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Plans BUP2015 - 00254 RESPONSIBILITY SCHEDULE EXG= EXISTING, LP = LOLLI & POPS, FC = FIXTURE CONTRACTOR,TGC=TGC, LL = LANDLORD DATE: 09/15/2015 JOB NO: 395-007 FURNISH INSTALL REMARKS • PRE-CONSTRUCTION EXG LP FC TGC LL LP FC TGC LL SCALE: AS NOTED PROVIDE AND INSTALL BARRICADE AT STORE FRONT • • INSTALLATION TO BE COMPLETED BY BOSTON BARRICADES; TGC TO COORDINATE CHECKED: 09/15/2015 BARRICADE GRAPHICS VINYL SAW CUTTING, CORING, CHANNELING OF EXISTING CONCRETE • AND DEMOLITION WORK IN LEASED AREA • • `El� © 2015 A&E NATIONAL JOB PHONE / CELL PHONE / COMPUTER / ACROBAT CAPABILITY, PRINTER, FAX • • ALL PERMITS AND LICENSES NECESSARY • SEP 16 2015 THESE PLANS ARE COPY RIGHTED AND ARE CITY OFTIGAT�p SPECIFICALLY PROVIDED FOR ARCHITECTURAL EXG LP FC TGC LL LP FC TGC LL BUILDING DIVISICEN USE OF THE OWNER AND CONCRETE FLOOR SLAB • DESIGNED FOR CONSTRUCTION PREP. FLOOR SLAB FOR NEW FINISH INCLUDING LEVELING & PATCHING AS REQ'D • • CONTROL & EXPANSION JOINTS IN CEILING WALL AND FLOORS • • WHEN REQUIRED PURVEYORS of SWEETNESS BYA& E NATIONAL AND NEUTRAL PIERS • TGC TO PATCH & REPAIR WHEN REQUIRED ARE INTENDED FOR NO OTHER GYPSUM WALL BOARD ON DEMISING PARTITIONS (TYPE "X") • • • TGC TO PATCH & REPAIR WHEN REQUIRED PURPOSE. PERMISSION FOR METAL STUD FRAMING FOR DEMISING PARTITIONS . WASHINGTON SQUARUSE E, 9642 SW WASHINGTON SQUARE RD, TIGARD, OR 97223 - SPACE G12 PARTOORWHOLLEWITHOUT PARTITIONS WITHIN LEASED SPACE (TYPE "X'� METAL STRAPPING, BLOCKING, SUPPORTS, LEDGERS, & ATTACHMENTS TO SHELL BUILDING WHEN REQUIRED WRITTEN CONSENT OF A& E ACOUSTIC & THERMAL INSULATION, FIRE SAFlNG AS REQ'D • NATIONAL IS PROHIBITED. WALL FLOORING • • • TGC TO COORD. WITH LP CODE INFORMATION PROJECT DIRECTORY DRAWING INDEX VINYL WALL BASE • • METAL BASE AT FIXTURES • • APPLICABLE CODES TENANT: PROJECT MANAGER ARCHITECTURAL STOREFRONT BASE • • LOW AND POPS KPE ENGINEERS ARCHITECTS AO.0 COVER SHEET BACK OF HOUSE FINISHES • • • 2012 INTERNATIONAL BUILDING CODE 49 POWELL ST. 6TH FLOOR 1501 JF KENNEDY DRIVE AO.1 SPECIFICATIONS DOORS, DOOR FRAMES, DOOR HARDWARE • • LP TO FURNISH AND INSTALL INTERCHANGEABLE CORES 2012 INTERNATIONAL ENERGY CONSERVATION CODE SAN FRANCISCO, CA 94102 BELLEVUE. NE, 68005 A1.0 DEMOLITION PLAN 2012 INTERNATIONAL MECHANICAL CODE CONTACT: RAJ GUPTA PHONE: 402-291-1444 A1.1 FLOOR PLAN SUSPENDED CEILING SYSTEM GRID • TGC TO PAINT ALL GRID AND ACCESSORIES TO MATCH FACTORY FINISHED TIN CEILING TILES 2012 UNIFORM PLUMBING CODE PHONE: 415-445-4501 FAX: 402-291-1058 A1.2 INTERIOR FINISH PLAN A 8� E NATIONAL SUSPENDED CEILING SYSTEM AND MOLDINGS • • TGC TO INSTALL LP FURNISHED TIN CEILING TILES AND CROWN MOLDING 2014 NATIONAL ELECTRIC CODE A1.3 REFLECTED CEILING PLAN SUSPENDED GYPSUM WALL BOARD CEILINGS, GYP BOARD SOFFITS, & SUPPORTING FRAMING • 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN MALL OPERATION MANAGER: ARCHITECT OF RECORD: A2.0 EQUIPMENT AND FIXTURE PLAN ACCESS PANELS & DOORS IN CEILINGS & PARTITIONS • • TGC TO PROVIDE WHERE REQUIRED FOR ACCESS TO CONCEALED EQUIPMENT 9585 S.W. WASHINGTON SQUARE RD. A & E NATIONAL, INC. A3.0 STOREFRONT ELEVATIONS & DETAILS A & E NATIONAL STOREFRONT OVERHEAD ROLLING GRILLE & SUPPORTS • • SUPPLIED AND INSTALLED BY METRO DOOR RODE OTT OR 97223 1812 NORTH 203rd STREET A4.0 INTERIOR All TONT SECTIONS & SIGNAGE ARCHITECTURE STOREFRONT FRAMING & DRYWALL • • TGC TO COORDINATE WITH FC PHONE: 503-639-8860 CONTACT: ROBERT FECHTMEISTER OF OREGON, P.C. WOOD STOREFRONT CLADDING, MOLDING, TRIM AND GLAZING PHONE: 402-614-4434 MECHANICAL / PLUMBING WOOD STOREFRONT PAINTING • • TGC TO PREP STOREFRONT AND PAINT; COORDINATE WITH FC MACERICH TENANT COORDINATOR: FAX: 402-614-4431 MPGA GENERAL MECHANICAL NOTES, SPECS, AND SYMBOLS 1812 NORTH 203rd STREET KAREN MAYNARD M1.0 MECHANICAL PLAN ELKHORN, NE 68022 11411 NORTH TATUM BLVD. PERMITTING AUTHORITY: P1.0 PLUMBING PLANS (WASTE AND VENT PLAN, SUPPLY PLAN) PHOENIX, AZ 85028 CITY OF TIGARD PH:402-614-4434 OCCUPANT GROUP: M PHONE: 602-953-6526 13125 SW HALL BLVD., ELECTRICAL FAX: 402-614-4431 FIXTURE/ FURNISHINGS/EQUIPMENT EXG LP FC TGC LL LP FC TGC LL TIGARD, OR 97223 ED.1 GENERAL ELECTRICAL NOTES, SPECS, AND SYMBOLS SALES AREA DISPLAY FIXTURES • • CONSTRUCTION TYPE: TYPE 28 FIXTURE CONTRACTOR: 503-639-4171 E1.0 ELECTRICAL PLANS (POWER AND SYSTEMS PLAN, LIGHTING PLAN) CABINETS, SHELVING, ASSOCIATED HARDWARE, & MISC. CASEWORK ® B.O.H. • TGC TO PROVIDE ALL EQUIPMENT IN STOCK ROOM UNLESS NOTED OTHERWISE UNLIMITED INNOVATIONS, INC. CITY OF TIGARD PERMIT CENTER E2.0 ELECTRICAL DETAILS AND SCHEDULES OCCUPANT LOAD: 15006 42ND STREET PHONE: 503-718-2439 CORNER GUARDS ® ALL OUTSIDE CORNERS IN B.O.H. AREAS • • PLATTSMOUTH, NE 68048 SALES FLOOR 1,687 SF/30 = 56 OCCUPANTS MANAGER'S DESK CONTACT: TERRY BUCHOLZ OREGON DEPARTMENT OF AGRICULTURE SODA CASES • • TGC TO UNWRAP, MOVE, AND INSTALL TGC TO COORDINATE WITH FC NON SALES AREA 299 SF/300 = 1 OCCUPANT PHONE: 402-296-9008 FOOD SAFETY PROGRAM TRUFFLE CASES • • TGC TO UNWRAP, MOVE, AND INSTALL TGC TO COORDINATE WITH FC TOTAL 1,986 SF = 57 OCCUPANTS FAX: 877-402-2783 635 CAPITOL STREET N.E. OFFICE FURNITURE • • TGC TO UNWRAP, MOVE, AND INSTALL TGC TO COORDINATE WITH LP 2,114 SF (AREA CALCULATED BY USING LEASE LINES) SALEM, OREGON 97310-2532 SAFE • • TGC BOLT TO FLOOR EXITING REQUIREMENTS: WEBSITE: HTTP://OREGON.GOV/ODA/FSD METRO SHELVES TGC TO COORDINATE WITH LP SALES GROUND FLOOR: REQUIRED PROVIDED UNLOADING OWNER FURNISHED EQUIPMENT • • INVENTORY VERIFICATION WITHIN 24 HOURS EXITS 2 2 EXIT WIDTH 36" 36" MIN. AISLE 57 OCCUPANTS x .20 11.4" 3' DOOR 8'-0" OPENING (GRILLE) �+ DESCRIPTION OF WORK: SYMBOLS LEGEND MECHANICAL EXG LP FC TGC LL LP FC TGC LL - TENANT IMPROVEMENT OF EXISTING RETAIL TO REMAIN. NEW TENANT IS A CANDY STORE. FLOOR, ROOF PENETRATIONS & PATCHING - DEMOLITION WORK INCLUDES REMOVAL OF PREVIOUS TENANT FINISHES, INTERIOR WALL, STOREFRONT. HVAC SUPPORT FRAMING • - NEW WORK INCLUDES CONSTRUCTION OF INTERIOR WALL, STOREFRONT, INTERIOR FINISHES, MILLWORK °�"�NUMBER DOOR TAG 1 STRUCTURAL GRID A - REUSE / MODIFY EXISTING MECHANICAL SYSTEM 1 DETAIL TITLE HVAC AND AIR HANDLING UNITS • DETAIL TITLE - REUSE / MODIFY PLUMBING & FIRE PROTECTION SYSTEMS A1,0 scue DAMPERS, HEAT & SMOKE DETECTORS, & FIRE ALARM CONNECTIONS • �,_ MASONY_ EXHAUST FANS, DUCT WORK - REUSE / MODIFY ELECTRICAL & FIRE ALARM SYSTEMS �r M� WALL TAG ELEVATION TAG T.O.��;__l_13'-_4" CONTROLS, CONDUITS, LOW VOLTAGE WIRING & CONNECTIONS A HVAC EQUIPMENT INSPECTION, CLEANING, REFURBISHING • • CHANGE ALL FILTERS AT COMPLETION oEr� FINISH TAG 0 TIP. REVISION TAG m TESTING & BALANCING • • PROVIDE BALANCING REPORT TO OWNER AT END OF PROJECT ELEVATION REFERENCE A1.0 D A1.0 B y SHEEr M C FLAG NOTE ROOM NAME / NUMBER ROOM NAME W AL OBER ROOM # PLUMBING EXG LP FC TGC LL LP FC TGC LL Ell ZSANITARY WASTE, DOMESTIC SUPPLY & VENT PIPES TO PREMISES WyDETAIL REFERENCE LEASE UNE ------- NORTH ARROW WATER METER / FLOW METER • VERIFY EXISTING & IN PLACE PRIOR TO BID ASANITARY WASTE, DOMESTIC SUPPLY & VENT PIPES WITHIN TENANT SPACE � Nai�R--� W 0' EQUIPMENT / F-4 r 0 PLUMBING FIXTURES & EQUIPMENT, INCLUDING SINKS, WATER HEATER, TOILET � FLOOR CLEAR AREA 3 COMPARTMENT SINK ° SMBIN ABOVE • • FIXTURE REF. 0 y Q REQUIRED PIPING FOR PLUMBING • • FLOOR CUTTING / PATCHING REQUIRED SECTION REFERENCE A10 L J � Z FLOOR DRAINS AND WATERPROOF MEMBRANE • • COORDINATE FLOOR PATCHING WITH MALL OPERATION MANAGER Z 0 a_ :)o 0 CWL VICINITY MAP GENERAL NOTES CA FIRE PROTECTION EXG LP FC TGC LL LP FC TGC LL a" ^•? O LANDLORD NOTES: ADA COMPLIANCE SPRINKLER MAIN TO PREMISES • ALL FIRE PROTECTION WORK TO BE PERFORMED BY LANDLORDS DESIGNATED CONTRACTOR ',t s / 1#CTT€ x ■ SPRINKLER BRANCHES, DROPS, & HEADS • 1. TGC MUST CONDUCT APRE-CONSTRUCTION MEETING WITH THE LANDLORD'S ON-SITE 1. TENANTS LEASED PREMISES MUST COMPLY WITH THE 2010 ADA STANDARDS FOR W FIRE ALARM SYSTEM • • • � �a !/ i REPRESENTATIVE PRIOR TO WORK START. ACCESSIBLE DESIGN INCLUDING TITLE III OF THE AMERICANS WITH DISABILITIES ACT LOW VOLTAGE CABLE FOR FIRE ALARM SYSTEM • • / Iia ' (ADA). COMPLIANCE INCLUDES, BUT NOT LIMITED TO, THE DESIGN, CONSTRUCTION i. 2. TGC WILL PAINT AND REPAIR THE LANDLORDS PROPERTY DAMAGED DURING TENANT tstxs '% i% AND/OR ALTERATION OF THE LEASED PREMISES. FIRE EXTINGUISHERS (COORDINATE LOCATIONS WITH FIRE MARSHAL & OWNER'S REP. TGC TO PROVIDE 2) NEW EXTINGUISHERS /� IMPROVEMENT (BULKHEADS, SERVICE CORRIDOR, PIERS, FLOORING, EIC.). SMOKE AND HEAT DETECTORS • • :y rack Je3 3. WORKING ON WEEKENDS REQUIRES WRITTEN APPROVAL FROM THE LANDLORD. SHOP DRAWINGS FOR A/E REVIEW • • PROVIDE SHOP DRAWING FOR COORDINATION OF SPRINKLERS, LIGHTS, ETC. %'� \ i/ P' Y 4. TGC SHALL PERFORM FIRST-CLASS WORKMANSHIP. ACCEPTANCE IS CONTINGENT UPON LANDLORD APPROVAL ig ELECTRICAL EXG LP FC TGC LL LP FC TGC LL 5. PROVIDE ONE FULL SIZE SET OF DRAWINGS TO MALL OPERATIONS MANAGER AT FIRE PROTECTION DRAWING REQUIREMENTS WASHINGTON S0IUARE PRE-CONSTRUCTION MEETING SEPARATE SET OF LANDLORD APPROVED DRAWINGS OF TIGARD ELECTRICAL SERVICE, SWITCHGEAR & METER ® LL ELECTRICAL ROOM • I F.' ( 1. VERIFY WITH MALL OPERATIONS MANAGER REGARDING TENANT SPRINKLER INSTALLATION. R CODE COMPIJANCB FUSIBLE DISCONNECT ® LL SWITCHGEAR • �, ' '^ SHALL BE KEPT ON SITE) tri 1 ra /i r , 12. UTILIZE LANDLORD'S DESIGNATED FIRE PROTECTION CONTRACTOR. Approved. / PROVIDE NEW TYPED PANEL DIRECTORY • • v j `- / 6. ALL LANDLORD NOTES AND COMMENTS MUST APPEAR ON FINAL REVISED DRAWINGS AND PP [1� CONTINUITY TEST REPORT FINISHED TO OWNER • • =' / K '; MUST APPEAR ON ALL DRAWINGS IN THE FIELD. 3. TENANT AND TGC IS LIABLE FOR COMPLIANCE WITH ALL REQUIREMENTS OF LANDLORD'S OTC: ( [ ALL EQUIPMENT ON TENANT RISER DIAGRAM NOT OTHERWISE INDICATED • • FIRE PROTECTION ENGINEERS DURING ORIGINAL CONSTRUCTION AND ALL SUBSEQUENT ` " ato \ n 7. AFTER LANDLORD APPROVAL, ANY CHANGES OR MODIFICATIONS IN THE CONSTRUCTION Permit WIRING & CONDUIT WITHIN LEASE SPACE zz FIELD INSPECTIONS. • • v 5a`T{IM9kskSb ,, ,r ,. DOCUMENTS OR TENANT IMPROVEMENTS MUST BE APPROVED BY THE LANDLORD IN Address: Z�r7 W T^^`� LIGHT FIXTURES • • COORDINATE WITH LP ' % ' z LAMPS FOR LIGHT FIXTURES • • COORDINATE WITH LP % y -. rNIPIf WRITING. Suite#: Ssr •ter s _ 8. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL LOCAL LAWS, CODES, AND +..+. TELEPHONE & DATA SERVICE TO PREMISES IF RELOCATION IS REQUIRED THE WORK SHALL BE BY TGC x -�_ dy I( • • ..., y REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. IN CASE OF CONFLICT By. DatTELEPHONE & DATA EQUIPMENT Wry BETWEEN REQUIREMENTS, THE MOST RESTRICTIVE SHALL APPLY.SIGNAGE ® MALL STOREFRONT ' "' 9. ALL WORK TO BE PERFORMED BY TENANT OR TENANTS CONTRACTORS UNLESSADDITIONAL GENERAL NOTESLOW VOLTAGE CABLE FOR SECURITY SYSTEM POS SYSTEM CABLE • • %f/ s SPECIFIED IN THE TENANTS EXECUTED LEASE. 1. HAZARDOUS SUBSTANCE - IT IS THE RESPONSIBILITY OF THE TENANT AND THE OFFICE C LOW VOLTAGE TERMINATIONS SPEAKERS • • 10. ALL WORK MUST COMPLY WITH THE MALL TENANT CRITERIA MANUAL AND THE MALL TENANTS CONTRACTOR(S), WHEN PREPARING FOR AND PROCEEDING WITH CONSTRUCTION • • CONSTRUCTION RULES AND REGULATIONS IN THE PREMISES, TO COMPLY WITH ALL REQUIREMENTS OF ALL APPLICABLE LAWS SPEAKER WIRING • • COORDINATE WITH LP ? , ., ° CONCERNING HAZARDOUS SUBSTANCES. THE TENANT SHALL NOT PERMIT THE BELL ® EMPLOYEE ENTRANCE • • n Swo 11. LANDLORD CANNOT GUARANTEE THAT INTERNAL CHANGES HAVE NOT OCCURRED SINCE INSTALLATION OR USE OF ANY HAZARDOUS SUBSTANCES IN ANY COMPONENT OF THE s .. ', ": NCFLTH THESE PLANS HAVE BEEN PREPARED. APPROVAL OF THE DRAWINGS DOES NOT MEAN PREMISES DURING ITS TENANCY. SECURITY CAMERA • • WIRING / CABLING INSTALLED BY TGC THAT THE CONDITIONS SHOWN ARE ACCURATE. IT IS THE TENANT'S RESPONSIBILITY TO EMPLOYEE TIMECLOCK • • TGC TO PROVIDE DATA AND POWER - P ro FIELD VERIFY ALL EXISTING CONDITIONS FOR ACCURACY. 2. ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SPACE MUST BE ASBESTOS-FREE. ,.. ' Sw. 12. TGC SHALL PERFORM A SITE SURVEY OF THE SPACE PRIOR TO COMPLETION OF 3. ALL REUSED MATERIAL AND EQUIPMENT MUST BE REFURBISHED TO "LIKE NEW lz CONSTRUCTION. ANY VARIANCES BETWEEN THE APPROVED PLANS AND THE BUILT SITE CONDITION. POST CONSTRUCTION EXG LP FC TGC LL LP FC TGC LL "" CONDITIONS SHALL BE MARKED IN AN ASBUILT SET OF DRAWINGS AND TURNED OVER 4. WATERPROOF MEMBRANE MUST BE WATER TESTED AND APPROVED BY ON-SPIE BARRICADE REMOVAL • BOSTON BARRICADES TO REMOVE BARRICADE WALL; TGC TO PATCH REPAIR BULKHEAD PIERS TO THE LANDLORD. OPERATIONS MANAGER. FINAL CLEANING • MALL KEY PLAN - LOWER LEVEL 13. COORDINATE FIELD CONDITIONS WITH LANDLORD ON-SITE TENANT COORDINATOR (TC). 5. IF SOUND LEVELS ARE 40 DECIBELS OR HIGHER, SOUND INSULATION MUST BE SNAP LEASE LINES WITH TGC AND LANDLORD TC PRESENT INSTALLED WITHIN DEMISING WALLS. LOLL/ & POPS -SPACE G12 14. TGC SHALL REVIEW ANY ROOFTOP EQUIPMENT SCOPE OF WORK WITH THE MALL'S 6. ALL ROOF WORK TO BE PERFORMED BY LANDLORD'S APPROVED ROOFING CONTRACTOR �ti0 �f? RLIBERT OPERATIONS MANAGER PRIOR TO STARTING CONSTRUCTION. AT TGC EXPENSE. , FECHTMEISTER, 7. ANY PENETRATIONS OR MODIFICATIONS TO STRUCTURAL STEEL OR CONCRETE MUST BE • OMAHA, • - COORDINATED AND APPROVED BY THE ON SITE REPRESENTATIVE AND/OR LANDLORD'S NEBRASKA _ STRUCTURAL ENGINEER. THE COST INCURRED TO REVIEW THE MODIFICATION OR 5 1 �O PENETRATION IS THE SOLE RESPONSIBILITY OF THE TENANT. �1� t lOCyS 7. DO NOT CHANNEL; CORE DRILL ONLY. ........