/61 (BLUE) 2 BALLASTS STRIPLIGHT PROVIDE OUTLET AND CONNECTION TO BLADE SIGNAGE. FIELD VERIFY' 1 - -- - ^— - OEXACT LOCATION AND MOUNTING HEIGHT PRIOR TO ROUGH-IN OF 2 FT x 4 Ft, 3-LAMP LIGHTOLIER � — G H TI I V C PLA N e F FLUORESCENT w/ ACRYLIC « 211 3-F32T8/SPX30 93 4 EA. 1 _-_-_ LIGHTING GENERAL_ NOTES ELECTRICAL . SP52GFSV-A332.03 LENS E 1.2 SCALE: I,4" 1'-0" SAME A5 ABOVE EXCEPT LIGHTOLIER I. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LIGHT FIXTURE O INSTALL G.C. PROVIDE CEILING SPEAKER . PROVIDE (2) '%" CONDUIT WITH F1 2-LAMP 2 FT x 2 FT SP52 SERIES 21.1 2-F32T&U/SPX30 63 2 EA. 0 " 16 All's SPEAKER WIRE, PER SPEAKER, ROUTED ABOVE CEILING TO LOGA1 IONS. (DO NOT SCALE FROM THESE DRAWINGS.) TO STEREO SYSTEM OUTLET BOX IN MANAGERS AREA OF STOCKROOM. y' SURFACE MOUNTED, LOU) - - PLEASE N071FY ARCHITECT OF ANY CONFLICTIONS IMMEDIATELY. SEE POWER AND SIGNAL PLAN FOR LOCATION OF OUTLET BOX . --v -I L PROFILE, UNDER-CABINET LITHONIA 211 1-25WT8 32 1 EA. 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SOUND SYSTEM • 2UC-32-25-120-HPF-SWR i PROVIDE OUTLET WITH DISCONNECT IN ACCESSIBLE LOCATION FOR FLUORESCENT LIGHT SPEAKER WIRING IN.STA_LED IN CONDUIT (WHERE REQUIRED BY LOCAL 10 TENANT SIGNAGE AT STOREFRONT PER N.E.C. REQUIREMENTS. FIXTURE 70 BE CODE.) FROM SOUND EQUIPMENT AT MANAGERS DESK TO CEILING CEILING MOUNTED, EDGE LIT, 7-B D. 211 L.E.D. 4 UN5WITCNED 2 EA. ePEAKERS IN SALES AREA. COORDINATE WITH SOUND 0,YSTEM INSTALLER � ® X LED EXIT SIGN " AT JG�BSI?E. PROVIDE FLUSH MOUNTED ISO-GROUND R.EGEPTACLE FOR CAMERA STOGKRM ONLY I1 UMBRELLA LIGHTING. OUTLET AND FACEPLATE TO MATCH CEILING LED EXIT AND FIXTURE TO BE COLOR. FIELD VERIFY REQUIREMENTS PRIOR TO ORDERING. XE EMERGENCY LIGHT WITH «'LITE 21-1 INCLUDED 4 UNSWITCHED 1 EA. 3. ALL EMERGENCY LIGHTS SHALL BE UNSWITCHED. CJ BATTERY BACK-UP LPX10-RW-DH _ SALES FLF2 ONLY - — -- 4. 20A., 120V. RECEPTACLE AND LIGHTING CIRCUIT CONDUCTORS OVER 15 FT, 12 ALL NIGI-!T LiGi ITS SHALL BE ON UNSWITCHED LEG. RECESSED IN CLG EMERG CONGEALITE !� RECESSED IN LONG SHALL BE 010 AWS. CONL- 'JCTORS IN LIEU OF 012 AWG. 8 EM LIGHT w/ RETRACTABLE « F5-20-2 211 w/ FIXTURE 4 CEILING AND 3 EA LAMPS 4 BATTERY SACK-UP _ _ —� _- UNSWITCHED_ -T -_ 5 ALL FIXTURES AND LAMPS ARE PROVIDED BY TENANT AND ASSEMr�LED 1 NGTES:. P_�1' ELECTRICAL CONTRACTOR . - -^ 1. THE ELECTRICAL CONTRACTOR SHALL ASSEMBLE AND INSTALL ALL OWNER FURNISHED LIGHT FIXTURES INCLUDING LAMP INSTALLATION. 6. ELECTRICAL CONTRACTOR TO PROVIDE ALL NECE55ARY ARMS, BARS "EMT" AND "C" CHANNEL AS REQUIRED. ' 01MNER COhISlJLTAWTS REVISIpI'!S _-__.._-- _ - - --__---- _- ---------___—__-- _ ---- -------------._�.__ - __. - _---._. .-_ _.-__. -___- DATE -- ..__ ---- _------__ _ ___---- ____-.__ - _ - -_-_- __ ... ._ - SHEET TITLE 1105/04 LIGHTING PLANS 188 North Holliston Ave. Suite 103 Pasadena, California 91106 , DON PENN CONSULTING ENGINEER A Phone- 626.449.1990 WASHINGTON SQUARE MALL 3950 HIGHWAY 360, SUITE 101 �' .•* GRAPEVINE, TEXAS 76051 Fax: 626.449.1935 �� Cl R17-410-2858 FAX 817-251-8411 '.fes 9585 S.W. WASHINGTON SQ. R[* a1 WashinBUP20 -0 M2-A, 9653 ' C � w�O� BUP2004-00015 '' L Ip r,l /� • • Exp: DEC 3 � �R (1 O S h � m f� S t u d � � � � n c 29 of 33 M N0. PORTLAND, OR 9 223 IU NNOM ----- -. 2335 2335.dwg r NOTICE- IF THE PRINT OR TYPE ON ANY T I I I I I I I _I-.I I�I III Iltnll ►I► .r�.1...T. 1�1 I�r�1�5 r i 1�1 llt III III I�I I�I I�5 t I, III III III 1�1 I�I Ill III'III I�I III 111 I'I III III I�tIIII ill III ► �IIIII }' + IMAGE IS NOTA CLEAR AS THIS r l r l i i i l l l l l i i i(I 1I1 I 1 3I I 4 l J 1 6 I I /l I I 8� I I I ��I I I 111 I ! 12h S S � _ --- 1 --- --- l ---- -- . L _ - - _�__------- --� -- � _.._ --1 ----- -Wil__- �� -------1-------- _ _L_----- ----I ' ��- J )005 1T IS DUE TO THE QUALITY OF THE .�.