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BU P2018-0033 1 PROJECT SUMMARY LANDLORD GENERAL NOTES GENERAL SITE AND PROJECT INFORMATION: 1. MUST COORDINATE ALL DUMPSTER/TRASH REMOVAL ACTIVITIES WITH ROGER OTT, OPERATIONS. • THIS IS AN EXISTING TENANT SPACE IN A MULTIPLE TENANT BUILDING. THE EXISTING SHELL MANAGER-CONTACT ROGER.OTT@MACERICH.COM OR 503-639-8865. BUILDING IS BEING REUSED WITH NO MODIFICATIONS TO THE EXISTING STRUCTURE. 2. THESE PLANS SHOULD BE FORWARDED TO THE AWARDED GENERAL CONTRACTOR TO BE ON-SITE AT ALL TIMES. � • THERE WILL BE NO CHANGE IN OCCUPANCY TYPE. THE CURRENT USE IS RETAIVMERCANTILETHE VALIDITY QF PEFiMI 1�` REMODELED SPACE OCCUPANCY IS RETAIUMERCANTILE 3. TENANTDS CONTRACTOR MUST REPAIR ANY/ALL LANDLORD PROPERTY DAMAGED DURING T.I. THE ISSUANCE OFA PERMIT TRICARICO® SCOPE OF WORK: DEMOLITION SCOPE: WORK AND COMPLETE LANDLORDDS PUNCHLIST AS DIRECTED BY LANDLORDS REPRESENTATIVE. EASED ON CONSTRUCTION 4v0U 2 2018 • REMOVAL OF ALL PERIMETER WALL FIXTURES, CASHWRAP, AND DISPLAYS. DOCUMENTS AND OTHER • REMOVAL OF EXISTING LIGHTING, CEILING, AND FLOOR FINISHES. 4. TENANTS CONTRACTOR MUST CONTRACT WITH MALLOS REQUIRED VENDORS-SEE CRITERIA FOR DATA SHALIr NOT PREVENT CITY OF I Iral4�D Tricarico Architecture and Design PC • THE MECHANICAL AND ELECTRICAL EQUIPMENT WILL REMAIN UNLESS OTHERWISE NOTED ON INFO. THE CODE OFFICIAL FROtuF3UIL.�JING D1ViS10N 502 Valley Road Wayne,NJ 07470 DRAWINGS. REQUIRING THE CORRECTION T (973) 692-0222 F (973) 692-0223 5. PRIOR TO SAW CUTTING OR PENETRATING THE EXISTING SLAB, X-RAY AND VERIFY LOCATION WITH OF ERRORS. OSSC 105.4 www.tricarico.com NEW CONSTRUCTION SCOPE: ONSITE LANDLORD REPRESENTATIVE. TENANTDS CONTRACTOR WILL BE RESPONSIBLE FOR ANY WASHINGTON • NEW PERIMETER WALL FIXTURES, CASHWRAP, AND FREE STANDING DISPLAYS. DAMAGE TO EXISTING MALL UTILITY CONDUITS. SQUARE • NEW LIGHTING, CEILING GRID, AND FLOOR FINISHES TO BE INSTALLED THROUGHOUT. 6. TENANT GENERAL CONTRACTOR MUST PROTECT MALL TILE FLOOR BETWEEN BARRICADE AND MACERICH • NEW DUCTWORK AND ELECTRICAL OUTLETS THROUGHOUT. `W Tenant CoordinationI I • NEW WALL PAINT, WALL BASE, THROUGHOUT. STOREFRONT. ANY DAMAGE OCCURRED DURING CONSTRUCTION MUST BE REPLACED AT 9685 S .W. WSQ . R OFFICE COPY TENANTS EXPENSE. APPROVED 7. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE ROOF DECK [ APPROVED AS NOTEDABOVE. YOU ARE REQUIRED TO FRAME, BRACE AND/OR SUSPEND, AS NEEDED,TO/FROM THE TOP SUITE C07 LJ APPROVAL PENDING RESUBMISSION CITY OF TIGARD CHORD OF JOISTS OR STRUCTURAL STEEL WHICH EXIST ABOVE YOUR RESPECTIVE TENANT SPACE. REVIE D FUK CODE GUMYISAN�' Comments PORTLAND R 97223 8. A WATER SHUT OFF VALVE MUST BE INSTALLED AT EYE LEVEL, USING A BALL-TYPE VALVE, AND Approved: CLEARLY LABELED "WATER SHUT-OFF VALVE". PROVIDE A FLOOR DRAIN IN TOILET ROOM. • OTC: { J . Charlene Sirokman Permit #: aupaco" fls,4a.L____ 9. SIGNAGE MUST BE SUBMITTED UNDER A SEPARATE COVER FOR LANDLORD REVIEW AND APPROVAL Sr. Manager, TC 11.16.18 Address: $S vv�.�h..15 LAS t. psi. Reviewed by: _ Date:_-- ----.--..... Suite #: r _,.n.-) STARE # 79444 Br ._1Date: 1.4a ji:li • REVISION DATE ISSUED CODE INFORMATION PROJECT SUMMARY DRAWING INDEX ISSUE DATE 10/12/2018 90%CLIENT REVIEW GOVERNING CODES: TENANT DEVELOPMENT TENANT STORE DESIGN PERMIT EXPEDITOR ARCHITECT GENERAL 11/01/2018 LL& CLIENT REVIEW BUILDING: 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) BASED ON 2012 IBC CASPER INC. CASPER INC. CHICAGO BUILDING CONSULTING SERVICES, INC. - TRICARICO ARCHITECTURE & DESIGN, PC C000 COVER SHEET 11/14/18 11/14/2018 LL& CLIENT REVIEW MECHANICAL: 2014 OREGON MECHANICAL SPECIALTY CODE(BASED ON 2012 IMC& IFGC) 230 PARK AVENUE SOUTH- 13TH FLR 230 PARK AVENUE SOUTH- 13TH FLR 205 W. RANDOLPH STREET, SUITE 1020 502 VALLEY ROAD ELECTRICAL: 2017 OREGON ELECTRICAL SPECIALTY CODE(BASED ON 2017 NFPA 70&2017 NEC) NEW YORK, NY 10003 NEW YORK, NY 10003 CHICAGO, IL 60606 WAYNE, NJ 07470 G001 RESPONSIBILITY SCHED. & ABBREVIATIONS 11/14/18 PLUMBING: 2017 OREGON PLUMBING SPECIALTY(BASED ON 2015 UPC) KAREN HESS; DIRECTOR, STORE DEVELOPMENT MILY CRDENAS-DIAZ; STORE DESIGN PROJ MGR PHONE: 312-368-5166 CONTACT: DENISE AMBICKI; PROJECT MANAGER ENERGY: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE(BASED ON 2009 IECC) 908-625-1689 MELODY HILL; STORE DESIGN PROJ MGR FAX: 312-368-5164 973-692-0222 X386 G002 GENERAL NOTES 11/14/18 FIRE PROTECTION: 2014 OREGON SPECIALTY FIRE (BASED ON IFC) KAREN.HESS@CASPER.COM MILARYS.CARDENASDIAZ@CASPER.COM DENISEA@TRICARICO.COM HANDICAP: 2014 OREGON ACCESSIBILITY CODE (BASED ON 2009 ANSI A117.1) MELODY.HILL@CASPER.COM G003 ACCESSIBILITY STANDARDS 11/14/18 USE AND OCCUPANCY CLASSIFICATION LL TENANT COORDINATION BUILDING DEPT. CONTACT MALL MANAGER G004 EGRESS PLAN 11/14/18 SECTION 309.1 - RETAIL SALES- MERCANTILE USE GROUP - M MACERICH BUILDING DIVISION SERVICES SUPERVISOR AT CITY MACERICH ARCHITECTURAL 11411 N TATUM BLVD OF TIGARD 13125 SW HALL BLVD. - TYPE OF CONSTRUCTION PHOENIX, AZ 85028 TIGARD, OR 97223 - D101 DEMOLITION PLAN 11/14/18 SECTION 602.2- EXISTING BUILDING CONSTRUCTION TYPE =TYPE it-N. FULLY SPRINKLERED CHARLENE SIROKMAN DIANNA L. HOWSE ROGER OTT 602-953-6377 503-718-2430 • 509-639-8860 D102 DEMOLITION CEILING PLAN 11/14/18 EMAIL: Charlene.Sirokman@macerich.com EMAIL:dianna@tigard-or.gov EMAIL:roger.ott@macerich.com ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601) A101 CONSTRUCTION PLAN, LEGEND & NOTES 11/14/18 BY THE CLIENT,AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN STRUCTURAL FRAME 1 HR TENANT VENDORS A102 REFLECTED CEILING PLAN & SCHEDULE 11/14/18 PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. EXTERIOR & INTERIOR BEARING WALLS 1 HR FURTHERMORE THE CLIENT AGREES TO DEFEND,INDEMNIFY AND EXTERIOR NON-BEARING WALLS 0 HRHOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, STOREFRONT SIGNAGE IT (DATA, POS, ALARM, AUDIO) BACK-OF-HOUSE STORAGE A103 POWER & DATA PLAN 11/14/18 INJURIES,OUTOFDAMAE ,LOCTSORREUSAOFTHESEMATE MATEREES IALS. NON-BEARING WALLS 0 HR ARISING OF MODIFICATION OR REUSE OF THESE MATERIALS. FLOOR CONSTRUCTION (INCLUDING SUPPORTS) 1 HR A104 FIXTURE PLAN & FIXTURE SCHEDULE 11/14/18 THE GENERAL CONTRACTORANDIORALLSUB-CONTRACTORS ROOF CONSTRUCTION (INCLUDING SUPPORTS) 1 HR SUPERIOR METAL& WOOD NORTH AMERICAN SIGNS CASPER INC. PIPPMOBILE SYSTEM 70 CENTRAL AVENUE 3601 W. LATHROP STREET 230 PARK AVENUE SOUTH - A105 FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO Al a5 FINISH PLAN & FINISH SCHEDULE 1111411$ SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR FARMINGDALE, NY 11735 SOUTH BEND, IN 46628 NEW YORK, NY 10003 - HIS REPRESENTATIVE REGARDING MEASUREMENTS,IF SUCH INTERIOR FINISHES JOHN CIRRI OFFICE (888) 660-1293 RYAN SEIT ROBERT BRIGGS&CHRIS HODNIK A201 INTERIOR ELEVATIONS 11/14/18 MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY TABLE 803.9- INTERIOR WALL AND CEILING FINISHES FOR OCCUPANCY GROUP M, SPRINKLERED, ARE 631-465-9004 LISA KOEBEL: LDK@NORTHAMERICANSIGNS.COM RYAN.SEIT@CASPER.COM RBRIGGS@PIPPMOBILE.COM OR SCALE CORRECTLY TO THE INDICATED SIZE. CLASS B FOR EXIT ENCLOSURES AND EXIT PASSAGEWAYS, CLASS C FOR CORRIDORS AND OTHER JOHN@SUPERIORMETALWOOD.COM PATRICK RAMSDELL:PCR@NORTHAMERICANSIGNS.COM CHODNIK@PIPPMOBILE.COM A202 TOILET ROOM & MANAGER'S AREA ELEVATIONS 11/14/18 EXITWAYS, AND CLASS C FOR ROOMS AND ENCLOSED SPACES. LIGHTING DISPLAY TRACK AT WINDOWS FLOORING (TERAZZO, CARPET) BARRICADE A203 OBJECT MOUNTING AND MILLWORK - BOH SECTIONS 11/14/18 OCCUPANT LOAD: SEC. 1004.1.2 LPA LIGHTING ALU SPARTAN SURFACES (SEE THE LANDLORD REQ'D CONTRACTOR) A301 STOREFRONT PLAN, ELEVATION & SECTIONS 11/14/18 SALES AREA 1,738 SQ. FT. SIMON ATKINSON - - CELL(860) 916-3672 - A501 PARTITION TYPES & DETAILS 11/14/18 PROJECT: NON SALES AREA 662 SQ. FT. OFFICE (860) 947-0720 X 105 SIENA SINOPOLI COLLETTE RUSSO (MANAGER SPACE, STOCK ROOMS, UNISEX TOILET) SIMON.ATKINSON@LPALIGHTlNG.COM 201-726-6387 CELL(917) 693-3423 A502 DOOR SCHEDULE 11/14/18 TOTAL SQUARE FOOTAGE 2,400 SQ. FT. SIENA.SINOPOLI@ALU.COM OFFICE (800) 559-1485 Caspt)r TABLE 1004.1.2 MERCANTILE - MAX FLOOR AREA ALLOWANCE PER OCCUPANT: MECHANICAL MILLWORK WALLCOVERING CURTAINS BARRICADE GRAPHICS M001 MECHANICAL. SPECIFICATIONS 11/14/18 SALES AREA 1,738 SQ. FT./ 60 SQ. FT. PER PERSON =29 PERSONS ICON INTERIORS TRI-KES BETTERTEX BERNARD GROUP NON-SALES AREA 662 SQ. FT./300 SQ. FT. PER PERSON = 2 PERSONS 230 SOUTH BEMISTON- SUITE 710 - - M101 MECHANICAL NOTES & PLAN 11/14/18 LOCATION: ST.ILOUIS, MO 63105 6JASON MOLI-8636 M201 MECHANICAL SCHEDULE & DETAILS 11/14/18 RICK CARTER RENATA WEISS ALBERT NAKASH 646-863-8636 TOTAL OCCUPANT LOAD: 31 PERSONS 314-223-1370 800-200-8120 X2024 212-431-3373 JASON.MOLINA@BERNARDGROPU.COM RICKC@ICONFIXTURES.COM R.WEISS@TRI-KES.COM ALBERT@BETTERTEX.COM ELECTRICAL WASHINGTON SQUARE EXIT/ EGRESS E001 ELECTRICAL GENERAL NOTES 11/14/18 9685 S.W. WASHINGTON SQ. RD. OPERATIONS (BOH EQUIP. & FURN) VISUAL (FURNITURE, DISPLAY) RUBBER FLOORING SECURITY/ALARM SUITE C07 SEC. 1005.3.2- MINIMUM EGRESS WIDTH : E101 ELECTRICAL POWER PLAN & DETAILS 11/14/18 REQUIRED EGRESS WIDTH IS (TOTAL OCCUPANT LOAD) 31 X .2"= 6" (THE WIDTH PROVIDED = 106") CASPER INC. CASPER INC. ROSEBRAND DGA PORTLAND, OR 97223 230 PARK AVENUE SOUTH 230 PARK AVENUE SOUTH - EMILY JOHNSON E102 ELECTRICAL LIGHTING PLAN & SCHEDULE 11/14/18 SEC. 1008.1.1 - SIZE OF DOORS: 36" WIDE WITH 32" CLEAR WIDTH (PROVIDED) NEW YORK, NY 10003 NEW YORK, NY 10003 - 212-840-5169 ALEX FARMER- AMBAR ZATAAR TONIE FIORITO EMILY.JOHNSON@DGASECURITY.COM E103 ELECTRICAL PANEL SCHEDULES & DIAGRAM 11/14/18 SEC. 1014.2 - EGRESS THROUGH INTERVENING SPACE IS NOT PROHIBITED PER EXCEPTION 1014.2.2 ALEX.FARMER@CASPER.COM AMBARZATAAR@CASPER.COM 818-505-6290 X467 DESIGNER: CASPER (2.1, 2.2, 2.3, 2.4) tonie.fiorito@rosebrand.com PLUMBING DRAWN BY: DA/SH P001 PLUMBING SPECIFICATIONS 11/14/18 CHECKED BY: JMV/DA DIAGONAL DISTANCE: LANDLORD REQUIRED SUBCONTRACTORSDATE: 11/01/2018 SEC. 1015.2.1 (EXCEPTION 2) SPRINKLERED BUILDING =THE SEPARATION DISTANCE OF THE EXIT P101 PLUMBING PLAN, RISER, & NOTES 11/14/18 DOORS SHALL NOT BE LESS THAN 1/3 THE OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. PROJECT NO: 180292 ELECTRICAL CONTRACTOR FIRE ALARM FIRE SPRINKLERS BARRICADE ACTUAL: LIFE SAFETY THESE DRAWINGS WERE 85'-6" DIVIDED BY 1/3 = 28'-6". THE ACTUAL DISTANCE BETWEEN EXIT#1 AND EXIT#2=88'-3" FOR WORK IN MALL ELECTRIC RM/FLOOR SCANNING FOR DESIGN, PERMIT,& PROGRAMMING WYATT FIRE PROTECTION CENTERSTAGE (LL VENDOR) COMPLETED UNDER THE DIRECT NJT FRAHLER ELECTRIC (WIRING BY FRAHLER ELECTRIC) GENE WYATT 503-684-2928 JENNA GIAMBALVO FP101 SPRINKLER PLAN (FOR REFERENCE ONLY) 11/14/18 SUPERVISION OF: TABLE 1016.2- EXIT ACCESS TRAVEL DISTANCE: 250 FT. W/SPRINKLER SYSTEM ADAM OR DICK 503-639-4627 JUSTIN S BUILDING 503-234-9995 CHTECHNOLOGIES, INC. DGARBAGE SERVICE GRAPHICS MANAGER SSGJOHNSLOVIK 770-345-000 973-356-5019 FIRE ALARM NICHOLAS J. TRICARICO JGIAMBALVO@CSPDISPLAY.COM CELL 503-575-8540 TRAVEL DISTANCE: WWW.SSGWASTE.COM VERONICA SPARROW 772-480-0705 FA101 FIRE ALARM PLAN (FOR REFERENCE ONLY) 11/14/18 ARCHITECT FROM REMOTE POINT TO EXIT 1=± 105"-8" I FROM REMOTE POINT TO EXIT2=± 95'-4" SITE LOCATION PLAN KEY PLAN UNDER SEPARATE PERMIT APPLICATION TRICARICO ARCHITECTURE TABLE 1021.2 - MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS REQUIRED=2 IAND DESIGN PC G.C. RESPONSIBLE TO HIRE/COORDINATE SPRINKLER AND FIRE ALARM VENDORS. TOTAL NUMBER OF EXITS PROVIDED = 2 j 1..1 trrtfne' - _- i MINIMUM CORRIDOR WIDTH: 44" (PROVIDED:44") _ 1'` 7 • SIGNAGE PERMIT DRAWING NAME: MINIMUM CORRIDOR WIDTH FOR OCCUPANTS LESS THAN 50= 36" ? 1 A . - • • FIRE SPRINKLER PERMIT SEC. 1017.4 -AISLE ACCESSWAYS IN GROUP M:30" • y • FIRE ALARM PERMIT MAXIMUM DEAD END CORRIDOR LENGTH: 20'-0" (NO DEAD END CORRIDORS IN PLAN) rn - • WASHINGTON SQUARE COVER SHEET9685 S.W. WASHINGTON SQ. RD. DICK'S '-�.. �'� SUITE C07 SPORTING :„ter j-y`= ' ' . rry P.Q�T 6A( 97223 LANDLORD NOTES , PLUMBING CODE: MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES (TABLE 403.1) -,._._ . } . . ■•, 1'--{ Ap• roved y P anninc DRAWING NO: .-- - • • • : '" 1. MUST COORDINATE ALL DUMPSTER/TRASH REMOVAL ACTIVITIES WITH ROGER OTT, OPERATIONS MANAGER- FACILITY COUNTS: REQUIRED MALE: REQUIRED FEMALE: PROVIDED MALEIFEMALE: r i. :' I f f . . . I ; ; I,,� I Da I-: `r �� CONTACT ROGER.OTT@MACERICH.COM OR 503-639-8865. , ,,o,;.. . . 