__ .................... ..: THE CEILING CONSTRUCTED ABBREVIATIONS 8 RE RATINGNOMMEABTO SLE TMT MATERIALS ALLOWED.SING MATERIALS WITH A CLASS "A" jcpenrey 9. SUPPORT WIRES FOR LAY-IN-CEILING GRID, LIGHTS, AND HVAC EQUIPMENT ETC. MUST A E H M R - - NOT BE CONNECTED TO ANY OF THE LANDLORD'S ELECTRICAL, PLUMBING, FIRE WASHINGTON SQUARE ACT ACOUSTICAL CEILING TILE EXIST EXISTING HDBD HARDBOARD M MIRROR RCP REFLECTED CEILING PLAN -- PROTECTION PIPING, MECHANICAL EQUIPMENT, OR ROOF DECK. 9642 SW WASHINGTON SQUARE RD ADDM ADDENDUM EA EACH HOW HARDWARE MATL MATERIAL REF REFER TO, REFERENCE TIGARD, OR 97223 ADJ ADJUSTABLE EJ EXPANSION JOINT HDWD HARDWOOD MAX MAXIMUM REINF REINFORCED 10. ALL SUPPORT WIRES MAY ONLY BE CONNECTED TO THE TOP CORD OF JOIST AND/OR AFF ABOVE FINISHED FLOOR EL ELEVATION HM HOLLOW METAL MECH MECHANICAL READ REQUIRED STRUCTURAL MEMBERS. SPACE G12 ARCH ARCHITECT/ARCHITECTURAL ELEC ELECTRICAL HORIZ HORIZONTAL MGT MANAGEMENT REV REVISION 11. TENANT STOREFRONT MUST BE SELF SUPPORTED. STOREFRONT SHALL NOT BE EQ EQUAL MGR MANAGER RM ROOM g EXH EXHAUST I MFR MANUFACTURER SUSPENDED FROM MALL SOFFIT / BULKHEAD. SUBMITTAL SUB BD BOARD EXP EXPANSION I.D. INSIDE DIAMETER MIN MINIMUM S OWNER REVIEW 08/11/2015 BLDG BUILDING EXT EXTERIOR INCL INCLUDED MISC MISCELLANEOUS SCHED SCHEDULE _- PERMIT SET 08/18/2015 BLKG BLOCKING INFO INFORMATION MO MASONRY OPENING SECT SECTION _ DD CAMERAS 09/01/2015 BM BEAM F INSUL INSULATION MR MIRROR SF SQUARE FOOT - AN REVIEW COMMENTS 09/15/2015 B.O. BOTTOM OF FA FIRE ALARM INT INTERIOR MS MOP SINK SHTHG SHEATHING L BOT BOTTOM FC FIXTURE CONTRACTOR MTL METAL SIM SIMILAR BRG BEARING FD FLOOR DRAIN J SPEC SPECIFICATION F.V. FIELD VERIFY JT JOINT N STD STANDARD �_ C FCIO FURNISHED BY CONTRACTOR/ NIC NOT IN CONTRACT STL STEEL CIP CAST-IN-PLACE INSTALLED BY OWNER L NO NUMBER CJ CONTROL JOINT FE FIRE EXTINGUISHER LAV LAVATORY NTS NOT TO SCALE T C.L. CENTERLINE FEC FIRE EXTINGUISHER CABINET LKR LOCKERS TGC TENANT GENERAL CONTRACTOR CLG CEILING FIN FINISHED LL LANDLORD 0 T.O. TOP OF CLKG CAULKING FIXT FIXTURE LP LOLL/ & POPS O.D. ON CENTER TYP TYPICAL NORDSTROM CLR CLEAR FLR FLOOR O.D. OUTSIDE DIAMETER CMU CONCRETE MASONRY UNIT FOF FACE OF FINISH M OPG OPENING U CNTR COUNTER FRMG FRAMING MATL MATERIAL OFCI OWNER FURNISHED / U.N.O. UNLESS NOTED OTHERWISE COL COLUMN FS FLOOR SINK MAX MAXIMUM CONTRACTOR INSTALLED COVER SHEET CONC CONCRETE FTG FOOTING MECH MECHANICAL OFOI OWNER FURNISHED/ Y 1:0 CONSTR CONSTRUCTION FURR FURRING MGR MANAGER OWNER INSTALLED VERT VERTICAL CONT CONTINUOUS MFR MANUFACTURER P V.I.F. VERIFY IN FIELD CORR CORRIDOR G MIN MINIMUM - PBD PARTICLE BOARD - CPT CARPET GA GAGE MISC MISCELLANEOUS PLAM PLASTIC LAMINATE CT CERAMIC TILE GALV GALVANIZED MO MASONRY OPENING PLYWD PLYWOOD W/ WITH SHEET NUMBER CTR CENTER GB GRAB BAR MR MIRROR PUT PAINT W/0 WITHOUT TGC TGC MS MOP SINK PT PAINT WD WOOD AO ■ 0 GL GLASS MTL METAL GWB GYPSUM WALL BOARD X XFMR TRANSFORMER NORTH DATE: 09/15/2015 DIVISION 0 - GENERAL AND SPECIAL CONDITIONS DIVISION 5 - METALS 09900 - PAINTING MATERIALS JOB NO: 395-007 00710 - GENERAL CONDITIONS: 05100 - METAL FRAMING DIVISION 9 - FINISHES 09511 SUSPENDED CEILING SYSTEM 09511 SUSPENDED CEILING SYSTEM (CONT) SCALE: AS NOTED 09100 - ACOUSTICAL TREATMENT (IF SPECIFIED ON MATERIALS LIST) 1. SCOPE: 1. GENERAL CONDITIONS OF THE CONTRACT: 1. LIGHT GAUGE METAL FRAMING: SCOPE: A. FURNISH AND APPLY PAINTING AND FINISHING, AS INDICATED CHECKED: 09/15/2015 A. REFER TO LOLU AND POPS FOR GENERAL CONDITIONS OF THE A. ALL STUD FRAMING MEMBERS, RUNNER TRACKS, BRIDGING 1. SCOPE: A PROVIDE SUSPENSION GRID AS SHOWN ON THE DRAWINGS. 6.3 SERVICES WITHIN THE CEILING: AND SPECIFIED COMPLETE. CONTRACT FOR CONSTRUCTION. AND NON-LOAD BEARING STUDS SHALL BE OF TYPE AND A. FURNISH MATERIALS AND LABOR REQUIRED FOR INSTALLATION B. SUSPENSION SYSTEM AND ACOUSTIC PANELS AS LISTED ON REFLECTED 6.3.1 ALL FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED AIR TERMINALS B. PRODUCTS OF BENJAMIN MOORE SPEC. (COMMERCIAL B. THE GENERAL AND SPECIAL CONDITIONS ARE HEREBY MADE A SIZE INDICATED ON DRAWINGS AND GALVANIZED. OF SUSPENDED GYPSUM BOARD CEILINGS AND SUSPENDED CEILING PLAN SHEET, FINISH SCHEDULE, AND RESPONSIBILITY OR OTHER SERVICES SHALL BE POSITIVELY ATTACHED TO THE CEILING GRADE) PART OF AND SHALL APPLY TO THE WORK OF EVERY SECTION B. MATERIALS AND INSTALLATION SHALL BE IN STRICT ACOUSTIC TILE CEILINGS, INDICATED ON THE DRAWINGS, AS SCHEDULE. SUSPENSION SYSTEMS BY MECHANICAL MEANS TO RESIST A HORIZONTAL NO OTHER PAINT SUBSTITUTES/PRODUCT WILL BE © 2015 A&E NATIONAL OR SUB-SECTION OF THESE SPECIFICATIONS. CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS SPECIFIED AND AS NECESSARY TO COMPLETE THE CONTRACT, C. REFER TO DRAWINGS FOR LOCATION OF SPECIFIED MATERIALS AND FINISHES. FORCE EQUAL TO THE WEIGHT OF THE COMPONENT. SCREWS OR APPROVED ACCEPTED. AND SPECIFICATIONS AS APPROVED BY THE OWNER. INCLUDING, BUT NOT LIMITED TO THESE MAJOR ITEMS. FASTENERS ARE REQUIRED. A MINIMUM OF TWO ATTACHMENTS ARE C. PROVIDE FOR 3 MAN-HOURS OF TOUCH-UP PAINTING TO THESE PLANS ARE COPY DIVISION 1 - GENERAL REQUIREMENTS C. MINIMUM 20 GA. LIGHT GAUGE STEEL FRAMING (UNLESS REFERENCE SPECIFICATIONS: REQUIRED AT EACH COMPONENT. OCCUR APPROXIMATELY 1 WEEK AFTER STORE TURNOVER FOR RIGHTED AND ARE 01100 - SPECIAL SERVICES AND INFORMATION: OTHERWISE NOTED ON PLANS). 3 5/S" STEEL STUDS 2. MATERIALS: 1.0 SUSPENSION SYSTEM COMPONENTS: SHALL COMPLY WITH ASTM C635 AND 6.3.2 FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED AIR TERMINALS OR NON-PUNCH LIST ITEMS. COORDINATE WITH OWNER. SPECIFICALLY PROVIDED FOR (UNLESS OTHERWISE NOTED. A. REFER TO FINISH &: MATERIALS LIST SECTION 5.1 OF ASTM E580. OTHER SERVICES WEIGHING LESS THAN OR EQUAL TO 20 LB. SHALL HAVE 1. SCOPE: B. GYPSUM BOARD: AS SPECIFIED IN SECTION 09250. 1.1 THE CEILING GRID SYSTEM MUST BE RATED HEAVY DUTY AS DEFINED BY ONE (1) #12 GAGE SLACK SAFETY WIRE ATTACHED TO THE TERMINAL OR 2. GENERAL: USE OF THE OWNER AND A. WORK OF THE CONTRACT INCLUDES FURNISHING OF ALL LABOR, ASTM C635. DESIGNED FOR CONSTRUCTION MATERIALS, APPLIANCES, TRANSPORTATION AND SERVICES 2. STRUCTURAL METAL FRAMING: C. SUSPENDED DRYWALL FURRINGS: SEE SECTION 09250/#3-G.,H. SERVICE TO THE STRUCTURE ABOVE. A. FIELD CONDmONS: VERIFY DRAWING DIMENSIONS WITH ACTUAL A. STRUCTURAL METAL FRAMING AS PER SPECIFICATIONS ON 1.2 CEILING WIRE SHALL BE CLASS 1 ZINC COATED (GALVANIZED) CARBON 6.3.3 FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED AIR TERMINALS OR FIELD CONDITIONS, INSPECT RELATED WORK AND ADJACENT BY A& E NATIONAL AND REQUIRED FOR SATISFACTORY CONSTRUCTION OF THIS STORE. ARCHITECTURAL DRAWINGS OF THESE DOCUMENTS. 09250 - GYPSUM DRYWALL STEEL CONFORMING TO ASTM A641. WIRE SHALL BE #12 GAGE WITH SOFT OTHER SERVICES WEIGHING MORE THAN 20 LB. BUT LESS THAN OR EQUAL SURFACES. REPORT TO THE OWNER ALL CONDITIONS WHICH B. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND EFFECT 1. STEEL CHANNELS: ASTM A-36 1. SCOPE: TEMPER AND MINIMUM TENSILE STRENGTH = 70 KSI. TO 56 LB. SHALL HAVE TWO (2) #12 GAGE SLACK SAFETY WIRES PREVENT PROPER EXECUTION OF THIS WORK. ARE INTENDED FOR NO OTHER ALL ALTERATIONS ADJUSTMENTS, ETC. TO DELIVER COMPLETE 2. STEEL PLATES: ASTM A-35 A. FURNISH MATERIALS AND PERFORM LABOR REQUIRED TO 1.3 MAIN RUNNERS, CROSS RUNNERS, SPLICES, EXPANSION DEVICES, AND ATTACHED TO THE TERMINAL OR SERVICE TO THE STRUCTURE ABOVE. B. DELIVERS: DELIVER MATERIALS TO THE JOB IN UNOPENED PURPOSE. PERMISSION FOR STORE INSTALLATION TO CONFORM TO CONTRACT DRAWINGS AND 3. NUTS AND BOLTS: ASTM A-307 OR ASTM A-325F EXECUTE THIS WORK AS INDICATED ON THE DRAWINGS, AS INTERSECTION CONNECTORS SHALL BE DESIGNED TO CARRY A MEAN 6.3.4 FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED AIR TERMINALS OR CONTAINERS BEARING MANUFACTURER'S NAME AND PRODUCT USE OF THIS DOCUMENT IN SPECIFICATIONS. 4. SHOP PAINT: SPECIFIED AND AS NECESSARY TO COMPLETE THE ULTIMATE TEST LOAD OF NOT LESS THAN 180 LBS. IN COMPRESSION AND OTHER SERVICES WEIGHING MORE THAN 56 LB. SHALL BE SUPPORTED DESIGNATION CORRESPONDING TO DESIGNATION OF MATERIAL C. THE OWNER RESERVES THE RIGHT TO INSTALL STORE FIXTURE NON-GALVANIZED ITEMS; STANDARD BRAND RUST INHIBITIVE CONTRACT. TENSION PER ASTM E580 SECTION 5.1.2. DIRECTLY FROM THE STRUCTURE ABOVE BY NOT LESS THAN FOUR (4) C. STORAGE: PART OR WHOLE WITHOUT WORK OR TO USE PORTION OF THE CONSTRUCTION AREA AFTER PRIMER, F.S. TT-P-00641, TYPE II TAUT #12 GAGE WIRES ATTACHED TO THE TERMINAL OR SERVICE AND TO STORE IN DRY, CLEAN, WELL VENTILATED AREAS IN A WRITTEN CONSENT OF A& E SUBSTANTIAL COMPLETION BY THE CONTRACTOR. SUCH 5. SHOP PAINT: 2. REFERENCE SPECIFICATIONS: 2.0 SUSPENSION SYSTEM INSTALLATION: SHALL COMPLY WITH ASTM C636 AND THE STRUCTURE ABOVE. THE FOUR (4) TAUT #12 GAGE WIRES, INCLUDING MANNER TO PREVENT DAMAGE OR FIRE, AND IN CLOSED NATIONAL IS PROHIBITED. OCCUPANCY SHALL IN NO WAY IMPLY ACCEPTANCE OF ANY GALVANIZED ITEMS; STANDARD BRAND ZINC DUST, ZINC OXIDE A. EXCEPT AS MAY BE MODIFIED BY THESE SPECIFICATIONS AND SECTION 5.2 OF ASTM E580. THEIR ATTACHMENT TO THE STRUCTURE ABOVE, MUST BE CAPABLE OF CONTAINERS. REMOVE EMPTY CONTAINERS AND PAINT SOILED PART OF THE WORK. PRIMER, F.S. TT-P-00641, TYPE 1. APPLICABLE LAWS AND ORDINANCES AT THE PLACE OF 2.1 #12 GAGE HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING A 4 SUPPORTING FOUR 4 TIMES THE WEIGHT OF THE UNIT. OR OILY RAGS FROM THE SITE AT THE END OF EACH D. TGC SHALL MAINTAIN ONE SUPERINTENDENT ON ( ) , BUILDING INSTALL THIS WORK TO CONFORM TO THE SITE AT ALL TIMES. SUPERINTENDENT SHALL WORK EXCLUSIVELY 6. STRUCTURAL STUDS: � FOOT BY 4 FOOT GRID SPACING AND SHALL BE ATTACHED TO MAIN 6.4 OTHER DEVICES WITHIN THE CEILING: DAYS WORK. ON THIS PROJECT FROM START OF CONSTRUCTION THROUGH PUNCHED OR UNPUNCHED 16 GAUGE STEEL HAVING A MIN. REQUIREMENTS OF "STANDARD SPECIFICATIONS FOR GYPSUM RUNNERS. 6.4.1 ALL LIGHTWEIGHT MISCELLANEOUS DEVICES, SUCH AS STROBE LIGHTS, D. COLORS AND GLOSS: STORE OPENING, AND WILL PROVIDE OWNER WITH TELEPHONE, YIELD POINT OF 50,000 P.S.I., THICKNESS AS INDICATED WALLBOARD INTERIOR FINISHES", AS APPROVED BY THE 2.2 PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS OCCUPANCY SENSORS, SPEAKERS, EXIT SIGNS, ETC., SHALL BE ATTACHED AS SELECTED AND APPROVED BY THE OWNER. NO EXTRA FACSIMILE, AND PAGER ACCESS 24 HOURS PER DAY FOR AMERICAN NATIONAL STANDARD INSTITUTE AS ANSI #A97.1. RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN TO THE CEILING GRID PER SECTION 6.3.1. IN ADDITION, DEVICES WEIGHING WILL BE ALLOWED FOR SPECIAL OR DEEP TONE COLORS. DURATION OF PROJECT. 3. METAL FASTENING: ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS MORE THAN 10 LBS. SHALL HAVE A #12 GAGE SLACK SAFETY WIRE E. SAMPLES: A. POWDER ACTUATED FASTENERS: 3. MATERIALS: LEAST, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES AREWHEN MATERIALS ARE REQUESTED, SUBMIT SAMPLES, USING ANCHORED TO THE STRUCTURE ABOVE PER SECTION 6.2.2. DEVICES I /!!;cl 2. OCCUPANCY DURING CONSTRUCTION: MINIMUM 7/32" DIAMETER. SHOT THROUGH 1-1/2" EMBED W/ A. GYPSUM WALLBOARD: NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES WEIGHING MORE THAN 20 LBS. SHALL BE SUPPORTED FROM THE MATERIALS APPROVED FOR THE PROJECT, OF EACH COLOR A. THE ADJACENT STORES INTEND TO REMAIN IN BUSINESS 1/8" WASHER. WHERE ATTACHING STUD RUNNER TRACKS, TAPERED EDGE SHEET CONFORMING TO ASTM C36; 5/S" OR LESS. STRUCTURE ABOVE PER SECTION 6.3.4. AND PAINT FINISH SELECTED BY THE OWNER. PREPARE A& E NATIONAL THROUGHOUT THE WORK. PROTECTION OF THE PUBLIC AND OF MAXIMUM SPACING SHALL NOT EXCEED 2'-0" O.C. MINIMUM THICKNESS UNLESS NOTED OTHERWISE. USE TYPE X" ONE 2.3 CEILING GRID MEMBERS SHALL BE ATTACHED TO TWO (2) ADJACENT WALLS DUPLICATE SAMPLES B 1/2" x 11", SHOWING SUCCESSIVE STORE EMPLOYEES SHALL BE THE RESPONSIBILITY OF THE OF TWO (2) POWDER ACTUATED FASTENERS PER RUNNER HOUR BOARD THROUGHOUT. USE TYPE W/R, CONFORMING TO PER ASTM E580, SECTION 5.2.3. CEILING GRID MEMBERS SHALL BE AT COATINGS. FOR TRANSPARENT AND STAINED FINISHES, A & E NATIONAL CONTRACTOR. SUCH PROTECTION SHALL BE ACCOMPLISHED BY TRACK. ASTM C630. WHERE NOTED AND WHEN REQUIRED BY LEAST 3/4 INCH CLEAR OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO 7.0 INSTALL LAY-INCEILING TILES IN COORDINATION WITH SUSPENSION PREPARE SAMPLES ON SPECIES AND QUALITY OF WOOD USED TEMPORARY BARRICADES AND THE LIKE. CODE, BEHIND ALL CERAMIC TILE AND MASONRY VENEER, AND CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNERS SYSTEM, WITH EDGES CONCEALED BY SUPPORT OF SUSPENSION, IN WORK. ARCHITECTURE 4. INSTALLATION OF METALS: AT ALL TOILET ROOMS. SHOULD BE FREE, AND A MINIMUM OF 3/4 INCH CLEAR OF WALL. MEMBERS, SCRIBE AND CUT PANELS TO FIT ACCURATELY AT BORDERS F. ENVIRONMENT CONDITIONS: 3. PERMITS: A. INSTALLATION OF METALS SHALL CONFORM TO DETAILS GYPSUM WALLBOARD FINISH SHALL CONFORM TO 2.4 THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE AND PENETRATIONS. APPLY NO PAINT IN RAIN, FOG OR MIST WHEN THE OF OREGON , P.C. A. ALL PERMITS REQUIRED, UNLESS SPECIFIED OTHERWISE, SHALL BE PROVIDED. REQUIREMENTS OF "RECOMMENDED SPECIFICATION FOR LEVELS NOT LESS THAN TWO INCHES. GRID SYSTEMS WITH SPECIALTY OR TEMPERATURE IS BELOW 55 DEGREES FAHRENHEIT. INSURE OBTAINED AND PAID FOR BY CONTRACTOR. (PERMIT FEES TO BE 5. GALVANIZED INSULATION: OF GYPSUM BOARD FINISH" OF THE GYPSUM ASSOCIATION. PROPRIETARY ANGLES AND SUPPORT CLIPS MAY BE ACCEPTABLE WITH 8.0 INSTALL HOLD-DOWN CLIPS AT ALL CEILING TILES. PROPER VENTILATION DURING ALL INTERIOR PAINTING. 1812 NORTH 203rd STREET REIMBURSED BY THE OWNER) A. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. PUBLICATION GA-Z14-07 PRIOR APPROVAL. G. HARDWARE: ELKHORN, NE 68022 6. WELDING: INSURE THAT HARDWARE IS REMOVED BEFORE PAINTING IS B. ALL INSPECTIONS REQUIRED. UNLESS SPECIFIED OTHERWISE. A. PERFORM ALL WELDING IN CONFORMANCE WITH AWS RUCTURAL WELDING CODE 2.5 AT THE PERIMETER OF THE CEILING AREA, WHERE MAIN OR CROSS STARTED AND REPLACED ONLY WHEN PAINT FINISHES ARE PH: 402-614 4434 SHALL BE OBTAINED AND PAID FOR BY CONTRACTOR. STANDARDS AWS D1.1 STAT STOCK ROOM RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE THOROUGHLY DRY. FITTING, REMOVAL AND REINSTALLATION FAX: 402-614-4431 LEVEL 3: ALL JOINTS AND INTERIOR ANGLES SHALL HAVE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO PREVENT OF FINISH HARDWARE IS SPECIFIED IN FINISH CARPENTRY AND 4. TEMPORARY FACILITIES: TAPE EMBEDDED IN JOINT COMPOUND AND WIPED WITH A LATERAL SPREADING. A METAL SPREADER STRUT OR A #16 GAGE WIRE MILLWORK SECTIONS. A. ELECTRIC, WATER AND TOILET SERVICES REQUIRED IN THE DIVISION 6 - WOOD AND PLASTICS JOINT KNIFE LEAVING A THIN COATING OF JOINT COMPOUND WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED PERFORMANCE OF THE CONTRACT SHALL BE FURNISHED AND 06200 - CARPENTRY AND MILLWORK OVER ALL JOINTS AND INTERIOR ANGLES. FASTENER HEADS AND PLACED WITHIN EIGHT 8 INCHES OF THE WALL. WHERE THE H. COATS: PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL ALSO AND ACCESSORIES SHALL BE COVERED WITH A COAT OF ( ) 2 COATS MINIMUM ACCEPTABLE. IF FULL EVEN COVERAGE PROVIDE FIRE EXTINGUISHER AS REQUIRED BY THE FIRE DEPT. 1. INCLUDED (BUT NOT LIMITED TO): JOINT COMPOUND. TOOL MARKS AND RIDGES ARE PERPENDICULAR DISTANCE FROM THE WALL THE FIRST PARALLEL IS NOT OBTAINED WITH THE 2 COATS, APPLY AT NO EXTRA RUNNER IS EIGHT (8) INCHES OR LESS, THIS S INTERLOCK IS NOT REQUIRED. COST, SUCH COATS AS ARE NECESSARY TO PRODUCE THE DURING CONSTRUCTION. TEMPORARY TELEPHONE LINES SHALL A. ROUGH CARPENTRY INCLUDING ALL WOOD STUDS; FURRING, ACCEPTABLE. JOINT COMPOUND APPLIED OVER THE BODY OF REQUIRED FINISH, AS APPROVED BY THE OWNER. BE ON JOB SITE WITHIN 48 HOURS OF BEGINNING WORK. BLOCKING, GROUNDS, ROUGH FRAMES, WOOD CURBS, BUCKS, THE TAPE AT THE TIME OF TAPE EMBEDMENT SHALL BE 3.0 EXPANSION JOINTS, SEISMIC SEPARATION JOINTS, AND PENETRATIONS: J. PROTECTION: NAILERS, BACKING, FIXTURE FRAMING, EQUIPMENT SUPPORTS, CONSIDERED A SEPARATE COAT OF JOINT COMPOUND AND 3.1 PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS AND OTHER PROTECT FLOOR AND ALL ADJACENT SURFACES FROM PAINT 5. ADDENDA TO SPECIFICATIONS: ETC. AS DETAILED. SHALL SATISFY THE CONDITIONS OF THIS LEVEL. SIMILAR DEVICES THAT ARE NOT INTEGRALLY TIED TO THE CEILING SYSTEM SMEARS, SPATTERS AND DROPPINGS. USE DROP CLOTHS TO A. BULLETINS AND INSTRUCTIONS ISSUED BY THE OWNER DURING IN THE LATERAL DIRECTION SHALL HAVE A TWO (2) INCH OVERSIZED RING, PROTECT FLOORS. COVER FIXTURES AND REMOVE HARDWARE THE PERIOD OF BIDDING WILL BE INCORPORATED IN THE 3. MATERIALS: AT SALES AREA AND OTHER PUBLIC AREAS PROVIDE: SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE NOT TO BE PAINTED. MASK OFF AREAS WHERE REQUIRED. CONTRACT DOCUMENTS BY MEANS OF ADDENDA TO THE A. FRAMING LUMBER: LEVEL 4 & 5: ALL JOINTS AND INTERIOR ANGLES SHALL HAVE MOVEMENT OF ONE (1) INCH IN ALL HORIZONTAL DIRECTIONS. K. DRY WALL NORMAL USE AND ATMOSPHERIC CONDITIONS. SPECIFICATIONS. DOUG. FIR OR SOUTHERN PINE GRADED PER WCLIB GRADING TAPE EMBEDDED IN JOINT COMPOUND AND TWO SEPARATE RULES, NO. 16. 1970 ED. COATS OF JOINT COMPOUND OVER ALL FLAT JOINTS AND ALTERNATIVELY, PER ASTM E580, SECTION 5.2.8.5, A FLEXIBLE SPRINKLER L REFER TO FINISH SCHEDULE FOR BASE PAINT COLORS 6. TESTS AND INSPECTIONS: B. CONSTRUCTION LUMBER: SEPARATE COAT OF JOINT COMPOUND APPLIED OVER INTERIOR HOSE FITTING THAT CAN ACCOMMODATE ONE (1) INCH OF CEILING A. ALL TESTS AND INSPECTIONS. OF ANY KIND, REQUIRED "CONSTRUCTION" GRADE. ANGLES. FASTENER HEADS AND ACCESSORIES SHALL BE MOVEMENT SHALL BE PERMITTED TO BE USED IN LIEU OF THE OVERSIZED 3. MATERIALS: HEREINAFTER IN THE SPECIFICATIONS, AND WHICH INVOLVE C. PLYWOOD: COVERED WITH THREE SEPARATE COATS OF JOINT COMPOUND. RING, SLEEVE, OR ADAPTER. A. REVIEW THE PAINT AND FINISH SCHEDULES WITH THE OWNER, EXPENSE, SHALL BE PAID BY THE CONTRACTOR. D.F. AS PER PS 1-95 (EXTERIOR GLUE) GROUP 2 INTERIOR A THIN SKIM COAT OF JOINT COMPOUND TROWEL APPLIED, OR AND SUBMIT COMPLETE UST OF MATERIALS PROPOSED FOR UNDERLAYMENT. A MATERIAL MANUFACTURED ESPECIALLY FOR THIS 4.0 LATERAL FORCE BRACING: LATERAL FORCE BRACING IS REQUIRED PER THIS THE WORK, USING THE HIGHEST GRADE MATERIAL AVAILABLE 7. PROTECTION OF WORK IN PLACE: PURPOSE AND APPLIED IN ACCORDANCE WITH THE SECTION FOR ALL CEILING AREAS. FROM THE MANUFACTURER. A. ALL WORK IN PLACE SHALL BE ENCLOSED WITH ADEQUATE 4. TREATED LUMBER AND PLYWOOD: MANUFACTURERS RECOMMENDATIONS, SHALL BE APPLIED TO 4.1 PROVIDE LATERAL FORCE BRACING ASSEMBLIES CONSISTING OF A B. EMPLOY COATS AND UNDERCOATS FOR ALL TYPES OF PROTECTION. PERMANENT OPENINGS USED AS THOROUGHFARES A. ALL LUMBER AND PLYWOOD SHALL BE PROVIDED WITH A THE ENTIRE SURFACE. THE SURFACE SHALL BE SMOOTH AND COMPRESSION STRUT AND FOUR (4) #12 GAGE SPLAYED BRACING WIRES FINISHES IN STRICT ACCORDANCE WITH THE FOR THE INTRODUCTION OF WORK AND MATERIALS TO THE MINIMUM FIRE RETARDANT RATING OF CLASS III FREE OF TOOL MARKS AND RIDGES. ORIENTED 90 DEGREES FROM EACH OTHER. RECOMMENDATIONS OF THE MANUFACTURERS OF BENJAMIN STRUCTURE SHALL HAVE HEADS, JAMBS AND SILLS WELL B. JOINT REINFORCING TAPE, ADHESIVE AND METAL CORNER 4.2 LATERAL FORCE BRACING ASSEMBLIES SHALL BE SPACED FOR ALL VALUES MOORE PAINTS. 4111111111110- BLOCKED AND BOARDED. REPAIR ALL DAMAGED EXISTING WORK. DIVISION 7 - THERMAL AND MOISTURE PROTECTION REINFORCEMENT: OF THE COMPONENT IMPORTANCE FACTOR (IP) OF THE CEILING. THERE 07920 - SEALANTS. CAULKING AND SEAL STANDARD PRODUCTS RECOMMENDED BY THE MANUFACTURER SHALL BE A BRACE ASSEMBLY A DISTANCE OF NOT MORE THAN ONE HALF 4. CONDITION A SURFACES: om 8. GUARANTEES: (SEE CERAMIC TILE SPECIFICATION, 09300 OF THE GYPSUM WALLBOARD USED IN THE WORK. OF THE ABOVE SPACING FROM EACH SURROUNDING WALL, EXPANSION A GENERASURFACES: ALL SURFACES TO RECEIVE PAINT SHALL BE CLEAN, DRY, A. CONTRACTOR SHALL GUARANTEE THE WORK OF EACH TRADE AND PROVIDE CAULKING AS REQ'D TO INSURE MOISTURE PROTECTION C. FASTENERS: SELF-DRILLING, SELF-TAPPING, COUNTERSUNK JOINT AND AT THE EDGES OF ANY CEILING VERTICAL OFFSET. y THE ENTIRE WORK FOR AT LEAST ONE (1) YEAR. INCLUDING BUT NOT LIMITED TO THE FOLLOWING AREAS: BUGLE HEAD DRYWALL SCREWS, FOR ATTACHMENT OF 4.3 THE SLOPE OF BRACING WIRES SHALL NOT EXCEED 45 DEGREES FROM SMOOTH AND DUST FREE BEFORE APPLICATION OF ANY cn A. AROUND TOILET FIXTURES, PIPE PENETRATIONS, ETC. WALLBOARD TO METAL STUDS OR METAL STUD TO METAL THE PLANE OF THE CEILING AND WIRES SHALL BE TAUT. SPLICES IN WIRES MATERIAL PREPARE SURFACES AS FOLLOWS. W 9. CLEANING: MATERIALS: STUD. ARE NOT PERMITTED WITHOUT APPROVAL. B WO SAND SMOOTH AND REMOVE DUST. FILL OPEN JOINTS, Z O A. THE CONTRACTOR AND SUBCONTRACTORS SHALL FROM TIME TO B. REFER TO CERAMIC TILE SPECIFICATION. 09300. D. MAIN SUSPENSION RUNNERS: 4.4 COMPRESSION STRUTS SHALL BE ADEQUATE TO RESIST THE VERTICAL v SIONS CRACK NAIL HOLES ANPETS TIME REMOVE ALL DIRT AND RUBBISH CAUSED BY THEIR WORK, 16 GAUGE COLD ROLLER STEEL CHANNELS 1 1/2", WEIGHING COMPONENT INDUCED BY THE BRACING WIRES, AND SHALL NOT BE MORE D OTHER OR DEPRES ■ FROM THE BUILDING AND THE SITE. AT COMPLETION OF THE DIVISION 8 - DOORS AND FRAMES 475 LBS.j100 LINEAR FEET. THAN ONE (HORIZONTAL) IN SIX (VERTICAL) OUT OF PLUMB. FLUSH AND SMOOTH 'MTH PUTTY OR WOOD DOUGH AFTER W y WORK, THOROUGHLY CLEAN INTERIOR AND EXTERIOR OF THE 08100 - METAL DOORS AND FRAMES E. HANGER WIRE: PRIMING. COLOR PUTTY TO MATCH FINISH PAINT COAT. W C. BUILDING. ALL GLASS SHALL BE WASHED CLEAN AT 8 GAUGE MINIMUM, GALVANIZED ANNEALED LOW CARBON 5.0 ATTACHMENT OF HANGER AND BRACING WIRES: TOUCH UP KNOTS OR SAP STREAKS WfiH SHELLAC OR OTHER APPROVED SEALER COMPLETION. ALL FLOORS AND MILLWORK SHALL BE i. HOLLOW METAL DOORS: STEEL WIRE 5.1 FASTEN HANGER WIRES WITH NOT LESS THAN THREE (3) TIGHT TURNS IN BEFORE PRIMING. y THOROUGHLY CLEANED AND FREE OF ANY CONSTRUCTION DEBRIS. A. HOLLOW METAL DOORS: F. DRYWALL FRAMING CHANNELS: THREE (3) INCHES. HANGER WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND C. PRIMED FERROUS METAL: TGC TO PROVIDE FINAL CLEANING PRIOR TO STORE OPENING. FLUSH TYPE. THICKNESS AS INDICATED ON THE DOOR ROLLED FORMED 25 GAUGE MINIMUM ELECTRO-GALVANIZED SHARPLY BENT TO PREVENT ANY VERTICAL MOVEMENT OR ROTATION OF REMOVE ALL FOREIGN MATTER TOUCH-UP ABRASIONS WITH � Z SCHEDULE, FORMED OF TWO SHEETS OF #18 GAUGE STEEL STEEL HAT SECTION WITH WING FLANGES. THE MEMBER WITHIN THE LOOPS (SEE ASTM E580, SECTION 5.2.7.2). FERROUS METAL PRIMER. O 0 G$ 10. THE TERM "OR EQUAL" G. FURRING CLIPS: WITH #20 GAUGE VERTICAL REINFORCING MEMBERS cc 5.2 FASTEN BRACING WIRES WITH FOUR (4) TIGHT TURNS. MAKE ALL TIGHT D. UNPRIMED FERROUS METAL: A. WHEREVER TERM "OR EQUAL" IS USED, IT SHALL MEAN EQUAL EXTENDING FULL HEIGHT OF DOOR. SPACED NOT OVER 6" ON DRYWALL FURRING CHANNEL CLIPS. TURNS WITHIN A DISTANCE OF ONE AND ONE-HALF (1-1/2) INCHES. REMOVE ALL RUST, MILL SCALE, AND FOREIGN MATTER BY 14 w mi PRODUCT AS APPROVED IN WRITING BY THE OWNER. H. TIE WIRE: 5.3 HANGER OR BRACING WIRE ANCHORED TO THE STRUCTURE SHOULD BE WIRE BRUSHING, SCRAPING, SANDBLASTING, OR SOLVENT, AS 9■ mi CEMERS AND UNIFORMLY SPOT WELDED AT 4" CENTERS. 18 GAUGE MINIMUM, GALVANIZED DOUBLE-ANNEALED WIRE. VERTICAL SEAMS AT DOOR AND FILLED WITH MINERAL FILLER INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR REQUIRED TO PROVIDE A CLEAN SMOOTH SURFACE. i C2 Q 11. EQUIPMENT UNDER THIS CONTRACT AND FURNISHED BY OTHERS: AND FINISHED FLUSH AND EDGES: WELDED AT MAXIMUM OF 09650 - RESILIENT FLOORING AND BASE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE. E. GYPSUM BOARD: '. .! A. IT SHALL BE THE RESPONSIBILITY OF THE TGC 2" SPACING, GROUND SMOOTH. 5.4 SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST SIX (6) REMOVE ALL FOREIGN MATTER. FILL ALL PITS, FLUSH AND W ■ TO ACQUAINT HIMSELF WITH THE DIMENSIONS OF ALL EQUIPMENT 2. HOLLOW METAL FRAMES: 1. SCOPE: INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. SMOOTH WITH SPACKLE. NO IMPERFECTIONS (DENTS, PITS, UNDER HIS CONTRACT SO THAT PREPARATIONS CAN BE MADE TO 5.5 HANGER WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING BUBBLES, SCRATCHES, LINT, ROLLER MARKS, ETC.) WILL BE cc PROVIDE ENTRY INTO THE BUILDING WITH SUFFICIENT CLEARANCES A. FRAMES: A. RUBBER BASE. AND SO ADEQUATE FLOOR AREA IS AVAILABLE. COMBINATION TYPE WITH BUCK, FRAME AND TRIM FORMED TO MATERIAL OR EQUIPMENT. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY ACCEPTED IN FINAL FINISH OF DRYWALL AND/ OR PAINT. INDICATED DESIGN AND FABRICATION FROM #16 GAUGE STEEL. 2. GENERAL: SUPPORT MEMBERS AT OBSTRUCTIONS TO TYPICAL HANGER SPACING. CONSTRUCT FRAMES WITH WELDED MITERED CORNERS; WELDS A. FIELD CONDITIONS: PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL 5. PRIMING: 0+ 12. PROGRESS: GROUND SMOOTH ON EXPOSED SURFACES, FRAMES SHALL VERIFY DRAWING DIMENSIONS WITH ACTUAL FIELD CONDITIONS. CEILING BREAKS, SOFFITS, OR DISCONTINUOUS AREAS. A. WOOD: A. THE CONTRACTOR SHALL CAUSE THE WORK TO BE DILIGENTLY HAVE INTEGRAL STOPS EXCEPT WHERE DETAILED OTHERWISE. INSPECT RELATED WORK AND ADJACENT SURFACES. REPORT 5.6 HANGER WIRES THAT ARE MORE THAN ONE (HORIZONTAL) IN SIX (VERTICAL) PURSUED TO THE ENTIRE COMPLETION. SHOULD THE BEFORE INSTALLATION, PRIME AND BACK-PRIME ALL ITEMS 0 CONTRACTOR FAIL TO SUPPLY A SUFFICIENCY OF WORKERS OR CONDITIONS WHICH PREVENT PROPER EXECUTION OF THIS OUT OF PLUMB SHALL HAVE COUNTER-SLOPING WIRES. PERIMETER HANGER PARTIALLY OR COMPLETELY CONCEALED IN THE FINISH WORK. MATERIALS OR FAJL TO MAKE TIMELY ARRANGEMENTS WHICH MAY 08335 - OVERHEAD COILING GRILLES WORK. WIRES AT MAIN RUNNERS THAT ARE POSITIVELY ATTACHED TO THE USE FACTORY-MIXED PRIMER. FOR WOOD HAVING A STAINED BE REQUIRED FOR PROGRESS, THEN THE CONTRACTOR SHALL A. GENERAL: PROVIDE OVERHEAD COILING GRILLES WITH ACCESSORIES AS B. DELIVERY: PERIMETER CLOSURE ANGLE, COUNTER-SLOPING IS OPTIONAL OR TRANSPARENT FINISH USE 'VARATHANE' ELITE DIAMOND PROVIDE EVIDENCE SATISFACTORY TO THE OWNER PROJECT REQUIRED FOR COMPLETE OPERATIONAL INSTALLATION. DELIVER ALL MATERIALS IN THEIR ORIGINAL UNOPENED NOTE: SEE ASTM C636, FIGURE 1, FOR COUNTER-SLOPING METHODS. FINISH, CLEAR GLOSS, THREE COATS MINIMUM. B. MANUFACTURERS: METRO DOOR J925, ALUMA TEC PACIFIC PRODUCTS CONTAINERS WITH PRODUCT IDENTIFICATION CLEARLY LEGIBLE 5.7 WHEN CONNECTION DETAILS DIFFER FROM THOSE IN THE ATTACHED MANAGER THAT SAID DEFICIENCIES ARE DUE TO CAUSES AND CORNEL. TYPE: ALUMINUM, STRAIGHT LINK, ELECTRICALLY ON EACH CONTAINER. FIGURES, ATTACHMENT OF BRACING WIRES TO THE STRUCTURE ABOVE AND 6. APPLICATION: BEYOND THE CONTRACTOR'S CONTROL. UNLESS THE OPERATED TYPE, WITH SAFETY RELEASE FOR EMERGENCY EXITING. C. STORAGE: TO THE MAIN RUNNERS SHALL BE ADEQUATE FOR THE LOAD IMPOSED. THE A. APPLY MATERIAL EVENLY, FREE FROM SAGS, RUNS, CRAWLS, CONTRACTOR PROVIDES SUCH EVIDENCE, THE OWNER SHALL C. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS STORE IN CLEAN, DRY SPACES IN A MANNER TO PREVENT WEIGHT (WP) SHALL BE TAKEN AS NOT LESS THAN FOUR (4) PSF FOR HOLIDAYS OR DEFECTS. MIX TO PROPER CONSISTENCY, BRUSH HAVE THE RIGHT, AFTER ONE DAY NOTICE IN WRITING, MAKE DAMAGE FROM ANY CAUSE. CALCULATING SEISMIC FORCES (FP). OUT SMOOTH, LEAVING MINIMUM OF BRUSHMARKS, ENAMEL AND SUCH ARRANGEMENTS AND SUPPLY SUCH WORKERS ANDD 08700 - HARDWARE D. TEMPERATURE: 5.8 WHEN DRILLED-IN CONCRETE ANCHORS OR POWER ACTUATED FASTENERS VARNISH UNIFORMLY ROLLED ON. MATERIALS AT THE CONTRACTOR'S EXPENSE. THE SAME 1. SCOPE: BEFORE, DURING AND AFTER INSTALLATION, MAINTAIN SPACES ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES, 1 OUT OF 10 B. APPLY PAINT BY BRUSHES, ROLLER OR SPRAY. RELATIONSHIP SHALL EXIST BETWEEN THE TGC A. FURNISH ALL FINISH HARDWARE REQUIRED TO COMPLETE THE TO RECEIVE THIS WORK AT THE TEMPERATURES WIRE/ANCHOR ASSEMBLIES MUST BE FIELD TESTED FOR 200 LBS. IN C. TINT ALL PIGMENTED UNDERCOATS TO APPROXIMATELY SAME . AND ALL THE SUBCONTRACTORS. WORK AS INDICATED ON THE DRAWINGS AND AS HEREIN RECOMMENDED BY THE MANUFACTURER. TENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACING SHADE AS FINAL COAT. PERCEPTIBLY INCREASE THE DEPTH OF SPECIFIED. PROVIDE ALL TRIM, ATTACHMENTS AND E. CONCRETE SLAB TO BE PATCHED, REPAIRED AND PREPARED WIRES, 1 OUT OF 2 WIRE/ANCHOR ASSEMBLIES MUST BE FIELD TESTED SHADE IN SUCCESSIVE COATS. 