•_. ORIGINAL DOCUMENT E 6 Z E�Z G Z 8 Z 9 Z 6 Z I E Z Z ti, ZS BiI G T 9 T 4 I 6 Z E'i Z T I I i 6 rTLi ii ��i i��lll► iIii�iliillliiii1lii►I�i iiliii►�11111 i11 I�►Ilii��1111 ► illi111 il►it►ill�iiilll►I►Illll�ii►�iiliiil 111 111111 Illilllll �u[lll�lllli►I► li►►Ii��i►I�I Illllllll[lll��llll IILIIIIIIIII II�lI11L111� ILl uu�ii�l�ll! �►I� f - I GENERAL NOTES PANEL SCHEDULE -- PANEL 'A' (22,000 A.I.C.) PANEL SCHEDULE - PANEL 'B' SYMBOL LEGEND _ I. ALL THE ELECTRICAL SERVICE SHOWN ON THE ONE LINE DIAGRAM IS THE -- TENANT ELECTRICAL CONTRACTORS RESPONSIBILITY. RESPONSIBILITY NOTES: r _j TRIP TOTAL TOTAL TRIPF�C_ljl NOTES: NOTES: � TRIP TOTAL TOTAL TRIP r NOTES: __-_-- DESCRIPTION 0 DESCRIPTION- _____ -__-- DESCRIPTION 0 0 DESCRIPTIONINC.LUDEh COORDINATION WI?H THE LOCAL SERVING POWER COMPANY. AMPS WATTS A B C WATTS AMPS _ _ AMPS WATTS AB C WATTS AMPS Q ____ L'� FLUORESCENT LIGHT FIXTURE SUBAGE MOUNTED 2. CIRCPIT BREAKER TYPE PANELBOARDS WITH BOLT-ON TYPE CIRCUIT '- SPARE - ^_ 1 20- 1 2 9843 60 3 X--FORMER- - � WIN - T �- i � TRACK LIGHTING - SURFACE MOUNTED SHOW JV N RECEPTACLES 1 20 720 1 2 17.00 20 1 STORE FRONT SIGN BREAKERS WITH ADEQUATE INTERRUPTiNG CAPACITY SHALL BE © ( __ INCANDESCENT LIGHT FIXTURE - PENDANT MOUNTED INSTALLED_ - COVE LIGHTING 1 20 1036 3 4 9955 X-FORMER _ -- IC�_I PLASMA SCREEN 1 20 L 600 3 4 400 20 1 BLADE SIGN - ��+"' 3. THE GROUNDING SYSTEM WITHIN THE PREMISE SMALL BE CONTINUOUS FROM ❑ T COVE LIGHTING - 1 20 1036 5 6 9697 X-FORMER - MULTI PLASMA SCREENS 1 20 1000 5 6 112 20 1 ST FRONT LIGHTS f FLUORESCENT STRIP LIGHT - SURFACE MOUNTED UNO THE SY5TEM GROUND iN THE METER ROOM. THE SECONDARY OF THE -- - _ -- - -- *- 1 ! INCANDESCENT / FLUORESCENT LICsHT FIXTURE - RECESSED TENANT TRANSFORMERS SHALL GROUNDED IN ACCORDANCE WITH N-E.C. SPARE 1 2p 7 8 1166 20 3 VAV--1 V CASH RECEPTACLES 1 20 900- 7 8 112 20 1 ST FRONT LIGHTS (� INCANDESCENT LIGHT FI, .rURE - 5URFAC;'E MOUNTED 4. ALL WIRING METHODS SHALL BE IN ACCORDANCE WITH LOCAL AND SPARE 1 20 9 - 10 1166 VAV-1 - CASH RECEPTACLES 1 20 720 9 10 750 20 1 UMBRELLA LIGHTS ❑ - NATIONAL_ CODES. ALL POWER WIRE IN THE PREMISE SHALL BE INSTALLED ❑ STOCK/TOILET LIGHTS 1 2.0 593 11 12 1166 I- VAV-1 - CASK PLASMA SCREENS 1 20 800 11 12 20 1 SPARE I CH INCANDESCENT LIGHT FIXTURE - WALL MOUNTED IN CONDUIT. CONDUCTOR INSULATION SHALL BE THW, THHN, OR THWN. NO ROMEX WIRES ARE ALLOWED. LOW VOLTAGE CABLES MAY BE INSTAL-LED EWH 1 20 3000 13 - 14 1166 V * - - ( EXIT LIGHT - CEILING MOUNTED WITH EMERGENCY LIGHTS 2.0 3 VAV--2 ❑ C❑ PLASMA SCREEN 1 20 360 13 - 14 1000 20 1 UMBRELLA LIGHTS WITHOUT CONDUIT WHERE PERMITTED BY LOCAL CODE AND INSPECTION �l - - - --- -- - - - - 0 EXIT LIGHT - WALL MOUNTED WITH ARROWS AS SHOWN AGENCIES. U GENERAL LIGHTING 1 20 1410 15 16 1166 VAV-2 GEN RECEPTACLES 1 20 540 15 16 825 20 1 SALES LIGHTING 5. ALL ELECTRICAL MATERIALS SHALL BE NEW AND SHALL BE NATIONAL SPARE 1 20 17 18 1166 VAV--2 BACKDROP MOTOR 1 20 300 17 18 1000 20 1 UMBRELLA LIGHTS C - EMERGENCY LIGHTING FIXTURE - 5URFACE MOUNTED ELECTRICAL CODE 67 ANDARD UNLESS BETTER GRADE IS REQUIRED BY � - - �- - ----- � SINGLE POLE TOGGLE SWITCH, * +46' UNO LOCAL CODE, AND SHALL BEAR THE UNDERWRITER,S LABORATORIES SPARE 1 20 19 �''-0 20 1 SPARE _ _ BACKDROP MOTOR 1 20 300 19 20 1000 20 1 UMBRELLA LIGHTS ❑ LABEL. SPARE 1 20 21 22 20 1 SPARE - 20 _ 1 ' 2 TWO DOLE TOGGLE SWITCH, w +46' UNG _ MGR RECEPTACLE 1 720 2 1 20 1 SPARE 6. ALL TELEPHONE SERvICES SHALL BIF PROVIDED BY THE TENANT'S - -�- - 3 THREE-WAY TOGGLE SWITCH, * •-4(o' UNO ELECTRICAL CONTRACTOR ALL TELEPHONE CHARGES SHALL BE PAID SPARE 1t___ 20 23 24 20 1 SPARE SPARE 1 20 23 24 1125 2.O 1 SALES LIGHTING © M MOTOR RATED SINGLE POLE 6WITCH, * UNIT UNO BY THE TENANT'S ELECTRICAL CONTRACTOR DIRECTLY TO THE - -` - - > A 277/480 60 MCB BACKDROP MOTOR 1 20 300 25 26 20 1 SPARES TELEPHONE UTILITY COMPANY FURNISHING THE SERVICE. COMPLETE TOTAL WATTS PANEL - _ � VOLTS MAIN AMPS - MASTER LIGHTING CONTROL STATION CONDUIT SYSTEM, IF REQUIRED, SHALL BE PROVIDED 5Y TENANT'S BACKDROP MOTOR 1 20 300 27 2.8 936 20 1 COVE LIGHTING U ELE(;TRICAL CONTRACTOR FOR UTILITY COMPANY WITH PULL WIRES A T15,306 WITHOUT SPARES - 54 - AMPS _ 3 y POLES - - -- IMI MOTION DETECTOR INSTALLED IN ALL CONDUIT_ PHONE PANEL. 