2. THESE PLANS SHOULD BE FORWARDED TO THE AWARDED GENERAL CONTRACTOR TO BE ON-SITE AT ALL TIMES. WATER CLOSET: 1 PER 500 1 PER 500 1 UNISEX 3. DURING T.I. WORK AND C 0 0 0 URINAL: N/A N/A N/A • E • • TENANT'S CONTRACTOR MUST REPAIR ANY/ALL LANDLORD PROPERTY DAMAGED •yy • J. LAVATORY: 1 PER 750 1 PER 750 1 UNISEX ' • i •1 i ., •• .. ,- ,,� COMPLETE LANDLORD'S PUNCHLIST AS DIRECTED BY LANDLORD'S REPRESENTATIVE. . li.i•I .i• '1 ••i .: FI '- °I• a' �.'c i •�� ' I �;q l 4. TENANTS CONTRACTOR MUST CONTRACT WITH MALL'S REQUIRED VENDORS-SEE CRITERIA FOR INFO. DRINKING FOUNTAIN: - - 0 • ' .I -I . 1 I ,. . i • 5. __6,_ = PRIOR TO SAW CUTTING OR PENETRATING THE EXISTING SLAB X-RAY AND VERIFY LOCATION WITH ON-SITE WATER COOLER: 1 LANDLORD REPRESENTATIVE. TENANT'S CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING SERVICE SINK: 1 MACY'S142.3619- " • "-a,�� - ' r g !, r I ! I, _ MALL UTILITY CONDUITS. ' Il f ';` 'Ij • 7 I. ` t€' 6. TENANT GENERAL CONTRACTOR MUST PROTECT MALL TILE FLOOR BETWEEN BARRICADE AND STOREFRONT. • SEPARATE FACILITIES SHALL NOT BE REQUIRED IN MERCANTILE OCCUPANCIES IN WHICH THE _ i I' j R ANY DAMAGE OCCURRED DURING CONSTRUCTION MUST BE REPLACED AT TENANTS EXPENSE. Q`�` a I +r 7. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE ROOF DECK ABOVE. YOU MAXIMUM OCCUPANT LOAD IS 100 OR LESS. L I III i NORDSTROM F " • EMPLOYEES SHALL BE PROVIDED WITH TOILET FACILITIES IN ALL OCCUPANCIES. . ,;, ARE REQUIRED TO FRAME, BRACE AND/OR SUSPEND, AS NEEDED, TO/FROM THE TOP CHORD OF JOISTS OR ' ;.., PATH OF TRAVEL TO PUBLIC FACILITIES SHALL NOT EXCEED A DISTANCE OF 300 FEET IN MALL �. !' a STRUCTURAL STEEL WHICH EXIST ABOVE YOUR RESPECTIVE TENANT SPACE. �`� • I aY 13'( ' 1 8. A WATER SHUT OFF VALVE MUST BE INSTALLED AT EYE LEVEL, USING A BALL TYPE VALVE, AND CLEARLY ~* N %' ' J. �' BUILDINGS. THE PUBLIC FACILITIES ARE LESS THAN 300 FEET AWAY. , • DRINKING FOUNTAINS SHALL NOT BE REQUIRED IN INDIVIDUAL TENANT SPACES PROVIDED THAT * •:-... LABELED` LABELED "WATER SHUT-OFF VALVE". PROVIDE A FLOOR DRAIN IN TOILET ROOM. ' " '100 PUBLIC DRINKING FOUNTAINS ARE LOCATED WITHIN A TRAVEL DISTANCE OF 300 FEET. THE I 9. SIGNAGE MUST BE SUBMITTED UNDER A SEPARATE COVER FOR LANDLORD REVIEW AND APPROVAL. �•0$ N DRINKING FOUNTAINS ARE LESS THAN 300 FEET AWAY. N f ,, AYNE , WASHINGTON SQUARE 9685 S.W. WASHINGTON SQ. RD. i_ :_...... _.-__...___.__ SUITE C07 W E PUBLIC FACILITIES LESS WQ_-Y rOfi ETR • PORTLAND, OR 97223 THAN 300 LP AWAY S S -4. RESPONSIBILITY SCHEDULE RESPONSIBILITY SCHEDULE (CONTINUED) >_ _J L.L. G.C. OWNER MWC a L.L. G.C. OWNER MWC a_ o a 0 0 = J = J = J = J O 0 = J = J = J = J _J J J J Z 2 U) J � J W J U) J DESCRIPTION u) 7 2 < 2 < 2QZQ DESCRIPTION � � zazJ J J w `� ~ S ~ S ~ S ~ N/A INDICATES NOT APPLICABLE w S S S S N/A INDICATES NOT APPLICABLE TRICARICO® On_ w LCL. z lei ? Iii ? Iui z_ O w u ? w Z U ? U ? 01. GENERAL REQUIREMENTS 12. MECHANICAL REQUIREMENTS Tricarico Architecture and Design PC 1. PERMITS AND FEES • FIRE SAFETY, SPRINKLER, PLUMBING& ELECTRIC BY G.C. J 1. EQUIPMENT • FIRE SAFETY, SPRINKLER, PLUMBING & ELECTRIC BY G.C. 502 Valley Raad Wayne, e 07470 1 2. INSPECTION/COORDINATION • I A. AIR HANDLING UNIT/ROOF TOP UNIT/VAV • • • 3.TEMPORARY HEAT • I B. EXHAUST FANS/SMOKE EVACUATION FANS • • REFER TO MECHANICAL SHEETS FOR MORE INFO T (973) 692-0222 F (973) 692-0223 4, TEMPORARY ELECTRICAL • I C. TOILET ROOM EXHAUST FAN • • • CONFIRM IN GOOD CONDITION. REFER TO MECHANICAL SHEETS www.tricarico.com 5. CONSTRUCTION BARRICADE • • AT CASPER COST. G.C. TO COORD.W/MALL REPRESENTATIVES 2. THERMOSTAT, REMOTE SENSOR, & PANEL • • 6. BARRICADE GRAPHICS • • G.C. TO COORD. W/MALL REPRESENTATIVES A. THERMOSTAT ASSOCIATED WIRING 7. INSURANCE • SUBMIT COPIES TO TENANT PROJECT MANAGER, MEET LL REQUIREMENTS 3. HVAC DISTRIBUTION I 8. FIELD SUPER DIRECT LINE • A, MAIN TRUNK LINE DUCTWORK • • • 9. ASBESTOS REMOVAL • IF REQUIRED B. BRANCH DISTRIBUTION DUCTWORK • • 10, FIRE PROOFING/FIRE STOPPING • • G.C, TO MAINTAIN INTEGRITY AND RESTORE AS REQUIRED/RATED PARTITION C. DIFFUSERS (AS REQ'D PER PLAN) • • 02, SITE WORK D. FIRE DAMPERS (WHEN REQUIRED) • • 1. DEMOLITION • • E. DUCT SMOKE DETECT. (EC SUP. /IMC INSTALL • • 2. DEMISING PARTITIONS • G.C. PATCH AND REPAIR AS REQ'D.TO MAINTAIN RATING. 4. EXHAUST DUCT DISTRIBUTION • • WHERE APPLIES, SEE MECHANICAL DRAWINGS 3. NEUTRAL PIERS • G.C. TO PROTECT AND REPAIR AS REQUIRED. 5. SPRINKLER SYSTEM • 4. SAW CUT SLAB/CORE DRILL • • A. MAIN SPRINKLER SYSTEM SUPPLY TO SPACE • 5. MALL TILE/GROUT/ADHESIVE • • B. SPRINKLER SYSTEM BRANCH LINES • • • GC TO RELOCATE AS REQUIRED PER PLAN. SPRINKLER DRAWING UNDER SEP. SUBMITTAL 6. CONCRETE FOUNDATION • C. SPRINKLER SYSTEM DROPS TO HEADS • • • GC TO RELOCATE AS REQUIRED PER PLAN. SPRINKLER DRAWING UNDER SEP. SUBMITTAL 03. CONCRETE SLAB D. STOREFRONT DISPLAY/ENTRY SPRINKLERS a a GC TO RELOCATE AS REQUIRED PER PLAN. SPRINKLER DRAWING UNDER SEP. SUBMITTAL I 1. CONCRETE FLOOR • I E. SALES AREA SPRINKLERS • • GC TO RELOCATE AS REQUIRED PER PLAN. SPRINKLER DRAWING UNDER SEP. SUBMITTAL I 2. LEVELING OF CONCRETE FLOOR • • SLAB CONDITION MUST BE LEVEL 1/8"TO 10'-0" IN LENGTH FOR TILED FLOOR. G. TOILET ROOM SPRINKLERS • • • GC TO RELOCATE AS REQUIRED PER PLAN. SPRINKLER DRAWING UNDER SEP, SUBMITTAL 3. VAPOR BARRIER • • AS REQUIRED PER LANDLORD CRITERIA H. HALLWAY/CORRIDOR AREA SPRINKLERS • • • GC TO RELOCATE AS REQUIRED PER PLAN. SPRINKLER DRAWING UNDER SEP. SUBMITTAL 14. EXPANSION JOINT MATERIAL • 13. FURNISHINGS 04. METALS 1. CUSTOM TRIAL HOUSES • • 1. STRUCTURAL STEEL • • • STOREFRONT SUPPORT - 2. CUSTOM FLOOR FIXTURES • • DATE ISSUED 2. METAL STUDS • • 3. CUSTOM PERIMETER FIXTURES • • FIRE-RETARDANT BLOCKING BY G.C, A. TENANT DEMISING WALLS • G.C. TO PATCH & REPAIR AS REQUIRED TO MAINTAIN INTEGRITY/RATING AS REQ. f 4. CASHWRAP/BACKWRAP • • FIRE-RETARDANT BLOCKING BY G.C. 10/12/2018 90%CLIENT REVIEW B. INTERIOR PARTITIONS • • 5.TRIAL HOUSE OBJECTS • • COORDINATE W/MILLWORK VENDOR AND CONSTRUCTION MANAGER 11/01/2018 LL & CLIENT REVIEW C. FURRING • • 14. PROJECT CLOSEOUT 3. STOREFRONT SYSTEM ( METAL& GLASS) • • STOREFRONT VENDOR 1. PROFESSIONAL CLEANING • • G.C. TO PROVIDE STORE CLEAN-UP @ PUNCH, TURNOVER &OPENING. 11/14/2018 LL & CLIENT REVIEW 4. STOREFRONT FRAMING • • FIRE-RETARDANT BLOCKING BY G.C. 2. OWNER PUNCHLIST • • 5. ROOF TOP FRAMING FOR HVAC • 3. LANDLORD PUNCHLIST • • 6. CONCRETE DECK • 4. AS-BUILT DRAWINGS • • 05. CARPENTRY 5. CERTIFICATE OF OCCUPANCY • • FURNISH ORIGINAL TO TENANT 1. FIRE-RETARDANT BLOCKING • • TO BE FIRE PRESSURE TREATED,TYP AND COORDINATED W/MWC 6. WAIVERS OF LIEN • • MUST INDICATE PAYMENT IN FULL, AND WARRANTY 2. FIRE-RETARDANT PLYWOOD • • TO BE FIRE PRESSURE TREATED,TYP AND COORDINATED W/MWC 7. UTILITY ACCOUNT SETUP • • 3. MANG'RS/BREAK/PANTRY DESKS &COUNTERS • • FIRE-RETARDANT BLOCKING BY G.C. 8. MERCHANDISE/MISC, ITEMS • • G,C. TO PROVIDE 2 LABORERS FOR 1 DAY TO ASSIST WITH DELIVERY AND SETUP AND 1 06. MOISTURE CONTROL CARPENTER FOR 1 DAY AT TURNOVER TO INSTALL MISC. ITEMS. 1. CAULKING • • 9. CERTIFIED TEST AND AIR BALANCE REPORT • • 2. SEALANT • • 110. OPERATING AND MAINTENANCE MANUALS • • G.C. TO PROVIDE FOR ALL FURNISHED EQUIPMENT 3. INSULATION • • 4. WATERPROOFING • • 07. DOORS 1. ENTRY DOOR • • STOREFRONT VENDOR ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS 2. STOCK ROOM DOOR • • BY THE CLIENT,AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN 3. RESTROOM DOOR • PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. 4. EGRESS DOOR @ BACK OF HOUSE • G.C. TO REFURNISH/CLEAN AS REQUIRED FURTHERMORE THE CLIENT AGREES TO DEFEND,INDEMNIFY AND 5. EXISTING DOORS • G.C. PATCH AND REPAIR EXISTING DOORS TO"LIKE NEW"CONDITION HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES,DAMAGES,LOSSES,EXPENSES AND ATTORNEY'S FEES 6. DOOR HARDWARE • • • • ALL HDWR BY G.C. EXCEPT ENTRY STOREFRONT DOOR HDWR FURN. & INSTALLED BY VENDOR. ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. 08. FINISHES THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS 1. GYPSUM BD FOR PARTITIONS &CEILING • • WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO 2. FINISH FLOORING SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR A. COCO ENTRY MAT • • HIS REPRESENTATIVE REGARDING MEASUREMENTS,IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY B. TILE FLOOR -SALES AREA • • G.C. TO MIX SEVERAL BOXES PRIOR TO INSTALL FOR GOOD COLOR BLEND OR SCALE CORRECTLY TO THE INDICATED SIZE. C. GROUT (FLOOR, WALL & BASE) • • D. TILE FLOOR - RESTROOM • • • E. VCT FOR BOH AREA AND RESTROOM • • G.C. TO F& I STRIPED EGRESS PATH ON THE STOCK RM FLOOR . SEE FINISH PLAN FOR INFO. F. CARPET FOR TRIAL HOUSES • • 3. WALLS 1 PATSPACKLING & FURRING • • B, RESPONSIBILITY NOTES SYMBOLS B, PAINTED GYPSUM BOARD • • PROJECT: . C. WALL TILE - RESTROOM • D. FRP • • 4. BASE E EXISTING PARTITION TO REMAIN Ai.411 ELEV.# A. WOOD BASE -SALES AREA • • 1 1. THE 'RESPONSIBILITY SCHEDULE' IS INTENDED TO BE USED AS A GUIDE ONLY, (FIELD VERIFY EXACT LOCATION) SEE INTERIOR B. TILE BASE - RESTROOM • f AND IS NOT ALL-INCLUSIVE. ALL PERSONS BIDDING WORK OR CONTRACTED FOR XX SHT# Casper • C. VINYL BASE - BOH AND RESTROOM • • WORK ARE TO REVIEW THESE DOCUMENTS, THE LANDLORD CRITERIA AND THE ELEVATIONS 5. CEILING . EXECUTED LEASE AGREEMENT, IN THEIR ENTIRETY. NEW PARTITION A. PAINTED GYPSUM BOARD • • (SEE PARTITION TYPES) LOCATION: B. ACT • • 2. GENERAL CONTRACTOR TO COORDINATE ITEMS AND CONSTRUCTION WITH THE 09. EQUIPMENT 1 SUBCONTRACTORS AND VENDORS. 1, STOREFRONT SIGNS - PRIMARYNVINDOW VINYL • • WASHINGTON SQUARE 2. STOREFRONT SIGNS- BLADE • 3. SPRINKLER CONTRACTOR TO CONFIRM, PRIOR TO START WORK, THAT EXISTING _____T EXISTING PARTITION TO BE DTL# ISEESECTION 9685 S.W. WASHINGTON SQ. RD. 3. WINDOW GRAPHICS • SPRINKLER EQUIPMENT MEETS ALL LOCAL CODE REQUIREMENTS BASED ON REMOVED // 4. WINDOW FILM • TENANT'S LEASE AREA. XX SHT# SUITE C07 5. CASH REGISTER/POS SYSTEM • • 4. G.C. TO LEAVE THE PERMIT SET OF DRAWINGS ON SITE ON IN PVC TUBE LARGE PORTLAND, OR 97223 6, FIRE ALARM • • USE'WHITE' DEVICES IF ALLOWED BY JURISDICTION 1 ENOUGH TO CONCEAL COMPLETE SET OF PLANS. TUBE TO BE FASTENED ON /� 7. FIRE EXTINGUISHER • • THE PLYWOOD AT ELECTRICAL PANELS . / 1 © DTL# SI=CTIONIDETAILS 8. LIGHTING INVERTER • • FIRE-RETARDANT BLOCKING BY G.C. j I EXISTING DOOR TO REMAIN 9. DATA RACK • • FIRE-RETARDANT BLOCKING BY G.C. O ® SHT# SEE DETAIL 1 DESIGNER: CASPER 10. SECURITY SYSTEM • • INCL. DOOR CONTACT, MOTION SENSOR, KEYPAD, SIREN&ALARM PANEL. F.R. BACKBOARD BY G.C. 1 DRAWN BY: DA/SH 11. TELEPHONE BOX • • FIRE-RETARDANT BLOCKING BY G.C. 12. WIRELESS ACCESS POINT(WAP) • • • G.C. TO PROVIDE CONDUIT W/ PULLSTRING & BACK BOXES AS REQ'D 1 CHECKED BY: JMV/DA 13. TV/MONITORS & BRACKETS • • a G.C. TO COORD. INSTALLATION & PROVIDE F.R BLOCKING AS REQ'D. SEE POWER & DATA PLAN. I XO NEW DOOR (SEE DOOR SCHEDULE) DATE: 11/01/2018 14. SPEAKERS&WIRING • • • G.C.TO PROVIDE CONDUIT W/PULLSTRING & BACK BOXES AS REQ'D I CEILING (INCL.AMPLIFIER/RECEIVER&WIRING AS REQ'D) • • • G.C. TO PROVIDE CONDUIT W/PULLSTRING & BACK BOXES AS REQ'D I I PROJECT NO: 180292 15. RETAIL NEXT • • • G.C.TO PROVIDE CONDUIT W/PULLSTRING & BACK BOXES AS REQ'D I XX I WALL THESE DRAWINGS WERE 16. CAMERAS • • • G.C.TO PROVIDE CONDUIT W/PULLSTRING & BACK BOXES AS REQ'D 1 XX COMPLETED UNDER THE DIRECT NJT 17. RESTROOM ACCESSORIES • • FIRE-RETARDANT BLOCKING BY G.C. -AS REQUIRED BY CODE 4SEE PARTITION TYPES XX XX I BASE SUPERVISION OF: y 18. MISC. SIGNS • • FIRE-RETARDANT BLOCKING BY G.C. -AS REQUIRED BY CODE 1 ! FLOOR NICHOLAS J. TRICARICO 19. SAFE • • 20. STOCK ROOM SHELVING I • GC TO COORDINATE WITH TENANT VENDOR AS REQUIRED ARCHITECT 21. REFRIGERATOR • • 22. BULLETIN & DRY ERASE BOARDS • • FIRE-RETARDANT BLOCKING BY G.C. I G E N E RA L NOTES AND COMMENTS ABBREVIATIONS 23. SURFACE MOUNTED STANDARDS • • FIRE-RETARDANT BLOCKING BY_G.C. TRICARICO ARCHITECTURE 24. BOH WALL CABINETRY & SHELVING • • FIRE-RETARDANT BLOCKING BY G.C. 1. IT IS THE RESPONSIBILITY OF THE G.C. TO CONTACT ALL TENANT DESIGNATED 25, ALU DISPLAY TRACK • • FIRE RETARDANT BLOCKING BY G.C. VENDORS AND TENANT LOGISTICS TO COORDINATE DELIVERY AND/OR A.C.T. ACOUSTIC CEILING TILE MFR MANUFACTURER AND DESIGN PC 10. PLUMBING FIXTURESINSTALLATION OF OWNER A.D.A. AMERICANS W/DISABILITIES ACT MIN. MINIMUM 1. RESTROOM WATER CLOSET • A.F.F. ABOVE FINISH FLOOR MTL. METAL DRAWING NAME: 2. RESTROOM/PANTRY SINK& FAUCET I • • 2. FURNISHED ITEMS AT THE START OF PROJECT. BD. BOARD M.W.C. MILLWORK CONTRACTOR 3. MOP SINK & FAUCET • • BM. BEAM M.W.K. O.C. ON CENTER RESPONSIBILITY SCHEDULE 4. DRINKING FOUNTAIN • - 3. THE TENANT WILL NOT BE RESPONSIBLE FOR ADDED FREIGHT CHARGES FOR CLG. CEILING 