13. ROOF DECK PENETRATIONS: FASTENINGS SPECIFIED OR REQUIRED FOR PROPER AND TO RECEIVE NEW FLOOR FINISHES. FOR 440 LBS. IN TENSION IN THE DIRECTION OF THE WIRE. POWER D. ALLOW EACH COAT TO THOROUGHLY DRY BEFORE SUCCEEDING A. CONTRACTOR WILL BE REQUIRED TO CONTRACT WITH THE COMPLETE INSTALLATION. INCLUDE ALL HARDWARE UNDER ACTUATED FASTENERS IN CONCRETE ARE NOT PERMITTED FOR BRACING COAT APPLICATION. FOR OIL PAINTS, ALLOW AT LEAST 48 CENTER'S ROOFER FOR ALL PENETRATIONS OF THE ROOF DECK THIS SECTION OF THE SPECIFICATIONS THAT IS NOT SPECIFIED 3. INSTALLATION: WIRES. HOURS BETWEEN COATS OF EXTERIOR WORK, EXCEPT WHERE BY ELECTRICAL, PLUMBING AND MECHANICAL IN OTHER SECTION, WHETHER OR NOT SUCH HARDWARE IS A. INSTALL BASE IN LONGEST SECTIONS POSSIBLE. MINIMIZE NOTE: DRILLED-IN ANCHORS OR POWER ACTUATED FASTENERS REQUIRE OTHERWISE RECOMMENDED BY THE MANUFACTURER. HEREIN SPECIFICALLY SCHEDULED. CUTS BETWEEN CORNERS. THOROUGHLY BOND BASE TO AHJ APPROVAL PRIOR TO USE IN PRESTRESSED CONCRETE. E. FINISH ALL FOUR EDGES OF DOORS WITH SAME NUMBER AND 14. SCHEDULING AND PROCEDURES: BACKING SURFACE WITH BOTTOM EDGE UNIFORM CONTACT KIND OF COATINGS AS SPECIFIED FOR THEIR MAIN SURFACES. A. CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULING, 2. LOCK STRIKE: WITH FLOORING SURFACE. MAKE ALL JOINTS TIGHT, THE 6.0 CEILING FIXTURES, TERMINALS, AND DEVICES: ALL FIXTURES, TERMINALS, AND WHERE OPENINGS INTO ROOMS HAVING DIFFERENT FINISHES, PROCESS AND PROCEDURES WITH OWNER. A. ALL LOCK STRIKES SHALL BE BOXED, AND SHALL HAVE A SURFACE ALIGNED. OTHER DEVICES SHALL BE MOUNTED IN A MANNER THAT WILL NOT FINISH DOOR EDGES AS DIRECTED. CURVED LIP OF SUFFICIENT LENGTH TO PROTECT THE TRIM B. LEAVE ALL SURFACES FREE OF ADHESIVE, SOIL AND COMPROMISE CEILING PERFORMANCE IN ACCORDANCE WITH SECTION F. DO NOT PAINT FACTORY FINISHED ITEMS UNLESS SPECIFICALLY 15. BARRICADE AND PROTECTION AND/ OR JAMB. CONSTRUCTION STAINS, BUT APPLY NO MAINTENANCE 13.5.6.2.2(5) OF ASCE 7-10 AND ASTM E580 SECTIONS 5.3 AND 5.4. DIRECTED. A. SEE DETAILS AND NOTES ON SHEET A0.3. FINISHES. CLEAN FLOORS SOILED PRIOR TO ACCEPTANCE 6.1 CEILING PANELS SHALL NOT SUPPORT ANY LIGHT FIXTURES, AIR G. PAINT VISIBLE SURFACES OF METAL DUCTS AND VENTS. DIVISION 2 - SITE WORK 3. DOOR CLOSERS: OF PROJECT AT NO ADDITIONAL EXPENSE TO THE OWNER. TERMINALS OR DEVICES. H. FINISH MILL OR SHOP PRIMED ITEMS 'MTH MATERIALS 02050 - DEMOLITION A. FURNISH DOOR CLOSER SIZES PER HARDWARE SCHEDULE. COMPATIBLE WITH PRIME COAT. 4. POLISH AND PROTECTION: 6.2 LIGHT FIXTURES: J. MECHANICAL AND ELECTRICAL WORK IN EXPOSED AREAS 1. SPACE PREPARATION: 4. DOOR HARDWARE: A. COVER TRAFFIC LANES WITH PROTECTION PAPER. PROVIDE 6.2.1 ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE CEILING INCLUDE THAT PORTION OF DUCT WORK OR PLENUM SPACE A. THE CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF A. THE HAND LOCK SHALL BE AS INDICATED ON THE DRAWINGS. ADDITIONAL FORMS OF PROTECTION WHEN REQUIRED BY JOB SUSPENSION SYSTEMS BY MECHANICAL MEANS TO RESIST A HORIZONTAL AND THE INTERIOR OF WHICH IS VISIBLE THROUGH THE GRILLES. MAKING THE SPACE COMPLETELY READY FOR NEW IF DOOR HAND IS CHANGED DURING CONSTRUCTION, CONDITIONS. FORCE EQUAL TO THE WEIGHT OF THE FIXTURE. SCREWS OR APPROVED 1. SHOP PRIMED METAL SURFACE OF ALL MECHANICAL AND ,¢ED ,,R(- CONTRACTOR SHALL MAKE NECESSARY CHANGES IN B. APPLY A UNIFORM COATING OF POLISH TO ALL SURFACES. FASTENERS ARE REQUIRED. A MINIMUM OF TWO ATTACHMENTS ARE ELECTRICAL EQUIPMENT SHALL RECEIVE TWO FINISH COATS OF �`t 'ef CONSTRUCTION TO BEGIN. THE OWNER SHALL NOT BE HARDWARE AT NO ADDITIONAL EXPENSE TO THE OWNER. AVOID EXCESS MATERIAL RESULTING IN PUDDLES. WHEN PAINT TO MATCH ADJOINING WALL OR CEILING SURFACES. ~ �' CHARGED EXTRA FOR ANY DEMOLITION OR COSTS OF ANY REQUIRED AT EACH LIGHT FIXTURE, PER ASTM E580, SECTION 5.3.1. O ROBERT � B. ALL DOOR HARDWARE SHALL BE IN COMPLIANCE WITH ADAAG THOROUGHLY DRY, MACHINE BUFF. 6.2.2 LIGHT FIXTURES WEIGHING LESS THAN OR EQUAL TO 10 LB. SHALL HAVE A PRIME COAT, IN ADDITION TO ABOVE, ON ALL UNPRIMED W (� KIND TO PREPARE THE SPACE FOR NEW WORK. SECTION 4.13 FOR HANDICAPPED ACCESSIBLE DOOR C. IMMEDIATELY PRIOR TO FINAL INSPECTION OF THE BUILDING, SURFACES, PRINCIPAL ITEMS OF THIS WORK INCLUDE INTERIOR FECHTMEISTER,� HARDWARE REMOVE PAPER AND OTHER PROTECTION, APPLY SECOND MINIMUM OF ONE (1) #12 GAGE SLACK SAFETY WIRE CONNECTED FROM OF HOSE CABINETS, AIR GRILLES, CEILING DIVISORS, ELECTRICAL THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. • OMAHA, 2. A. REFER AND PREPARATION: COAT OF POLISH AND MACHINE BUFF. PANELS, TELEPHONE PANELS, ACCESS PANELS, CONDUIT, cP NEBRASKA � A. REFER TO DEMOLITION SPECIFICATIONS AND NOTES. 6.2.3 LIGHT FIXTURES WEIGHING GREATER THAN 10 LB. BUT LESS THAN OR �' S 1 O 5. FINISH OF HARDWARE: EQUAL TO 56 LBS. MAY BE SUPPORTED DIRECTLY ON THE CEILING OUTLLf AND PULL BOXES, DUCTS AND PIPES. y„` 5 1, 0 DIVISION 3 - CONCRETE: A. THE FINISH OF THE HARDWARE SHALL BE AS NOTED ON 09300 -TILE RUNNERS, BUT THEY SHALL HAVE A MINIMUM OF TWO (2) #12 GAGE 2. ALL OTHER MECHANICAL EQUIPMENT EXPOSED TO VIEW, SUCH il{/� DOOR SCHEDULE AS COVERED AND 03300 - CAST-IN-PLACE CONCRETE SLACK SAFETY WIRES CONNECTED FROM THE FIXTURE HOUSING AT UNCOVERED PIPING AND DUCTWORK, PUMPS, 1. TILE: CTURE ABOVE. COMPRESSORS, AIR CONDITIONING EQUIPMENT, TANKS, ETC., DIAGONAL CORNERS AND ANCHORED TO THE STRU 6. HARDWARE LIST: A. THE TILE IS TO MEET ANSI-IOOB.5 SPECIFICATIONS. CERAMIC SHALL BE PAINTED AS SPECIFIED HEREIN, WHERE NOT SUPPLIED 1. SCOPE: 6.2.4 LIGHT FIXTURES WEIGHING GREATER THAN 56 LB. SHALL BE SEE HARDWARE LIST ON DRAWINGS. TILE TO BE THIN-SET IN 3/32" MORTAR. FINISHED UNDER OTHER SECTIONS. A. NEW CONCRETE FLOOR SLAB AND PATCH WORK AS REQUIRED. INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) TAUT #12 GAGE K. MISCELLANEOUS PAINTING: B. ALL EXPOSED EDGES TILE TO BE SMOOTH POLISHED WIRES ATTACHED TO THE HOUSING AND TO THE STRUCTURE ABOVE. THE C. IN THE EVENT THAT EXTRA TILE IS PRESENT AFTER 1. SURFACES TO BE PAINTED AND NOT SPECIFICALLY DESCRIBED WASHINGTON SQUARE 2. MATERIALS: INSTALLATION, LEAVE ONE BOX OF EACH TILE. DO NOT LEAVE FOUR (4) TAUT #12 GAGE WIRES, INCLUDING THEIR ATTACHMENT TO THE HEREIN, SHALL BE PAINTED WITH A PRODUCT SPECIFICALLY A. CEMENT: ASTM C-150, LOW ALKALI TILE IN EXCESS OF ONE BOX STRUCTURE ABOVE, MUST BE CAPABLE OF SUPPORTING FOUR (4) TIMES MANUFACTURED OR PREPARED FOR THE MATERIAL AND 9642 SW WASHINGTON SQUARE RD B. AGGREGATES: ASTM C-33 THE WEIGHT OF THE UNIT. SURFACE: PRIME COAT AND TWO FINISH COATS. TIGARD, OR 97223 C. MESH: ASTM A-185 2. CONCRETE SLAB TO BE PATCHED, REPAIRED AND PREPARED 6.2.6 SURFACE-MOUNTED FIXTURES SHALL BE ATTACHED TO THE MAIN RUNNER L UPON COMPLETION, REMOVE ALL RUBBISH CAUSED BY THIS D. WATER: POTABLE TO RECEIVE NEW FLOOR FINISHES. WITH AT LEAST TWO POSITIVE CLAMPING DEVICES MADE OF MATERIAL WITH TRADE, REMOVE SPOTS FROM FLOORS, GLASS AND OTHER SPACE G12 A MINIMUM #14 GAGE. ROTATIONAL SPRING CATCHES DO NOT COMPLY. A SURFACES. LEAVE PREMISES IN A CLEAN AND ORDERLY 3. STRENGTH: 3. MORTAR: #12 GAGE SUSPENSION WIRE SHALL BE ATTACHED TO EACH CLAMPING CONDITION. A. 3,000 P.S.I. MINIMUM OR AS NOTED. A. MORTAR IS TO MEET ANSI-118.1 SPECIFICATIONS. JOINTS DEVICE TO THE STRUCTURE ABOVE. PROVIDE ADDITIONAL SUPPORTS WHEN M. AT THE COMPLETION OF THE TRADES AND FIXTURE SUBMITTAL 4. CURING: ARE TO BE A MAX. OF 1/16" ON WALL TILE AND MAX. 1/16" LIGHT FIXTURES ARE EIGHT (8) FEET OR LONGER. MAXIMUM SPACING INSTALLATION TOUCH UP DAMAGED SURFACES AS REQUIRED. OWNER REVIEW 08/11/2015 A. KEEP WET NOT LESS THAN 24 HOURS: MOIST ON FLOOR TILE. BETWEEN SUPPORTS SHALL NOT EXCEED EIGHT (8) FEET. PERMIT SET 08/18/2015 6.2.7 SUPPORT PENDANT-MOUNTED LIGHT FIXTURES DIRECTLY FROM THE 7. PAINTING: DD CAMERAS 09/01/2015 NOT LESS THAN SEVEN (7) DAYS WITH PLASTIC 4. GROUT: STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH A. GENERAL NOTE: LAN REVIEW COMMENTS 09/15/2015 FILM COVERING OR THE LIKE. A. GROUT IS TO MEET ANSI-108.1 SPECIFICATIONS. EACH PENDANT HANGER AND CAPABLE OF SUPPORTING TWO (2) TIMES THE FOR TYPE, COLOR AND LOCATION OF PAINTED FINISH, SEE S. APPLY TWO COATS OF GROUT SEALER IN ACCORDANCE WITH WEIGHT OF THE FIXTURE. IF THE PENDANT MOUNTED LIGHT FIXTURE IS INTERIOR DESIGN DRAWINGS. 5. SLAB FINISHES: THE MANUFACTURER'S INSTRUCTIONS. DIRECTLY AND INDEPENDENTLY BRACED BELOW THE CEILING, I.E., AIRCRAFT B. WOOD: A. FLOOR: TAMP TO DISTRIBUTE CONCRETE AND THEN FLOAT CABLES TO WALLS, THEN A BRACE ASSEMBLY IS NOT REQUIRED ABOVE ONE (1) COAT ENAMEL UNDERCOAT; SECOND COAT: SPLIT AND TROWEL TO SMOOTH SURFACE. FINISH FLOOR SHALL BE LEVEL AND FLAT TO WITHIN 1/S" IN 10'. THE CEILING. IF THE PENDANT MOUNTED LIGHT FIXTURE IS NOT DIRECTLY COAT COAT SOEMENAMEL NGMO SUENAMEOAT AND SEMI-GLOSS ENAMEL: THIRD AND INDEPENDENTLY BRACED BELOW THE CEILING, THEN A BRACING 6. BONDING: ASSEMBLY, IS REQUIRED WHERE THE PENDANT HANGER PENETRATES THE C. FERROUS METAL: A. BOND ALL NEW WORK TO OLD BY THOROUGHLY CEILING. SPECIAL DETAILS ARE REQUIRED TO ATTACH THE PENDANT HANGER FIRST COAT ZINC CHROMITE (OMIT IF SHOP PRIMED); SECOND TO THE BRACING ASSEMBLY TO TRANSMIT THE HORIZONTAL FORCE. AND THIRD COATS SEMI-GLOSS ENAMEL CLEANING OLD WORK AND APPLYING A O APPROVED CONCRETE GLUE EVENLY THE EXCEPTION: WHERE THE WEIGHT OF THE FIXTURE IS LESS THAN 20 INTERFACING SURFACE JUST PRIOR TO POURING POUNDS, THE COMPRESSION POST IS NOT REQUIRED. THE NEW WORK. 6.2.8 RIGID CONDUIT SHALL NOT BE USED FOR ATTACHMENT OF THE FIXTURES. SPECIFICATIONS SHEET NUMBER A0 . 1 DEMOLITION PLAN - GENERAL NOTES DEMOLITION PLAN - FLAG NOTES ® DEMOLITION PLAN LEGEND DATE: 09/15/2015 JOB NO: 395-007 A. CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF THE M. CONTRACTOR TO ARRANGE AND PAY FOR DISCONNECTING, REMOVING, AND CAPPING SCALE: AS NOTED LANDLORD'S CRITERIA PRIOR TO CONSTRUCTION. FAILURE TO BE ACQUAINTED WITH ALL UTILITY SERVICES IN THE AREAS OF DEMOLITION. DISCONNECT, SHUT-OFF, REMOVE EXISTING STOREFRONT FRAMING SYSTEM, GLAZING, SIGNAGE, AND EXISTING WALL TO REMAIN THIS KNOWLEDGE DOES NOT RELIEVE CONTRACTOR OF ANY RESPONSIBILITY. NOTIFY THE AFFECTED UTILITY COMPANIES AND BUILDING MANAGER IN ADVANCE AND ENTRANCE DOORS IN THEIR ENTIRETY. REMOVE PORTION OF BULKHEAD BACK TO CHECKED: 09/15/2015 OBTAIN WRITTEN APPROVAL BEFORE STARTING WORK. ORIGINAL MALL BULKHEAD. SAVE AND PROTECT EXISTING MALL FLOORING, PIERS, _________ B. THE CONTRACTOR SHALL PERFORM A FULL WALK-THROUGH OF SPACE WITH TENANT AND BULKHEADS TO REMAIN. WALL TO BE DEMOLISHED COORDINATOR OR MALL OPERATIONS MANAGER PRIOR TO DEMOLITION TO ESTABLISH N. VERIFY THE SCOPE OF DEMOLITION WITH NEW CONSTRUCTION DRAWINGS. --------- MALL RULES AND REGULATIONS, AND DISCUSS THE EXTENT OF DEMO AND EXISTING CONTRACTOR SHALL REMOVE ANY ITEM NOT SPECIFICALLY IDENTIFIED THAT WOULD 2. REMOVE EXISTING STUD PARTITION WALL AND BULKHEAD BACK TO FURRED WALL. TO REMAIN. BE REQUIRED TO PROVIDE A FINISHED PRODUCT AS PER THE PLANS AND 3. REMOVE ALL FLOORING FINISHES, WALL BASE, MILLWORK, AND WALL FINISHES. � © 2015 A&E NATIONAL C. LANDLORD CANNOT GUARANTEE THAT INTERNAL CHANGES HAVE NOT OCCURRED SPECIFICATIONS. SURFACES TO BE PREPARED TO ACCEPT NEW FINISHES U.N.O. REMOVAL OF SINCE THESE PLANS HAVE BEEN PREPARED. APPROVAL OF THE DRAWINGS DOES 0. ALL WALLS INDICATED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY, EXISTING TILE / GROUT SHALL PROVIDE A SMOOTH FLOOR WITHOUT ANY HIGHS / DOOR TO BE DEMOLISHED THESE PLANS ARE COPY NOT MEAN THAT THE CONDITIONS SHOWN ARE ACCURATE. IT IS THE TENANT'S INCLUDING ALL ELECTRICAL OUTLETS, SWITCHES AND CONDUITS, TELEPHONE FROM EXCESS GROUT, AND IN A CONDITION READY TO ACCEPT NEW TILE / RIGHTED AND ARE RESPONSIBILITY TO FIELD VERIFY ALL EXISTING CONDITIONS FOR OUTLETS, WIRING, MECHANICAL PIPING, BASES AND PLUMBING, ETC. DISCONNECT FLOORING _ice SPECIFICALLY PROVIDED FOR ACCURACY.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING ALL MECHANICAL AND ELECTRICAL SERVICES IN EXISTING WALLS TO BE REMOVED. 4� REMOVE EXISTING GWB AND FRAMING AT BULKHEAD. COORDINATE LIMITS OF USE OF THE OWNER AND AND CONSTRUCTION. ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE ADDITIONALLY, PATCH ALL ADJACENT WALLS SHOWN TO REMAIN WITH MATCHING DEMOLITION WITH NEW BULKHEAD AND WITH MECHANICAL/ELECTRICAL DRAWINGS. DESIGNED FOR CONSTRUCTION DOCUMENTS SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. MATERIAL. BY A& E NATIONAL AND P. THE INFORMATION SHOWN ON THE DEMOLITION PLANS, INCLUDING DOORS, WALLS, METAL STUD AND GWB PARTITION WALL BE REMOVED IN ITS ENTIRETY, D. MAINTAIN TEMPORARY BARRICADES TO PROVIDE A DUST PROOF ENCLOSURE AROUND CHASES AND EQUIPMENT ARE NOT INTENDED TO REPRESENT THE TOTAL SCOPE OF INCLUDING ALL WALL BASE, DOORS, HARDWARE, FIXTURES, FURNISHINGS, ETC. ARE INTENDED FOR NO OTHER THE AREA OF WORK. THE DEMOLITION CONTRACT. THE INTENT OF THESE DEMOLITION DRAWINGS IS TO EXISTING CASHWRAP AND ALL ASSOCIATED ELECTRICAL TO BE REMOVED BACK TO TEMPORARY BARRICADE NOTES PURPOSE. PERMISSION FOR E. IF WORK ACTIVITIES PRODUCE SOUND LEVELS THAT ARE 40 DECIBELS OR HIGHER, ASSIST THE CONTRACTOR WITH ESTIMATION ONLY WITHOUT LIMITING DEFINITION OF SOURCE. USE OF THIS DOCUMENT IN SOUND INSULATION MUST BE INSTALLED WITHIN DEMISING WALLS AND THE SCOPE. THE INTENT OF DEMOLITION IS TO COMPLETELY REMOVE ALL ITEMS, EXCEPT TEMPORARY BARRICADE WALL AS NOTED OTHERWISE, WITHIN THE CONTRACT AREA TO THE ORIGINAL STRUCTURE EXISTING ELECTRICAL EQUIPMENT TO REMAIN. REFER TO ELECTRICAL DRAWINGS PART OR WHOLE WITHOUT AS NECESSARY TO PREPARE FOR NEW CONSTRUCTION WORK SHOWN IN THESE FOR MORE INFORMATION 1. MALL APPROVED MALL BARRICADE VENDOR SHALL FURNISH AND INSTALL WRITTEN CONSENT OF A & E F. COORDINATE SEQUENCE OF ALL POTENTIAL DISRUPTIVE WORK ACTIVITIES WITH THE THE TEMPORARY CONSTRUCTION BARRICADE PRIOR TO COMMENCEMENT OF MALL OPERATIONS MANAGER TO MINIMIZE IMPACT OF MALL OPERATIONS. CONTRACT DOCUMENTS. ALL EXISTING ELECTRICAL INCLUDING BUT NOT LIMITED TO DUPLEX OUTLETS, CONSTRUCTION. LP TO COORDINATE TEMPORARY BARRICADE WALL WITH NATIONAL IS PROHIBITED. G. ALL PATHS OF EGRESS TO BE MAINTAINED CLEAR OF OBSTRUCTION AT ALL TIMES. Q. CONCRETE PATCHING: WHERE EXISTING CONCRETE SLABS ARE REMOVED FOR STUB-INS, ETC. TO BE REMOVED IN THEIR ENTIRETY BACK TO SOURCE. REFER MALL OPERATIONS MANAGER PRIOR TO CONSTRUCTION. INSTALLATION OF PLUMBING OR ELECTRICAL SYSTEMS, PATCH EXISTING MATERIALS TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. H. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURES. PROVIDE BRACING OR WITH SOIL TREATMENT AT DISTURBED AREAS, 4" CRUSHED ROCK SUBGRADE, 6 MIL 2. ALL COSTS ASSOCIATED WITH THE TEMPORARY BARRICADE INSTALLATION REMOVE EXISTING FINISHES BACK TO BLACK REVEAL AS REQUIRED TO ACCEPT WILL BE THE RESPONSIBILITY OF LP. SHORING TO SUPPORT STRUCTURES. POLY VAPOR BARRIERS AND CONCRETE SLAB WITH WWF REINFORCEMENT. VERIFY NEW FINISHES. COORDINATE EXTENTS WITH NEW WORK. I. ALL DEMOLITION SHALL BE DONE IN A WORKMANLIKE MANNER. ADJACENT SURFACES LOCATIONS OF EXISTING UTILITIES PRIOR TO CUTTING. COORDINATE WORK WITH MALL 3. LP TO FURNISH AND INSTALL APPROVED BARRICADE WALL GRAPHIC. SHOWN TO REMAIN SHALL NOT BE DAMAGED. EXISTING CONSTRUCTION AND FINISHES OPERATION MANAGER PRIOR TO POURING CONCRETE. 10. PROTECT EXISTING MALL FLOORING AS REQUIRED FOR CONSTRUCTION. 4. DOORS IN TEMPORARY WALL SHALL BE 3'x7' FRAMELESS HIDDEN HINGE DAMAGED BY DEMOLITION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. R. LANDLORD CANNOT GUARANTEE THAT INTERNAL CHANGES HAVE NOT OCCURRED 11. REMOVE EXISTING GWB CEILING AND FRAMING IN ITS ENTIRETY. DOOR WITH ONLY A DEAD BOLT. J. CONTRACTOR SHALL SAVE AND PROTECT ALL ITEMS NOT SHOWN FOR DEMOLITION. SINCE THESE PLANS HAVE BEEN PREPARED. WE RECOMMEND THAT THIS SPACE BE 12 REMOVE EXISTING ACOUSTICAL CEILING TILES ONLY. GRID TO REMAIN. 5. BARRICADE AND GRAPHICS MUST BE KEPT IN GOOD REPAIR THROUGHOUT CONTRACTOR IS RESPONSIBLE TO REPAIR / REPLACE ALL ITEMS SHOWN TO REMAIN FIELD CHECKED TO INSURE THE ACCURACY OF THESE DRAWINGS. A& E NATIONAL 13. SAVE AND PROTECT EXISTING STRUCTURAL COLUMNS AND FURRING TO REMAIN. THE DURATION OF CONSTRUCTION. REPAIR AND/OR REPLACE BASE, THAT ARE DAMAGED OR REMOVED AT THE CONTRACTOR'S EXPENSE. pp I r S. IMPORTANT FIRE ALARM NOTE: PRIOR TO ANY DEMOLITION, TGC MUST CONTACT WALLBOARD, GRAPHICS, ETC. AS NEEDED. A Oc E NATIONAL NATIONAL FAIL SAFE TO DISCONNECT ALARM PANEL. FAILURE TO DO SO WILL 14. SAWCUT AND REMOVE EXISTING SLAB AS REQUIRED FOR NEW UNDERFLOOR K. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR RELATED WORK. RESULT IN A COST DIRECTLY PASSED TO THE TGC. CONTACT TONY GAUF, AT PLUMBING WORK. T.G.0 SHALL X-RAY SLAB PER LANDLORD REQUIREMENTS 6. TGC SHALL COORDINATE DEMOLITION TEMPORARY BARRICADE WALL WITH CONTRACTOR IS RESPONSIBLE FOR PATCH AND REPAIR WORK OF ALL SURFACES NATIONAL FAIL SAFE, 714-895-4543. PRIOR TO SAWCUTTING. COORDINATE WORK WITH PLUMBING PLANS. THE MALL OPERATIONS MANAGER AND LP. ARCHITECTURE AFFECTED BY DEMOLITIONWORK, REGARDLESS OF TRADE. COORDINATE REQUIRED T. FIELD VERIFICATION NOTE: TGC SHALL VERIFY AND DOCUMENT ALL DIMENSIONS OF 15 COORDINATE NEW UNDERFLOOR WORK WITH ELECTRICAL DRAWINGS. 8. TGC IS RESPONSIBLE TO PATCH/PAINT ANY DAMAGE TO COMMON AREA OF OREGON , P.C. PATCHWORK WITHITHALL SU SUBCONTRACTORS. WALLS, DOORS, AND LEASE LINES. TGC SHALL PHOTOGRAPH THE ENTIRE SPACE BULKHEAD, CEILING, WALLS, ETC. AFTER REMOVAL OF BARRICADE. L. DO NOT ABANDON ANY UTILITIES OR MATERIALS MECHANICAL, LEASE SPACE; REMOVE THEM ONCE DEMOLITION IS COMPLETE. PROVIDE DIMENSIONS AND PHOTOS TO TENANT. 16 REMOVE ALL FLOOR / WALL MOUNTED SHELVING SHOWN DASHED. 1812 NORTH 203rd STREET BACK TO THEIR SOURCE INCLUDING ALL MECHANICAL, PLUMBING, AND ELECTRICAL 17 REMOVED GWB FROM EXISTING STUD WALL AS REQUIRED FOR NEW PLUMBING ELKHO 2- NE 68022 IMPROVEMENTS, UNLESS OTHERWISE NOTED. WORK. COORDINATE WITH PLUMBING PLANS. PH: 402-614-4434 18. REMOVE EXISTING FRP PANELS FROM ALL WALLS. FAX: 402-614-4431 19. REMOVE EXISTING 5/8" GWB AND EXISTING WALL WALL STANDARDS. STUD FRAMING TO REMAIN. T.O. BARRICADE coo r ,ra W W V/ G �•,;i / ..r e3 s z G# I ocm y, W � , IN % FINISH FLOOR EL.-7--i 0o'--o" CAQ CC mi 0 cmW 2 BARRICADE ELEVATION BARRICADE ELEVATION 4 BARRICADE ELEVATION 3 A1 .0 SCALE: 1/4" = 1'-O" Al 0 SCALE: 1/4" = 1'-0" Al 0 SCALE: 1/4" = 1'-O" a 4 A1.0 SAVE AND PROTECT EXISTING 3 VCT WALL, DOOR, FRAME AND HARDWARE TO REMAIN LEASE UNE, 11 SERVICE CORRIDOR 9 -- — JI CORRIDOR I I /�\ JI II II II II II II If —fi\\ / \ \ SAVE AND PROTECT EXISTING 5 I DESK, TALL SHELVING, AND WALL __ 2 III -7 ---_--_— I/ SHELVING TO REMAIN. ; _-- // SAVE AND ECPORTIONS OF TYP WALL FURRING GWB TI \\ / TILE PLATFORM III O~ ROBERT j�tn \\ ( �_ I I v FECHTMEISTERFITTING nj II — ROOMNEBRASKAOZ I • OMAHA, — I III 412 14 FITTING �J ROOM �V' 3 CARPET � / WASHINGTON SQUARE SERVICE 14 II 5 3 CERAMIC TILE �� 3 CORRIDOR ---J I 8 TYP. o ��\ 10 A1.o ' 9642 SW WASHINGTON SQUARE RD 00 \\ "' TIGARD, OR 97223 16 16 I \� 11 " cF-__ SPACE G12 Ii STOCKROOM � � FITTING lI FITTING I r— SALES AREA I VCT 3 I j j ROOM JJ ROOMS =� 1 SUBMITTAL OWNER REVIEW 08/11/2015 PERMIT SET 08/18/2015 6__ ( J TILE PLATFORM 3 I MALL CENTER PAIR OF DOORS DD CAMERAS 09/01/2015 COMMON NEAR CENTER OF PLAN REVIEW COMMENTS 09/15/2015 LL PROPOSED OPENING l I I( (� A FITTING \\ I I`� \ SAVE AND PROTECT PORTIONS OF \ \\ ' I TEMPORARY .` ROOM WALL FURRING / GWB TO REMAIN III BARRICADE WALL 2 SAVE AND PROTECT EXISTING I l I I \\ \ Typ J PLUMBING FIXTURES AND TOILET I \\ \ ��J I ACCESSORIES TO REMAIN. r I L I i \\\ / - �- ....... — — ..... .....�—' — — — — — -i— I — - - — -- - h 1 =n� F� I \v/ I n I I ,s n ,s IL_�,/� . .- - - - - . DEMOLITION PLAN 13 VCT 3 ADJACENT TENANT SPACE 9 18 LEASE LINE, TYP. 2 TYP. A1.0 SHEET NUMBER 1 DEMOLITION PLAN A1 . 0 Al .0 SCALE: 1/4" = 1'-0" NORTH FLOOR PLAN - GENERAL NOTES FLOOR PLAN - FLAG NOTES ® WALL TYPE LEGEND Q DOOR HARDWARE GENERAL NOTES DATE: 09/15/2015 JOB NO: 395-007 A. NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN COORDINATE PATCH AND REPAIR WORK AT ALL WALLS TO REMAIN WITH THE DEMOLITION Oj EXISTING METAL STUD DEMISING WALL TO REMAIN 1. STOREFRONT GRILLE AND EXISTING SERVICE DOOR TO RECEIVE OWNER FURNISHED BEST 6 PIN INTERCHANGEABLE CORES. SCALE: AS NOTED RELATION TO THE EXISTING FIELD CONDITIONS. PLANS AND WITH THE GENERAL NOTES ON SHEET A1.2. EXISTING METAL STUDS WITH 5/8" GWB TO REMAIN. TGC TO PATCH, / CHECKED: 09/15/2015 B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. REPAIR AS NECESSARY WHERE EXPOSED TO VIEW. 2. BOTTOM 10" OF ALL DOORS SHALL HAVE SMOOTH UNINTERRUPTED SURFACE FOR OPENING BY WHEEL CHAIR FOOT REST. STOREFRONT MILLWORK PANELS (FURNISHED AND INSTALLED BY F.C.) TO BE INSTALLED 3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 3 POUNDS FOR INTERIOR DOORS C. DIMENSIONS ARE FROM THE FACE OF FINISHED WALL TO FACE LL FINISHED WALL U.N.O. OVER FULL HEIGHT PARTITION. TGC TO PROVIDE PARTITION FRAMING AND DRYWALL. EXISTING MASONRY DEMISING WALL TO REMAIN WITH A PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS, AND AT THE CENTER PLANE OF SLIDING OR O2 D. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED, 3. NEW PARTIAL HEIGHT WALL. CONSTRUCT WALL PER WALL TYPE 2. EXISTING 8" CMU DEMISING WALL WITH 1-1/2" METAL STUD FURRING FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATIONS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. © 2015 A&E NATIONAL CONNECTED, ERECTED, USED, CLEANED, AND CONDITIONED IN ACCORDANCE WITH THE AND GWB. TGC TO PATCH, REPAIR AS NECESSARY WHERE EXPOSED TO WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOORWAY MAY BE INCREASED NOT TO EXCEED 14 MANUFACTURES WRITTEN SPECIFICATIONS AND/OR INSTRUCTIONS. 4. NEW PLUMBING FIXTURES, SEE PLUMBING PLANS. VIEW. POUNDS WITH CLOSURE. THESE PLANS ARE COPY E. ALL WORK SHALL BE EXECUTED IN MANNER ACCEPTABLE TO THE TENANT. 5. CENTERLINE OF STOREFRONT GRILLE. O3 EXISTING FULL HEIGHT INTERIOR PARTITION TO REMAIN 4. ALL DOOR LATCHES SHALL BE EQUIPPED WITH LEVER TYPE HANDLES (SCHLAGE, RHODES OR APPROVED EQUAL) OR PANIC BARS. RIGHTED AND ARE F. TGC SHALL PROVIDE AND PAY ALL LABOR, MATERIALS EQUIPMENT, TOOLS, CONSTRUCTION 6. WATER HEATER PLATFORM ABOVE MOP SINK. SEE DETAIL ON SHEET A3.1. EXISTING 3-5/8" METAL STUDS WITH 5/8" GWB TO REMAIN. TGC TO 5. DOOR OPENING HARDWARE SHALL BE MOUNTED BETWEEN 30"AND 44" AFF. SPECIFICALLY PROVIDED FOR EQUIPMENT, MACHINERY, TRANSPORTATION, PERMITS, AND OTHER SERVICES AND FACILITIES 7• EXTEND WALL AS NECESSARY TO END BEHIND MILLWORK. RETURN WALL FURRING TO PATCH, REPAIR AS NECESSARY WHERE EXPOSED TO VIEW. COORDINATE USE OF THE OWNER AND NECESSARY FOR PROPER AND TIMELY EXECUTION OF WORK, U.N.O. DEMISING WALL AND FINISH TO MATCH ADJACENT SURFACES. REMOVAL AND REPLACEMENT OF GWB FOR NEW PLUMBING. 6. NO THUMB LATCHES OR KEYED CYLINDER DEAD BOLTS ALLOWED ON ANY DOORS UNLESS OPERATED BY A SINGLE ACTION WITH A DESIGNED FOR CONSTRUCTION OLEVER FROM THE INSIDE OF THE AREA SERVED. G. TGC WARRANTS TO THE OWNER, ARCHITECT AND ENGINEERS THAT ALL MATERIALS AND 4 EXISTING 8'-0" HIGH TOILET ROOM PARTITION BY A& E NATIONAL AND EQUIPMENT FURNISHED UNDER THE CONTRACT ARE NEW UNLESS OTHERWISE SPECIFIED ANDEXISTING 3-5/8" METAL STUDS WITH 5/8" GWB TO REMAIN. COORDINATE 7. REGARDLESS OF THE OCCUPANT LOAD SERVED EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ARE INTENDED FOR NO OTHER THAT ALL WORK WILL BE INSTALLED AS SPECIFIED AND FREE OF DEFECTS. REMOVAL AND REPLACEMENT OF FRP PANELS INSIDE TOILET ROOM. TGC ANY SPECIAL KNOWLEDGE OR EFFORT. H. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY, TO PATCH, REPAIR AS NECESSARY WHERE EXPOSED TO VIEW. PURPOSE. PERMISSION FOR COORDINATE WITH TENANT AND BUILDING INSPECTOR ON LOCATION(S) TO BE INSTALLED. USE OF THIS DOCUMENT IN O I. ALL PENETRATIONS A FIRE RESISTIVE FLOOR OR SHAFT WALLS SHALL BE PROTECTED. BY EXISTING WALL FURRING DOOR SCHEDULE PART OR WHOLE WITHOUT EXISTING 20 GA. 2-1/2" METAL STUD FRAMING WITH 5/8" TYPE X GWB WRITTEN CONSENT OF A& E MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UL STANDARDS FOR THE THROUGH TO REMAIN. TGC TO PATCH, REPAIR AS NECESSARY WHERE EXPOSED TO DOOR HDWR FIRE FINISH PENETRATION FIRESTOP SYSTEMS. TGC SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW VIEW. PATCH ALL AREAS WHERE PERPENDICULAR WALL / BULKHEAD HAS NO LOCATION SIZE TYPE SET RATING DOOR FRAME REMARKS NATIONAL IS PROHIBITED. COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCHITECT. SUCH DRAWING SHALL BE BEEN REMOVED. EXTEND WALLS AS NECESSARY WHERE SHOWN ON PLAN. AVAILABLE TO ANY INSPECTOR. THE DRAWING SHALL BE SPECIFIC FOR EACH PENETRATION 100 STORE ENTRANCE 8'-0" x 10'-0" GRILLE A PRE-FIN. PRE-FIN. LP FURNISHED AND LP VENDOR INSTALLED WITH VARIABLES DEFINED. O NEW WALL FURRING J. TGC IS TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDING STRUCTURE DURING NEW 20 GA. 3-5/8" METAL STUD FRAMING WITH 5/8" TYPE X GWB ON 105 BACK OF HOUSE 3'-0" x 7'-0" EXIST B PT-1 (GLOSS) PT-1 (GLOSS) EXIST HM DOOR / EXIST HM FRAME DEMOLITION / CONSTRUCTION. ONE SIDE TO MATCH HEIGHT OF EXISTING PARTITION. PROVIDE DIAGONAL 106 TOILET 3'-0" x 7'-0" EXIST EXIST PT-1 GLOSS SERVICE DOOR AND HARDWARE TO BRACING TO B.O. METAL DECK AS REQUIRED. F.V. CONDITIONS AND (GLOSS) PT-1 (GLOSS) ENSURE THEY ARE WORKING PROPERLY K. TGC IS RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS AND STRUCTURE ADJUST STUD FRAMING / FURRING DEPTH AS REQUIRED. SERVICE DOOR AND HARDWARE TO WHERE PENETRATED BY VARIOUS TRADES AND SERVICES. 107 SERVICE DOOR 3'-0" x 7'-0" EXIST EXIST PT-1 (GLOSS) PT-1 (GLOSS) ENSURE THEY ARE WORKING PROPERLY L. TGC SHALL VERIFY THAT ALL PENETRATIONS WILL NOT COMPROMISE THE STRUCTURAL O NEW GWB OF EXISTING FRAMING A & E NATIONAL INTEGRITY OF THE EXISTING SLAB. REPAIR OF EXISTING CONDITIONS MAY BE REQUIRED, F.V. PROVIDE NEW 5/8" GWB OVER EXISTING FRAMING. 1. HARDWARE AT DOOR 105 TO HAVE BRIGHT BRASS FINISHES WHERE EXPOSED TO SALES FLOOR ONLY. ALL REMAINING pp M. ALL SLAB PENETRATIONS SHOULD BE COORDINATED WITH THE MALL OPERATIONS MANAGER. DOOR HARDWARE TO RECEIVE US26D (OR EQUAL) FINISH. A & E NATIONAL WATERPROOF MEMBRANE MUST BE WATER TESTED BY TGC AND APPROVED BY ON-SITE 2. TGC TO INSTALL LOCKSET WITH CONSTRUCTION CORES. ARCHITECTURE OPERATIONS MANAGER BEFORE NEW CONCRETE IS PLACED. 3. SUBMIT DIGITAL PDF OF HARDWARE LIST AND CUT SHEET. N. ACCESS PANELS IN WALL FOR OVERHEAD GRILLES, PLUMBING, MECHANICAL, OR ELECTRICAL OF OREGON , P.C. ACCESS PANEL TO BE FLUSH, FRAMELESS GWB PANELS. SUBMIT SHOP DRAWING TO 4. CONTRACTOR TO ORDER ALL HARDWARE IMMEDIATELY UPON APPROVAL OF HARDWARE LIST. ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. PAINT TO MATCH CEILING. NOTE: ALL TENANT SALES AREA MILLWORK FIXTURES TO BE FLOOR SUPPORTED. 