1 20 200 29 30 500 20 1 CASE I..IGHTING C B 14,86 WITHOUT SPARES ❑ -- DENOTES CIRCUITS WITH LOCK-ON DEVICES _ _--- � �� 14FIXTURE TAG: LETTER INDICATES TYPE I. WHEN SPACE ABOVE CEILING 15 INDICATED TO BE A RETURN AIR PLENUM _ SERVER RECEPTACLE 1 '20 500 31 32 30 1 SPARE d JUNCTION BOA*, 51ZE +t TYPE A'3 INDICATED OR AS REQUIRED PLENUM NONCOMBUSTIBLE CONSTRUCTION MATERIALS ARE TO BE USED ,304 DENOTES CIRCUIT ON TIME CLOCK.. - --- - �- _. ABOVE CEILING, INCLUDING EXISTING AND NEW WIRING EXCEPT INSULATION C - - WITHOUT SPARES FILM PROCESSOR 3 2.0 2067 33 34 OF 25 FLAME SPREAD AND 50 SMOKE DEVELOPMENT FINISH RATING. LOW TOTAL CONNECTED LOAD W/O SPARES LCJ - CONTACTOR _ _- 20 1 SPARE _ Q 15 OR 20 AMP 125V 3W DEDICATED DUPLEX RECEPTACLE, * +18' UNO VOLTAGE OR LIMITED POWER WIRING MAY BE LABELED PLENUM RATED, / 44,466FILM PROCESSOR 2066 35 36 200 20 1 KID PLAY AREA �a I5 OR 20 AMP 125v 3W DUPLEX RECEPTACLE, * +18' UNO -3032, ❑V - VERIFY EXISTING TYPE ALL PER OMC M - - - * FILM PROCESSOR 2067 37 38 525 20 1 SALES LIGHTING COORDINATE BREAKER SIZE (IF ANY) WITH HVAC CONTRACTOR -- -- _ - _ (1=1- 15 OR 20 AMP 125V 3111 DOUBLE DUPLEX RECEPTACLE, * +18' UNO ** PANEL SHALL CONTAIN AN ISOLATED GROUND BUSS SPARE 39 40 500 20 1 REFRIGERATOR M!l CEILING MOUNTED DUPLEX RECEPTACLE NOTE: CIRCUIT BREAKERS SHALL BE BOLT-ON NOT PLUG IN TYPE, hiAND DRYER 1 20 1500 41 42 360 20 1 RECOVERY _- _ L❑ NON-FUSED DISCONNECT SWITCH TOTAL- WATTS PANEL_ B 120/208 VOLTS MAIN 125 MCB AMPS I LN CIRCUIT BREAKER DISCONNECT SWITCH A _._8,974 WITHOUT SPARES _ 76 - AMPS 3 POLES qM FUSED DISCONNECT SWITCH, 51ZE PER UNIT LABEL B 9,074 WITHOUT SPARES L❑ ____ DENOTES CIRCUITS WITH LOCK-ON DEVICES Q, MOTOR, N.I.E.S. CONNECT AS REQUIRED, NUMBER INDICATES HP 9,343 I -- DENOTES CIRCUIT ON TIME CLOCK. 0 CONTROL EQUIPMENT', NJE.5. CONNECT AS REQUIRED C WITHOUT SPARES - TOTAL CONNECTED LOAD W/0 SPARES CONTACTOR s PANELBOARD - SEE SCHEDULE 2,393 * COORDINATE BREAKER SIZE (IF ANY) WITH HVAC CONTRACTOR X11 MAIN SWITCHBOARD OR MOTOR CONTROL CENTER, SEE ONE LIME DIAGRAM ** PANEL SHALL CONTAIN AN ISOLATED GROUND BUSS rT� DISTRI5U`1'ION TRANSFOR Ep, MOUNTING AS NOTED I TERMINAL CABINET, SIZE 4 TYPE AS NOTED NOTE: CIRCUIT BREAKERS SHALL BE BOLT-ON NOT PLUG IN TYPE. ( CEILING EXHAUST FAN D DATA OUTLE-i, 4' SQ. BOX w/ SINGLE DE OCE RING 4 PLATE * +16' UNO TELEPHONE OUTLET, 4' SQ. BOX w/ SINGLE DEVICE RING 4 PLATE * +16' UNO DUPLEX RECEPTACLE FLUSH w/ FINISHED FLOOR l CEILING MOUNTED DATA OUTLET TELEPHONE TERMINAL 50,4'n: 4' x 8' x 3/4' PLYWOOD OR AS NOTED w/ DOUBLE DUPLEX RECEPTACLE 4 1 % GND -LV- LOW VOLTAGE WIRING IN CONDUIT ---- -`-- --- _---_ -- -_-- -- -_ " CONDUIT RUN CONCEALED RlcLOW FLOOR OR FINISHED GRADE. U.N.O. IMPORTANT: IT SHALL BE THE RESPONSIBILITY OF THE T.G.G. TO VERIFY THE EXISTING ELECTRICAL SERVICE CHARACTERISTICS OF THIS - CONDUIT CONCEALED IN CEILING OR WALL, U.N.O. PROJECT AND REPORT BACK ANY DISCREPENCIES WITH THE CONTRACT - HOMERUN TO RESPECTIVE PANEL OR TERMINAL CABINET - OVERHEAD DOCUMENTS. _ - HOMERUN TO RESPECTIVE PANEL OR TERMINAL CABINET - UNDERGROUND ELECTRICAL LOAD SUMMARY PANEL RISER DIAGRAM - CONDUIT RISER _ UP CONDUIT RISER - DOWN MT EMPTY CONDUIT WITH PULLSTRlNG LOAD TYPE CONNECTED FACTOR DEMAND VOLTAGE I PH EL EMERGENCY LIGHT KW KW _ 211/480V 3 PH, 4 NL N�GHT LIGHT NEW 30 AMP N/F