5. WATER COOLER • • I -. G.C.'S FAILURE TO ARRANGE FOR PROPER DELIVERY AND INSTALLATION OF MK CONC. CONCRETE P.L. PLASTIC LAMINATE 11. ELECTRICAL FURNISHED ITEMS. CLR. CLEAR P.S.S. POLISHED STAINLESS STEEL & ABBREVIATIONS 1. MAIN DISTRIBUTION SWITCH (BEYOND LEASE) • EQ. EQUAL REFL. REFLECTED 2. ELECTRIC METER • 4. G.C. TO REPORT MISSING OR DAMAGED ITEMS TO TENANT CONSTRUCTION F.C. FIXTURE CONTRACTOR SST. STAINLESS STEEL DRAWING NO: 3. ELECTRICAL CONDUIT TO LEASED SPACE • _ 1 PROJECT MANAGER AND VENDOR WITHIN 48 HOURS OF RECEIPT. FIN. FINISH STL. STEEL 4. SERVICE FEEDER CABLE TO LEASES SPACE • 5. SECONDARY ELECTRICAL GEAR 5. THE TENANT WILL NOT BE RESPONSIBLE FOR LOST OR DAMAGE ITEMS IF NOT FL. FLOOR STRUCT. STRUCTURE (WITHIN LEASED SPACE) • REPORTED WITHIN THIS TIME FRAME. F.F. FACE OF FINISH SIM. SIMILAR A. ELECTRICAL PANELS AND SWITCHGEAR • F.P.T. FIRE PRESSURE TREATED SUSP. SUSPENDED G001 B.TRANSFORMER • 6. G.C. TO PROVIDE (3)COPIES OF OPERATING AND MAINTENANCE MANUALS FOR FR FIRE RETARDANT S.F.V. STOREFRONT VENDOR C. LL TIMECLOCK IF REQUIRED • FURNISHED EQUIPMENT AT PROJECT CLOSE OUT. F.S. FACE OF STUD T.B.D. TO BE DETERMINED D. LIGHTING CONTROL SYSTEM I • • F.V. FIELD VERIFY TEMP. TEMPORARY 6. ELECTRICAL DISTRIBUTION IN LEASED SPACE • • 7. G.C.TO PROVIDE COPIES OF WARRANTY CARDS FOR FURNISHED EQUIPMENT G.A. GAUGE T & G TONGUE & GROOVE 7. LIGHTING FIXTURES AT PROJECT CLOSE OUT. 7 G.C.TO MAINTAIN SITE SUPERVISION UNTIL STORE G.C. GENERAL CONTRACTOR TYP. TYPICAL OPENING U.N.O. UNLESS NOTED OTHERWISE A. SALES AREA LIGHTING I I . • 8. G.C. MUST ADHERE TO LL'S CONSTRUCTION REQUIREMENTS & REGULATIONS G.W.B. GYPSUM WALL BOARD B. STOCK ROOM LIGHTING • I DURING BID&CONSTRUCTION PHASES, V.I.F. VERIFY IN FIELD D + C. TOILET ROOM LIGHTING • 1 GYP.BD. GYPSUM WALL BOARD V.C.T. VINYL COMPOSITION TILE 4 D. BREAK AREA/MANAGER AREA LIGHTING • • 1 9. G.C. MUST SUBMIT AS BUILT DRAWINGS AFTER COMPLETION OF H.M. HOLLOW METAL W/ WITH �tiC� N i �fM 8. CEILING MOUNTED SMOKE DETECTORS • • CONSTRUCTION. L.L. LANDLORD WD. WOOD 9. FIRE ALARM NOTIFICATION EQUIPMENT • 1 W Ica 10, CONVENIENCE RECEPTICALS • • 1 • •off 11. DEDICATED SIGN CIRCUIT • • 1 AYNE 12. CONVENIENCE DISPLAY FIXTURE POWER • • 13. COMPUTER/TEL. EQUIPMENT&WIRING • • iOFO0 A. EMPTY CONDUIT, J-BOX, PULLSTRING • • G.C. TO PROVIDE AND INSTALL 4 : • ► is* • O S ► ;I _ • 0 r GENERAL NOTES ALL WORK AND MATERIALS DESCRIBED HEREIN ARE THE RESPONSIBILITY OF THE TENANT. THE 51. ANY SUBSTITUTIONS OF FINISH MATERIALS MUST BE APPROVED BY THE TENANT'S ARCHITECT IN C.1.PROPERTY DAMAGE LIABILITY,WHICH SHOULD AUTOMATICALLY INCLUDE PERSONAL AND TERMS"GENERAL CONTRACTOR","CONTRACTOR",OR"SUBCONTRACTOR"REFER TO THOSE 28. AN APPROVAL BY THE TENANT WILL ONLY BE VALID IF IN WRITING AND SIGNED BY THE TENANT WRITING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUBMITTING TWO(2)SAMPLES OF BODILY INJURY,AND I OR DEATH,IS$5,000,000.00 PER OCCURRENCE. ENGAGED BY THE TENANT TO PERFORM THE WORK FOR THE TENANT. THE TENANT IS NOT RELIEVED OR BY THE TENANT'S DESIGNATED REPRESENTATIVE FOR SUCH PURPOSE. THE GENERAL EACH SUBSTITUTION. FROM THE RESPONSIBILITY FOR THE PERFORMANCE OF SUCH CONTRACTORS. CONTRACTOR WILL BE RESPONSIBLE FOR OBTAINING APROVAL FROM TENANTS ARCHITECT ON C.2.TENANTS BUILDERS RISK INSURANCE COMPLETED VALUE BUILDERS RISK MATERIAL DAMAGE - _ ALL STRUCTURAL CHANGES DURING THE COURSE OF THE CONSTRUCTION PHASE OF PROJECT. 52. ALL CONCRETE FLOOR SLABS AND/OR FILLING IN OF DEPRESSED FLOOR AREAS LEVEL WITH INSURANCE COVERAGE: 1. THE GENERAL CONTRACTOR IS REQUIRED TO HAVE ALL SUBCONTRACTORS REVIEW THESE THS INCLUDES VERIFICATION OF CORRECT INSTALLATION AND SPECIFICATION OF CONCRETE OR OTHER APPROVED FINISHES WILL BE COMPLETED BY THE GENERAL TENANT SHALL PROVIDE FOR TENANT AND"ALL PHYSICAL LOSS"BUILDERS RISK INSURANCE NOTES PROR TO BIDDNG AND TO FAMILIARIZE ALL PERSONS AND SUBCONTRACTORS WORKING MISCELLANEOUS STEEL FOR MECHANICAL SYSTEMS,STEEL FOR MEZZANINES(IF APPLICABLE, CONTRACTOR. THE GENERAL CONTRACTOR TO INCLUDE MISCELLANEOUS STEEL FRAMING AND POLICY ON THE WORK TO BE PERFORMED FOR TENANT IN THE LEASED PREMISES AS IT ON THIS PROJECT WITH THESE GENERAL NOTES AND THE CONTRACT DOCUMENTS NOTED: DUCTS,ETC. HE LANDLORD'S ARCHITECT AND THE LANDLORD ARE NOT INVOLVED NOR WILL) METAL DECK(IF APPLICABLE)AND CONCRETE INSTALLATION. ALL FLOOR SLAB PENETRATIONS RELATES TO THE BUILDING WITHIN WHICH THE LEASED PREMISES ARE LOCATED. THE TRI CARL C O LANDLORD'S DESIGN CRITERIA AND THE EXECUTED LEASE AGREEMENT BETWEEN LANDLORD THEY TAKE ANY RESPONSIBILITY FOR TENANT'S STRUCTURE. ANY STRUCTURAL WORK ON SHALL HAVE WATERTIGHT SLEEVES EXTENDING A MINIMUM 4"A.F,F.AND MUST BE INSTALLED AMOUNT OF INSURANCE TO BE PROVIDED SHALL BE 100%OF THE REPLACEMENT COSTS. A AND TENANT. ANY DISCREPANCY BETWEEN THESE CONTRACT DOCUMENTS AND THE LEASE OR PROJECT TO INCLUDE BUT NOT BE LIMITED TO MECHANICAL EQUIPMENT SUPPORTS,HANGING PER LANDLORD'S CRITERIA. CONCRETE SLABS MAY ONLY BE CORE DRILLED/SAW CUT,IF COPY OF ALL INSURANCE PAPERS TO BE SENT TO THE TENANT'S PROJECT MANAGEMENT DESIGN CRITERIA INFORMATION IS TO BE REPORTED TO TENANT'S ARCHITECT PRIOR TO THE SYSTEMS,CONCRETE SLABS,COSTS,ETC. CONTRACTOR IS REQUIRED TO PENETRATE SUCH SLAB ABOVE,BELOW OR ADJACENT TO COMPANY,NOT FOR REVIEW BUT FOR RECORD PURPOSES ONLY. THE GENERAL = TTiCaT1Co ATG11itecture and Design PC START OF ANY WORK. THE GENERAL CONTRACOR SHALL BE RESPONSIBLE FOR FULLY TENANTS SPACE. COORDINATION AND APPROVAL BY THE LANDLORD WILL BE NECESSARY CONTRACTOR,TO THE FULLEST EXTENT PERMITTED BY LAW,IS TO INDEMNIFY,HOLD 502 Valley Road Wayne,NJ 07470 ACQUAINTING THEMSELVES WITH THE CONTENT AND SCOPE OF THESE SPECIFICATIONS. 29. THE GENERAL CONTRACTOR WILL BE REQUIRED TO PROTECT ALL NEUTRAL PIERS,LANDLORD'S PRIOR TO CORE DRILLING!SAWCUTTING. IF THIS IS A STRUCTURAL SLAB,THEN ANY AND ALL HARMLESS,AND DEFEND THE ARCHITECT/ENGINEER,ITS CONSULTANTS,AND THE SPECIAL ATTENTION SHOULD BE GIVEN TO THE SPECIFICATIONS THROUGHOUT THE SPAN OF AND ADJACENT TENANT CONSTRUCTION IF ADJACENT TO THIS TENANT'S WORK,AND MAKE ANY PENETRATIONS THROUGH SLAB MUST BE COORDINATED WITH THE LANDLORD'S EMPLOYEES AND AGENTS OF ANY OF THEM FROM AND AGAINST ANY AND ALL CLAIMS,SUITS, T 973 692-0222 F 973 692-0223 THIS PROJECT BY THIS GENERAL CONTRACTOR,SUPERVISORS AND SUBCONTRACTORS,AS THE AND ALL REQUIRED REPAIRS TO THE SATISFACTION OF THE LANDLORD AND/OR THE TENANT IF REPRESENTATIVE PRIOR TO STARTING WORK. GENERAL CONTRACOR AND/OR THEIR DEMANDS,LIABILITIES,LOSSES,DAMAGES,AND COSTS("LOSSES"),INCLUDING BUT NOT { } { } STANDARD ESTABLISHED HEREIN SHALL BE APPLIED,WITH EMPHASIS TO ALL WORK. CHECK THIS WORK IS DAMAGED. PLUMBING/ELECTRICAL SUBCONTRACTOR,WITH LANDLORD'S PRIOR WRITTEN APPROVAL,TO LIMITED TO COSTS OF DEFENSE,ARISING IN WHOLE OR IN PART OUT OF THE NEGLIGENCE OF www.tricarico.com "RESPONSIBILITY SCHEDULE"FOR ALOCATION OF SPECIFIC WORK. ALL WORK IS BY TENANTS CORE DRILL/SAW CUT,(WHICHEVER IS APPLICABLE)CONCRETE SLAB. IF SAW CUTTING THE CONTRACTOR,ITS SUBCONTRACTORS,THE OFFICERS,EMPLOYEES,AGENTS AND GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. WORK DECLARED UNACCEPTABLE BY THE 30, ALL FINISH AND EXPOSED WOOD SHALL BE KILN DRIED,MILL QUALITY FINISH AND SHALL RECEIVE OCCURS,INSTALL UNDER SLAB PLUMBING WASTE PIPING/ELECTRICAL CONDUIT. FURNISH AND SUBCONTRACTORS OF ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE TENANT AND LANDLORD SHALL BE CORRECTED IN A MANNER AND TO A DEGREE OF QUALITY AS A FIRE RETARDANT COATING OR TREATMENT IF REQUIRED BY ODE OR THE LOCAL FIRE INSTALL NEW CONCRETE SLAB IN EXCAVATED AREA TO MATCH EXISTING ADJACENT SLAB IN LIABLE,REGARDLESS OF WHETHER OR NOT SUCH LOSSES ARE CAUSED IN PART BY A PARTY ACCEPTABLE BY THE TENANT AND LANDLORD. MARSHAL. NO WOOD OR COMBUSTIBLE MATERIAL SHALL BE USED ABOVE THE SUSPENDED THICKNESS,STRESS AND STRENGH. PIN BOTH EXISTING SIDES TO NEW SLAB WITH 1/2" INDEMNIFIED HEREUNDER. SPECIFICALLY EXCLUDED FROM THE FOREGOING ARE LOSSES CEILING UNLESS NON-COMBUSTIBLE LUMBER IS USED AND IS SPECIFICALLY ALLOWED BY DIAMETER STEEL RODS 12"O.C.STAGGERED. ARISING OUT OF:THE PREPARATION OR APPROVAL OF MAPS,DRAWINGS,OPINIONS, 2. THE GENERAL ONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO CHECK AND VERIY APPLICABLE BUILDING CODES,THE FIRE MARSHAL AND ALL AGENCIES HAVING JURISDICTION. IF REPORTS,SURVEYS,CHANGE ORDERS,DESIGNS,OR SPECIFICATIONS. ALL DIMENSIONS AND FIELD CONDITIONS AT BUILDING SITE AND PREMISES. NOTIFY THE FIRE-TREATED WOOD IS REQUIRED FOR FIXTURE INSTALLATION,THE GENERAL CONTRACTOR IS 53. ALL THE FLOOR FINISHES,WITHIN THE PREMISES,OR AT THE TRANSITION BETWEEN LANDLORD LANDLORD,THE LANDLORD'S REPRESENTATIVE AND TENANTS PROJECT ARCHITECT OR RESPONSIBLE FOR EXECUTING THIS WORK AS PER THE BUILDING OFFICIALS'REQUIREMENTS. FLOOR FINISHES AND TENANTS FLOOR FINISHES(AT ENTRY OR REAR DOOR,IF APPLICABLE)ARE C.3. THE GIVING OF,OR FAILURE TO GIVE,DIRECTIONS BY THE ARCHITECT/ENGINEER,THEIR TENANT'S CONSTRUCTION REPRESENTATIVE OF ANY AND ALL DISCREPANCIES. LIST ANY TO BE SMOOTH AND LEVEL TO AVOID TRIPPING HAZARDS AND BE WITHIN THE REQUIREMENTS OF CONSULTANTS,AND THE AGENTS AND EMPLOYEES OF ANY OF THEM,PROVIDED SUCH GVNG EXISTING WORK NOT YET COMPLETED BEFORE STARTING NEW CONSTRUCTION WORK. IF THE 31. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL AS REQUIRED,BEGINNING WITH THE BARRIER-FREE DESIGN. IF AN EXPANSION JOINT COVER IS REQUIRED,SUCH COVER IS TO BE OR FAILURE TO GIVE IS THE PRIMARY CAUSE OF LOSS. THE GENERAL CONTRACTOR IS TO GENERAL CONTRACTOR IS REQUIRED TO INSTALL A STOREFRONT BARRICADE DURING THE CONSTRUCTION PHASE,HAND-OPERATED FIRE EXTINGUISHERS,U.L.RATED,AS PER LOCAL LEVEL AND SMOOTH WITH TENANTS FLOOR FINISH ELEVATION AND WILL NOT PROJECT ABOVE NAME THE ARCHITECT/ENGINEER,ITS AGENTS AND CONSULTANTS ON THE CONTRACTOR'S ONSTRUCTION PHASE OF THIS PROJECT,SUCH BARRICADE O MEET THE LATEST BARRICADE CODE REQUIREMENTS;PLACEMENT OF WHICH AS APPROVED BY TENANT AND LOCAL BUILDING SUCH FLOOR FINISH ELEVATION. IF THE EXISTING SLABS ARE NOT LEVEL,THE GENERAL POLICY OR POLICIES OF COMPREHENSIVE OR COMMERCIAL GENERAL LIABILITY INSURANCE. DESIGN REQUIREMENTS OF THE LANDLORD,INCLUDING THE PAINTING OF SUCH BARRICADE AND OFFICIAL. CONTRACTOR IS REQUIRED TO COMPLETE EXTENSIVE FLASH PATCHING THROUGHOUT O SUCH INSURANCE SHALL INCLUDE PRODUCTS AND COMPLETED OPERATIONS AND ANY SIGNAGE ALLOWABLE BY LANDLORD AND UNDER LEASE OBLIGATION. ADDITIONALLY,THIS OBTAIN A SMOOTH AND LEVEL CONCRETE SLAB. CONTRACTUAL LIABILITY COVERAGE,SHALL BE PRIMARY AND NONCONTRIBUTING WITH ANY BARRICADE MUST BE MOVED OUT AS REQUIRED FOR STOREFRONT WORK AND/OR REMOVED AT 32. ALL CEILINGS,IF REQUIRED,SHALL BE UNDERWRITERS APPROVED AND OF THE INSURANCE MAINTAINED BY THE ARCHITECT/ENGINEER OR THEIR AGENTS AND THE END OF THE CONSTRUCTION TIME PERIOD. CHECK WITH THE LANDLORD TO VERIFY IF A NON-COMBUSTIBLE TYPE. SEE CEILING SPECIFICATION WITHIN THE CONTRACT DOCUMENTS. 54. SHOULD AN EXPANSION JOINT OCCUR IN THE LEASED PREMISES,GENERAL CONTRACTOR IS CONSULTANTS,AND SHALL PROVIDE THAT THE ARCHITECT I ENGINEER BE GIVEN THIRTY BARRICADE HAS PREVIOUSLY BEEN INSTALLED ON THESE PREMISES IN ANTICIPATION OF RESPONSIBLE FOR ALL CONSTRUCTION AFFECTED BY SUCH JOINT. THIS INCLUDES FURNISHING DAYS,UNQUALIFIED WRITTEN NOTICE PRIOR TO ANY CANCELLATION THEREOF. IF THE CONSTRUCTION BY THE NEW TENANTS. IF THIS IS THE CASE,DO NOT INCLUDE ANY COST FOR 33. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL OF TRASH,RUBBISH AND INSTALLING A LEVEL,SLAB-HEIGHT EXPANSION JOINT COVER,INCLUDING FLOOR,WALLS FOREGOING REQUIREMENTS ARE NOT MET BY THE GENERAL CONTRACTOR,THAT GENERAL THE ACTUAL BARRICADE BUT DO INCLUDE COSTS FOR:MOVING SUCH BARRICADES IN AND OUT, AND SURPLUS MATERIALS RESULTING FROM CONSTRUCTION,AS REQUIRED BY LANDLORD. THE AND CEILING. GENERAL CONTRACTOR SHALL MAINTAIN INTEGRITY OF ALL SUCH EXPANSION CONTRACTOR REMAINS OBLIGATED TO INDEMNIFY AND HOLD HARMLESS THE ARCHITECT/ ANY OTHER SPECIFIC LANDLORD REQUIREMENTS REGARDING SUCH BARRICADES,AND THE CONTRACTORS AND SUBCONTRACTORS PARTICIPATING IN THE PERFORMANCE OF TENANTS JOINTS IN A MANNER CONSISTENT WITH ACCEPTABLE CONSTRUCTION DESIGN PRACTICES. ENGINEER,ITS CONSULTANTS,EMPLOYEES,AGENTS AND ALL OTHER STATED INSUREDS, PAINTING AND 1 OR REMOVAL OF SUCH BARRICADES AFTER CONSTRUCTION. WORK SHALL REMOVE AND DISPOSE OF,AT LEAST ONCE A WEEK AND MORE FREQUENTLY AS FROM AND AGAINST ANY AND ALL LOSSES WHICH WOULD HAVE BEEN INDEMNIFIED AND TENANT MAY DIRECT,ALL DEBRIS AND RUBBISH CAUSED BY OR RESULTING FROM THE 55. ANY SCAFFOLDING,SAFETY RAILINGS,BARRICADES AND/OR PROTECTION DEVICES REQUIRED INSURED AGAINST BY THE ONTRACOR,BUT WERE NOT. 3. ALL RULES AND REGULATIONS,SCOPE OF WORK AND PROCEDURES INDICATED WILL BE PERFORMANCE OF TENANTS WORK. UPON COMPLETION THEREOF,REMOVE ALL TEMPORARY FOR THE PROJECT WILL BE FURNISHED AND PAID FOR BY THE GENERAL CONTRACTOR AS PART PERFORMED BY THE GENERAL CONTRACTOR,THEIR AGENTS,SUBCONTRACTORS,AND STRUCTURES,SURPLUS MATERIALS,DEBRIS AND RUBBISH OF WHATEVER KIND REMAINING IN OF THE BASE BID. PROTECTION OF WORK IN PLACE THAT IS SUBJECT TO INJURY,BECAUSE OF 71. IF A REAR EXIT DOOR EXISTS,THEN THE GENERAL CONTRACTOR IS REQUIRED TO FURNISH AND SUPPLIERS TO PROVIDE A TOTAL AND COMPLETE PROJECT FOR THE TENANT, WORK SHOWN IN THE BUILDING THAT HAD BEEN BROUGHT IN OR CREATED BY THE CONTRACTOR AND OPERATIONS BEING CARRIED ON ADJACENT THERETO,SHALL BE COVERED,BOARDED UP,OR INSTALL AN APPROVED AUDIBLE TYPE PANIC BAR ASSEMBLY FOR SUCH REAR EXIT DOOR(S). THESE NOTES S TO BE PERFORMED BY THE GENERAL CONTRACTOR OR SUBCONTRACTORS, SUBCONTRACTORS N THE PERFORMANCE OF TENANT'S WORK. THIS CONTRACTOR MUST SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION. ALL FORMS OF PROTECTION SHALL PAINT OUTSIDE OF DOOR AS PER LANDLORD'S REQUIREMENTS UNLESS WORK IS PREVIOUSLY AGENTS AND/OR SUPPLIERS ONLY,WHETHER OR NOT THE WORK IS DELINEATED PROPERLY. MAINTAIN A CLEAR PATH OF EGRESS FROM THE PREMISES FREE FROM TRASH AND RUBBISH AT BE CONSTRUCTED IN A MANNER SUCH THAT,UPON COMPLETION,THE ENTIRE WORK WILL BE OMPLETED BY LANDLORD. GENERAL CONTRACTOR WILL PLACE TENANTS NAME IN TYPE,SIZE ALL TIMES. ALL REMOVAL OF CONSTRUCTION DEBRIS TO AN APPROVED DUMPING SITE TO BE DELIVERED TO THE OWNER IN PROPER,WHOLE,AND UNBLEMISHED CONDITION. ALL SUCH AND LOCATION ON OUTSIDE OF DOOR AS PER LANDLORD'S TYPICAL DESIGN REQUIREMENTS. IF 4. THE WORK CONTAINED IN THESE CONTRACT DOCUMENTS AND/OR SPECIFICATIONS IS O BE INCLUDED IN THE GENERAL CONTRACTOR'S WORK. WORK SHALL BE COORDINATED WITH THE TENANTS REPRESENTATIVE THE TENANT'S DOOR IS IN NEED OF REPAIR OR REPLACEMENT,GENERAL CONTRACTOR TO COMPLETE SUCH PERFORMED BY THE GENERAL CONTRACTOR AND I OR THEIR SUBCONTRACTORS WHETHER OR ARCHITECT IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR EXISTING CONDITIONS AT THE JOB WORK,AND INCLUDE COSTS IN BID TO TENANT. NOT SPECIFICALLY NOTED OTHERWISE. 34. ALL EXITS SHALL BE UNOBSTRUCTED AT ALL TIMES DURING CONSTRUTION AND OCCUPANCY. SITE. SINCE ALL WORK IS BY GENERAL CONTRACTOR FOR THE TENANT"FIT-OUT",THEIR REPRESENTATIVES WILL BE REQUIRED TO DO ALL SUPERVISION,OBSERVATIONS AND JOB SITE 72. ALL PAYMENTS MADE TO THE GENERAL CONTRACTOR FOR THIS PROJECT ARE TO BE DATE ISSUED 5. FOR CLARIFICATION PURPOSES,TENANT,CLIENT AND OWNER ARE THE SAME PARTY. LANDLORD 35. HE GENERAL CONTRACTOR SHALL FURNISH AND PAY FOR ALL TEMPORARY UTILITY SERVICES SAFETY. ALLOCATED FOR THIS PROJECT ONLY,FOR PAYMENTS TO SUBCONTRACTORS,MATERIAL IS THE PARTY LEASING THE SPACE TO THE TENANT. THE GENERAL CONTRACTOR,WHETHER DURING THE COURSE OF CONSTRUCTION. SUPPLIERS AND AGENTS AUTHORIZED BY THE SPECIFIC CONTRACTOR TO PERFORM WORK OR 10/12/2018 90%CLIENT REVIEW WORKING FOR THE LANDLORD OR THE TENANT,WILL BE REQUIRED TO HANDLE ALL WORK IN 56. THE STRUCTURAL SYSTEM OF THE BUILDING HAS BEEN DESIGNED TO CARRY A MAXIMUM LIVE SUPPLY MATERIALS TO THIS PROJECT ONLY. PAYMENTS TO GENERAL CONTRACTOR BY TENANT, THESE DOCUMENTS UNLESS SPECIFICALLY NOTED OTHERWISE. 36. EACH CONTRACTOR AND SUBCONTRACTOR PARTICIPATING IN THE PERFORMANCE OF TENANT'S LOAD AS SPECIFIED IN THE LANDLORD'S CRITERIA. THE LANDLORD'S OR TENANT'S GENERAL UNLESS CONTRACT STATES OTHERWISE. THE GENERAL CONTRACTOR MUST PURCHASE ALL WORK SHALL:(A)MAKE APPROPRIATE ARRANGEMENTS WITH LANDLORD FOR TEMPORARY CONTRACTOR AND/OR THEIR SUBCONTRACTOR AND/OR ANY AND ALL MATERIAL SUPPLY MATERIALS FROM SPECIFIED VENDORS,AND MUST DOCUMENT ALL PURCHASES FOR WHICH A 11/01/2018 LL&CLIENT REVIEW 6. ALL CONTRACTORS SHALL CHECK AND VERIY ALL FIELD CONDITIONS AND SHALL HAVE SOLE UTILITY CONN CTIONS INCLUDING WATER AND ELECTRICITY,AS AVAILABLE WITHIN THE HANDLERS ARE NOT TO IMPOSE ANY LOADING FOR ANY OF THE TENANTS WORK ON A PAYMENT BY TENANT IS MADE. RESPONSIBILITY FOR VERIFICATION OF CLEAR HEIGHTS WITHIN THE PREMISES;ANY BUILDING,WHICH CONNECTIONS SHALL BE AT SUCH LOCATIONS AS SHALL BE DETERMINED BY TEMPORARY OR PERMANENT BASIS WHICH CAN EXCEED SUCH SPECIFIED LOAD. 11/14/2018 LL&CLIENT REVIEW 1 CONTRA TORS TOTALLY RESPONSIBLE FOR A LCHOLD"D MENSIONS AND IS TO CONTACT THE EMO AL OFBSAME,TAND(CC)PAY ALL UTIIL TY CHARGES INCURR D AT HEIPREVAIL N RATES OF 57. ANY ALTERATIONS,ADDITIONS,DRILLING,WELDING OR OHER ATTACHMENT OR 73 WORK AS WELL AS SUBCONRTRACTORS OR MATERIAL SU PLIERS,UPON HE REQUES TOF THE ARCHITECT,THE TENANT AND THE TENANTS CONSTRUCTION REPRESENTATIVE OF ANY THE UTILITY COMPANY PROVIDING SUCH SERVICE TO THE BUILDING,DURING THE COURSE OF REINFORCEMENTS TO LANDLORD'S STRUCTURE TO ACCOMMODATE TENANTS WORK SHALL NOT TENANT OR THE TENANTS ARCHITECT AND THE REQUEST FOR THE FINAL 10%RETENTION ON DISCREPANCIES VERBALLY AND ALSO IN WRITING. DISCUSS ANY DISCREPANCY QUESTIONS CONSTRUCTION UP TO AND INCLUDING THE DATE OF"TURNOVER"TO THE TENANT. BE PERFORMED IN EACH INSTANCE WITHOUT THE GENERAL CONTRACTOR OBTAINING THIS PROJECT MUST INCLUDE SIGNED AND EXECUTED WAIVERS OF LIEN INDICATING 100% FIRST,PRIOR TO BUILDING WALLS. TENANTS FIXTURES FIT INTO PLACE WITH NO ROOM FOR LANDLORD'S PRIOR WRITTEN APPROVAL. THIS CONTRACTOR SHALL LEAVE LANDLORD'S COMPLETION AND 100%PAYMENT IN FULL(WITH FULL WARRANTY)BY ALL SUBCONTRACTORS ERROR. CONTRACTOR MUST REVIEW ENTIRE SET OF CONTRACT DOCUMENTS FOR WALL 37. IT IS THE GENERAL CONTRACTOR'S REQUIREMET(THROUGH THEIR SUBCONTRATORS)TO STRUCTURE AS STRONG AS,OR STRONGER THAN,THE ORIGINAL DESIGN AND WITH FINISHES AND MATERIAL SUPPLIERS,INCLDING COMPLETION OF ALL PUNCHLIST ITEMS. WIDTHS AND CEILING HEIGHTS. RECONFIGURE AND BRING IN NEW UTILITY SERVICES,AS REQUIRED TO MEET THE NEEDS OF UNIMPAIRED. ONLY UTILIZE LANDLORD'S DESIGNATED ROOFING CONTRACTOR FOR ALL ROOF THESE CONTRACT DOCUMENTS. PENETRATIONS,FLASHING AND COUNTER FLASHING. 74. ALL WORK THAT NEEDS TO BE COMPLETED BY THE GENERAL CONTRACTOR BELOW OR ABOVE 7. WHEN BIDDING THIS PROJECT,EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE THE PREMISES MAY HAVE TO BE DONE IN OTHER TENANT'S DEMISED PREMISES AND SUCH WORK SITE PRIOR TO BIDDING AND VERIYING EXISTING CONDITIONS AS REFLECTED IN THESE 38. THE GENERAL CONTRACTOR AND ALL SUBONTRACTORS WORKING ON THIS PROJECT ARE 58. SPRINKLER SYSTEM DESIGN AND/OR LAYOUT MODIFICATION(IF APPLICABLE)TO BE PROVIDED NEEDS TO BE DONE IN COORDINATION WITH THE TENANTS BELOW,OR ABOVE,INCLUDING ANY CONTRACT DOCUMENTS. ANY EXTRA WORK REQUIRED BUT NOT INCLUDED IN THE DOCUMENTS RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITY COMPANIES SUPPLYING UTILITIES TO THE BY THE DESIGNATED SPRINKLER SUBCONTRACTOR AND ALL SUBMISSIONS TO THE FIRE OVERTIME WORK OR PAYMENT FOR SECURITY THAT MAY BE NECESSARY. THE COST FOR THIS SHALL BE REPORTED TO THE TENANT OR TENANT'S ARCHITECT IMMEDIATELY. LANDLORD DOES AREA WHERE THE PROJECT IS LOCATED.THIS IS TO VERIY LOCATIONS OF UTILITIES, MARSHAL AND BUILDING INSPECTOR FOR THE NECESSARY APPROVAL ARE THE RESPONSIBILITY WORK,INCLUDING OVERTIME,MUST BE INCORPORATED IN THE BASE BID TO THE TENANT. THE NOT PAY ANY COSTS FOR JOB CONDITION SITUATIONS,UNLESS SPECIFICALLY NOTED IN THE UNDERGROUND OR OVERHEAD,AND SECURE THE PROPER PROCEDURES WHILE WORKING OF THE SPRINKLER SUBCONTRACTOR. GENERAL CONTRACTOR TO VERIFY WITH THE LANDLORD GENERAL CONTRACOR TO INCLUDE IN ITS BASE BID,ALL COSTS IN COMPLETING BELOW SLAB LEASE. ADJACENT TO,ABOVE OR NEAR SUCH UTILITIES TO AVOID ANY PROBLEMS WITH EXPLOSIONS, OR LANDLORD'S CRITERIA IF SPRINKLER CONTRACTOR IS TO BE BY THE LANDLORD'S APPROVED WASTE PIPING,OVERHEAD DOMESTIC WATER LINES,VENT LOOPS OR PENETRATIONS THROUGH DISCONNECTION,REMOVALS,ETC. OR DESIGNATED CONTRACTOR. SPRINKLER HEAD SPACING TO CONFORM WITH THE LATEST ROOF AS WELL AS ALL SECURITY COSTS,REPAIRS TO WALLS,CLEANING,FLOORS IN TENANTS 8. ALL WORK ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ALL CODES,SUB-CODES AND N.F.P.A.STANDARDS(#13)AND ALL CODES HAVING JURISDICTION. SPRINKLER HEAD BRANCH SPACE,LANDLORD'S SPACE OR ADJOINING TENANTS SPACES. BUILDING DEPARTMENTS AND HEALTH DEPARTMENTS(IF APPLICABLE)HAVING JURISDICTION. 39. THE GENERAL CONTRACOR SHALL APPLY FOR ALL UTILITY METERS AND NOTIFY THE UTILITY LINES,DROPS AND H ADS ARE THE RESPONSIBILITY OF THE SPRINKLER SUBCONTRACTOR AND GENERAL CONTRACOR TO CONTACT LOCAL BUILDING OFFICIALS FOR SPECIFIC REQUIREMENTS COMPANY OF THE NAME,ADDRESS AND PHONE NUMBERS OF THE TENANT FOR PERMANENT THE DESIGN MUST BE BASED ON FLOOR LAYOUT AND REFLECTED CEILING PLANS. APPROVALS 75. THE CONSTRUCTION DRAWINGS LISTED IN THESE CONTRACT DOCUMENTS HAVE BEEN FOR THIS USE. SERVICES. UNLESS OTHERWISE NOTED,TENANTS G.C.SHALL BRING IN ALL ADDITIONAL BY LANDLORD,LANDLORD'S INSURANCE UNDERWRITER AND THE BUILDING INSPECTOR AND FIRE PREPARED BASED ON THE BEST INFORMATION AVAILABLE TO TENANT DURING PREPARATION OF SERVICES,ADEQUATE FOR TENANTS NEEDS AS REQUIRED,INCLDING,BUT NOT LIMITED TO MARSHAL WILL BE REQUIRED. THE CONTRACT DOCUMENTS. IN THE EVENT THAT PROBLEMS ARISE DURING THE COURSE OF 9. THE OCCUPANCY CLASSIFICATION FOR THIS LOCATION IS NOTED ON THE TITLE SHEET. ELECTRIC,SPRINKLER,SOIL(WASTE),AND DOMESTIC WATER LINES(WHEN APPLICABLE). THE PROJECT,DUE TO UNKNOWN SITE CONDITIONS OR CODE AND LANDLORD REQUIREMENTS(IF 59. THE MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO ANY)THAT CONFLICT WITH THE CONTRACT DOCUMENTS,THE GENERAL CONTRACTOR SHALL ANY usE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS 10. DEMOLITION WORK(IF ANY)IS DEFINED IN THE REPONSIBILITY SCHEDULE AND DEMOLITION 40. THE GENERAL CONTRACTOR AND/OR THEIR ELECTRICAL SUBCONTRACTOR SHALL VERIFY ALL SUBMITTING A BID FOR THE WORK ON THIS PROJECT. THE CONTRACTOR MUST BECOME INFORM THE TENANTS ARCHITECT IMMEDIATELY. ANY CHANGES THAT WILL BE REQUIRED,WILL AN THE COR R AGENTS RI TNACORNT OR ODDER IGN MAS DRAWING. EQUIPMENT SPECIFICATIONS AND REQUIREMENTS WITH THE TENANT OR THE TENANTS FAMILIARIZED WITH THE FIELD CONDITIONS,AND THE SCOPE OF WORK. CONTRACTOR TO BE DELINEATED BY TENANT ARCHITECT. V CO TROL O ER VERY AM ERAGE!VOLTAGE SPECIFICCATIONS,W R NG SIIZES AND REEQU REMEN ST SERVE O DOCUMENTS,FURN SHIAND INS ALLLRANY!ALL REQUI ED FIIRE ALARM,SMOKE EVACUATION, 76. THE GENERAL CONTRACTOR IS REQUIRED TO ADHERE TO ALL NEW REQUIREMENTS,WHETHER RO ESSIONALSHALL BE ATTHSO E R SK OAF TOHE OTH RS. i t. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HA E N V { CO STRUCTION MEANS METHODS TECHNIQUES SEQUENCES AND PROCEDURES. SUCH AND PANEL SPECIFICATION WITH THE EQUIPMENT SUPPLIERS,AND CHECK THE CONTRACT SMOKE DET CTION SYSTEMS,INCLUDING ANY!ALL PARTS AND LABOR(OR MODIFY EXISTING AS STATED OR NOT ON THESE CONTRACT DOCUMENTS,FOR THE LATEST A.D.A.LAW. THIS LAW IS A FURTHERMORE THE CLIENT AGREES TO DEFEND,INDEMNIFY AND CONTRACTOR IS ALSO RESPONSIBLE FOR COORDINATING ALL PORTIONS OF THE WORK UNDER DOCUMENTS FOR MISCALCULATIONS,IN COORDINATION WITH EQUIPMENT SPECIFICATIONS FOR REQUIRED),TO MEET LOCAL CODES,LANDLORD REQUIREMENTS AND FIRE MARSHAL CIVIL RIGHTS LAW AND THE EXCLUSION OF REQUIREMENTS BY THE LOCAL CODE OFFICIALS HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, THE CONTRACT,INCLUDING ANY AND ALL OSHA REQUIREMENTS,UNLESS CONTRACT EQUIPMENT SUPPLIED BY THE TENANT,THE CONTRACTORS OR OTHER SOURCES(AS SPECIFIED SPECIFICATIONS,WHETHER SUCH WORK IS OR S NOT SHOWN IN THE CONSTRUCTION DOES NOT RELIEVE THE TENANT OR THE GENERAL CONTRACTOR OF ADHERING TO THE INJURIES,DAMAGES,LOSSES,EXPENSES AND ATTORNEY'S FEES DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS CONCERNING THESE MATTERS. SEE AIA BY THE ARCHITECT)AS A DOUBLE CHECK TO ASCERTAIN PROPER INSTALLATION OF EQUIPMENT DOCUMENTS. IF A SMOKE EVACUATION AND/OR DETECTION SYSTEM OCCURS FOR THIS SPACE, NECESSARY WORK,EITHER DURING CONSTRUCTION OR AFTER OCCUPANCY. ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR ONSTRUCTION,LATEST AT THE CORRECT AMPERAGE/VOLTAGE AND WIRING SIZE. NO LIGHT FIXTURES ARE TO BE T SHALL BE LEFT INTACT DURNG CONSTRUCTION AND ANY NEW WORK,MODIFICATION AND EDTON. ORDERED UNTIL THIS"DOUBLE CHECK"TAKES PLACE. REWIRING TO BE COMPLETED DURING CONSTRUCTION PHASE TO POINT OF NEW PANELS. IF 77. QUALITY STANDARDS:ALL SUCH WORK SHALL BE PERFORMED IN A FIRST-CLASS WORKMANLIKE THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS SMOKE DETECTORS ARE REQUIRED TO BE HARD WIRED TO LANDLORD FIRE ALARM SYSTEM, MANNER AND SHALL BE IN GOOD AND USABLE CONDITION AT THE DATE OF COMPLETION WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO 12. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE 41. THE GENERAL CONTRACTOR AND/OR ELECTRICAL SUBCONTRACTOR IS TO FURNISH AND THEY ARE TO BE PER LANDLORD'S SYSTEM. CONTRACTOR TO CONTACT LANDLORD OR THEREOF. GENERAL CONTRACTOR SHALL REQUIRE ANY PERSON PERFORMING ANY SUCH S U O ANS METHODS TECHNIQUES SEQUENCES OR INSTALL EMERGENCY AND EXIT LIGHTING,AS REQUIRD BY LOCAL CODE OR AGENCIES HAVING APPROVED AGENTS FOR PURCHASE AND INSTALLATION OF DETECTORS AT G.C.EXPENSE. G.C. WORK TO GUARANTEE THE SAME TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR RESPONSIBLE FOR CON TR CTI N ME PROCEDURES. NEITHER IS THIS AR CHTIECT RESPONSIBLE FOR SAFETY PRECAUTIONS AND JURISDICTION OVER THE PROJECT,UNLESS NOTED OTHERWISE IN THE APPLICABLE AND!OR THEIR FIRE ALARM SUBCONTRACTOR O CONTACT LANDLORD FOR FINAL POINT OF AND MATERIALS FOR ONE(1 YEAR FROM THE DATE OF ISSUANCE OF THE CERTIFICATE OF HIS REPRESENTATIVE REGARDNG MEASUREMENTS,IF SUCH PROGRAMS,INCLUDING ANY AND ALL OSHA REQUIREMENTS IN CONNECTION WITH THE WORK, "RESPONSIBILITY SCHEDULE". THE EXIT/EMERGENCY LIGHTING SHOULD BE PROPERLY CONNECTION TO LANDLORD'S FIRE ALARM JUNCTION BOX AND PERFORM WORK AT OCCUPANCY. TENANT SHAL ALSO REQUIRE ANY SUCH PERSON TO BE RESPONSIBLE FOR THE MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR LABELED AND APPROVED TYPE OCKOUTS INSTALED. CONTRACTOR'S EXPENSE. REPLACEMENT OR REPAIR WITHOUT ADDITIONAL CHARGE,OF ANY AND ALL WORK DONE OR OR SCALE CORRECTLY TO THE INDICATED SIZE. CONSTRUCTON. SEE AIA DOCUMENT B101 -AGREEMENT BETWEEN OWNER AND ARCHITECT, FURNISHED BY OR THROUGH SUCH PERSON,WHICH SHALL BECOME DEFECTIVE WITHIN ONE(1) LATEST EDITION. 42. ALL PLUMBING AND ELECTRICAL ROUGH-IN TO BE NEW AND ELECTRICAL SERVICE CONDUIT AND 60. THE GENERAL CONTRACTOR WILL FURNISH AND INSTALL A COMPLETE MECHANICAL SYSTEM TO YEAR AFTER COMPLETION OF THE WORK. THE CORRECTION OF SUCH WORK SHALL INCLUDE, WIRE TO THE DEMISED PREMISES TO BE EXTENDED TO THE POINT OF NEW PANELS BY THE INCLUDE BUT NOT BE LIMITED TO MECHANICAL EQUIPMENT,INSTALLED AND MOUNTED WITH WITHOUT ADDITIONAL CHARGE,ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH 13. THE GENERAL CONTRACTOR THEIR SUBCONTRACTORS SHALL PAY FOR AND OBTAIN ALL CONTRACTOR AS NECESSARY AND SHOWN ON CONTRACT DOCUMENTS. GENERAL DISCONNECT AND WIRING,HANGERS AND DUNNAGE FOR SAME(INCLUDING THE HIRING OF A REMOVAL,REPLACEMENT OR REPAIR OF ANY PART OF THE WORK WHICH MAY BE DAMAGED OR PERMITS REQUIRED FOR THE WORK NOTED ON THESE PLANS AND SPECIFICATIONS. THIS CONTRACTOR TO FIELD VERIY THAT THESE UTILITY LINES ARE AT OR ADJACENT TO TENANT'S LOCAL STRUCTURAL ENGINEER TO DESIGN SUCH DUNNAGE HANGERS),DUCTWORK,COLLARS, DISTURBED THEREBY. ALL WARRANTIES OR GUARANTEES AS TO MATERIALS OR WORKMANSHIP INCLUDES COSTS FOR ALL INSPECTIONS BY AUTHORITIES HAVING JURISDICTION,BUILDING SPACE AS NOTED AND AT THE SIZE SPECIFIED,BASED ON GENERAL CONTRACTOR'S OR DIFFUSERS,REGISTERS,CONTROLS,TIME CLOCKS,ETC.,WHETHER OR NOT SUCH WORK IS OR IS ON OR WITH RESPECT TO TENANTS WORK SHALL BE CONTAINED IN THE CONTRACT OR DEPARTMENT AND HEALTH DEPARTMENT PERMIT COSTS,AND PERMIT COSTS FOR FIXTURES SUBCONTRACTOR'S PRE-BID REVIEW OF PREMISES, IF THE UTILITIES ARE NOT IN LOCATIONS AS NOT SHOWN OR DELINEATED IN THE CONTRACT DOCUMENTS. GENERAL CONTRACTOR'S SUBCONTRACT WHICH SHALL INSURE TO THE BENEFIT OF BOTH LANDLORD AND TENANT,AS - SUPPLIED BY TENANT(IF APPLICABLE). NOTED ON THE CONTRACT DOCUMENTS OR OF A SIZE LARGER OR SMALLER THAN NOTED,THIS MECHANICAL CONTRACTOR(S)IS/ARE REQUIRED TO COORDINATE WITH ALL OTHER THEIR RESPECTIVE INTERESTS APPEAR AND CAN BE DIRECTLY ENFORCED BY EITHER. THE CONTRACTOR IS TO MODIFY THE SERVICE ACCORDINGLY WITH EITHER NEW CONDUIT AND/OR CONTRACTORS ON JOB TO MAINTAN TENANTS CEILING HEIGHT,LIGHT FIXTURE LOCATION, GENERAL CONTRACTOR O HAVE THIS CLAUSE IN EVERY SUBCONTRACTOR AGREEMENT FOR 14. ALL CLEARANCES OF PIPES AND DUCT WORK INSTALLED BY THE GENERAL CONTRACTOR OR NEW COPPER SERVICE WIRE EXTENDING BACK TO LANDLORD'S ELECTRICAL/METER ROOM SPRINKLER BRANCH LINES,ETC. THE PROJECT. IF SUCH CLAUSE IS NOT INCLUDED,IT WILL NOT RELIEVE THE GENERAL SUBCONTRACTORS MUST BE MAINTAINED FOR ADEQUATE HEIGHTS REQUIRED FOR CEILING SERVICE POINT,AND INCLUDE SUCH COSTS IN THE BID TO THE TENANT. 61. THE GENERAL CONTRACTOR tS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL TOILET CONTRACTOR OF THE REQUIREMENTS OR WORK STATED HEREIN. PROJECT: SYSTEM AND LIGHT FIXTURES. CONTRACTOR MUST REVIEW ENTIRE SET OF CONTRACT DOCUMENTS FOR CEILING HEIGHTS. GENERAL CONTRACTOR(OR DESIGNATED AUTHORIZED 43. THE ELECTRICAL SUBCONTRACTOR IS TO PROVIDE A CIRCUIT DIRECTORY WITH PROPER ACCESSORIES,AS WELL AS THE NEW TOILET ROOMS ,DRINKING FOUNTAIN AND SERVICE SINK 78. TENANTS WORK SHALL BE COORDINATED WITH THAT OF LANDLORD AND OTHER TENANTS IN THE CONTRACTOR AT GENERAL CONTRACTOR'S EXPENSE TO REMOVE OR REPLACE AS REQUIRED PHASING AND BALANCING,WHICH IS TO CONFORM TO THE{L)ATEST EDITION OF THE NATIONAL (IF APPLICABLE)IN THESE PREMISES UNLESS NOTED OTHERWISE OR EXISTING. TOILET BUILDING O SUCH EXTENT THAT TENANTS WORK WILL NOT INTERFERE WITH OR DELAY " ,; ANY AND ALL EXISTING P.V.C.PIPING WITH LOCAL CORE ALLOWABLE MATERIALS THROUGHOUT NC UDED IN HE WORK FOR TER ELECTRICAL SUBCONTRASCTOR AND THE BOX IS TO BE O BE CABO/ANSI REGULATIONS AS REQUIRED BY LO AB BUILDING AGENCIES AND PLUMBING CODES. COMPLETION OF OTHER CONSTRUCTION WORK iN THE BUILDING. , LEASED PREMISES. SUPPLIED BY THIS CONTRACTOR AND PROPERLY LABELED. THE GENERAL CONTRACTOR TO FURNISH AND INSTALL NEW TOILET EXHAUST WITH ASSOCIATED 79. CONTRACTOR IS TO VERIFY THAT THIS SPACE IS ASBESTOS FREE. NO ASBESTOS WORK IS TO BE 15. THE GENERAL CONTRACTOR AGREES THAT IN THE PERFORMANCE OF THE WORK CALLED FOR DUCTWORK,ROOF PENETRATIONS,OR HOOK UP TO COMMON EXHAUST DUCT WITH BACKDRAFT COMPLETED BY THIS CONTRACTOR UNLESS SPECIFICALLY NOTED IN THESE CONTRACT OY ONLY SUCH LABOR AS WILL NOT DELAY OR INTERFERE 44. SHOP DRAWINGS&SUBMITTALS:THE GENERAL CONTRACTOR OR THE FIXTURE CONTRACTOR DAMPER ETC.,INCLUDING ASSOCIATED ELECTRICAL HOOKUP AND PANEL CONNECTIONS,OR DOCUMENTS. IF ASBESTOS IS UNCOVERED,NOTIY THE TENANT'S REPRESETATIVE BY THIS CONTRACT,THEY WILL EMPL WITH THE PROGRESS OF THE PROJECT. THE GENERAL CONTRACTOR FURTHER AGREES THAT OR A CONTRACTOR PAID BY THE G.G.,BASED ON THE SPECIFIC CONTRACTOR SUPPLYING THE REFURBISH EXISTING LIGHT/FAN UNIT(S)TO LIKE NEW CONDITION,(WHERE NOTED ON THE IMMEDIATELY AND STOP ALL WORK. LANDLORD IS RESPONSIBLE FOR ALL ASBESTOS TESTING, SUCH LABOR WILL BE ACCEPTABLE TO,AND WORK IN HARMONY WITH,ALL OTHER MILLWORK OR FIXTURES,IS TO PROVIDE SHOP DRAWINGS OF ALL MILLWORK AND FIXTURES PLANS),WHETHER SUCH WORK IS SHOWN OR NOT SHOWN IN THE CONSTRUCTION DOCUMENTS. FILING AND REMOVAL. CONTRACTORS EMPLOYED ON THE CONSTRUCTION SITE. THIS INCLUDES ANY OTHER BUILDING, PRIOR TO START OF CONSTRUCTION,FOR APPROVAL BY THE TENANTS ARCHITECT. IT IS NOT THE TOILET ROOM IS OF THE A.D.A.AND/OR CABO/ANSI TYPE AND ALL PLUMBING FIXTURES STRUCTURE,OR OTHER IMPROVEMENT WHETHER PUBLIC OR PRIVATE WHICH THE GENERAL THE TENANT'S ARCHITECT'S RESPONSIBILITY TO FOLLOW UPON THESE OR ANY OTHER AND TOILET ACCESSORIES ARE TO BE FURNISHED AND INSTALLED BY THE GENERAL 80. THE GENERAL CONTRACTOR,AT THE POINT OF"SUBSTANTIAL COMPLETION"AND"TURNOVER" LOCATION: CONTRACTOR MAY THEN BE ERECTING OR ALTERING IN OTHER LOCATIONS. REQUIRED SHOP DRAWINGS. CONT A ABOVE T WI THISPECIFI ONOY SS N GMOUNTIING HEIGHTS HANDICAPPED ACCESSIBLE, OF PREMISES TO TENANT,MUST COMPLTE,AT GENERAL CONTRACTOR'S COST AND EXPENSE (FINAL PAYMENT CANNOT BE REQUESTED TO TENANT BY THIS GENERAL CONTRACTOR UNLESS 16. ALL WORK TO BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION"RULES AND A. BY SUBMITTING SHOP DRAWINGS,PRODUCT DATA,SAMPLES AND SIMILAR SUBMITTALS,THE ALL OF THIS WORK NOTED IS COMPLTED): REGULATIONS",IF APPLICABLE. THE GENERAL CONTRACTOR IS RESPONSIBLE DURING THE CONTRACTOR REPRESENTS TO THE OWNER AND ARCHITECT THAT THE CONTRACTOR HAS(1) 62. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE MECHANICAL SUBCONTRACTOR TO WASHINGTON SQ UAR E BIDDING PROCEDURES,FOR CONTACTING THE LANDLORD'S REPRESENTATIVE FOR A COPY OF REVIEWED AND APPROVED THEM,((2)DETERMINED AND VERIFIED MATERIALS,FIELD ENGINEER AND INSTALL ALL NECESSARY MISCELLANEOUS STRUCTURAL STEEL SHAPES. A. FINAL INSPECTIONS BY ALL BODIES HAVING JURISDICTION NECESSARY FOR FINAL COMPLETION, THESE"RULES AND REGULATIONS"AND TO INCLDE ANY COSTS IN THE WORK QUOTED TO THE MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA RELATED THERETO,OR WILL DO SO AND SHAPES TO BE INSTLLED WHERE DIRECTED BY THE LANDLORD'S REPRESENTATIVE FOR CERTIFICATE OF OCCUPANCY OR COMPLETION,WHICHEVER IS APPLICABLE, gFj85 S.W. WAS H I N GTON S . R D. LANDLORD. (3)CHECKED AND COORDINATED THE INFORMATION CONTAINED WITHIN SUCH SUBMITTALS WITH ADDITIONAL MECHANICAL UNIT ROOFTOP SUPPORT AND THE SUPPORT OF INTERIOR Q HE REQUIREMENTS OF THE WORK AND OF THE CONTRACT DOCUMENTS. MECHANICAL EQUIPMENT,DUCTWORK,COLLARS,DIFFUSERS,REGISTERS,EXHAUSTS,FANS, B. THE GENERAL CONTRACTOR TO FINALIZE ALL APPLICABLE LANDLORD AND TENANT PUNCH LISTS 17. GENERAL CONTRACTOR AGREES THAT IN THE PERFORMANCE OF TENANT'S WORK AT THE ETC. AND/OR REQUIREMENTS,PAY ALL APPLICABLE LANDLORD AND/OR TENANT CHARGES S U ITE C07 PREMISES,ALL WORK SHALL BE PERFORMED IN A MANNER WHICH WILL NOT CREATE ANY WORK B. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK FOR WHICH THE CONTRACT ALLOCATED TO THE SATISFACTION OF BOTH THE LANDLORD AND THE TENANT. CONT APT, A FECTIN, THE B ILDING OR I T R ERE ITH T E BUS LANDLORD'S LABOR OR S M LAR SUBMITTTA S UNTI THE RE PECT VE SU MITTAL HAS BEENR PPROVED BY THE PLES 63 RESISTANT NB OILET ROOMS)AND ALLFMETALOST DSPTO BE 3 5 8". METAL TUDS ARE MINIMUM C. FINALIZE CHANGES ON PLANS ND SPECIFICATIONS AND MARK ALL APPROVED LANDLORD, PORTLAND O R 97223 CONTRACTS AFFECTING THE BUILDING OR INTERFERE WITH THE BUSINESS OF LANDLORD. IN r THE EVENT OF THE OCCURRENCE OF ANY WORK STOPPAGE,PICKETING,LABOR DISRUPTION OR ARCHITECT. GAUGE PER CODE,AND AT 16"O.C.TO UNDERSIDE OF DECK ABOVE,UNLESS OTHERWISE NOTED. BUILDING DEPARTMENT,FIRE MARSHAL AND TENANT CHANGES ON A SET OF PRINTS FOR BOTH DISPUTE RESULTING FROM ACTIONS OR OMISSIONS OF GENERAL CONTRACTOR OR DEMISING WALL FIRE RATING TO BE CONFIRMED BY GENERAL CONTRACTOR RESPONDING TO TENANT AND TENANT'S ARCHITECT AND FORWARD SUCH INFORMATION TO BOTH PARTIES VIA SUBCONTRACTORS OR ANY SUBTENANT OR CONCESSIONAIRE,OR THEIR RESPECTIVE C. THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SUBMITTALS EXCEPT THAT THE LANDLORD AND CODE REQUIREMENTS. SEE CONTRACT DOCUMENTS FOR WALL INDICATIONS. OVER NIGHT DELIVERY. MARKS SHALL BE COMPLETED USING A CLOUD PROCEDURE WITH A RED EMPLOYEES,CONTRACTORS OR SUBCONTRACTORS,THE GENERAL CONTRACTOR SHALL, CONTRACTOR SHALL NOT BE RELIEVED OF THE RESPONSIBILITY FOR DEVIATIONS FROM ALL PENETRATIONS FOR SUPPLY OR RETURN AIR,ETC.,TO HAVE PROPERLY INSTALLED FIRE FELT TIP PEN TO EASILY DISTINGUISH CHANGES FROM ORIGINAL WORK. IMMEDIATELY UPON NOTICE FROM TENANT,CEASE THE CONDUCT GIVING RISE TO SUCH REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THE ARCHITECT'S APPROVAL OF SHOP DAMPERS MEETING THE LATEST FIRE DEPARTMENT REQUIREMENTS,BASED ON SPECIFIC DESIGNER: CASPER CONDITION. THIS CLAUSE MUST BE PART OF ALL GENERAL CONTRACTOR/SUBCONTRACTOR DRAWINGS,PRODUCT DATA,SAMPLES OR SIMILAR SUBMITTALS UNLESS THE CONTRACTOR HAS LOCATION OF TENANT'S SPACE IN BUILDING. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR D. PREPARE A WRITTEN OPERATING PROCEDURE FOR STORE MANAGEMENT FOR MECHANICAL AGREEMENTS. IF SUCH CLAUSE IS NOT INCLUDED,IT WILL NOT RELIEVE THE GENERAL SPECIFICALLY INFORMED THE ARCHITECT IN WRITING OF SUCH DEVIATION AT THE TIME OF OBTAINING APPROVAL FROM THE BUILDING AND ELECTRICAL INSPECTORS FOR ALL CONCEALED EQUIPMENT ND CHANGE FILTERS FOR EQUIPMENT,ON DAY OF TURNOVER,IF APLICABE. DRAWN BY: DA/SH CONTRACTOR OF THE REQUIREMENTS OR WORK STATED HEREIN. SUBMITTAL AND WORK,PRIOR TO CLOSING UP WALS,FLOORS,CEILINGS. E. PAY IN FULL ALL MATERIAL SUPPLIERS AND FIXTURE CONTRACTORS THAT TENANT PREVIOUSLY CHECKED BY: JMV/DA 18, ALL CONTRACTORS SHALL BE BONDED,LICENSED CONTRACTORS POSSESSING GOOD LABOR C.1.THE ARCHITECT HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION AS A MINOR 64. ALL GYPSUM BOARD TO BE APPLIED VERTICALLY ON WALLS UNLESS OTHERWISE NOTED. ALL SELECTED OR WHO MAY BE SPECIFIED ON THESE CONTRACT DOCUMENTS WITH REQUESTS FOR RELATIONS AND MUST BE CAPABLE OF QUALITY WORKMANSHIP,IN HARMONY WITH OTHER CHANGE IN THE WORK,OR GYPSUM WALL BOARD TO BE FIRE RESISTANT AND NON-COMBUSTIBLE,AS SPECIFIED BY LOCAL WARRANTIES GATHERED,FOR TURNOVER TO TENANT FOR RECORD PURPOSES. CONTRACTORS WORKING ON THE PROJECT. THE TENANT AND TENANTS ARCHITECT ARE O BE CODES. DATE: 11/01/2018 NOTIFIED IN WRITING OF THE NAMES,ADDRESSES,DAYTIME PHONE,FAX,AND EMERGENCY C.2.A CHANGE ORDER OR CONSTRUCTION CHANGE DIRECTIVE HAS BEEN ISSUED AUTHORIZING F. TURN OVER ALL KEYS TO STORE MANAGEMENT. PHONE NUMBERS OF ALL SUBONTRACTORS AND SUPPLIERS WORKING ON THIS PROJECT. THE THE DEVIATION. 