5. CONFORM TO REQUIREMENTS OF THE JURISDICTIONAL CODE AUTHORITIES. 1812 NORTH 203rd STREET 0. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS, AND JAMBS ATTACHMENT TO DEMISING WALL IS FOR LATERAL BRACING ONLY. ELKHORN, NE 68022 AS REQUIRED TO MAKE ASSEMBLY RIGID. PH: 402-614-4434 P. TGC IS RESPONSIBLE FOR PROVIDING PROTECTION AGAINST DAMAGE TO EXISTING FURNITURE, FAX: 402-614-4431 ADJACENT FINISHED WORK, FLOORING, ETC. DOOR HARDWARE SET DESCRIPTION Q. TGC IS RESPONSIBLE FOR THE FINAL CLEAN UP OF THE ENTIRE PREMISES TO INCLUDE BUT NOT LIMITED TO FLOORS, MILLWORK, FIXTURES, ETC FOLLOWING THE INSTALLATION OF THE GROUP QUANTITY / DESCRIPTION MANUFACTURER / SPECIFICATION MILLWORK. 1 GRILLE / MODEL V36 -MANUFACTURED BY METRO DOOR COMPANY. SNAP A. STOREFRONT GRILLE LEXAN PANELS -136 PATTERN SHALL HAVE A COMBINATION OF LEXAN AND ALUMINUM PANELS ARRANGED TO ALLOW R. COORDINATE FIELD CONDITIONS WITH LANDLORD ON-SITE TENANT COORDINATOR (TC). 100 COVERAGE OF THE CURTAIN. LEASE LINES WITH TGC AND LANDLORD TC PRESEN -BOTTOM BAR, CURTAIN SHALL BE ATTACHED TO A 2" WIDE X 3 1/2" HIGH ALUMINUM EXTRUSION. S. TCTEL E IFY XI TIGSR CTR EI H S D PO D I H 0CIT C -GUIDES, 1 3/8" X 2 1/2" ALUMINUM EXTRUSIONS WITH RETAINERS FOR CONTINUOUS END LINKS. FOLLOWING DEMOLITION OF THE EXISTING CEILING. TGC SHALL ALSO CONFIRM EXISTING WALLS -COUNTER-BALANCE ASSEMBLY TO REMAIN ARE PROPERLY BRACED TO THE STRUCTURE, WHICH MAY BE APPROXIMATELY -FINISH, CURTAIN TO HAVE A CLEAR ANODIZED FINISH. 30'-0" AFF. NOTIFY ARCHITECT IMMEDIATELY IF EXISTING BRACING IS NOT ADEQUATE. -LOCKING, SHALL BE BY CENTER MOUNTED 2 POINT MORTISE TYPE CYLINDER LOCK, PROVIDING POSITIVE LOCKING INTO BOTH JAMBS SIMULTANEOUSLY FROM ONE CYLINDER ON MALL SIDE. TAMPER PROOF THUMB TURN SHALL BE LOCATED ON STORE SIDE FOR EMERGENCY EGRESS. 1 EA LOCKSET BEST #73KC-0-N-15-D-STK-605 PASSAGE LOCKSET B. SALES TO STOCK ROOM 1 EA KICK PLATE BURNS 24"H 1 EA DOOR HOLDER GLYNN JOHNSON KICKDOWN DOOR HOLDER "REPLACE EXISTING HARDWARE SHOWN, BALANCE TO REMAIN. "PROVIDE BRIGHT BRASS FINISHES FOR HARDWARE EXPOSED TO SALES FLOOR ONLY. h y � W � Z V W y W am ?: O O cn D Z ® a Q - L C) o W � 3 70'-7" LEASE LINE (F.V.) X X X X S-10" 20'-0" 20'-0" 20'-0" 6'-9- F.V. F.V. 2'-11" 65'-2" 2'-6" F.V. F.V. 3 A3.0 i — - - - - - - 6 -6 EXIST F.V. 4'-0" MIN. � 6 I 6 I 6 5 1 SERVICE CORRIDOR I I 6 I 7 TYP. Y6 ` I CHOCOLATE ROOM 2'-6" 3'-8" 2'-6" 3'-B" 2'-6" 3'-8" 2'-6" 4'-0 103 i 4 2 SLED AR ........... .......... �tyf� SERVICE I` GUMMI ROOM I I W ROBERT CORRIDOR STOCKROOM104 4n I I FECHTMEISTER 105 4 i 2 Nn NEBRASKA Z 5 1 9'-0" EXIST (F.V.) 5'-83'_713'-0` 3'-0" 2'-6" 3'-1" 2'-6" 3'-0" 3'-8" I Ii�� APOTHECARY z X B 100 j I 100 I MAL MON AREAZ w 4 o ... 5 > N 6 00 LL: 30 00 A j I As.o I WASHINGTON SQUARE c I s'-83" 4'-o-" I I I I 9642 SW WASHINGTON SQUARE RD o c, 4 4 I TIGARD, OR 97223 �, 2'-3" 3'- 3'- 1" 5 - 7` 4 0-1` 8 0" N 3'-0" 4 6'-8" &4 3'-8" �e 8'-0" I SPACE G12 3 I I I / ,.- o I I SUBMITTAL 08/11/2015 OWNER REVIEW 08/18/2015 DD CAMERAS 09/01/2015 LAN REVIEW COMMENTS 09/15/2015 I VINTAGE ROOM o 4'-6" TOILET I '. I a0 102 106 L _.I " d TRUFFLE BAR 101 I to :.. .,: � J � ❑ I II I ; is L.. -i — _ L — -JL—,J— ........ ._...... --- — - .rt I 6 / 1 z 7 s TYR 1 s 5 , 7 `- - - - - - - - - ' o FLOOR PLAN ADJACENT TENANT SPACE 8'-58" EXIST (F.V.) SHEET NUMBER � FLOOR PLAN A1 . 1 A SCALE: 1/4" - 1'-O" NORTH INTERIOR FINISH PLAN - GENERAL NOTES ROOM FINISH SCHEDULE FINISH SYMBOL LEGEND DATE: 09/15/2015 JOB NO: 395-007 A. EXAMINE ALL SURFACES TO BE PAINTED UNDER THIS CONTRACT TO VERIFY THE WORK AND ROOM NAME FLOOR BASE WALLS CLNG REMARKS SUBSTRATE CONDITIONS INSTALLED AND LEFT BEHIND AS A RESULT OF ALL TRADES IS IN A 100 - APOTHECARY ROOM CT-1 8-1 PT-1 TC-1 TGC TO INSTALL LP FURNISHED TILE MOSAIC AT ENTRY, TGC TO PAINT STOREFRONT PT-4 - FLOOR SCALE: AS NOTED SATISFACTORY CONDITION TO RECEIVE PAINT OR SPECIFIED FINISH. 101 - TRUFFLE BAR CT-1 8-1 PT-1, 2 TC-1 TGC TO PAINT ACCENT WALL PT-2 - BASE CHECKED: 09/15/2015 B. FOLLOWING DEMOLITION ACTIVITIES, PATCH AND REPAIR ALL EXISTING SURFACES TO REMAIN. 102 - VINTAGE ROOM CT-1 B-1 PT-1 TC-1 PATCH SHALL MATCH ADJACENT CONDITIONS FOR A UNIFORM APPEARANCE. 103 - CHOCOLATE ROOM CT-1 B-1 PT-1 TC-1 - WALL C. PAINTER SHALL BE RESPONSIBLE FOR THE REMOVAL OF HARDWARE, SWITCHES COVERS, 104 - GUMMI ROOM CT-1 B-1 PT-1 TC-1 SEE PLAN & ELEVATIONS FOR ADDITIONAL PAINT PT-1 (BY TGC) - CEILING O 2015 A&E NATIONAL OUTLETS COVERS, ETC. AND REINSTALLATION OF SAME AFTER PAINTING. 105 - STOCK ROOM CONC B-2 PT-1/W-1 TC-2 W-1 WHERE SHOWN ON THE PLAN, PATCH & PAINT ALL WALLS UP TO 6'-0" THESE PLANS ARE COPY D. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRED WALLS TO HAVE METAL CORNER BEADS TAPED AND SPACKLED SMOOTH. RIGHTED AND ARE E. TGC WILL REPAINT AND/OR REPAIR THE LANDLORD'S PROPERTY (BULKHEADS, REAR SPECIFICALLY PROVIDED FOR CORRIDOR, ETC.) DAMAGED DURING TENANT IMPROVEMENT. USE OF THE OWNER AND F. ALL PAINTS & WALL COVERINGS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURERS DESIGNED FOR CONSTRUCTION SPECIFICATIONS AND RECOMMENDATION FOR THE PARTICULAR SURFACE. BY A & E NATIONAL AND G. AFTER COMPLETION OF PAINTING, ALL PAINT MATERIALS AND EQUIPMENT SHALL BE REMOVED. ARE INTENDED FOR NO OTHER ALL PAINT SPOTS REMOVED AND ALL AREAS THOROUGHLY CLEANED. ANY DIRT AND DEBRIS PURPOSE. PERMISSION FOR CAUSED BY WORK SHALL BE CLEANED UP AS WORK PROGRESSES. USE OF THIS DOCUMENT IN H. RETOUCH OR REFINISH SURFACES DAMAGED BY SUBSEQUENT WORK AS DIRECTED BY TGC. FLOOR COORDINATION NOTES WALL & PAINT LEGEND FLOORING KEY & LEGEND PART OR WHOLE WITHOUT THE COST OF SUCH RESTORATION WORK SHALL BE BORNE BY THE TGC. WRITTEN CONSENT OF A & E I. WIPE CLEAN ALL SURFACES WITH A DAMP CLOTH. NATIONAL IS PROHIBITED. 1. PRIOR TO INSTALLATION OF FLOORING, COORDINATE WORK, EXISTING FLOOR SURFACES, AND PT-1 BEN MOORE CC20: DECORATOR'S WHITE: EGG SHELL CT-1 CERAMIC TILE, FAUX WOOD J. BASE TO BE GLUED TIGHT TO WALL, WITH NO DELAMINATION OR BUBBLES. FINAL FLATNESS REQUIREMENTS WITH FC. FINISH STAGGERED PLANK PATTERN (33-1/3%) K. THE FLOORING CONTRACTOR SHALL HAVE A MINIMUM FIVE YEARS EXPERIENCE WORKING WITH 2. TILE FLOORING SHALL EXTEND FROM DEMISING WALL TO DEMISING WALL AND FROM LEASE LINE PT-2 BEN MOORE CHALKBOARD PAINT (308): EGGSHELL CHERRY PORCELAIN PLANK - 6" x 36" THESE TYPES OF PRODUCTS. TO INTERIOR WALL BETWEEN SALES AREA / STOCK ROOM. PT-3 BEN MOORE TO MATCH CEILING TILES: BRIGHT WHITE GLOSS TOBACCO BROWN #52 SANDED GROUT L. PATCH ALL AREAS WHERE FLOOR IS CRACKED OR NOT LEVEL PRIOR TO FLOORING 3. TILE FLOORING SHALL BE COMPLETELY INSTALLED PRIOR TO SHIPPING AND INSTALLATION OF PT-4 SHERWIN WILLIAMS: SEA FOAM GREEN, EXTRA WHITE 1/16" GROUT JOINTS MAX INSTALLATION. MILLWORK FIXTURES. (CUSTOM COLOR INFORMATION) T-1 1" WHITE HEX TILE (FIELD), 1/8" BLACK GROUT M. INSTALL ALL FLOORING PER MANUFACTURER'S SPECIFICATIONS. PROVIDE ALL NECESSARY 4. TGC PROVIDE A CONTINUOUS BEAD OF SILICONE SEALANT BETWEEN THE FLOOR AND ALL - MULTI-SURFACE ACRYLIC T-2 1" BLACK HEX TILE (FIELD), 1/8" BLACK GROUT CONTROL JOINTS, EXPANSIONS JOINTS, AND GAPS REQUIRED PER MANUFACTURER'S DEMISING WALLS FOLLOWING INSTALLATION OF PORCELAIN TILE FLOOR (SALES SIDE ONLY). - CCC' COLORANT Oz 32 64 128 RECOMMENDATIONS. L1 BLUE - 10 - 1 T-3 1" MINT HEX TILE (TEXT SHADOW), 1/8" BLACK GROUT A& E NATIONAL N. TYPICAL FLOOR COVERING TRANSITIONS ARE AT CENTERLINE OF DOOR OR AT CENTERUNE - Y3 DEP GOLD - 9 - - A & E NATIONAL OF OPENING WHERE NO DOOR IS PRESENT. - G2 NEW GREEN - - - 1 0. ALL TILE TO BE SET FLAT, LEVEL, AND GROUT JOINTS ARE TO BE EQUAL IN DIMENSION. - Y1 YELLOW - 3 - - CONC SEALED CONCRETE; USDA APPROVED, 2-COMPONENT ARCHITECTURE CONFIRM WIDTHS WITH TENANT. PROVIDE GROUT SAMPLES FOR APPROVAL. - SW CODE B66w005o1 (ORDER #3612-102686) WATER BASED EPDXY CONCRETE FLOOR SEALER. OF OREGON , P.C. P. TGC SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE FINISHES IN THE STORE, - SPRAY APPLY PAINT FINISH COLOR TO BE GRAY (OR SELECTED FROM MANUF. WALLS, FLOORS AND CEILINGS PRIOR TO TURNOVER. TGC SHALL TOUCH-UP ALL CORNER WALL FINISH/PAINT COORDINATION NOTES STANDARD COLORS) 1812 NORTH 2O3rdSTREET BEADS, WALLS, CEILINGS, AND FLOORING PRIOR TO TURNOVER AND ANY DAMAGE CAUSED BY (E3) GOLD PAINT FURNISHED AND INSTALLED BY FC ELKHORN, NE 68022 OTHER TRADES INCLUDING MILLWORK. 1. ALL PAINTING IN ROOMS 100-104 TO BE COMPLETED PRIOR TO SHIPPING AND INSTALLATION PH: 402-614-4434 Q. ALL MILLWORK TO BE FURNISHED AND INSTALLED BY THE FC. COORD. WITH SHEEP 2.0. OF MILLWORK FIXTURES. COORDINATE WITH FC. FAX: 402-614-4431 2. GWB WALL AND CEILING SURFACES TO BE SMOOTH WITH NO TEXTURE. TC-1 POWDER COATED ALUMINUM CEILING PANEL AND MOLDING. WALL BASE KEY & LEGEND R. TENANT TO EXTEND LANDLORD FLOORING FINISHES TO NEW STOREFRONT IN ANY/ALL AREAS 3. PAINT APPLICATION SCHEDULE: (1) COAT PRIMER (2) COATS FINISH PAINT. (LP FURNISHED, TGC INSTALLED) WHERE NEW STOREFRONT RECESSED BEHIND LEASE LINE. TENANT TO REPAIR MALL FINISHES 4. ALL SALES AREA WALLS SHALL BE FINISHED TO A LEVEL 4 FINISH FROM 8'-6" A.F.F. TO 6" (FLOORING) TO AS-NEW CONDITION, REPLACE AS NEEDED. COORDINATE WITH ONSITE MALL ABOVE THE CEILING, OR WHERE EXPOSED TO VIEW U.N.O. WALLS NOT EXPOSED TO VIEW ARE TC-2 CONVERT EXIST 2x4 GRID TO A 2x2 GRID. TGC TO FURNISH AND B-1 BASE 6" - CHEMETAL BASE FACILITIES MANAGER. ONLY REQUIRED TO BE LEVEL 1 FINISH. INSTALL NEW VINYL LAY-IN TILE (USG CUMA PLUS OR EQUAL) B-2 RAY VINYL BASE; G CHARCOAL BASE 4" - CHARC 5. ALL WALLS IN THE STOCK ROOM SHALL RECEIVE A LEVEL 3 FINISH UP TO 8'-0" A.F.F. CHARCROPPE ALG#123 OR EQUAL 6. ALL SURFACES SCHEDULED TO RECEIVE PT-2 SHALL RECEIVE A LEVEL 5 FINISH FOR THE YJ_1 FRP - MARLITE - P118 ALMOND ENTIRE SURFACE AREA PLUS 12" IN ALL DIRECTIONS. STOCK ROOM; UP TO 8'-0" A.F.F. AT WET WALLS e ' e , i . 0 SALES 0 STOCK ROOM i PROVIDE M DIVIDER, o w SUCH AS SCHLCHLUTER FLOAT ENTRY TILE LEVEL WITH ADJACENT FLOORING = MALL FLOORING / CT-1 CT-1 TILE METAL TRANSITION 'mow THIN SET GROUT THIN SET GROUT " - EXISTING CONCRETE SLAB LLA EXISTING CONCRETE SLAB SEE PLAN / ROOM FINISH SCHED. ~`" W � 4 FLOOR TRANSITION DETAIL 3 FLOOR TRANSITION DETAIL 2 STOREFRONT ENTRY - MOSAIC FLOOR TILE COP) A1 .2 SCALE: 1 1/2" = 1'-0" A1 .2 SCALE: 1 1/2" = 1'-0" A1 .2 NO SCALE 0 "m Z y J = J ® 0 O W ' � 3 PROVIDE A LEVEL 5 FINISH AND Q. PAINT WALL, DOOR FRAME AND DOOR PT-1. SEE WALL FINISH/PAINT COORDINATION NOTES GUMMIROOM CHOCOLATE ROOM APOTHECARY ROOM CT-1 CT-1 CT-1 PROVIDE FLOOR TRANSITION FROM B-1 B-1 PROVIDE LEVEL 1 FINISH BELOW B 1 TGC TO PATCH, REPAIR, PAINT NEUTRAL PIER AS FINISH FLOOR AT SALES AREA TO 8'-6" AND LEVEL 4 FINISH ABOVE REQUIRED, TYP. STOCK ROOM. PT-1 PT-1 8'-6", U.N.O. SEE WALL FINISH/PAINT PT-1 SERVICE CORRIDOR TC-1 TC-1 COORDINATION NOTES, TYP. TC-1 ........ — - _� .... _ ........ TGC TO FURNISH AND INSTALL 3/4" BLACK REVEAL AT BOTH NEUTRAL PIERS, TYP. .. ...... _. STOCKROOM ❑ CONC o B-2 -1/PT- SERVICE I GU MI RO M CORRIDOR STOCKROOM TC-2 ( 105 ENTRY TILE FIELD TO BE T-1. INSTALL"SWEET SHOP" USING T-2 TILES WITH MINT T-3 SHADOW. SEE EXAMPLE OF MOSAIC THIS SHEET. FURNISHED BY LP, INSTALLED BY TGC. PATCH / REPAIR ALL WALL SURFACES FOLLOWING DEMO. I I MALL COMMON ARS PAINT PT-1 FROM FLOOR TO AREA CEILING (11'-0"t) I PROVIDE METAL TRANSITION ON BOTH SIDES OF THE HEX ti rj 2 1 TILES WHERE ABUTTING EXISTING AND NEW FLOOR TILE. FEC DBRT MEISTER A4.0 A4.0 i 1 T NEBRASKA A3.0 TGC TO PAINT (PT-2) INSIDE OF FINISHED S 1 G WOOD PIER AT BOTH SIDES OF OPENING. i�d TGC TO FURNISH AND INSTALL FRP WALL PANELS (W-1) WHERE SHOWN DASHED. TGC TO PREP AND PAINT ENTIRE WOOD STOREFRONT PT-4 FOLLOWING INSTALLATION BY FC. WASHINGTON SQUARE 9642 SW WASHINGTON SQUARE RD C TGC TO PATCH/INFILL MALL TILE FLOORING UP TO TIGARD, OR 97223 I, NEW STOREFRONT GWB. CONTACT MALL OPERATIONS SPACE G12)/ TOILET I MANAGER FOR FLOOR MATERIAL INFORMATION. 106 101 SUBMITTAL r - - � OWNER REVIEW 08/11/2015 PERMIT SET 08/18/2015 - \ I II I DD CAMERAS 09/01/2015 r --- + ❑❑ .......- — .................. _ LAN REVIEW COMMENTS 09/15/2015 _ ............................... — — TOILET PROVIDE A LEVEL 5 FINISH AND PAINT WALL, PT-2 CONC VINTAGE ROOM SEE WALL FINISH/PAINT COORDINATION NOTES ADJACENT TENANT SPACE TRUFFLE BAR B-2 CT-1 CT-1 -1/PT- EXIST GWB WALLS B-1 B-1 TILE FLOORING SHALL EXTEND FROM DEMISING WALL TO PT-1 EXIST GWB CEILING PT-1 DEMISING WALL AND FROM LEASE LINE TO INTERIOR WALL T-1,2 TC-1 BETWEEN SALES AREA / STOCK ROOM. TC-1 INTERIOR FINISH NOTE: PLAN TGC PROVIDE A CONTINUOUS BEAD OF SILICONE SEALANT BETWEEN THE FLOOR AND ALL DEMISING WALLS FOLLOWING INSTALLATION OF PORCELAIN TILE FLOOR (SALES SIDE ONLY). SHEET NUMBER 1 INTERIOR FINISH PLAN A1 .2 SCALE: 1/4" = 1'-O" A1 . 2 NORTH REFLECTED CEILING PLAN - GENERAL NOTES REFLECTED CEILING PLAN - FLAG NOTES ® DATE: 09/15/2015 JOB NO: 395-007 A. ALL CEILING HEIGHTS INDICATED ARE FROM FINISH FLOOR TO FINISH CEILING, UNLESS OTHERWISE NOTED. R�::> NEW TIN LAY-IN CEILING AND MOLDING (MATERIAL FURNISHED BY LP) INSTALLED BY TGC. SCALE: AS NOTED B. REFER TO ELECTRICAL DRAWINGS FOR EXACT NUMBER AND TYPE OF LIGHT FIXTURES TGC TO FURNISH, INSTALL AND COORDINATE PAINTING OF CEILING GRID. CHECKED: 09/15/2015 TO BE PROVIDED. CROWN MOLDING AT PERIMETER OF SALES AREA. MATERIAL FURNISHED BY LP AND INSTALLED BY TGC. C. COORDINATE CEILINGS WITH MECHANICAL SEE MECHANICAL PLAN FOR LOCATIONS OF ALL DIFFUSERS, DUCTS, RETURN AIR GRILLS, AND ANY ADDITIONAL MECHANICAL 3. NEW BULKHEAD WITH PAINT, COORDINATE WITH WALL SECTIONS. © 2015 A&E NATIONAL EQUIPMENT. 4. CONCEALED TRACK FOR STOREFRONT GRILLE D. COORDINATE WITH MECHANICAL DRAWINGS FOR SPRINKLER SYSTEM CHANGES. ALL THESE PLANS ARE COPY HEADS TO MATCH CEILING PAINT COLOR. 