LIGHTING 13.9 1.25 11.4 120 1 WIRE ELECTRICAL TE N - DISCONNECT (E) EXISTING SERVICE L� AT VAV-1 RECEPTACLES 92 1.00 9.2 120 I - - - - � LL PREM. (N) NEW (R) RELOCATE SIGN LIGHTING 1.6 1.25 2.0 120 1 NEW 30 AMP N/F WATER HEATER 3.0 0.10 2.1 217 - 1 (4) " 4 GU THWN -- - - ATVAVCONj Z GT C. CONDUIT (1) 0 6 GROUND (4) 0 4 GU THWN IN 1-1/4' CONDUIT. (1) 0 6 GROUND WP WEATHERPROOF TOILET EXHAUST FAN 03 100 03 120 1 IN 1-1/4' CONDUIT. -� E -- (3) 0 10 CU THWN FAGP FIRE ALARM CONTROL PANEL MISC. (FILM PROCESSOR) 62 I.00 62 208 3 IN 1-1/4' CONDUIT. HVAC 1.0 +.25 8.15 480 3 N SMOKE DETECTOR, MOUNTING AS NOTED TC I P1 FIRE ALARM MANUAL PULLSTATION TOTALS. 41.2 45.95 KW = 55 AMPS EXISTING 100 AMP DISCONNECT - I PANEL PANEL NEW TIME CLOCK 'b'-- DUCT SMOKE DETECTOR FUSED T 10 AMPS. VERIFY - - - -- ---- ------ ---- - EXACT LOCA ION AND SIZE IN I — PIKE ALARM STRGBE UNIT, WALL MOUNTED FIELD. (H] FIRE ALARM COMBINATION HORN/STROBE UNIT, WALL MOUNTED PFB PROVIDE FOR FUTURE BREAKER EXISTING METER ------ ' 01 I . FLAG NOTE SHOWN ON SAME SHEET 1 LADIS AND GTR "38446216 C3) « 6 CU THWN - ---- - ("4) " I/O GU TH (1) " A SECTION DESIGNATION: TOP LETTER INDICATES SECTION, 6 GROUND IN 2' E--I (1) 0 6 GROUND CONDUIT. ._E1 BOTTOM LETTER/NUMBER INDICATES SHEET IN 1' CONDUIT. I /1 DET-AIL DESIGNATION: TOP NUMBER INDICATES DETAIL, E1 BOTTOM LETTER/NUMBER INDICATES SHEAT E - 45 KVA STEP DOWN TRANSFORI'1ER MECHANICAL 4 PLUMBING EQUIPMENT DESIGNATIONE3U 50.Rd.M2-A.9653 FLOOR FLOOR MOUNTED ON PLATFORM washin ..---_-_ B UP 2001-00015 _ - _- 30 of 33 "6 GROUND TO BUILDING STEEL NOTE: SYMBOLS INDICATED ABOVE MAY NOT NECESSARILY PER NEC I APPEAR AS PART OF THESE DRAWINGS IF NOT REQUIRED. OWNER CONSULTANTS REVISIONS -_-_-._-- ------------ -_ _ _____-------_r_._. _�_ -_-__ - _- DATE - � SHEET 717L.E 1105/04 SYMBOL LEGEND, 188 North Holliston Ave. Suite 103 DIAGRAM, St NOTE �( Pasadena, California 91106 A Phone: 626.449.1990 WASHINGTON SQUARE MALL DON PENN Fax: 626.449.1935 9585 S.W. WASHINGTON SQ. RD�.CONSULTING ENGINEFR/k' ,+ ► 3950 HIGHWAY 360, SUITE 11 Q QSh1m7 Studio , Inc . Kp DEC 31 ?104 GRAPEVINE, 8 PORTLAND, OR 97223 817-410-285881-251-8411 JOB N0. 7Fr S' E NUMBER �_ _- -- -- - -- -- _ ---- ---- . 2335 2335 dwg NGTICE: IF THE PRINT OR TYPE ON ANY 1IIIlli� illilll IIIIIII � III �I I I � I �IIIIIIiII 1 IITjl�rll�1_iTflr�l1111111t 1 t�lllltlll1�111 I�1I1�1(111I1 t IIIIIIll111I1I1 IITI111�111I1�I II1II(t�l�tlllt 111I1III11tl111 il11111� 111 I 1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 4 f I • __ _._6 i • I - I $ I----- 9I _ ld - 11 I - JaiL IT IS DUE TOTHE HE QUALITY OF THE No 36 .� ORIGINAL DOCUMENT (�S 8(Z NIZ ++ LI1Z ellZ 9l Z i 6f'7 £Z Z t�Z o Z + 61t B�i L�I !;t i f,T t _014- 11 t E I Z t t�t �t (8 ( je~I L 9� 4 I Z I ' Ii IlIIIII�IIIIIIIII IIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII�IIII IIIIIIIIIIIIII�IIIIIII�I�Illllilll�lllllllll�lllllllll IIIIIIIII�IIII�IIII�IIIIIIIII�IIIIILIII�IIIIIIIII�IIIII IIIIII�llllllll�ill �lll� 111 llllll llil�l�l �lllllU1,11-11-ill v, i -- - 120 VOLT CIRCUIT 1iME CLOCK, TORK #K601Z_, DIGITAL, 6 CHANNEL, 365 DAY, HOILDAY AND SEASONAL. SCHEDULING TIME CLOCK PROVIDE FIRE TREATED + - TC BLOCKING FOR ATTACHMENT FLANGE SUSPENDED CEILING SYSTEM ri -1 - — �..