65. ALL METAL FRAMING AND GYPSUM BOARD PARTITIONS,SOFFITS AND FACADES BY THE GENERAL PROJECT NO: 180292 GENERAL CONTRACTOR MUST ALSO ATTEST THAT NO PRODUCTS CONTAINING ASBESTOS OR CONTRACTOR,UNLESS OTHERWISE NOTED. 81. GUARANTEES FOR ALL WORK BY SUBCONTRACTORS SHALL BE FOR A PERIOD OF ONE(1)YEAR, HAZARDOUS MATERIAL WERE KNOWINGLY USED ON THIS PROJECT. C.3.THE CONTRACTOR SHALL DIRECT SPECIFIC ATTENTION IN WRITING OR ON RESUBMITTED FROM THE DATE OF COMPLETION OF THE WORK UNLESS OTHERWISE NOTED. AT THE IME OF THESE DRAWINGS WERE SHOP DRAWINGS,PRODUCT DATA,SAMPLES OR SIMILAR SUBMITTALS,TO REVISIONS OTHER 66. ALL GYPSUM BOARD TO BE FIRE TAPED AND SPACKLED THREE(3)COATS,SANDED AND READY FINAL SUBMITTAL FOR ALL COSTS BY THE GENERAL CONTRACTOR TO THE LANDLORD, THESE DRA UNDER EE DIRECT NJT 19. PRIOR TO COMMENCEMENT OF ANY WORK,THE GENERAL CONTRACTOR SHALL CONTACT AND THAN THOSE REQUESTED BY THE ARCHITECT ON PREVOUS SUBMITTALS. IN THE ABSENCE TO RECEIVE PAINT OR WALL COVERING. ALL EXISTNG GYPSUM BOARD TO BE REPAIRED TO INCLUDING BASE BID,EXTRAS AND CREDITS,THE GENERAL CONTRACTOR'S SUBCONTRACTORS MEET WITH LANDLORD'S TENANT COORDINATOR AND TENANTS PROJECT MANAGEMENT OF SUCH WRITTEN NOTICE,THE ARCHITECT'S APPROVAL OF A RESUBMISSION SHALL NOT "LIKE NEW"CONDITION. SHALL FURNISH TO THE TENANT A WRITTEN GUARANTEE STIPULATING THAT,AT NO ADDITIONAL SUPERVISION OF: REPRESENTATIVE FOR A PRE-CONSTRUCTION MEETING DURING WHICH HE/SHE WILL PRESENT APPLY TO SUCH REVISIONS. COST TO THE TENANT,ANY DEFECTIVE WORK OR MATERIALS SHALL BE REPAIRED OR REPLACED TO ALL PARTIES A LIST OF NAMES,ADDRESSES,BUSINESS PHONE,FAX AND EMERGENCY 67. ALL DOORS,METAL BUCKS,TRIMMED OPENINGS AND HARDWARE(INCLUDING LOCKS)TO BE FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF WORK,UNLESS OTHERWISE NOTED. IF TELEPHONE NUMBERS OF THE SUBCONTRACTORS FOR THIS PROJECT. THE GENERAL D. THE ONTRACTOR SHALL NOT BE RELIEVED OF RESPONSIBILITY FOR ERRORS OR OMISSIONS IN PROVIDED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTD. SUCH WORK AFFECTS TENANT'S OTHER WORK,TENANT'S OTHER WORK IS TO BE COMPLETED BY N I C H O LAS J. T R I CA R I CO CONTRACTOR WILL COMPLETE THE CHECKLIST FORM(CONTRATOR INFORMATION FORM) SHOP DRAWINGS,PRODUCT DATA,SAMPLES OR SIMILAR SUBMITTALS BY THE ARCHITECTS THE SUBCONTRACTOR AT NO COST TO THE LANDLORD OR TENANT. REQUIRED FOR EACH TENANT'S SPACE THAT CONTRACTOR WILL BE WORKING ON AS REQUIRED APPROVAL THEREOF. 68. ALL SWITCH/OUTLET PLATES/COVERS TO BE FINISHED IN SAME COLOR/WALL COVERING AS UNDER LEASE OBLIGATION. THE CHECKLIST FORM INCLUDING SCHEDULE INFORMATION AS ADJACENT WALL FINISHES,UNLESS NOTED OTHERWISE. FACTORY-PAINTED GRILLES, 82. UPON COMPLETON OF WORK,THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS AE TO ARCHITECT WELL AS GENERAL CONTRACTOR AND SUBCONTRACTORS INFORMATION IS TO BE SUBMITTED TO 45. GENERAL CONTRACTOR WILL PERFORM ALL LEASEHOLD IMPROVEMENTS AND FURNISH AND DIFFUSERS,METAL TRIM(BUCKS,ETC.),ACCESSORIES,SWITCH AND OUTLET PLATES,ETC.,ARE OBTAIN A CERTIFICATE OF COMPLETION AND APPROVAL FROM THE BUILDING DEPARTMENT,OR y THE LANDLORD'S EPRESENTATIVE UPON ARRIVAL AT THE JOB SITE. INSTALL ALL FIXTURES,UTILIZING SPECIFIED FIXTURE CONTRACORS,IF NOTED. TO BE PAINTED O MATCH ADJACENT SURFACE N AN ENAMEL,CLEANABLE FINISH,OR AS OTHER AUTHORITIES HAVING JURISDICTION,AND SUBMIT SAME TO THE TENANT'S ARCHITECT. 20. IF THE LANDLORD,LANDLORD'S REPRESENTATIVE OR LANDLORD'S ARCHITECT,TENANT, 46. THE GENERAL CONTRACTOR SHALL SUPPLY ALL NECESSARY GROUNDS FOR ALL MILLWORK AND SPECIFIED ON THE CONTRACT DOCUMENTS. CI RT F LATEST WILL NOT BE ISSUED BY THE TENANT PRIOR TO RECEIPT OF SUCH CERTIFICATES' TRICARICO ARCHITECTURE TENANTS REPRESENTATIVE OR TENANTS ARCHITECT DO NOT MAKE REPEATED SITE VISITS FIXTURES,FITTINGS AND EQUIPMENT AS REQUIRED. CONTACT FIXTURE CONTRACTOR FOR 69. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CUT AND FRAME ALL OPENINGS FOR OTHER CONTINUALLY OR AT ALL,THE GENERAL CONTRACTOR IS NOT RELIEVED OF ANY RESPONSIBILITY SPECIFICS. TRADES,SUCH AS MECHANICAL,SPRINKLER,PLUMBING,ELECTRICAL,FIXTURE CONTRACTOR, 83. UPON COMPLETION OF ALL ONSTRUCTION AND PRIOR TO TURNOVER OF THE SPACE,THE OR DUTIES INVOLVED IN THIS CONSTRUCTION WORK. THROUGH PARTITIONS AND STRUCTURAL WALLS. ALL PENETRATONS THROUGH RATED WALLS, GENERAL CONTRACTOR IS RESPONSIBLE FOR HAVING THE SPACE CLEANED. ANY CLEANING AND DESIGN P C 47. ALL EQUIPMENT,MILLWORK AND FIXTURES SUPPLIED BY THE TENANT TO BE UNLOADED, WITH DUCTS OR PIPING,TO BE FILLED AT OPENING WITH"FIRESTOPPING"MATERIALS TO WHICH IS NOT DONE AT THE TIME OF TURNOVER AND NEEDS TO BE DONE BY THE TENANT,WILL 21. THE GENERAL CONTRACTOR SHALL COMPLY AND CONFORM TO ALL OF THE REQUIREMENTS OF ASSEMBLED AND INSTALLED BY THE GENERAL CONTRACTOR. MAINTAIN THE INTEGRITY OF THE SPECIFIED RATING OF THE WALL. BE BACK CHARGED TO THE GENERAL CONTRACTOR. THE OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA),NO EXCEPTIONS WILL BE PERMITTED. DRAWING NAME: THE PROVISIONS OF THE TENANT'S LEASE SHALL APPLY IN THE EVENT OF VIOLATION RESULTING 48. THE PROPER RECEIPT OF ALL NEW MATERIALS AND EQUIPMENT AT THE JOB SITE IS THE 70. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE REQUIRED TO FURNISH THE 84. ALL OF THE SUBCONTRACTORS QUOTING ON THEIR SPECIFIC SCOPE OF WORK/SERVICES TO IN DAMAGES,CAUSES OF ACTION OR ANY CLAIMS ARISING THEREFROM,IF GENERAL RESPONSIBILITY OF THE GENERAL CONTRACTOR,AND/OR ITS SUBCONTRACTORS(IF ANY), FOLLOWING MINIMUM COVERAGE AND LIMITS OF LIABILITY. IF TENANTS REQUIREMENTS ARE ONTACT THE LOCAL BUILDING DEPARTMENT/AGENCY TO DISCUSS CODE ISSUES I CONTRACTOR AND/OR THEIR SUBCONTRACTORS DO NOT COMPLY WITH THIS ACT. SECURE AND SAFE STORAGE OF ALL NEW AND EXISTING MATERIALS AND EQUIPMENT TO REMAIN MORE STRINGENT,GENERAL CONTRACTOR IS REQUIRED TO ADHERE TO THE MOST STRINGENT IDIOSYNCRASIES REGARDING THEIR SERVICES AND THE QUOTE ASSOCIATED WITH THE (IF ANY)WILL BE PROVIDED BY THE GENERAL CONTRACTOR. GENERAL CONTRACTOR TO REQUIREMENTS. SERVICES TO THE GENERAL CONTRACTOR FOR THIS PROJECT. THIS CONTRACTOR TO BE 22. THE GENERAL CONDITIONS OF THE"CONTRACT FOR CONSTRUCTION"DOCUMENT A-201,ISSUED IMMEDIATELY ADVISE TENANT OR TENANT'S REPRESENTATIVE OF ALL DAMAGED OR DEFICIENT FAMILIAR WITH THE SITE WHERE SUCH SERVICES/WORK WILL BE PERFORMED,THIS SPECIFIC GENE RAL NOTES BY THE AMERICAN INSTITUTE OF ARCHITECTS(LATEST EDITION)RELATES TO THE WORK OF THIS SHIPMENTS OF MATERIALS AND EQUIPMENT,WHETHER SUPPLIED BY TENANT OR DIRECTLY BY A. WORKMAN'S COMPENSATION UP TO$1,000,000.00,AS REQUIRED BY STATE LAW,AND ANY USE AND THE IDIOSYNCRASIES ASSOCIATED WITH THE LIFE,SAFETY AND HEALTH ASSOCIATED PROJECT AND IS HEREBY MADE A PART OF THESE CONTRACT DOCUMENTS AS THOUGH FULLY CONTRACTOR OR THEIR SUPPLIERS. GENERAL CONTRACTOR TO COMPLETE AND SUBMIT ALL INSURANCE REQUIRED BY ANY EMPLOYEE BENEFITS ACTS OR OTHER STATUTES APPLICABLE WITH THIS WORK AND TO INDICATE ON THE QUOTE ANY ITEMS REQUIRED THAT ARE NOT CONTAINED HEREIN. NECESSARY PAPERWORK AND ARRANGE INSPECTIONS OF DAMAGED GOODS AS PER TENAT WHERE THE WORK IS TO BE PERFORMED AS WILL PROTECT THE CONTRACTOR AND NECESSARILY SHOWN ON THE DRAWINGS/SPECIFICATIONS. CONSTRUCTION DEPT.REQUIREMENTS. NOTIFY TENANT,OR TENANTS REPRESENTATIVE OF SUBCONTRACTORS FROM ANY AND ALL LIABILITY UNDER THE AFOREMENTIONED ACTS. 23. THE GENERAL CONTRACTORS AND ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ANY POSSIBLE DELAYS. INCOMPLETE ORDERS AND DELAYS ARE TO BE IMMEDIATELY BROUGHT 85. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CHANGES TO APPLICATIONS NOT CONSISTENT OBTAINING THE NECESSARY NUMBER OF COPIES OF DOCUMENT A-201,TO BECOME ACQUAINTED TO THE ATTENTION OF THE SUPPLIER AND THE ARCHITECT. SUBMIT CONFIRMATION OF ALL B. COMPREHENSIVE GENERAL LIABILITY INSURANCE(INCLUDING CONTRACTOR'S PROTECTIVE WITH CONTRACT DOCUMENTS IN ALL CASES,INCLUDING"SELF CERTIFICATION"BY THE WITH THE ARTICLES CONTAINED THEREIN AND TO REVIEW WITH ALL SUBCONTRACTORS, ORDERS,DELIVERY DATES,AND A FULL WRITTEN SCHEDULE TO TENANTS ARCHITECT. LIABILITY IN AN AMOUNT NOT LESS THAN$2,000,000.00 FOR ANY ONE OCCURRENCE WHETHER ARCHITECT. DRAWING NO: SUPPLIERS AND ANY OTHER PARTIES TO THE CONTRACT OR INDIVIDUALS OR AGENCIES INVOLVING BODILY INJURY LIABILITY(OR DEATH RESULTING THEREFROM)OR PROPERTY ENGAGED ON THE WORK AS TO ITS CONTENTS. 49. THE GENERAL CONTRACTOR SHALL UNLOAD,PROTECT AND INSTALL TENANT'S SPECIFIED DAMAGE LIABILITY OR A COMBINATION THEREOF WITH A AGGREGATE LIMIT OF$4,000,000.00. EQUIPMENT,FIXTURES AND FURNISHINGS. SUCH INSURANCE SHALL PROVIDE FOR EXPLOSION,COLLAPSE AND UNDERGROUND COVERAGE. 24. THE TENANTS ARCHITECT,WITHOUT INVALIDATING THE CONTRACT,MAY ORDER EXTRA WORK, SUCH INSURANCE SHALL INSURE THE TENANT,THE LANDLORD AND THE GENERAL CONTRACTOR ALTER,ADD TO,OR DEDUCT FROM THE CONTRACT WORK,IF THE INTENT IS TO ADHERE TO A 50. ALL EXISTING AND NEW BUILDING ENTRY GLASS AND DOORS,STOREFRONT AND INTERIOR AGAINST ANY AND ALL CLAIMS FOR BODILY INJURY,INCLUDING DEATH RESULTING THEEFROM PREVIOUSLY AGREED UPON DESIGN WITHOUT ANY 05T TO THE TENANT,ITS AGENTS OR LLANDL ORb'APNDITENANT'S CO TRACT DOCUMENTS AND SAFETYOGLAZING STAN A DS.TERIA, WHOMEVER BE ONG NG AND ARIISING FROM TH R OPERATIONS UNDER THE CONTRACT& TENANT'S ARCHITECT. GENERAL CONTRACTOR TO VERIFY IN FIELD ALL EXISTING GLAZING TO REMAIN MEETS OR WHETHER SUCH OPERATIONS ARE PERFORMED BY THE TENANT,GENERAL CONTRACTOR OR 25. NO CHANGE ORDERS OR EXTRAS FOR COSTS CAN BE AUTHORIZED UNLESS APPROVED IN EXCEEDS SUCH CODES,STANDARDS,ETC.INCLUDING BUT NOT LIMITED TO TYPE,SUPPORT, ANY OF THEIR SUBCONTRACTORS,OR BY ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY WRITING BY THE TENANTS ARCHITECT,THE TENANTS CONSTRUCTION REPRESENTATIVE OR THE FRAMING METHODS,ETC.AND UPGRADE IF OR AS REQUIRED. ALL STOREFRONTS TO BE OF THEM. GENERAL CONTRACTOR TO INCLUDE TENANT(CLIENT),LANDLORD(BUILDING),AND EQU PMENT COTS PPROVED BYYITHE OTENANTS ARCHITECT AND THEOT NANT'S CON TRU TON D TAILS FOR DES GN AGAINSTT WIND LOAD ONSIDERATONS EVEN HOQUGH SUCH S AND THE ARCHITECT AS ADDITIONAL INSUREDS ON THIS POLICY. REPRESENTATIVE FOR THE TENANT. INSTALLATION OF STOREFRONT GLAZING MAY BE IN AN ENCLOSED BUILDING. GENERAL C. TENANTS PROTECTIVE LIABILITY INSURANCE: CONTRACTOR TO VERIFY EXISTING STRUCTURAL SUPPORT/HANGING ONDITIONS FOR TENANT SHAL PROVIDE OWNER'S(TENANTS)PROTECTIVE LIABILITY INSURANCE THAT WILL 26. THE GENERAL CONTRACTOR SHALL HAVE AT ALL TIMES,AT THE PREMISES,LANDLORD STOREFRONT AND IF STRUCTURAL SPANS ABOVE FOR SUCH HANGING EXCEED NORMAL INSURE TENANT AGAINST ANY AND ALL LIABILITY TO THIRD PARTIES FOR DAMAGE BECAUSE OF APPROVED CONTRACT DOCUMENTS,BUILDING DEPARTMENT AND HEALTH DEPARTMENT(IF HANGING SUPPORT DETAILS OR SPAN AND/OR WIND LOAD CALCULATIONS ARE REQUIRED DUE BODILY INJURY LIABILITY(OR DEATH RESULTING THEREFROM)AND PROPERTY DAMAGE LIABILITY APPLICABLE)APPROVED PERMIT DRAWINGS. TO LOCAL BUILDING DEPARTMENT REQUIREMENTS. THIS CONTRACTOR IS TO HIRE A LOCAL OF OTHERS OR A COMBINATION THEREOF,WHICH MAY ARISE FROM WORK IN CONNECTION WITH STRUCTURAL CONSULTANT TO DESIGN SUCH SUPPORT SYSTEM HANGERS AND COMPLETE ALL THE LEASED PREMISES,AND ANY OTHER LIABILITY FOR DAMAGES WHICH GENERAL �..G[} ,•�, 27. THE GENERAL CONTRACTOR IS TO ARRANGE WITH THE BUILDING LANDLORD:WHERE BUILDING STRUCTURAL CALCULATIONS/DRAWINGS IN THOSE AREAS WHERE SUCH INFORMATON IS CONTRACTOR ND I OR SUBCONTRACTORS ARE REQUIRED TO INSURE AGAINST UNDER ANY ``�'"' EQUIPMENT AND MATERIALS ARE TO BE LOCATED AND HOW TRUCK TRAFFIC IS TO BE ROUTED REQUIRED ND TO INCLUDE SUCH COSTS IN THE BID TO THE TENANT. PROVISIONS HEREIN. SAID INSURANCE SHALL BE PROVIDED IN MINIMUM AMOUNTS AS FOLLOWS: �, 4. TO AND FROM THE BUILDING. N �,i' J. f,A W �i'fC0 �.08 1 AYNE , .O � ° FO . . ACCESSIBILITY CLEARANCES AND DETAILS ACCESSIBILITY SIGNAGE PULL SIDE PUSH SIDE ' 'HI 1 7 _ .