5. TGC TO COORDINATE PLACEMENT OF ALL LIGHTS WITH ARCHITECT, FC, AND ELECTRICIAN RIGHTED AND ARE PRIOR TO INSTALLATION OF FIXTURES. E. SUPPORT WIRES FOR CEILING GRID, LIGHTS, AND HVAC EQUIPMENT ETC. IS NOT SPECIFICALLY PROVIDED FOR ALLOWED TO BE CONNECTED TO ANY OF THE LANDLORD'S ELECTRICAL, PLUMBING, FIRE TRACK LIGHTS TO BE INSTALLED 3'-0" FROM CROWN MOLDING ON MILLWORK. USE OF THE OWNER AND PROTECTION PIPING, MECHANICAL EQUIPMENT, OR ROOF DECK. • F6 FIXTURES TO BE PARALLEL AND CENTERED OVER TABLES DESIGNED FOR CONSTRUCTION F. ALL SUPPORT WIRES MAY ONLY BE CONNECTED TO THE TOP CORD OF JOIST AND/OR • F7 OVER GUMMI BEAR TO BE CENTERED AND SLIGHTLY FORWARD. BY A& E NATIONAL AND STRUCTURAL MEMBERS. ARE INTENDED FOR NO OTHER G. ALL SPRINKLER HEADS TO BE RECESSED AND COVERED WITH METAL ESCUTCHEON PURPOSE. PERMISSION FOR PLATES FINISHED TO MATCH ADJACENT SURFACE. CENTER SPRINKLER HEADS IN CEILING COORDINATION NOTES USE OF THIS DOCUMENT IN TILES WHERE APPLICABLE. PART OR WHOLE WITHOUT WRITTEN CONSENT OF A& E 1. CONTRACTOR TO PAINT ALL CEILING GRID, DIFFUSERS, GRILLES, AND ACCESSORIES TO MATCH NATIONAL IS PROHIBITED. TIN CEILING TILES (BRIGHT WHITE GLOSS) AND GWB CEILING (PT-3). 2. SPRINKLER ESCUTCHEONS SHALL BE FACTORY FINISHED. PROVIDE BRIGHT WHITE GLOSS FINISH TO MATCH CEILING TILES AS CLOSE AS POSSIBLE. 3. INSTALL HOLD-DOWN CLIPS AT ALL PANELS. VERIFY PROOF OF INSTALLATION DURING PUNCH UST WALK THROUGH. A & E NATIONAL NOTES: A & E NATIONAL 1. SUSPENDED CEILINGS SHALL BE DESIGNED TO MEET THE SEISMIC ARCHITECTURE FORCE REQUIREMENTS OF ASCE 7-10 SECTION 13.5.6 AND SHALL BE INSTALLED WITH THE REQUIREMENTS LISTED IN SPECIFICATION OF OREGON , P.C. 09511 OR INSTALLED PER AN ACCEPTED STANDARD. 12 GA. VERTICAL HANGER WIRE AT 4'-0" EACH 1812 NORTH 203rd STREET WAY (4' O.C. AT MAIN RUNNER) WITH MIN 3 2. CEILING GRID, WIRES, STRUTS, CEILING TILE CLIPS, ETC. TO BE ELKHORN, NE 68022 FURNISHED AND INSTALLED BY TGC. TIN CEILING TILES TO BE TIGHT TURNS IN 3" BOTH ENDS, TYP. PH:402-614-4434 FURNISHED BY LP AND INSTALLED BY TGC. NOTE: SEISMIC POST OF 1/2" EMT RUN TIGHT 3. ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED PER SPECIFICATION STRUT TIE TWO ADJACENT WALL TO CEILING FAX: 402-614-4431MIN. N0. 12 GAUGE TO STRUCTURE ABOVE. SEE SCHEDULE. 09511• MAIN AND CROSS RUNNERS 4. PROVIDE 2" LONG HORIZONTAL LEG ® PERIMETER WALLS FOR O O O SUSPENDED CEILING AND 3/4" GAP AT END TILES 12 GA VERT. HANGER WIRE TURN TGC FIELD VERIFY EXISTING STRUCTURE HEIGHTS AND PROVIDE CEILING GRID LEVEL PRIOR TO SETTING 5. TO O TUBE. HEIGHTS TO ARCHITECT. FIELD VERIFY COMPRESSION STRUT LENGTHS \\r AND NOTIFY ARCHITECT IF THEY EXCEED THE LENGTHS PROVIDED IN + + + 3/4" EMT THE STRUT SCHEDULE. THE EXISTING STRUCTURE MAY BE ci 2APPROXIMATELY 30'-0" AFF. + DRILL 5/32" HOLE AND INSTALL 1/8" o DESIGN SHALL CONFORM TO NWCB TECHNICAL BULLETIN 401 OR i BOLT AND LOCKING NUT. INSTALL BOLT ASCE 7-05 AND THE CISCA STANDARDS FOR SEISMIC DESIGN IN 6'-0" 12'-0" O.C. 3/8" MIN. CLEAR TO SECURE ONE TUBE TO THE OTHER. 3/4" TUBES SHALL LAP ONE ANOTHER AT ZONE 3, CATEGORY D. 8" LEAST 4" IN FULLY EXTENDED POSITION MAXIMUM RECOMMENDED LENGTHS FOR VERTICAL STRUTS o + + COMPRESSION PIPE STRUT SIZE SCHED 12 GA. BRACING WIRE WITH MIN 4 TIGHT O TURNS IN 1-1/2" BOTH ENDS OF WIRE SIZE (DIAMETER) L (MAX. HEIGHT) CONNECTED TO MAIN RUNNERS, TYP. 1/2" x 22GA S-0" SPLAY IN 4 DIRECTIONS 90' APART. 8" 3/4" x 22GA 4'-0" 3/4" MIN. CLEAR �+ CROSS RUNNER OR SLOT END OF TUBE TO FIT OVER MAIN RUNNER 1" x 22GA 6'-0" 6'-0" 12'-0" O.C. MAIN RUNNER 1 1/4" x 20GA 7'-0" 1 1/2" x 20GA 8'-6- MAIN RUNNER 2" x 20GA 11'-6" ELEVATION PLAN y CROSS TEE 2 1/2" x 18GA 14'-6" C 3" x 16GA 17'-3" Z O 3 1/2" X 16GA 23'-3" METAL STUDS (20 GA) W © SIZE (DIAMETER) L (MAX. HEIGHT) � O 1-5/8" STUD, SINGLE 12'-0" Q y Q 1-5/8" STUD, BACK TO BACK 15'-0" Z Z 2-1/2" STUD, SINGLE 13'-6" C Q 2-1/2" STUD, BACK TO BACK 15'-0" y J J • � 0 W 2 SUSPENDED CEILING SYSTEM DETAIL 3 SUSPENDED CEILING SYSTEM PLAN AND ELEVATION 3 A1 .3 NOT TO SCALE A1 .3 NOT TO SCALE EXTEND EXISTING CEILING GRID SEE FINISH/PAINT COORDINATION NOTES FOR SERVICE CORRIDOR TO DEMISING WALL FOLLOWING TIN CEIUNG TILE (TC-1, TYP) DEMOLITION OF INTERIOR CONTRACTOR FINISHES AND HOLD DOWN CLIPS, TYP. EL = 11' PARTITION. F2 FIA • .......... ...._ .. ... ........... I I O F1 M REWORK GRID AS REQUIRED C OCOLA E ROo O TGC TO PAINT BULKHEAD FOR NEW PLUMBING. 10 N7 17 I 3 AND WALLS PT-1 - 1 1 ( :` p, 2 ` O p7 .. SERVICE I G M R OM CORRIDOR .STOCKROOM 1 4 jiED AIDC 1 F6 F6 L . F6 F6 F6 F6 1 ti�S� fir? I A3.1 W n ROBERT T FECHTMEISTER,� TC-2_ I • OMAHA, • =10'-0"ATT F2 4' 11 - -0" -0" -0" -9" P NEBRASKA Z FM 1 0 I MALL COMMON AREA 5 1 C1 F7E F7E F7E FIA I GW BULKHEAD `. 0 i � ,, 0 Q � I � EL B= 10'-0" A.F.F. TGC TO CONVERT EXISTING 2x4 CEILING TO A 2x2 CEILING. PAINT GRID AS REQUIRED TO PROVIDE A -11" CONSISTENT COLOR THROUGHOUT. ) 1' 111• i 4 C i I 3 TGC TO PAINT BULKHEAD PT-3 WASHINGTON SQUARE 9'- 0" -o" " 4'-0" 4'-0" 4'-0" 4'-0" 2 - 9642 SW WASHINGTON SQUARE RD _ F8 TIGARD, OR 97223 i SPACE G12 I F6 F6 � .. ( @ _: 3 TGC TO PAINT BULKHEAD SUBMITTAL 6 6 F6 F6 6 F6 - AND WALLS PT-1 • OWNER REVIEW 08/11/2015 PERMIT SET 08/18/2015 jl t TOILET 0 a, I DD CAMERAS 09/01/2015 106 O LAN REVIEW COMMENTS 09/15/2015 I!, E o 101 . _...... ............. € Zib 1 2 TYP. TYP. ADJACENT TENANT SPACE EQUIPMENT AND MILLWORK SHOWN REFLECTED HALF TONED FOR REFERENCE. CEILING PLAN SHEET NUMBER 1 REFLECTED CEILING PLAN Al • 3 A1 .3 SCALE: 1/4" = 1'-0" NORTH ENVIRONMENTAL HEALTH NOTES FIXTURE SCHEDULE EQUIPMENT SCHEDULE DATE: 09/15/2015 JOB NO: 395-007 A. BROOMS, DUSTPANS ARE STORED IN BACK STORAGE / STOCK ROOM ABOVE MOP SINK, MOP CODE QTY DESCRIPTION CODE OTY DESCRIPTION MANUFACTURER MODEL# REMARKS SCALE: AS NOTED BUCKETS ARE STORED IN THE MOP SINK WHEN NOT IN USE. B. ALL FOOD COMES FROM AN INSPECTED AND APPROVED SOURCE. F-1 1 MANAGERS DESK & WALL SHELF — (REUSE EXISTING) E-1 2 TRUFFLE DISPLAY CASE ALTERNATIVE AIR MCCA-96—R SELF CONTAINED UNIT; FURNISHED BY LP AND INSTALLED BY FC CHECKED: 09/15/2015 F-2 6 49" WIDE FIXTURE WITH SHELVES AND LOWER DOORS E-2 2 BEVERAGE CENTER (1.7 CU.FT.) KENMORE 99283 FURNISHED AND INSTALLED BY LP C. NO POTENTIALLY HAZARDOUS FOOD WILL BE SERVED. F-3 2 POINT OF SALE (POS) COUNTER E-3 2 SODA COOLER TURBO AIR TOM-50B SELF CONTAINED UNIT; FURNISHED BY LP AND INSTALLED BY FC D. ALL FOOD AND CANDY PRODUCTS SOLD ARE FACTORY PREPARED AND WRAPPED OFF—SITE. F-4 2 END COLUMN WITH GLASS SHELVES — 36" WIDE E-4 1 HAND SINK SEE PLUMBING SHT. — TGC TO PROVIDE CLEAR ACRYLIC SPLASH GUARD WITH SMALL BLACK SCREWS. © 2015 A&E NATIONAL E. NO FOOD OR CANDY PRODUCT IS PRODUCED / PROCESSED ON—SITE. F-5 2 END COLUMN WITH GLASS SHELVES — 44" WIDE E-5 1 FAUCET SEE PLUMBING SHT. — SPLASH GUARD SHALL BE 12" TALL x WIDTH OF SINK +6". THESE PLANS ARE COPY F. NO FOOD WILL BE MIXED, ASSEMBLED OR DECORATED ON—SITE. F-6 1 WORK / SERVICE COUNTER WITH BASE CABINETS E-6 1 PAPER TOWEL HOLDER UUNE (OR EQUAL) H2269 TGC TO FURNISH AND INSTALL ON INSIDE FACE OF CABINET DOOR RIGHTED AND ARE G. BULK PRODUCT STORAGE IN STOCK ROOM CONSISTS OF FACTORY SEALED PRODUCTS. NO F-7 1 LOW POP WALL E-7 1 BUZZER SEE ELECTRICAL SHT. — — SPECIFICALLY PROVIDED FOR OPEN PRODUCT / PARTED OUT PRODUCT IS STORED IN THE STOCK ROOM. F-8 0 3—BIN FIXTURE E-8 2 DOOR BELL SEE ELECTRICAL SHT. - - USE OF THE OWNER AND H. SOME PRODUCTS ARE UNPACKAGED AND STORED / SOLD FROM ACRYLIC BINS ON THE SALES F-9 17 4—BIN FIXTURE E-9 1 MOP SINK AND FAUCET SEE PLUMBING SHT. - - DESIGNED FOR CONSTRUCTION FLOOR. THE BINS CONTAIN AN ATTACHED HINGED LID AND A SCOOP HOLDER INSIDE THE BIN. F-10 7 5—BIN FIXTURE E-10 1 MOP / BROOM HOLDER UUNE (OR EQUAL) H2840 — THE SCOOP IS NOT ATTACHED TO THE BIN. I I BY A& E NATIONAL AND I. THE BINS, SCOOPS, AND OTHER UTENSILS ARE WASHED IN A 3—COMPARTMENT SINK. F-11 1 GUMMI BASE WITH BINS — 58" WIDE E-11 1 3 COMPARTMENT SINK AND FAUCET SEE PLUMBING SHT. — 18"W x 241 x 14"D WELLS; MAX VINYL BIN SIZE IS 8" WIDE x 12" DEEP x 12" TALL ARE INTENDED FOR NO OTHER F-12 2 CONSOLE TABLE — 30" X 58" E-12 1 FLOOR SINK SEE PLUMBING SHT. — — PURPOSE. PERMISSION FOR J. ALL SURFACES WHERE FOOD PRODUCT IS LOCATED ARE TO BE SMOOTH AND EASILY F-13 4 CONSOLE TABLE — 30" X 69 E-13 1 WELL ORGANIZER SHELVES AMCO 11 AC1248CP 2—SHELF DRYING RACK USE OF THIS DOCUMENT IN CLEANABLE. F-14 1 CONSOLE TABLE — 36" X 80" E-14 1 MANUAL SOAP DISPENSER ECO LAB SYSTEMS NEXA - PART OR WHOLE WITHOUT F-15 2 CONSOLE TABLE — 36" ROUND E-15 1 PAPER TOWEL DISPENSER ULINE (OR EQUAL) H2275 - WRITTEN CONSENT OF A& E F-16 2 BASE INET UNDER FRONT WINDOW E-16 1 HAND SINK SEE PLUMBING SHT. - - NATIONAL IS PROHIBITED. F-17 1 32" WIDE FIXTURE WITH WOOD SHELVES E-17 1 WATER HEATER SEE PLUMBING SHT. — — F-18 1 40" WIDE FIXTURE WITH WOOD SHELVES E-18 1 UPRIGHT FREEZER (16.6 CU.FT.) KENMORE 22742 FURNISHED AND INSTALLED BY L&P F-19 2 WALL SHELVING — COORDINATE WITH LP E-19 1 MEDIA CABINET VIDEO MOUNT PROD. ERWEN-12E SEE ELECTRICAL SHT. F-20 1 WALL SHELVING — COORDINATE WITH LP E-20 1 LOCKER (6—TIER) UUNE (OR EQUAL) H-1845 TGC TO BOLT TO FLOOR E-21 1 WALL MOUNTED COAT RACK — — PROVIDE 48" WIDE HANGING BAR AND SHELF SIM TO UUNE H2515 E-22 3 STORAGE RACK METRO 2448NK3 SUPER ERECTA SHELF, FURNISHED AND INSTALLED BY LP E-23 1 FLOOR SAFE SENTRY FIRE SAFE — FURNISHED BY LP, TGC TO BOLT TO FLOOR A& E NATIONAL E-24 1 TIMECLOCK SEE ELECTRICAL SHE — — A & E NATIONAL E-25 1 STOREFRONT GRILLE METRO DOOR V36 LEXAN FURNISHED AND INSTALLED BY LP / LP VENDOR, TGC TO COORDINATE WITH FRAMING. ARCHITECTURE E-26 2 FIRE EXTINGUISHER — — PROVIDE WALL MOUNTED EXTINGUISHER AT STOCK ROOM, PROVIDE EXTINGUISHER AT POS. E-27 2 STORAGE RACK METRO 1836NK3 SUPER ERECTA SHELF, FURNISHED AND INSTALLED BY LP OF OREGON, P.C. E-28 3 WALL MOUNTED STORAGE CABINET — — WHITE CABINET WITH LOCK, 30" WIDE x 30" TALL x 12" DEEP. TGC TO FURNISH AND INSTALL 1812 NORTH 203rd STREET ELKHORN, NE 68022 PH: 402-614-4434 FAX: 402-614-4431 y y E W CWLZ V W y W ?� O Z � a a y - � � o W 3 � 3 70'-7" LEASE LINE (F.V.) X X X X S-10" 20'-0" 20'-0" 20'-0" 6'-9" F.V. F.V. 2'-11" 65'-2" 2'-6" F.V. F.V. SERVICE CORRIDOR E-19 E-26 F-2 F-2 F-10 F-9 F-9 F-10 F-9 F-9 F-17 F-7 F—g CHOCOLATE ROOM F-9 E-24 FF-20] 103 E 14 0 F-1 E-8 E 15 F-9 F-9 F-18 F-16 E-23 E-16 F-10 5ERVICECER ORRIDOR I 105 GUMMI04 OOM STOCKROOM E-11 F-10 FECHTMEISTERO ROBERT c{ __-- E-12 • OMAHA, E-13 F-12 F-12 F-13 F-13 F-13 F-13 I P NEBRASKA Z APOTHECARY S 1 0 E-19 I, I I MALL COMMON Li Z E-21 F-11 g 100 I AREA Z Li F E-20 E—g w I 2 F-15 F-15 1 I E-25 " E-10 A4.0 A4.0 �i • LL: E-22 E-17 ABOVE A I A3.0 F-3 I I CD E-8 F-3 I M WASHINGTON SQUARE 70 r E-27 F-10 E-26 E-1 E-1 9642 SW WASHINGTON SQUARE RD TIGARD, OR 97223 - SPACE G12 E-18 i F-4 F F-5 F-14 SUBMITTAL F-16 F-10' OWNER REVIEW 08/11/2015 f-9 _ ..... ._ PERMIT SET 08/18/2015 r� E-3 DD CAMERAS 09/01/2015 I. I F-19 VINTAGE ROOM F-19 LAN REVIEW COMMENTS 09/15/2015 TOILET I I 102 E-4 F-6 I [gFF-9� 106 E-5 TRUFFLE BAR E-6 I I E-2 101 F-9 F-9 F-9 F-10 F-9 F-9 � 4'-1 J E-3 I IIMIN r L — JL — J J - E-28 " 0 ADJACENT TENANT SPACE EQUIPMENT AND OMIT ACCOMMODATETTURNNGELVING RADUS.O FIXTURE PLAN SHEET NUMBER EQUIPMENT AND FIXTURE PLAN A2 . A2.0 SCALE: 1/4" = 1'-0" NORTH STOREFRONT NOTES: DATE: 09/15/2015 1. TENANT STOREFRONT MUST BE SELF SUPPORTED. STOREFRONT JOB NO: 395-007 BE SUSPENDED FROM MALL BULKHEAD. SCALE: AS NOTED 2. ONCE THE BARRICADE IS REMOVED, TGC TO PATCH AND PAINT BOTH CHECKED: 09/15/2015 SIDES OF NEUTRAL PIERS, COORDINATE WITH MALL OPERATIONS TO GET THE PAINT COLOR. 3. WOOD CLAD PIERS FURNISHED AND INSTALLED BY FC. TGC TO PREP 1 2 AND PAINT ALL STOREFRONT MILLWORK PT-4, TYP. FRAMING NOTE: © 2015 A&E NATIONAL ILLUMINATED STORE SIGN, SEE STOREFRONT NOTE 4 ON THIS SHEET AND A3.1 A3.1 4. SUBMIT SIGN SHOP DRAWINGS UNDER SEPARATE SUBMISSION FOR PROVIDE (8) #10 TEK SCREWS AT STRAP SPLICES THESE PLANS ARE COPY CROWN MOLDING FURNISHED REFERENCE ELEVATIONS ON SHEET A3.1 REVIEW, APPROVAL, AND PERMITTING. METAL FRAMING, COORDINATE AND END CONNECTIONS TO BOX COLUMNS. AND INSTALLED BY FCRIGHTED AND ARE WfIH WALL SECTIONS - - SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND N N N N DESIGNED FOR CONSTRUCTION 3-5/8" METAL STUDII BY A& E NATIONAL AND WITH 5/8" GWB WALL $ II II t_ $ II II $ _ II ARE INTENDED FOR NO OTHER II \\ I II II \ II II PURPOSE. PERMISSION FOR CoM AND -�� j \ r / II USE OF THIS DOCUMENT IN WOOD CLAD BULKHEAD TGC TO FURNISH AND II 1 \/ �/ / II It \ \/ / II II . \ \/ X II PART OR WHOLE WITHOUT INSTALL 3/4" BLACK II \.A/ II II \A/ U II \�/ II II \ II REVEAL AT BOTH II �.� It II } II II A/\ II 11 Il WRITTEN CONSENT OF A& E NEUTRAL PIERS, TYP. II / X \ II II / } \ II 11 / �. \ II II / K \ II NATIONAL IS PROHIBITED. STOREFRONT WINDOW / 3-5/8" METAL STUD II / WITH 5/8" GWB PIER 1' \ \ METAL STUD CROSS BRACING AT / / \ WOOD CLAD PIER / / / / / \ II I / / \ 48" O.C. VERTICALLY I / \ \ II II WALL MOUNTED SCONCE LIGHT — \ WITH 12"0 GLOBE, SEE ELEC. IV /— - -\ VI IV r \ VI IV �- -\ VI IV r- - -\ VI NEUTRAL PIER, TGC TO PATCH. / / / " / STOREFRONT WINDOW (I / I) (I TREATED 2x4 WOOD BLOCKING REPAIR, AND PAINT. RETURN / AT EACH FACE OF EACH PIER, N II I A& E NATIONAL MALL BASE INTO POCKET. LOCATE AT MID POINT OF PIER. PAINTED WOOD CLAD PIER, it \ y �j it \ y yl t yl IIAI WOOD CLAD PIER If, \ / /11 � If, \ / �I. II \ / At II \ / AA & E NATIONAL / TGC TO PREP AND PAINT ALL z {I t II II II II STOREFRONT MILLWORK PT-4, \ / \ / \ > \ / ARCHITECTURE / TYP. a II \ \ o o _I I OF OREGON , P.C. 0 0D EXIST NEUTRAL PIER �4 II \ \ / / IC II \ / r IICD 1812 NORTH 203rd STREET \ / / II II \ / . . II ELKHORN, NE 68022 II II PH: 402-614-4434 A3 p i i II y ( It II y II II y ( II II y \� II FAX: 402-614-4431 II /V\ II If /V\ II II . /V\ II II /V\ II VINYL GRAPHIC, FURNISHED II / / \ \ II / / \ \ II BRACING. PROVIDE AT EACH / AND INSTALLED BY LP 3-5/8" METAL STUD II / / \ \ II / / \ \ I FACE OF EACH PIER. II / / \ PURVEYORS of SWEETNESS ANDIES&CONFECTIONS WITH 5/8" GWB WALLir CD II nGARD.OR- nG D.OR- II II r \ N II / \ II it/ \ it CHEMETAL BASE, FURNISHED _ _......................