-r u_rrmuminrr _ - - - - - - C1) SIGNAGE CIRCUITS ILLED(132 & X34) PROVIDED BY TENANT, INSTAELECTRICALLY ENERGIZED B* GENERAL. CONTRACTOR LlN.O. MECHANICALLY HELD2 POLE CONTACTOR TRAC - _ - - - - C2 SHOW WINDOW PLASMA SCREENS —�-- ---- _ 1 CCT# (136) -- I _ - TO SHOW WINDOW "RED" (83 & 135) CLAMP ADAPTER �'� PIPE, ELBCW AND FLANGES. ELECTRICALLY ENERGIZED PROVIDED BY TENANT PROVIDED AND INSTALLED BY CCT# (B8) - - -- - - TO SHOW WINDOW "BLUE" TOGGLE LIGHT SWITCHES N.O. MECHANICALLY HELD INSTALLED BY G.G. \ GENERAL CONTRACTOR- PAINT 2 POLE CONTACTOR _---_-7 FLAT BLACK. T - a -- ---- - - -oma o COVE & CASE N.O. '�- (1328 & 1330) FIXTURE PROVIDED ELECTRICALLY ENERGIZED BY TENANT AND � BARN DOOR SHUTTERS (BY TENANT) INSTALLED BY G.G. E.C. TO INSTALL AND ADJUST To 45' IV.O. I MECHANICALLY HEI.D 2_ POLE CONTACTOR bp k o/o--- - - - -- - -- DISPLAY SALES C4 . N.O. (1316, 824 & B38) ELECTRICALLY ENERGIZED N.O. MECHANICALLY HELD 4 POLE CONTACTOR 2 TRAPEZE LIGHTING DETAIL_ _{y o - -- -- _ -_ _- _ C5 ------- CAMERA & UMBRELLAS N.O. (1310, B14, B18 & B20) ;' E31 NO SCALE ELECTRICALLY ENERGIZED - N.O. MECHANICALLY HELD 4 POLE CONTACTOR CCT #A15---- -- - d o ---- GENERAL LIGHTING N.O. T _. N.O. 277V CONTACTOR WITH T C SEQUENCE OF OPERATION 120v colt I 1 . SHOW WINDOW "RED" ON/OFF , 2. SHOW WINDOW "BLUE" ON/OFF CCT #A1 3. SIGNAGE ON/OFF (CONTACTOR Cl) STOCK LIGHTS N.O. PROVIDE NEMA 1 4. SHOW WINDOW PLASMA SCREENS ON/OFF (CONTACTOR D2) ENCLOSURE w 5. GENERAL LIGHT!NG MANUAL "ON"; TIMECLOCK "OFF" CONTINUOUS HINGE ENSURES NO LIGHTS LEFT ON IN STORE WHILE UNOCCUPIED LOCKABLE DOOR (CONTACTOR C6) CCT #A3 ----- TO SOI-FIT "RED" N.O. CCT #A5 - - ---9 TO SOFFIT "BLUE" N.O. I LIGHl- NG CONTROL DIAGRAM E31 NO SCALE 4 i 3 f C p� r i InQ� 1 Washinulon Su. Rd. M2-A,9653 BUP2004-000131 of 33 ---� ----�—----�� ' OINNE1t CONSULTANTS REVISIONS ------ -- - .___------------_.----_._-- —.--- _-- _ _ �— _-- DATE — -- - ---- - __ - - - --- ---- SHEET 11U 1105104 LCC DIAGRAM AND D S 9 188 North Holliston Ave. Suite 103 — Pasadena, California 91106 -- -- J \� DON PENN Q WASHINGTON SQUARE MALL ,� Phone: 6.6.449.1990 CONSULTING ENGINEER A 3550 HIGHWAY 360 SUITE 101 Fax: 626.449.1935 TEXAS 76051 9585 S.W. WASHINGTON SQ. RCS • GRAPEVINE, - 817-410-2PS8 FAX 817-251-0411 O $ hi m a S t u d 1 O A C LAP. - _ ,--� 1 W4 !� PORTLAND OR 97223 J178 N0. � f1l.E NUMBER 5 - -------- - - __ --- -_-- .--------- --- - 233 --- - -- __---------- — 2335.dwg `r.. W�IMWPR.�1l9�MRF '+AIIIQ.MII, A�Yd4M"MN�t�SIAYRy�l1l.�. ,, .4!t��I ...,. w NOTICE: IF THE PRINT OR TYPE ON ANY ll � � III I 11111 1 1 I I IIl I lll(fI-1pp- I I I I II Jill I I I I I I I I III I ISI IIIIII IIIIIII IIIIII IMAGE IS NOT AS CLEAR AS THIS NOTICE I! ..._,., ,.-.._... .. .:.. ,..,-.,. , J04L IT IS UE TO THE QUALITY OF THE No 36 aii: IIfgORIGINAL DOCUMENT szI ��ez��I�►�c �� Illlls ��qzII�I �� II IIII ��t1 �II� 1,11, 1117 m F C T R I C A L SPE r- ON A. THE GENERAL AND THE SUPPLEMENTARY CONDITIONS OF THE ARCHITECT SHALL BE RACEWAY (CONT.) CONSIDERED AS PART OF THE SPECIFICATION B. ALL CONDUIT TERMINATING IN OUTLrT, JUNCTION OR PULL BOX AND CABINETS MUST B. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING. BIDS SHALL. SERVE AS EVIDENCE TERMINATE WITH A LOCKNUT AND i.JSHING, EXCEPT AT EXPOSED CAST BOXES WHERE OF KNOWLEDGE OF ALL EXISTING SITE CONDITIONS. FIELD V�IRIFY THE EXISTING ELECTRICAL THEY MAY BE r)MITTED. RIGID CONDUIT SHALL bE INSTALLED WITH DOUBLE LOCKNUTS AND TELEPHONE SITE CONDITIONS. AND BUSHING. C. CONTRACTOR TO VERIFY THE INTERCONNECTION REQUIREMENTS OF EACH ELECTRICAL SYSTEM C. COUPLINGS, CONI`4'__CTORS AND FITTINGS FOR EMT SHALL BE STEEL SETSCREW. W, BETWEEN THIS SPACE AND ANY OTHER ATTACHED SPACE. THESE REQUIREMENTS ARE TO BE INCLUDED IN BID, D. FLEXIBLE METAL CONDUIT SHALL BE USED FOR CONNECTIONS TO FIXTURES AND TO MOTORS. 14. FIXTURE WHIPS MAY BE 1/2" OR 3/8" TO INDIVIDUAL FIXTURES AND ALL OTHER SHALL 11 D. CONTRACTOR SHALL INSURE THAT ANY REMAINING FIXTURES, DEVICES, ETC. THAT ARE ELECTRICALLY DOWNSTREAM 'IHAL.L NOT BE AFFECTED BY WORK IN THIS CONTRACT, BUT BE 1/2" SHALL REMAIN ENERGIZED AFTER CONSTRUCTION IS COMPLETE. E. PVC CONDUIT SHALL BE INSTALLED WITH FACTORY ELBOWS AND FITTINGS. USE ONLY APPROVED SOLVENT GLUE FOR THE CONDUIT AND FITTINGS. FIELD BENDING OF PVC MAY BE E. DURING DEMOUTION, CONTRACTOR SHALL REMOVE ALL EXISTING ELECTRICAL EQUIPMENT EXCEPT THAT WHICH IS SHOWN TO REMAIN. PERF-ORMED ONLY WITH THE CONDUIT MANUFACTURER'S "HOT BOX" APPROVED BENDERS. F. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS TO PERFORM THF ELECTRICAL WORK F. ALL CONDUCTORS MUST BE IN A RACEWAY. NO BX OR ROMEX OR ARMORED CABLE ALLOWED. AS INDICATED FOR A COMPLETE AND OPERABLE INSTALLATION. G. MC CABLE WILL BE PERMITTED FOR LIGHTING AND RECEPTACLE BRANCH CIRCUITS ABOVE G. THE ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE, WIRING, POWER, AND LAY-IN CEILINGS AND IN GYPBOARD WALLS WHERE ALLOWED BY LOCAL Ab FHORITIES. LIGHTS AS REQUIRED. TEMPORARY SERVICE SHALL MEET ALL NEC AND OSHA REQUIREMENTS CONCERNING GROUND FAULT PROTECTION. UPON COMPLETION OF PROJECT, CONTRACTOR CONDUCTORS SHALL REMOVE ALL CONDUIT, CONDUCTORS, DEVICES, ETC. ASSOCIATED WITH TEMPORARY A. ALL CONDUCTORS SHALL CONFORM TO THE CURRENT ISSUE OF THE NEC AND SHALL MEET SERVICE AND WIRING. ASTM SPECIFICATIONS H. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN AS WORK AS THE JOB PROGRESSES, AND UPON COMPLETION SHALL TURN OVER TO THE GENERAL CONTRACTOR B. MINIMUM WIRE SIZE SHALL BE NO. 12 (EXCEPT NO. 14 FOR CONTROL WIRING & NO. 22 A RECORD SET OF PRINTS SHOWING THESE CHANGES. STRANDED PLENUM RATED SPEAKER WIRE) AND SHALL BE SOFT DRAWN COPPER, SOLID WITH THWN/THHN INSULATION IN SIZES THROUGH NO. 10 AND I. REMOVE ALL EXISTING EXPOSED LOW VOLTAGE CONDUCTORS FROM THE TENANT AREA PLENUM. STRANDED WITH THWN/THHN INSULATION FOR NO. 8 AND LARGER. ONLY PLENUM RATED LOW VOLTAGE CONjUCTORS WILL BE ALLOWED IN THE PLENUM AREA. C. INSULATION SHALL BE SUITABLE FOR 600 VOLTS AND MUST BEAR THE CONDUCTOR SIZE. J. CI'TS, PENETRATIONS, FLASHING, OR OPENINGS IN THE ROOF MEMBRANE MUST HAVE THE TYPE OF INSULATION AND THE MANUFACTURER'S NAME STAMPED AT REGULAR INTERVALS. WRITTEN PERMISSION OF THE LANDLORD AND MUST BE COMPLETED BY THE LANDLORD'S ROOFER AT THE TENANT'S EXPENSE. D. COLOR CODING SHALL BE AS FOLLOWS: COMPLYING AND PERMITS 20BY /120 VOLT SYSTEM a PHASE A -- BLACK A. COMPLY WITH LOCAL CODES, STATE CODES AND NATIONAL ELECTRICAL CODE (NEC), AND ALL PHASE 8 - RED APPLICABLE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AT THE SITE. PHASE C - BLUE NEUTRAL WHITE B. WHERE 'THE REQUIREMENTS OF ANY OF THE AUTHORITIES LISTED ABOVE DIFFER FROM THE GROUND GREEN PLANS OR SPECIFICATIONS. THE MOST STRINGENT REQUIREMENTS TAKE PRECEDENCE. COLOR CODE SHALL IDENTIFY THE SAME PHASE. THROUGHOUT THE SYSTEM FROM MAIN C. OBTAIN PERMITS FROM THE AUTHOPITIES HAVINt-, JURISDICTION AND TURN OVER TO GENERAL SWITCH THROUGH ALL BRANCH CIRCUITRY. CONTRACTOR. WIRING MATERIALS A. A COMPLETE SYSTEM OF CONDUCTORS SHALL BE INSTALLED FOR ALL FEEDERS BRANCH A. ALL MATERIALS USED IN THIS PROJECT SHALL BE NEW UNLESS OTHERWISE Nr,.tTED AND SHALL CIRCUIFS AND CONTROL CIRCUITS AS NOTED ON THE PLANS. BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC., AS CONFORMING TO ITS STANDARDS WHERE SUCH STANDARDS HAVE BEEN ESTABLISHED. THESE MATERIALS SHALL BEAR THE B. NO WIRE IS TO BE INSTALLED IN RACEWAY UNTIL THE ENTIRE RACEWAY SYSTEM IS COMPLETE LISTING MARK OF THE U.L. AND THEN ONLY WITH THE USE OF AN APPROVED WIRE PULLING LUBRICANT. C. BRANCH CIRCUIT SIZES ARE NOTED ON THE PLANS AND MUST BE CONTINUOUS WITHOUT B. SUBMIT MATERIALS LIST AND SHOP DRAWINGS FOR ALL MAJOR EQUIPMENT PROPOSED FOR REDUCTION IN SIZE THROUGHOUT THEIR LENGTH BETWEEN FIXTURE. EXCEPT WHERE THIS WORK TO THE GENERAL CONTRACTOR FOR REVIEW. SUBMITTAL SHALL BE IN CONNEC TING TO FIXTURES. BRACH CIRCUITS EXCEEDING 70 FEET IN TOTAL LENGTH SHALL ACCORDANCE WITH THE GENERAL CONDITIONS AND SHALL. BEAR THE APPROVAL OF BE A MINIMUM OF' NO. 10 AWG TO THE FIRST OUTLET (THIS DOES NOT APPLY TC1 CIRCUITS THE ELECTRICAL CONTRACTOR SHOWING THAT HE HAS REVIEWED THEM AND