• rI HEIGHT ABOVE FINISHED FLOOR MINIMUM CHARACTER HEIGHTTRICARICO® 4 � I-1 7 - 111it 4-12 1218min - a- z z455 E N � _ Tricarico Architecture and Design PC :: - - I I = Q I I I 32 38 38 coi� i� 32-38 38 I I " ' ' '- BASED ON HORIZONTAL VIEWING BASED ON HORIZONTAL VIEWING of rI I co r I _ r DISTANCE. REFER TO TABLE 703.5.5 502 Valley Road Wayne,NJ 07470 4co , �- T(973) 692-0222 F (973) 692-0223 m J I I - - ; DISTANCE. REFER TO TABLE 703.5.5 330 r M I I M. MEW J '---. www.tricarico.com 760 I I NOTE: x=12 in. (305 mm) if the door - 11101.1'-'41111-4.-- -m has both a closer and a latch5L14 Rig ELi, I ti ALL SIGNAGE SHALL BE ACCESSIBLE AND IN COMPLIANCE WITH THE LOCAL BUILDING CODES &ANSI 117.1 2009. FRONT APPROACHES-SWINGING DOORS CABINET HEIGHTS - - - v L- iT CHARACTER HEIGHT: CHARACTERS SHALL BE UPPERCASE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE OR OF OTHER UNUSUAL FORMS. (A) (B) CHARACTER SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "0" IS 55% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER Counter --1,- Handrail Handrail I 48 "I". CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 518" MINIMUM AND 2" MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE PULL SIDE PUSH SIDE _ 4 54 min. 30 min. 1220 LETTER "I". CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ PER TABLE 703.2.4. THE MINIMUM 1370 1 760 - 11 11 , HEIGHT IS MEASURED USING AN UPPER CASE LETTER "I". I -- - - a 2 1- (A) X } I _ �-�Suggested Ittl) 32-38 38 Clear Floor Space MOUNTING LOCATION AND HEIGHT: WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH r cm o I I Supply Lines - - SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE TO THE LATCH SIDE OF THE DOOR, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT I WALL, PREFERABLY TO THE RIGHT, SIGNS WITH TACTILE CHARACTERS SHALL BE LOCATED 48" MINIMUM ABOVE THE FINISH FLOOR MEASURED TO THE BASELINE OF THE LOWEST _ - + IN `ACHARACTER AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. MOUNTING NOTE: x=36 in, (915 mm) min. BASE HEIGHT - TACTILE`S LOF AATI OR.OR SUCH SIGNAGE SHALL BE SO THAT A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS STANDING WITHIN THE SWING 4 if = 60 in. (1525 mm : lk_ x y42 in. (1065 mm) min. NOTE: -48 in. (1220 mm) I ±1-17,4:11,__. , it1 I1 itif 54 in, (1370 Y _ _ �a z 1z a 2 12 NOTE: SIGNAGE MUST BE DESIGNED AND INSTALLED IN COMPLIANCE WITH THE 2009 ANSI A117.1 ACCESSIBILITY GUIDELINES. y= mm) minimum if door has both in "�M Clear 32-3 38 - 32-3E 38 - _i a latch and a closer I ! IDENTIFICATION SYMBOLS - SANITARY FACILITIES (GENERAL) N r• N cp Cr)rn N '� a Floor of co N �, r. A. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A PICTOGRAM IN ACCORDANCE WITH SECTION 703.5 AND 703.6. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS COMPLYING HINGE-SIDE APPROACHES - SWINGING DOORS Space (C) (E) (D) `r' WITH 703.2 AND 703.5. DATE ISSUED —1— - - - Handrail Grab Bar Handrail `` B. SYMBOLS ON SANITARY FACILITY DOORS SHALL HAVE A FIELD 6" MINIMUM IN HEIGHT. CHARACTERS OR BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. PICTOGRAMS NOTE: All doors in alcoves shall comply , -� SIZE & SPACING OF I I AND THEIR FIELDS SHALL HAVE A NONGLARE FINISH AND SHALL CONTRAST WITH THEIR FIELDS. 10/12/2018 90%CLIENT REVIEW with clearances for front approaches. \,,\ 19 max. C. SYMBOLS OF ACCESSIBITLIY SHALL COMPLY WITH SECTION 703.6. Pp ro r 48 min. __L - - - - J 11/01/2018 LL & CLIENT REVIEW 24 min. E r 1220 485 HANDRAILS &GRAB BARS X c) 30 1.) DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE SO MOUNTED CLEAR WIDTH OF DOORWAY IS NOT AT LEAST 32". PULL SIDE 610 Y 32 min ° 11/14/2018 LL & CLIENT REVIEW - - 24 min. �� - - PUSH SIDE 6 max. Toe Clearance 8152 760 2.) DOOR CLOSERS MUST BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12° FROM THE LATCH IS 5 SECONDS MINIMUM. P610 Knee learance 17 min. Lay. Depth I f�150 II � (B) 3.) MAXIMUM EFFORT TO OPERATE FIRE DOORS SHALL BE 8.5 LBS. AT OTHER INTERIOR DOORS, MAXIMUM EFFORT TO OPERATE SHALL BE 5 LBS. I I I 8 min I X I 4- ♦ N o I 205 430 Forward Approach STI TI LAVATORY CLEARANCES I I III NOTE: y= 54 in. (1370 mm) _ -____rf , 4I I ; �` minimum if door has a closer 17-19 ` I .- I NOTE: y =48 in. (1220 mm) 430-485 a) I ` I o / .a TM- , I 1 � L-, ( I ❑ minimum if door has a closer _c caI - I co a `^° _ Q 1 ca cL) 0k ■li■ttil■■rt --LamL LATCH-SIDE APPROACHES -SWINGING DOORS --V\-- -V`- - - - _I �!!!' A•► - --i - - L d_ 36 min E M��.-- ,"'I i ) ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS O I 48 I BY THE CLIENT,AGENTS OF THE CLIENT OR OTHER PARTIES E O 915 •1- 44f 1220 111 WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN r m '- E N (C) (A) (C) PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. N cD Minimum Clear Width FURTHERMORE THE CLIENT AGREES TO DEFEND.INDEMNIFY AND Parallel Approach Proportions International TDD Symbol HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, ; -r for Single Wheelchair pp International SymbolINJURIES,DAMAGES,LOSSES,EXPENSES AND ATTORNEY'S FEES Of Accessibility ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. jr " Jr 8 min. 6 max. - — — THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS 205 1 50 } WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO 11 rCC I- SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR �' • I Equipment Permitted In Shaded Area CC LU LU HIS REPRESENTATIVE REGARDING MEASUREMENTS,IF SUCH 0 O * I �� ' �%� � <0 cc cc MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY •– N N �� Q OR SCALE CORRECTLY TO THE INDICATED SIZE. 1 X -- Q \ Q -zr Tr I 48 min. ... A I I 1 1 I I"I 1220 ,/� I .-. a I \ ¢ w \l / ¢ w 7 X iii IL . '' r' IL IL - j" IL430 48E +� Y ov b U ~Iiliolio � Q � Q LL CC) ll Q ~LL . r I I z - ___.9 ��l��- -I ] ' - ' ` I (B) (D) O m O w0 PROJECT: j.. _ L J wwCDLu°j I g 30 Display Conditions International Symbol of w w / I TWO HINGED DOORS IN SERIES I ab �, I --V`- -\i-- 760 International Symbol Access for Hearing Loss co cn / 71cn w �� - - - of Accessibility m < / m Casper 60 min NOTE: X <24 IN. (610 MM.). O O o F- 24 max. 1525 INTERNATIONAL SYMBOLS ,'" - - D 0 610 Minimum Clear Width for Two Wheelchairs Signage Mounting Height Sanitary Facilities Signage Mounting Height o cc WATER COOLER CLEARANCES LOCATION: .4411411.11 .1ff— ' " 54 min. MINIMUM CLEAR WIDTH FOR WHEELCHAIRS 90 Turn - X TACTILE EXIT SIGNAGE: WASHINGTON SQUARE ro o c x k 1370 4- * + --r 1. A TACTILE EXIT SIGN WITH WORDS "EXIT", SHALL IDENTIFY EACH GRADE LEVEL EXTERIOR EXIT DOOR. E {° N --4-,-39-41 max. o - 2. EACH EXIT DOOR THAT LEADS DIRECTLY TO GRADE LEVEL EXTERIOR EXIT BY MEANS OFA STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE 9685 S.W. WASHINGTON SQ. RD. in —1•111 r 990 1040 42 min. 24 min. F:::. E36 min. 12 min. r I �� FOLLOWING WORDS AS APPROPRIATE: "EXIT STAIR DOWN OR UP" SUITE C07 12 max. _ 1065 610 911/305 I — J 3. A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE" SHALL IDENTIFY EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TOA CORRIDOR OR HALLWAY THAT IS 30 REQUIRED TO HAVE A VISUAL EXIT SIGN, TOILET PAPER i 48 PORTLAND, OR 97223 21 max • 'E o ♦ - 1220 r a I `� CO N SIGN DETAIL'A' SIGN DETAIL'B' 535 Q T T u, r ��I NOTE: X< 15 IN. (380 MM.). DESIGNER: CASPER c = c'7 67 P CD 'a) Ail,� UNOBSTRUCTED SIDE REACH - r- E w c,', 6 cf) c) co 6 (D) DRAWN BY: DA/SH T G) n' °' o° Clear Floor Space in Alcoves BRUSHED BRASS BRUSHED BRASS p SIGN PANEL WITH SIGN PANEL WITH CHECKED BY: JMV/DA I Alk 7-9 ti f BLACK SYMBOLS AND BLACK SYMBOLS DATE: 11/01/2018 180 230 LETTERING AND LETTERING PROJECT NO: 180292 Back Wall _ zt II& . `r Side Wall -�- I THESE DRAWINGS WERE ,, FLOOR MOUNTED TOILETS 42 min x 42 minI 1 1 5/8-2 z fLi) COMPLETED UNDER THE DIRECT NJT ,titit 1065 1065 I 16 51 SUPERVISION OF' EXIT ROUTE 318MIN r co 54 min, NOTE: DIMENSIONS SHOWN APPLY WHEN X<48 IN. (1220 MM.). X I Y '0:0'88 §-88e 9.5 NOT IN NICHOLAS J. TRICARICO 1370 36 min. B +• ' --- 3/8MIN PICTOGRAM +39 41 max. --o- (B) • 24 min. 915 12 min. 9.5 FIELD ARCHITECT 990 1040 42 min. Turns Around an Obstruction RESTROOMS BRAILLE a o°°° ° 8°° 12 max. 1065 610 \ / 305 1 4- [ ' - TEXT ° ° °° ° TRICARICO ARCHITECTURE 60 min. 30 1525 - - - - J ��TOILET PAPER ` , , 30 6 (A) p P � 6 AND DESIGN PC _ 760 150 152 co r co' o r ♦ r� ` NOTE: IF X >24 IN. (610 BRAILLE LE DRAWING NAME: 12 min 12 min c0'CT) c-) , co o� co 1 1 o aE��� c`"', MM.), THEN AN ADDITIONAL 36 min / + °D MANEUVERING CLEARANCE ACCESSIBILITY 915 OF 6 IN, (150 MM.) SHALL SIGNAGE 7-9 ] € BE PROVIDED AS SHOWN. STANDARDS -�`- + f V- 180-230 f - - - - Side Wall Back Wall WALL MOUNTED TOILETS l N 36 min 48 min 36 min DRAWING NO: `�� Nit\ 28 min 18 915 1220 915 X lip 4G003 . L. *,44kk 18 712 , ,>. 42 min / 455 _1 , .EC Lo 455 \ 1065 (A) �__ I ___, .0 r -- �r E `c) �` t LAV I i 48 12 co 1220 305 I I 1/4 max 1/4 TO 1/2 I I CLEAR 6.5 /6.5-13 NOTE: IF X> 15 IN. (380 C_ MM.), THEN AN ADDITIONAL Dy , R ♦ J FLOOR E N CLEAR SPACE �_ 2 MANEUVERING CLEARANCE N FLOOR I L - - - E r-I OF 12 IN. (305 MM.)SHALL • - T SPACE f -,/--u, /r Jr BE PROVIDED AS SHOWN. ,��(B) fcNI (E) � .IT-Shaped Space -�` 152�In I W 60 C) Cnfor 180°Turns )08 Additional Maneuvering Ce Clearances for Alcoves • CLEARANCE AT WATER CLOSETS (C) (D) Changes in Level Changes in Level k / WHEELCHAIR TURNING SPACE CLEAR FLOOR SPACE ACCESSIBLE ROUTE W 41`.1;F OR� A - EGRESS PLAN GENERAL NOTES • EXIT SIGNS ARE DEPICTED IN GENERAL LOCATIONS ON THE EGRESS PLAN. ALL EXIT SIGNS SHALL BE CENTERED ABOVE A CASED OPENING OR DOOR UNLESS NOTED OTHERWISE. • EMERGENCY LIGHTING AND EXIT DIRECTIONAL SIGNS SHALL BE BATTERY STANDBY AS APPROVED BY - APPLICABLE CODES. BATTERY PACKS SHALL BE CONCEALED FROM PUBLIC VIEW AND BACKSIDE OF THE EXIT SIGNS SHALL BE SCREENED FROM VIEW FROM THE MALL. EMERGENCY LIGHT FIXTURES MAY BE TWIN 5 TRICARICO T HEAD UNITS IN REAR AREAS OUT OF PUBLIC VIEW. • Tricarico Architecture and Design PC ENSURE NO HORNS,STROBES OR OTHER DEVICES INTERFERE WITH FIXTURES OR FIRE PROTECTION ,......... -------_- - 502 Valley Road Wayne,NJ 07470 18'-3" DEVICES. CENTER ALL DEVICES ON ADJACENT EQUIPMENT AND BEAMS. 1.. T(973) 692-0222 F (973) 692-0223 ADJACENT TENANT 1 • REFER TO THE PROPOSED REFLECTED CEILING PLAN AND ELECTRICAL PLANS FOR SPECIFIC LIGHTING www.tricarico.com -\ INFORMATION, EMERGENCY FIXTURE LIGHTING AND ALL LIFE SAFETY EGRESS EQUIPMENT.(EXIT SIGNAGE --...., ETC..) D 1 0 (E) I , 104 I EXISTING TOILET ROOM I EM (R) 1 LEGEND . 1 _ ni t -- EM IL 1 103 1 EXISTING STOCK ROOM I >A_ r7 ItJ dir f ) k' CLEAR EGRESS PATH OF 44"WIDE TO BE MAINTAINED,TYP. 'En -- 59'-1" 2'-6" / I / _.... ... 1 101 ( SALES 1 0 EM2 WALL OR CEILING MOUNTED EMERGENCY LIGHT. REFER TO REFLECTED CEILING PLAN FOR MORE INFORMATION EXIT 101 I I I 0 T 0 #2 , ADJACENT TENANT C08 WALL OR CEILING MOUNTED EXIT SIGN. cc : REFER TO REFLECTED CEILING PLAN FOR MORE INFORMATION 0 0/4 ___1 , 2 \ ; f: }! 7 G.C.TO FURNISH: ,14, ,--IC\I Ca N ,0 i. cY \0 0 FIRE EXTINGUISHER PROVIDED&INSTALLED BY GC,COORDINATE EXACT LOCATION WITH FIRE MARSHAL,TYP. 6 (...) 1— -0.; ' ! ''..`-'49), I .......... DATE ISSUED IC) -446x.— -V ' . . ...., 1 102 1 NEW STOCK ROOM I — — 1- - 1 — — — — — —rr r 80 _ — — 111 MANUF.: POTTER ROEMER 10/12/2018 90%CLIENT REVIEW MODEL: #3010 10 LBS ABC DRY-CHEMICAL ::_- =--- *- - ::-..- i 0 UL RATING 4A:60B:C,SIZE:5"DIA.x 20"H.OR APPROVED EQUAL 11/01/2018 LL&CLIENT REVIEW II — J (MINIMUM 2A RATING) 11 1 1 I ill 11/14/2018 LL&CLIENT REVIEWI — EN .-_- -- 17/ _ _ =_-_ * == = II * III I i ii L---- i - -1 L- .-_..--._ =- = ............. EGRESS LIGHTING, REFER TO ELECTRICAL DRAWINGS FOR MORE INFO. /.... / II ii ii ii , Art -Ar /Or Ar/ // _ /41(Ar 44, af / —7 m / // ha 1# — ,2 ..._ . . A - ,7 / _EXIT#1 MALL ;c1; CONCOURSE 4.- -iLlt Iwo —0 I 0 0 -71"--11- If-% my 1 / 0 r 'II I / li fj II 0 0 --- °O(.4Th -__ ..... -----.