_ AND INSTALLED BY FC -- 8'-0" OPENING (STOREFRONT GRILLE) PIERS UPDATED TO REFLECT Cj 2'-3" 5'-3" 2'-3" 8'-3" 2'-3" 5'-3" 2'-3" 1 –11" REVISED DIMENSIONS ©UPDATED DIMENSIONS SCHEMATIC FRAMING ADDED TO ELEVATION STOREFRONT - FINISHED ELEVATION 2 STOREFRONT - FRAMING ELEVATION A3.0 SCALE: 1/2" = 1'-0" A3.0 SCALE: 1/2" = 1'-0" CA W Z C CJ W y Lu no 5 –3"R.O. 2'-3" 8'-3" R.O. 2'-3" 3 � 0 CA f 1 1 f 1 Z I I I I I I I LEASE UNE a — — — —— — — —— —— —— — — I� I I fi— I— I I �–EXIST NEUTRAL PIER � � � EXIST NEUTRAL PIER Ji I `i I I I I I N I I I I I 0 0 LEASE LINE I I I I SHOP: I I I • W LEASE LINE STOREFRONT GRILLE CENTER UNE 2'-3" 4 5 TILE MOSAIC 6 2'_3. 7 A3.0 A3.0 A3.0 A3.0 1• 2'-6" 5'-0" 2'-6" 8'-0" OPENING 2'-6" 5'-0" 2'-6" 1'-0" 30'-4" LEASE LINE (F.V.) 3 STOREFRONT - ENLARGED PLAN &UPDATED DIMENSIONS A3.0 SCALE: 1/2" = 1'-O" SCHEMATIC FRAMING ADDED TO ELEVATION ALL MDF AND WOOD TRIM TO BE INSTALLED IN FIELD BY THE FC. TGC SHALL PREP AND PAINT ALL STOREFROOMPLETENT MILLWORK WHEN 8'-0" OPENING 8'-0" OPENING 2'-6• 2'-7j"± 2'-3" 2'-3" 2'-103"t OVERHEAD ROLLING GRILLE PROVIDE STUD OR TREATED AND TUBE STEEL STEEL BLOCKING TO SECURE / FILL EXIST DEMISING WALL LPPPORT. UP VENDOR INSTALLED.ED AND GAP D BETWEEN O U NE STEEL TGC TO FURR OUT WALL AS I _ HEX TILE MOSNC AT ENTRY ROBERT FECHTMEISTER, • OMAHA, • REQUIRED. FURNISHED BY LP AND P NEBRASKA Z INSTALLED BY TGC TO EXTEND 5 1 CO TGC TO PATCH. REPAIR, AND THE ENTIRE WIDTH AND DEPTH �1� PAINT NEUTRAL RETURN OF THE ENTRY PIERS. MALL BASE INTO POCKET. TGC TO FURNISH ANDLE INSTALL 3/4" BLACK REVEAL ASHINGTON SQUARE 3 5/8" 20 GA. METAL STUDS ® 16" O.C. WITH 5/8" GWS TYPE X \ /\ / ° \ /\ / \ /\ / 9642 SW WASHINGTON SSQ ARE RD (BY TGC). LEVEL 1 FINISH WHERE I TIGARD, OR 97223 COVERED BY MILLWORK, LEVEL 4 N ( 7 .1 ( N I ( ( SPACE G12 FINISH WHERE EXPOSED AT THE / \ / N ` sc SALES SIDE BULKHEAD. TYP. /\ \ / /\ \ / /\ \ / /\ \ I N SUBMITTAL OWNER REVIEW 08/11/2015 METAL STUD CROSS BRACING AT 48" PERMIT SET 08/18/2015 O.C. VERTICALLY, COORDINATE WITH / / \ \ DD CAMERAS 09/01/2015 FRAMING ELEVATION / / \ \ / / \ \ / / \ \ / / \ \ LAN REVIEW COMMENTS 09/15/2015 mrro TENANT LEASE UNE — — — — — — — — — — — — 2'-3" WINDOW AND GLAZING BY FC BUILT–UP BOX COLUMN WITH 16GA STUDS / TRACK AND 10-16 TEK STOREFRONT 1'-0"t 2'-6" SCREWS AT 120 O.C.AND ANCHOR COLUMN PROVIDE BOOT TO CONC FLOOR 2'-6- 1 –4"t ELEVATIONS & TGC TO PATCH/INFILL TILE FLOORING OREFRONT GWB. USING 3/8" x 3-3/4" EMBED TITEN DASHED LINAND B INDICATE FRAMING AND DRYWALL UP TO NEW CONTACT MALL OPERATIONS MANAGER HD ANCHORS; TYP ALL COL LOCATIONS Q DETAILS ABOVE AND BELOW WINDOW (BY TGC) **SEE DETAILS 4&5/A3.0 FOR TYPICAL NOTES "SEE DETAILS 4&5/A3.0 FOR TYPICAL NOTES FOR FLOOR MATERIAL INFORMATION. SHEET NUMBER 4 ENLARGED PLAN DETAIL 5 ENLARGED PLAN DETAIL s ENLARGED PLAN DETAIL ENLARGED PLAN DETAIL ©• PIER DIMENSIONS UPDATED • A3.0 SCALE: 1 1/2" = 1 -0" A3.0 SCALE: 1 1/2" = 1'-0' A3.0 SCALE: 1 1/2" = 1'-0" A3.0 SCALE: 1 1/2" = 1'-0" BUILT-UP BOX COLUMNS WITH 16GA STUDS/TRACK Q TO BE PROVIDED AT ALL PIER CORNERS / ■ • BRACING ADDED ....... ...... DATE: 09/15/2015 JOB NO: 395-007 SCALE: AS NOTED SAVE AND PROTECT SAVE AND PROTECT MALL BULKHEAD .............. Z ....... ........ .............. .............................--......................... CHECKED: 09/15/2015 EL. 15' . . . . . . . . . . . . . . . . . — — . . od�_ EXISTING MALL . . . . . . EXISTING MALL BULKHEAD TO REMAIN. BULKHEAD TO REMAIN. F.V. LOCATION. F.V. LOCATION. PROVIDE I GAP WHERE NEW BULKHEAD ABUTS 2015 A&E NATIONAL j�� /—- I ————————— EXISTING. PROVIDE FLEXIBLE FILL MATERIAL OR BATT INSULATION TO FILL GAP. MALL 11WEZ THESE PLANS ARE COPY L 1 L?-2 RIGHTED AND ARE LEASE LINE SPECIFICALLY PROVIDED FOR USE OF THE OWNER AND T.O. STOREFRONT T.O. STOREFRONT_ DESIGNED FOR CONSTRUCTION OVERHEAD ROLLING GRILLE AND BY A& E NATIONAL AND CL 114�:�± TUBE STEEL STEEL SUPPORT. ARE INTENDED FOR NO OTHER UP FURNISHED AND LP VENDOR 7_ _ BRACE FRAMING. PURPOSE. PERMISSION FOR INSTALLED. COORDINATE METAL FRAMING TO TERMINATE TOP OF CROWN MOLDING FURNISHED AND USE OF THIS DOCUMENT IN TUBE STEEL ------- INSTALLED BY FC. TGC TO PREP AND PART OR WHOLE WITHOUT PAINT ALL STOREFRONT MILLWORK WRITTEN CONSENT OF A& E FOLLOWING INSTALLATION. NATIONAL IS PROHIBITED. OVERHEAD ROLLING GRILLE 3 5/8" 20 GA. METAL STUDS 0 16" D.C. WITH 5/8" GWB TYPE X (BY TGC), TIN LAY-IN CEILING TIN LAY-IN CEILING NO FINISH IS REQUIRED WHERE COVERED BY MILLWORK. PROVIDE LEVEL EL. = 11'-0" EL 1 -0. F_ —1 4 FINISH WHERE EXPOSED TO SALES **SEE 3/A3.1 FOR TYPICAL NOTES. FLOOR. B.O. BULKHEAD B.O. BULKHEAD A& E NATIONAL EL. 1 0'-Om ILLUMINATED STORE SIGN ;7 EL 10'-0" A & E NATIONAL TIN CEILING TILE AND ARCHITECTURE MOLDING. FURNISHED BY LP AND INSTALLED OF OREGON , P.C. BY TGC 1812 NORTH 203rd STREET �j TIN LAY-IN CEILING TIN LAY-IN CEILING ELKHORN, NE 68022 EL EL. 1 V-d" — - - - - - - - — — — — — — —♦ — — — — — - — — — — — — — x . 1 PH: 402-614-4434 3 4ARECESSED CAN LIGHT, FAX: 402-614-4431 F -1 STUDS F _1 COORD. WITH ELECTRICAL BOX BEAM, 6" 16 GA. METAL DS WITH METAL TRACK TOP AND BOTTOM, TYP. 16GA ME BOX BEAM, 60 16 'GA. METAL STUDS W PT-1 (BY TGC) 16GA METAL TRACK TOP AND BOTTOM, WOOD CLAD PIER WOOD CLAD PIER (BEYOND) T.O. PIER B.O. B17�1< T.O. PIER B.O. BULKHEAD STOREFRONT WINDOW, WOOD CLAD PIER MOLDING FURNISHED AND WOOD CLAD PIER / MOLDING BEYOND INSTALLED BY FC. TGC HEAVY DUTY BOTTOM BAR .............. TO PREP AND PAINT. WITH 4-1/2- WIDE PLATE STOREFRONT WINDOW, FURNISHED AND PT-4 (BY TGC) INSTALLED BY FC. ALUMINUM GUIDE AT PIER PROVIDE CORNER BEAD AT SECTION THROUGH WINDOW ALL BULKHEAD CORNERS — — — — — — ♦ SCALE: 1-1/20 l'-O" B.O. SCONCE LIGHT TENANT LEASE LINE EL 8'-0" T.O. GWB WALL _0 ca EC 3 Lu "NOTE: ALL MDF AND TRIM TO BE FURNISHED AND Lu c* INSTALLED ON SITE BY THE FC. TGC SHALL PREP AND PAINT ALL STOREFRONT MILLWORK. STUDS AND Lu 126 FINISH FLOOR EINISH FLOOR DRYWALL MUST BE COMPLETE BEFORE MILLWORK cm EL. — — — — — — — — — — — — — — EC O'-C� INSTALLATION BEGINS. COORDINATE WITH FC. CO C2 y. 3 5/8" 20 GA. METAL STUDS 0 16" D.C. WITH 5/8- GWB TYPE X (BY TGC), 0 0 Lu ■ � 3 4" TALL WOOD BASE WITH CHEMETAL BY FC r_lSECTION THROUGH ENTRANCE ('2SECTION THROUGH WINDOW ('T' SECTION THROUGH ENTRANCE FINISH FLOOR SCALE: 3/4" l'-C SCALE: 3/4' 1'-0' SCALE: 1-1/2" l'-O' 4B SECTION THROUGH WINDOW SCALE: 1-1/2" l'-O" 4--4j- EXISTING WALL, PROVIDE ADDITIONAL FRAMING SUPPORT AS REQUIRED 3/4" x 24 GA PERFORATED STIL PLUMBERS TAPE ENCIRCLING TANK FROM FRONT TO BACK (E) STEEL STUDS A jIDD POLISHED BRASS ALLOY #280 ILLUMINATED SIGN ELEVATION FOR REFERENCE ONLY NOTE: SCALE: 1-1/2" l'-O* SIGNAGE SHOP DRAWINGS TO BE SUBMITTED SEPARATELY BY SIGN SUPPLIER. THESE ELEVATIONS AND DETAILS ARE FOR REFERENCE ONLY. ROBERT FECHTMEISTER,_� • OMAHA, • I-L C BACKLIT CHANNEL LETTER/LED ILLUMANTERIOR INSTALL/PIN MOUNTED d) NEBRASKA (D FACE (DWIRING MATERIAL: ALUM. 1/8" I-C: 7/8" DIA. HOLE @ LEXAN W/PAIGE WALL BUSTER CONNECTOR &CONDUIT,WRAP EXPOSED CONDUIT A COLOR: BRASS ALLOY 280 FINISH: POLISHED W/VINYL FINISHED TO MATCH FASCIA 0 RETURNS I-D: DISCONNECT SWITCH CANDIES & CONFECTIONS 18 CA MlL BLKG. - CUT FLANGE, WASHINGTON SQUARE DEPTH: 1 1/2" I-F: TO ELECTRICAL FEED TIGARD, OR - SKEW & EXTEND WEB ALONG 9642 SW WASHINGTON SQUARE RD MATERIAL: ALUM. .060 I-S: U.L.APPROVED LOW VOLTAGE CLASS 11 WIRING MTL JOISTS. ATTACH W/ (2) #10 SCREWS TYP. TIGARD, OR 97223 COLOR: BRASS ALLOY 280 I-L: ONE(1) UL LABEL REQUIRED PER LETTER. DRAIN PAN, SEE PLUMBING PLAN. SPACE G12 FINISH: POLISHED (PLACE UL LABELS AT THE T&B TO BE VISIBLE) #10-16 SCREW TYP. RIGHT WINDOW GRAPHICS 22 Gk TRACK W/ NO. 6 PAN HEAD 3/4- CDX T&G PLYIND W/ 8 -TEKS- SUBMITTAL @ BACKS POWER SUPPLY SHEET METAL SCREW 0 6" D.C. PLATFORM MATERIAL: 13/16' CLEAR LEXAN wl DIFFUSER VINYL TYPE: REMOTE LED POWER SUPPLY HOUSE IN FRONT TO TOP TRACK SCREWS 0 6" D.C. 0 EDGES & 12" OWNER REVIEW 08/11/2015 OE INSIDE OF CAN ACCESS WEATHER-PROOF LED POWER SUPPLY BOX. O.C. @ FIELD PERMIT SET 08/18/2015 FINISH: PAINTED WHITE VOLTAGE: 120V 160 ODS22 JSTS. 0 112"O.C. DID CAMERAS 09/01/2015 LAN REVIEW COMMENTS 09/15/2015 I-S FO ILLUMINATION: MOUNTING SEE MOUNTING NOTE. 18 GA. TOP TRACK TYPE: 1 3500 WARM WHITE HIGH OUTPUT LEDS @ LEXAN, M-1: DRILL&TAP LEXAN FOR 10/24 ALL THREAD. MIN. 400 SFS 18 STUDS 0 SHINES INTO LETTER. M-2: 1 -t' SPACER 12" D.C. 2' 1/2" GYP. BD. W1 #6 x 1 1/4" SPACER FINISH TO MATCH LETTERS 3'-5- SCREWS 0 8 1/2" D.C. M-3: 10/24 BOLT& NUT M4: 1/2"x 1/2"ALUM.ANGLE WELDS TO RETURNS REF. FINISH PLAN FINISHES, TYP. PURVEYORS of SWEETNESS18 GA. RUNNER TRACK W/ TIGARD , OR - POWDER DRIVEN FASTENERS STOREFRONT NOTE* 0 12" D.C. TO (E) SLAB, TYP. SECTIONS & LEFT WINDOW GRAPHICS 1. SECURE PLYWD. TO FRAMING W/ #8 SCREWS 06- D.C. EDGES AND FIELD. SIGNAGE -J�ll OVERHEAD ROLLING GRILLE AND E EEL I SUPPORT. _ LP FU STEEL STEEL LP PPO 0 FURNISHED AND VENDOR INSTALLED. CO RDINATE METAL FRAMING To T RMINATE Top OF TUBE STEEL . . . . . . . . . . O D�D 5 2. STRAPPING SHALL BE 0 POINTS WITHIN THE UPPER 1/3 & LOWER 1/3 OF NO. 6 PAN HEAD SHEET WATER HEATER'S VERTICAL DIMENSION. A MIN. 4" CLEARANCE SHALL BE METAL SCREW, TYP. TO SHEET NUMBER MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING. TOP & BOTTOM TRACK ILLUMINATED SIGN MOUNTING DETAIL FOR REFERENCE ONLY ('TVINYL GRAPHIC AT STOREFRONT FOR REFERENCE ONLY r8WATER HEATER PLATFORM (ABOVE MOP SINK) All NO SCALE A3.1 SCALE: SCALE: 1-1/2" = l'-O" A3.1 SCALE: SCALE: 1-1/2" = l'-O" ENTRY PIER. PROVIDE A LEVEL 5 DATE: 09/15/2015 FINISH AND PAINT (PT-2) INSIDE OF PIER ON BOTH SIDES OF OPENING. JOB NO: 395-007 PREP WALL BEHIND TRUFFLE BAR TO A LEVEL 5 FINISH. SCALE: AS NOTED PREP FROM FRONT OF STORE TO 12" BEYOND EDGE OF CHECKED: 09/15/2015 CROWN MOLDING FURNISHED MILLWORK UP TO 9'-6". TGC TO PAINT PT-2. LEVEL 4 TIN LAY-IN CEILING AND INSTALLED BY FC FINISH TO OCCUR ABOVE 9'-0". - _ TIN LAY-IN CEILING 8.0. BULKHEAD EL=17'-0" - © 2015 A&E NATIONAL T.O. CASEWORK THESE PLANS ARE COPY ��T.O. CROWN MOLDNG_ I; _ EL = 9'-0" - RIGHTED AND ARE T EL. = 9'-0" � — EXISTING DEMISING WALL COMPRISES SPECIFICALLY PROVIDED FOR OF METAL STUDS AND 5/8" cw6 USE OF THE OWNER AND 1-1/2" X 1-1/2" 16 GA. BENT DESIGNED FOR CONSTRUCTION METAL WITH SELF TAPPING TEX SCREWS. RUN BENT METAL MINIMUM 1 BY A& E NATIONAL AND nd— STUD BEYOND EITHER SIDE OF ARE INTENDED FOR NO OTHER I I % CABINET. SECURE ALL SCREWS INTO PURPOSE. PERMISSION FOR L _ J. WALLS STUDS. USE OF THIS DOCUMENT IN PART OR WHOLE WITHOUT fi 1111 11E m WRITTEN CONSENT OF A& E _FINISH FLOOR - / NATIONAL IS PROHIBITED. TRUFFLE BAR VINTAGE ROOM GUMMI ROOM EL. 3/4" MDF MILLWORK POS FIXTURE TRUFFLE DISPLAY CASE PROVIDE CLEAR ACRYLIC SPLASH GUARD WITH SODA COOLER, FC TO SECUREMENT DETAIL AT SMALL BLACK SCREWS IN EACH CORNER. PROVIDE MILLWORK TO SPLASH GUARD BE 12" x WIDTH OF SINK +6". ENCLOSE / COVER UNIT. TOP OF MILLWORK /Tlk A & E NATIONAL 1A SOUTH ELEVATION A & E NATIONAL A4.0 SCALE: 1/4" = 1'-O" / EXISTING DEMISING WALL COMPRISES OF METAL STUDS AND 5/8" cw6 ARCHITECTURE 3/4" MDF MILLWORK OF OREGON , P.C. 1812 NORTH 203rd STREET ELKHORN, NE 68022 TGC TO PROVIDE A LEVEL 5 FINISH PATCH, REPAIR, AND/OR EXTEND EXISTING DEMISING WALLS TO TIN MOLDING, COORDINATE WITH PH: 402-614-4434 ON BACK WALL BELOW 9'-0" AND MAINTAIN EXISTING FIRE RATING (AS REQUIRED) PREP WALLS TO REFLECTED CEILING PLAN /' FAX: 402-614-4431 PAINT WALL, DOOR, FRAME, AND A LEVEL 4 FINISH AND PAINT FROM 8'-6" A.F.F. TO 6" ABOVE MOLDING. PAINT PT-1. THE LAY-IN CEILING TILES, TYP. U.N.O. TIN LAY-IN CEILING j EL. = 11'-0" B.O. BULKHEAD - PORCELAIN TILE i TGC TO PROVIDE A LEVEL 5 FINISH AND PAINT / EXISTING CONC FLOOR B.O. BULKHEADS. Zp y�r ENTRY PIER. TGC TO PREP AND PAINT PT-2 / r' INSIDE OF PIER ON BOTH SIDES OF OPENING.Dill 1-1/2" X 1-1/2" 16 GA, BENT METAL. LILIPROVIDE SELF TAPPING TEiX SCREWS AT ® DEMISING WALL PROVIDE 3" TAPCON _ _FINISH FLOOR GUMMI ROOM CHOCOLATE ROOM APOTHECARY ROOM FIXTURES BY SCREWS INTO CONCRETE AT 4" O.C. DISPLAY FIXTURE CONTRACTOR, TYP. SECUREMENT DETAIL AT CHEMETAL BASE AT DISPLAY FIXTURE BY BASE OF MILLWORK FIXTURE CONTRACTOR, TYP. in y COD 1—= 16 NORTH ELEVATION 4 CASEWORK ANCHORING DETAILS Z 0 V A4.0 SCALE: 1/4" = l'-0" A4.0 SCALE: 1-1/2" = l'-0" W y W CL ?r. O co am %' Z Z 0a TGC TO PROVIDE A LEVEL 5 FINISH y J ON BACK WALL BELOW 9'-0" AND J PAINT WALL, DOOR, FRAME, AND 0 0 FC TO PROVIDE FRAME AT BACK WALL AND PAINT PT-5. MOLDING. PAINT PT-1. • W ■ TIN LAY-IN CEILING EL = 11'-0" � 3 _T.O. CASE_WORK - EL. = 9'-0" EMEIME&I __FINISH FLOOR - GUMMI ROOM EL. = O'-0" 2 WEST ELEVATION A4.0 SCALE: 1/4" = l'-0" ti��D ASC' 1 -8' �1• O ROBERT FECHTMEISTERC- � r • ❑MAHA, •NEBRASKA Z I I 9-15-15 I -- I I WASHINGTON SQUARE 0 o I I ,I o 9642 SW WASHINGTON SQUARE RD 2'-T I I •I TIGARD, OR 97223 SPACE G12 1'- I I I SUBMITTAL 0o f--1 OWNER REVIEW 08/11/2015 PERMIT SET 08/18/2015 o I -_-_ Io I __ I I I DD CAMERAS 09/01/2015 iv I I n -T. ILI N LAN REVIEW COMMENTS 09/15/2015 L----J L---J 2'-8" V-2" 3- 3'-8" 1'-10" 2'-9 FRONT ELEVATION SIDE ELEVATION FRONT ELEVATION SIDE ELEVATION FRONT ELEVATION SIDE ELEVATION FRONT ELEVATION SIDE ELEVATION FRONT ELEVATION FRONT ELEVATION SIDE ELEVATION FIXTURE TYPE F-2 FIXTURE TYPE F-3 FIXTURE TYPE F-4 FIXTURE TYPE F-5 FIXTURE TYPE F-9 FIXTURE TYPE F-10 FIXTURE TYPE F-8, F-9, F-10 INTERIOR ELEVATIONS 3 CASEWORK ELEVATIONS FOR REFERENCE ONLY A4.0 SCALE: 1/2" = l'-0" SHEET NUMBER A4 . 0