THAT WITH LARGER THAN NO. 12 CONDUCTORS ALREADY INDICATED ON PLANS). THE PROPOSED MATERIALS ARE EQUIVALENT TO OR BETTER THAN THE SPECIFIED MATERIALS AS INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN. WIRE DEVICES GROUNDING AND BONDING A. THE FOLLOWING LISTED HUBBELL DEVICES MAY BE THE PRODUCT OF EAGLE. P & S OR ARROW--HART BUT MUST BE EQUIVALENT OT THE DEVICES LISTED AND MUST BE A. GROUND THE SYSTEM IN ACCORDANCE WITH ARTICLE 250 OF THE LATEST ADOPTED ISSUE OF IDENTIFIED IN THE SUBMITTAL. ALL DEVICES SHALL BE GANG MOUNTED WHERE POSSIBLE. THE NEC. B. MOUNT SWITCHES WITH CENTERLINES 48 INCHES MAXIMUM ABOVE FINISHED FLOOR. B. ANY EQUIPMENT, MOTOR, FIXTURE, RECEPTACLE, OR DEVICE TO WHICH CURRENT CARRYING CONDUCTORS ARE CONNECTED SHALL HAVE A GREEN EQUIPMENT GROUNDING CONDUCTOR SINGLE POLE, 20 AMP, 120/277 VOLT: CS120-1 INSTALLED IN THE RACEWAY AND CONNECTED TO THE DEVICE. THREE WAY, 20 AME, 120/277 VOLT: CS320-1 C. ALL GROUNDING OR BONDING CONDUCTORS SHALL BE SIZED AS REOUIkED BY THE NEC AND C MOUNT RECEPTACLES WITH CENTERLINE 16 INCHES MINIMUM ABOVE THE FINISHED FLOOR, SHALL BE THWN/THHN INSULATED WITH GREEN COLOR CODING. UNLESS OTHERWISE NOTED. SAFETY SWITCHES DUPLEX, 15 AMP, 125 VOLT: CR15-1 A. SAFETY SWITCHES SHALL BE GENERAL DUTY TYPE HAVING AN INTERLOCKING COVER, WITH DUPLEX, 20 AMP, 125 VOLT: CR20-1 NEMA 1 ENCLOSURES FOR INTERIOR LOCATIONS AND NEMA 3R ENCLOSURES FOR EXTERIOR GFI DUPLEX, 15 AMP, 125 VOLT: GF5252-1 LOCATIONS. D. THE COLOR OF ALL WIRING DEVICES SHALL BE WHITE (ORANGE IF USED FOR A DEDICATED CIRCUIT) B. SAFETY SWITCHES AND DISCONNECTS SHALL BE FUSED OR NON-FUSED AS INDICATED OR AS WITH WHITE COVERPLATES ON WALLS OR CEILINGS. A IVORY DEVICE (ORANGE !F USED FOR A REQUIRED BY THE NEC. SWITCHES SHALL BE MANUFACTURED BY GENERAL ELECTRIC, DEDICATED CIRCUIT) WITH IVORY COVERPLATE SHALL BE USED ON WAINSCOTTI� UNLESS OTHERWISE NOTED. SQUARE D, SIEMENS OR CUTLER HAMMER. E. ALL COMMUNICATION AND DATA OUTLETS SHALL BE MOUNTED WITH CENTEFLINE 18 INCHES C. PROVIDE ENGRAVED PHENOLIC NAMEPLATES FOR ALL SAFETY SWITCHES INDICATING EQUIPMENT ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED. SERVED. EQUIPMENT CONNECTORS D. FUSES TO BE BUSSMAN TYPE LPN-SP (208V) OR I-PS--SP (480V). COMPARABLE FUSE- RY j A. THE ELECTRICAL CONTRACTOR SHALL MAKE ALL POWER CONNECTORS TO MOTORS, STARTERS, LITTLEFUSE OR SHAWMUT ARE ACCEPTABLE. EXHAUST FANS, WATER HEATERS, ETC. INCLUDING ALL THE ONES INSTALLED BY THE HVAC AND PLUMBING CONTRACTORS. ALL CONTROL WIRING NOT INDICATED ON THE PLANS WILL PANELBOARDS BE THE RESPONSIBILITY OF OTHER TRADES. A. EXISTING PANELS TO BE REUSED IF INDICATED AS SUCH ON DRAWINGS. RETURN EQUIPMENT B. THE ELECTRICAL CONTACTOR MUST OBTAIN ROUGH-IN INFORMATION FROM OTLER NOT REUSED TO OWNER. REVISE PANELBOARD DIRECTORY CARDS TO REFLECT ALL NEW CONTRACTORS AND VERIFY THE ACTUAL PURCHASED EQUIPMENT PRIOR TO INSTALLATION. LOAJS AND CIRCUITS. C. VERIFY THE THERMAL CONDITIONS OF THE EQUIPMENT BASED ON NAMEPLATE DATA AND B. NEW PANELS SHALL BE STANDARD BRANCH CIRCUIT PANELBOARDS WITH CONCEALED HINGES CONNECT AS THE ACTUAL PURCHASED EQUIPMENT PRIOR TO INSTALLATION. AND CONCEALED TRIM ADk1JSTING SCREWS AND WITH TYPEWRITTEN DIRECTORY CARD MOUNTED TO INSIDE THE DOOR. PROVIDE SURFACE OR FLUSH MOUNTED PANEL BOARDS AS INDICATED D. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL MANUAL AND MAGNETIC Ol', THE PANEL BOARD SCHEDULES. STARTERS AS REQUIRED EXCEPT STARTERS INTEGRAL TO EQUIPMENT FURNISHED IN OTHER C. NEW PANELBOARDS AS SHOWI`.! ON THE PLANS AND DESCR!BED HEREIN SHALL BE PANEL- DIVISIONS. BOARDS OR LOAD CENTERS SIMILAR TO SIEMENS TYPE S1, S2, S3 OR SIMILAR EQUIPMENT AS E. ALL POWER AND CONTROL CIRCUITS FOR ELECTRICAL EQUIPMENT REQUIRING ELECTRICAL MANUFACTURED BY SQUARE D, GENERAL. ELECTRIC OR CUTLER HAMMER. ALL CIRCUIT CONNECTIONS ARE BASED ON THE DESIGN AS INDICATED WITHIN THE CONTRACT DOCUMENTS. BREAKERS SHALL BE BOLT ON TYPE. THE DIVISION 16 TRADESMAN SHALL VERIFY ALL PURCHASED EQUIPMENT THAT REQUIRES ELECTRk,AL CONNECTION WITH THE PURCHASED EQUIPMENT THAT REQUIRES ELECTRICAL D. PROV;DE ENGRAVED PHENOLIC NAMEPLATES FOR ALL PANELBOARDS. CONNECTION WITH THE RESPONSIBLE CONTRACTOR OR VENDOR PRIOR TO ELECTRICAL ROUGH -IN. ANY DEVIATIONS IN EQUIPMENT ROUGH-IN REQUIREMENTS FROM THE CONTRACT RACEWAY DOCUMENTS SHALL BE CONSIDERED A COORDINATION ITEM THAT THE ELECTRICAL A. ALL RACEWAY ROUTED CONCEALED ABOVE CEILING OR IN WALL SHALL BE EMT. ALL EXPOSED TRADESMAN SHALL. DISCUSS WITH THE OTHER TRADES INVOLVED. CONDUIT OUTSIDE SHALL BE GALVANIZED RIGID STEEL OR IMC CONDUIT. MINIMUM SIZE OF GUARANTEE RACEWAY SHALL BE 112". A. MATERIf�I_S, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. Washington So. Rd M2-A, 9653 BUP2004-00015 32 of 33 CONSULTANTS REVISIONS DATE SHUT 1111E1105/04 ELECTRICAbS pa RN S 188 North Holliston Ave. Suite 103 . Pasadena, California 91106 --b A DON PENN Phone: 626.449.1990 WASHINGTON SQUARE MALL p CONSULTING ENGINEERFax: 626.449.1935 d 3950 HIGHWAY 360, SUITE 101 A 9585 S.W. WASHINGTON SQ. RD. GRAPEVINE, TEXAS 76051 817-410-2858 FAX 817-251-8411 A s h *1 m a S t u d 1 O n c • JOB NO. PORTLAND, OR 97223 FILE NUMBER 2335 2335.dwg 7- loot. q wA NOTICE: IF THE PRINT OR TYPF ON ANY 10� illlllli2� � _:C` _ C IMAGE IS NOT AS CLEAR AS THIS NOTICE, No 36 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT 1z L I Tx,I 11 'i II III I I I ij 2 41K a� i —r-- I I I I I � ADJ. TENAN f L - A TOILET -- _ _�_--- � � �— = _ _ r 10 /�- r 7 0 a F11 19 -1A F1 I 0 ll p 19 �/ r CO C0 ` 3 1s p ENTRY sonMO � I R6. ALES AREA --= _--- 19 - -BACK ROOM -6 I - — r �� J o I L`-1 12 I I 7 a / 0 0 9 r 19 KEYNOTE LEGEND I I � I DISPLAY FIXT)RES 19 '�� / J / r� �-� \ I �2 PLASMA SCREEN M ALL SUSPENDED PLASMA SCREEN ' 1g 400 16 oo I 4 PRECAST CONCRETE LU 15 -- KID'S / 0 POS SERVICE 19 CO) �,- PLAY 61 PLASMA MONITORS CORRIDOR �- -�'' 7 8' WIDE ROLLING BACKDROP SUPPLIED & INSTALLED BT TENANT a NOT USED I I F91 COUNTER TOP W/ SHELVES & STANDARDS ABOVE, SUPPL II D BY MILLWORK SUPPLIER & INSTALLED BY G.C.; INSTAL CLL ATS STAIR N.I.C. (PROVIDED BY MILLWORK SUPPLIER) WHERE NOT SLIPPORTLD BY DRAWER PECESTALS. 10 LOCKERS 11 SERVER 12 MANAGER DESK I I I 13 NORITSU - PRINT PROCESSOR 14 10' WIDE ROLLING BACKUROP SUPPLIED & INSTALLED BT TENANT I 15 SINK / EYE WASH 16 FURNITURE 17 SHELVES PROVIDED BY MILLWORK SUPPLIER, SEE INT. ELEVS. 18 FLOOR SINK 19 FLOOR GRAPHICS MILL WORK & FIXTURE PACKAGE NOTES 20 STORAGE RACK 24"D X 60"W X 72'H 1. ALL FIXTURES TO BE SUPPLIED BY MILLWORK SUPPLIER & INSTALLED BY G.C. PER MFR.'S INSTALLATION REQUIREMENTS. 2. (3) 3/4"x8"x21'-0"L WOOD SUPPLIED BY MILLWORK SUPPLIER f0 BE LEFT AT SITE IN BACKROOM. 3. MILLWORK SUPPLIER TO PROVIDE CLEATS 0 BACKROOM COUNTER IN AREAS WHERE NO PEDESTAL CABINETS SUPPORT COUNTER. $ 4. G.C. TO ATTACH SEATS TO STOOL BASES. f 5. G.C. TO INS FALL WALL PANELING AFTER INSTALLATION OF N INSET PACKAGE UNIT BEHIND OPEN CAMERA AREA. G.C. WILL. NEED TO INSTALL WALL PANELING UP TO EDGE OF INSET PACKAGE UNIT. FIXTURE PLAN SCALE. 1/4•=1'-O' 2 NOTES 1 REVISIONS .--_.--_ -- - - _. _ AO � —� SHEET TITLE 0ti05104 FIXTI!RE PLA NO O O� 188 North Holliston Ave. Suite 103 PLAN CHECK BID asadena, California 91 106 , JOSEPH E. KRAUSE ARCHITECT P, C, Phone: 626.449.1990 WASHINGTON SQUARE MALL (503)656-4111 A Fax: 626.449.1935 F 1 Fax(503)656.6297 CLACKAMAS, OREGON 152595E 82 Dr LJfl' 9585WASHINGTON SO, RD. Suste 202 Q — w -- A S ' m a �r u O ' A �j ,,��-TO Washington 20 -0 0 5 9653 Clackamas,Oregon 97015 S �qA �,Y 33 oo(200 33001.E � o JOB NO. 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