-_. t.N II. I. .111 iii i 1 I I I I I I I ID 'J '-' _ _ ______ .1 N. 177--' -'s SERVICE - /*Iit 1 I ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT,AGENTS OF THE CLIENT OR OTHER PARTIES CORRIDOR CORRIDORWITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN I PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. E FURTHERMORE THE CLIENT AGREES TO DEFEND,INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, (Th ADJACENT TENANT C06 INJURIES,DAMAGES,LOSSES,EXPENSES AND ATTORNEY'S FEES N ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO W 79'-10" SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR 1 , - HIS REPRESENTATIVE REGARDING MEASUREMENTS,IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. EGRESS PLAN SCALE: 1/8"= 1-0" PROJECT: OCCUPANT LOAD: SEC. 1004.1.2 Casper SALES AREA 1,738 SQ. FT. NON-SALES AREA 662 SQ. FT. LOCATION: (MANAGER SPACE, STOCK ROOMS, UNISEX TOILET) TOTAL SQUARE FOOTAGE 2,400 SQ.FT. WASHINGTON SQUARE TABLE 1004.1.2 MERCANTILE-MAX FLOOR AREA ALLOWANCE PER OCCUPANT: 9685 S.W. WASHINGTON SQ. RD. SALES AREA 1,738 SQ. FT./ 60 SQ. FT. PER PERSON=29 PERSONS SUITE C07 NON-SALES AREA 662 SQ. FT./300 SQ. FT. PER PERSON= 2 PERSONS PORTLAND, OR 97223 TOTAL OCCUPANT LOAD:31 PERSONS DESIGNER: CASPER EXIT/EGRESS DRAWN BY: DA/SH SEC. 1005.3.2-MINIMUM EGRESS WIDTH : CHECKED BY: JMV/DA REQUIRED EGRESS WIDTH IS(TOTAL OCCUPANT LOAD)31 X.2"=6"(THE WIDTH PROVIDED= 106") DATE: 11/01/2018 SEC. 1008.1.1 -SIZE OF DOORS:36"WIDE WITH 32"CLEAR WIDTH (PROVIDED) PROJECT NO: 180292 SEC. 1014.2-EGRESS THROUGH INTERVENING SPACE IS NOT PROHIBITED PER EXCEPTION 1014.2.2 THESE DRAWINGS WERE COMPLETED UNDER THE DIRECT NJT (2.1,2.2,2.3,2.4) SUPERVISION OF: DIAGONAL DISTANCE: NICHOLAS J. TRICARICO SEC. 1015.2.1 (EXCEPTION 2)SPRINKLERED BUILDING =THE SEPARATION DISTANCE OF THE EXIT ARCHITECT DOORS SHALL NOT BE LESS THAN 1/3 THE OVERALL DIAGONAL DIMENSION OF THE AREA SERVED. ACTUAL: 85'-6"DIVIDED BY 1/3=28'-6". THE ACTUAL DISTANCE BETWEEN EXIT#1 AND EXIT#2=88'-3" TRICARICO ARCHITECTURE TABLE 1016.2-EXIT ACCESS TRAVEL DISTANCE: 250 FT.W/SPRINKLER SYSTEM AND DESIGN PC DRAWING NAME: TRAVEL DISTANCE: FROM REMOTE POINT TO EXIT 1=± 105"-8" FROM REMOTE POINT TO EXIT 2=± 95'-4" EGRESS PLAN DRAWING NO: G004 OD ,vi 7, . . , ,c, , C:4 .08 / AYNE , ,4! il C9 OF 01X- • DEMOLITION PLAN GENERAL NOTES 1. G.C.TO COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK,PRIOR TO THE START OF DEMOLITION. 2. G.C.SHALL SURVEY THE SITE AND MAKE ALL NECESSARY CHANGES REQUIRED BASED ON EXISTING :r-_ CONDITIONS FOR PROPER DEMOUTION OF EXISTING WORK AND INCLUDE ALL MATERIALS AND LABOR IN BID _ TRICARICO 1PRICE.NO ALLOWANCES WILL BE MADE FOR FAILURE TO DO SO. 3. G.C.TO PROVIDE FOR LEGAL REMOVAL AND DISPOSAL OF ALL RUBBISH AND DEBRIS FROM THE BUILDING Tricarico Architecture and Design PC 18' 3" AND SITE.COORDINATE ALL DEMOLITION AND REMOVALS WITH BUILDING MANAGEMENT.PROTECT ALL 502 Valley Road Wayne,NJ 07470 WORK NOT SLATED FOR DEMOLITION. T(973) 692-0222 F (973) 692-0223 ADJACENT TENANT 4. G.C.SHALL TAKE PRECAUTIONS AGAINST DAMAGING OR DISRUPTING BUILDING SYSTEMS,WIRING OR www.tricarico.com --, CONTROL TUBING.ANY DAMAGE TO THESE ITEMS SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE PP CLIENT. Tr 111) 0 5. G.C.TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO DEMOLITION. D17.- 0 6. DURING DEMOUTION,G.C.SHALL MAINTAIN FIRE EXTINGUISHER FOR EACH 3000 SQ.FT.OF SPACE.A 25 LB. / TYPE APPROVED FOR A,B,AND C FIRES. 0 9. DO NOT REMOVE ANY BUILDING CLASS'E'FIRE PROTECTION SIGNALS OR EQUIPMENT,U.O.N.PROTECT AS REQUIRED FOR DURATION OF THE JOB.ARRANGEMENT TO PROTECT THE BUILDING CLASS'E'SYSTEMS SHALL BE MADE WITH THE LANDLORD CONTRACTOR. 0 _ , ,_ 10. DO NOT REMOVE ANY BUILDING CORE DOORS INCLUDING TELEPHONE CLOSETS, ELECTRICAL CLOSETS,OR FIRE EXIT DOORS,U.O.N. 2 3 4 0 ADJACENT TENANT C08 11. DO NOT REMOVE ANY EXISTING A/C UNITES OR ASSOCIATED DUCTWORK, U.O.N. 0 0 0 12. G.C.SHALL COORDINATE WITH THE BUILDING MANAGEMENT AS TO THE PROTECTION AND/OR STORAGE OF �I I ,�}y� /EXIST'G ANY ITEMS TO BE SAVED FROM DEMOLITION. 1:,,,10,1 cc VN / GU — —_—_1_1 ( Tj 13. G.C. IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN THROUGHOUT THE COURSE OF THE JOB. DATE ISSUED � -11 I 11 I I I I FEI I I I 1 '� I I I I I O © �— I "' 14. G.C.TO REMOVE EXISTING NON-CORE DOORS AND FRAMES AS INDICATED.CONTRACTOR TO PROVIDE 10/12/2018 90%CLIENT REVIEW 0 0 , O I I I © IIITEMPORARY SUPPORT FOR ALL OPENINGS THROUGHOUT COURSE OF DEMOLITION. 11/01/2018 LL&CLIENT REVIEW I0 ..--,- 15. UPON COMPLETION OF DEMOLITION WORK,LEAVE ALL AFFECTED AREAS IN BROOM CLEAN CONDITION. 11/14/2018 LL&CLIENT REVIEW O 0 0 - 16. G.C.TO DUST PROOF AND PROTECT LANDLORD'S FLOORS PRIOR TO START AND PROVIDE ALL SUCH BLOCKING PRIOR TO CLOSING UP ANY AND ALL WALLS,COLUMNS,ETC. IF REQUIRED BY CODE AND LOCAL 000 000 BUILDING OFFICIAL,SUCH BLOCKING SHALL BE FIRE RETARDANT TREATED TO MEET SUCH REQUIREMENT. ,CONCOURSE MALL a I L _ 4TN DEMOLITION PLAN KEY NOTES - " , I CO O LEASE LINE LOCATION, VERIFY IN FIELD ..nrtnAnAnN I I ,,^^^ 1 ® ® I O II II ,1 ,, iiio 02 EXISTING DEMISING WALL I I I I I 1 FE 11 11 11 i I 1 1' \ O G.C.TO REMOVE EXISTING STOREFRONT ENTRY DOOR(S) 1 '1 ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS SERVICE41 , IQ4 G.C.TO REMOVE EXISTING STOREFRONT SYSTEM ENTIRELY.SEE STOREFRONT DRAWING FOR MORE INFO. BY THE CLIENT,AGENTS OF THE CLIENT OR OTHER PARTIES CORRIDOR CORRIDOR WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. 1 EXISTING DOOR TO REMAIN.G.C.TO ENSURE IN GOOD WORKING ORDER. FURTHERMORE THE CLIENTAGREES TO DEFEND,INDEMNIFY AND E HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, ADJACENT TENANT C06 INJURIES,DAMAGES,LOSSES,EXPENSES AND ATTORNEY'S FEES 0 G.C.TO REMOVE DOOR, FRAME AND HARDWARE AS REQUIRED. ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. Nmxiku T S W EXISTING FIRE EXTINGUISHER(S) THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS TO REMAIN,TYP.G.C.TO ENSURE IN GOOD WORKING ORDER. REPLACE! WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO 79'-10" \ I RELOCATE AS REQUIRED FOR NEW LAYOUT,AS REQ'D PER CODE. SEE FIXTURE PLAN. SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS,IF SUCH j� MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY 81 G.C.TO REMOVE EXISTING WOOD FLOORING THROUGHOUT. PREPARE FOR NEW FINISHES. OR SCALE CORRECTLY TO THE INDICATED SIZE. \"/ EXISTING ELECTRICAL PANELS TO REMAIN,TYP. 10 EXISITNG FLOOR DRAIN TO REMAIN 1 DEMOLITION PLAN SCALE: 1/8"= 1-0" 0 EXISTING FIXTURES, SHELVING, MIRRORS,AND MILLWORK TO BE REMOVED.TYPICAL THROUGHOUT. PROJECT: G.C.TO REMOVE INTERIOR PARTITIONS AND FURR-OUT. PATCH AND REPAIR EXISTING ADJACENT SURFACES AS REQUIRED AND PREPARE FOR NEW FINISHES TYP.G.C.TO VERIFY THERE ARE NO 12 CONFLICTS, INTERFERENCES OR DISCREPANCIES BETWEEN DRAWINGS AND EXISTING CONDITIONS TO Ilk REMOVE WALLS AND BUILD-OUTS. REPORT ANY ISSUES TO ARCHITECT AND CONSTRUCTION MANAGER C I•- IMMEDIATELY. 13 G.C.TO REMOVE EXISTING OUTLET(S)AND ANY ASSOCIATED POWER TO POINT OF ORIGIN. LOCATION: 14 G.G.TO REMOVE EXISTING VCT FLOORING THROUGHOUT. PREPARE FOR NEW FINISHES. EXISTING RESTROOM TO REMAIN. EXISTING WATER CLOSET, LAVATORY, MIRRORS,GRAB BARS AND WASHINGTON SQUARE 15 ACCESSORIES TO REMAIN. G.C.TO ENSURE FIXTURES IN GOOD WORKING ORDER. BRING TO LIKE NEW 9685 S.W. WASHINGTON SQ. RD. CONDITIONS AS REQUIRED. SUITE C07 16 G.C.TO REMOVE EXISTING DISPLAY WINDOW PLATFORM(S) PORTLAND, OR 97223 0 G.C.TO REMOVE STOREFRONT SIGN DESIGNER: CASPER LL TO FURNISH AND INSTALL NEW TEMPORARY CONSTRUCTION BARRICADE AT OWNER'S EXPENSE. DRAWN BY: DA/SH BARRICADE TO BE ERECTED FOR DURATION OF PROPOSED WORK. PROVIDE DUST PROOF VISQUEEN WRAP 18 AT INTERIOR OF THE BARRICADE.G.C.TO COVER MALL FLOORING WITH MASONITE AND PROTECT FROM CHECKED BY: JMV/DA DAMAGE ALL FINISHES WITHIN THE BARRICADE AREA. REPAIR ALL EXISTING FINISHES AS REQ'D,TYP. DATE: 1110112018 COORDINATE WITH MALL MANAGEMENT PRIOR TO COMMENCEMENT OF WORK. LL TO REMOVE THE BARRICADE AFTER STOREFRONT WORK COMPLETION. PROJECT NO: 180292 0 e o A 19 BARRICADE GRAPHICS BY TENANT GRAPHICS VENDOR. REFER TO COVER SHEET FOR VENDOR THESE DRAWINGS WERE T.O. LL CEILING INFORMATION. COORDINATE WITH TENANT CONSTRUCTION MANAGER AND VENDOR AS REQUIRED. COMPLETED UNDER THE DIRECT SUPERVISION OF: NJT 11 14'-8"A.F.F. T.O. BULKHEAD. I 1 r i T NICHOLAS J. TRICARICO 11 ±13.-11"A.F.F. , - J - - JL _ _ L _ _ JL _ _ � � _ _ �L _ L ARCHITECT r lr - - -fir - - -1r - - -1r - - 1r E -1 L _ _ _III_ __ _ _IL_ _ _ L _ _ __H_ _ _ E _ _ _u_ _ _ +_ _ _ __I LEGEND TRICARICO ARCHITECTURE AND DESIGN PC C I / /r "II/ \ EXISTING CONSTRUCTION TO REMAIN / / I I / DRAWING NAME. /1/N / \ // N LL N N /r / I \ I /r N > i EXISTING CONSTRUCTION TO BE REMOVED \I I �t a I \ 1f © 1 1 1 0 DEMOLITION/ I 1 r O PLAN 1 1 r 00 EXISTING DOOR TO REMAIN � I 1 Il P A I r 1 f \ l r 1 A/ I ..........................:.... /f /r 1 / 1 / i \ J r CONSTRUCTION BARRICADE _... ......... ......._.. .. . .._....... ... ___...... . -...._ ... _. .. . .-. DRAWING NO: \ / / I EXISTING DOOR TO BE REMOVED ON T I CONSTRUCTION ON NO E. 1 /.// L _ JL J 1. NO OPENINGS ARE L J L _ J \ /L _ _ _ J — PERM Tf� IIII D 1 0 1 PERMITTED.�1" FINISHED FLOOR I , I I \v I I 11 2. ALL SUPPORTS MUST BE • +0'-0"AFF. CONCELED BARRICADE. BEHIND THE \ I +/-4'-10"V.I.F. J 6-0" Jl +/-13'-4"V.I.F. 3. PLACEMENT&DESIGN /� ALIGN WITH NEW ENTRY O MUST BE APPROVED IN DOORS SEE A301 (2)3'-0"WIDE X 7'-0"x 1 4'HIGH O WRITING BY LL PRIOR TO HOLLOW METAL DOOR WITH INSTALLATION. HOLLOW METAL FRAME AND 4. COORDINATE WITH LOCKABLE HARDWARE. DOOR LANDLORD PRIOR TO AND FRAME PAINTED PER LLj� .,, WORK. REQUIREMENTS. ��i ,`'3 N i. J. '�,.\ W /NE . -. ICO C� DEMOLITION ELEVATION 3 BARRICADE SCALE: 114"= 1'-0" 08 SCALE: 114"=1'-0" �" ' rOF 00 r DEMOLITION CEILING PLAN GENERAL NOTES 1. G.C. TO COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OF DEMOLITION, 2. G.C. SHALL SURVEY THE SITE AND MAKE ALL NECESSARY CHANGES REQUIRED BASED ON EXISTING CONDITIONS FOR PROPER DEMOLITION OF EXISTING WORK AND INCLUDE ALL MATERIALS AND LABOR • TRICARICO® IN BID PRICE. NO ALLOWANCES WILL BE MADE FOR FAILURE TO DO SO. ENTIRE SCOPE OF 1 DEMOLITION WORK IS NOT NECESSARILY INDICATED IN THESE DRAWINGS. GENERAL CONTRACTOR SHALL VISIT THE JOBSITE TO DETERMINE QUANTITY OF MATERIALS AND COMPONENTS TO BE Tricarico Architecture and Design PC 18'-3" REMOVED TO CONSTRUCT THE PROJECT. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND 502 Valley Road Wayne,NJ 07470 EXISTING CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONSTRUCTION T (973) 692-0222 F (973) 692-0223 ADJACENT TENANT PROJECT MANAGER. GENERAL CONTRACTOR TO COORDINATE A PRE-CONSTRUCTION MEETING WITH www.tricarico.com ON-SITE MANAGEMENT PRIOR TO BEGINNING ANY WORK. 3. G.C. TO PROVIDE FOR LEGAL REMOVAL AND DISPOSAL OF ALL RUBBISH AND DEBRIS FROM THE 1 (_+q- BUILDING AND SITE. COORDINATE ALL DEMOLITION AND REMOVALS WITH BUILDING MANAGEMENT. • E:Mn PROTECT ALL WORK NOT SLATED FOR DEMOLITION, REMOVE ALL DEBRIS ON A DAILY BASIS TO GENERAL CONTRACTOR PROVIDED CONTAINERS IN DESIGNATED AREAS. COORDINATE WITH C, I LANDLORD'S SITE MANAGEMENT. 4, G.C. SHALL TAKE PRECAUTIONS AGAINST DAMAGING OR DISRUPTING BUILDING SYSTEMS, WIRING OR ® HA2 ® CONTROL TUBING. ANY DAMAGE TO THESE ITEMS SHALL BE REPAIRED AT NO ADDITIONAL COST TO M4 THE CLIENT. a59'-1" 2'-6" E5 i- _ - / 'r 5. G.C. TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO DEMOLITION. 71 \51i ; 6. DURING DEMOLITION, G.C. SHALL MAINTAIN FIRE EXTINGUISHER FOR EACH 3000 SQ.FT. OF SPACE. A 1M� E' 2 s a 25 LB.TYPE APPROVED FOR A, B, AND C FIRES. ADJACENT TENANT C08 cc L- ® 7. DO NOT REMOVE ANY BUILDING CLASS 'E' FIRE PROTECTION SIGNALS OR EQUIPMENT, U.O•N, 0 {F) r ® I PROTECT AS REQUIRED FOR DURATION OF THE JOB. ARRANGEMENT TO PROTECT THE BUILDING Ea I E :1CLASS 'E'SYSTEMS SHALL BE MADE WITH THE LANDLORD CONTRACTOR. ac i - rN 0 �J A DATE ISSUED in 7 T"J1 I I I I I HHL III I I I I IIIIIIIfIIII IIII8, DONOTREMOVEANYBUILDINGCOREDOORSINCLUDWGTELEPHONECLOSETS, ELECTRICAL JI I II CLOSETS, OR FIRE EXIT DOORS, U.O.N. 10/12/2018 90%CLIENT REVIEW r I �i t -I — rte — I- -t� 1I 1 —1.41- 1 1— firth II , dill 1 1 I I/ �. L I 1 I I -� J 1 I I I 9. THE FIRE RATING AND STRUCTURAL INTEGRITY OF EXISTING FLOORS, DEMISING WALLS AND 11/01/2018 LL&CLIENT REVIEW I I I I III I--- ' �—� - I I I b � a �o� � � �o� — 4 1 ��� �'6—� �- � ' � j II �^ °�I1, I _I I I I 1 I � I 1 1 I 1 1 _1 _ ! 041 -i_I 1 1 1l- 1 I c ;;; COLUMNS SHALL BE MAINTAINED DURING DEMOLITION. THE GENERAL CONTRACTOR IS TO PATCH -I- ��I� - I ,A I I \7 1 1 �� \/ 1 1 1 I Ip I 1 / I 1 11 II `, a", AND REPAIR THESE ASSEMBLIES AS REQUIRED. COORDINATE WITH LANDLORD PRIOR TO WORK. DO 11/14/2018 LL&CLIENT REVIEW I h I : I I I L °I I I b .„ 1 11 NOT LEAVE ANY OVERHEAD INSTALLATION UNSUPPORTED DUE TO DEMOLITION. RESTORE I ❑ 1 �1 1 I 1 1 ' 1 1 1� I I 1 Ii SUPPORTS AS REQUIRED. NO EXCEPTIONS. 1°-t _ 1 ! 1 — I _ — I � , _ � � 1- � � 1I *AGOM2A® E3-E4 si,( I 1 krt4 1- 4- 4 —I 4_4.-1 11 T o ��®® E3 �® / 1 1 1 1 �m 1 I 11 `I' 1 I f 1 I I p I Ct I v 10. DO NOT REMOVE ANY EXISTING A/C UNITS OR ASSOCIATED DUCTWORK, U.O.N. DEMOLITION OF k I �� ILil 11 I I 1 11 1 1 1 1 1 1 I I 11 ❑ 1 MALL N ITEMS SHALL INCLUDE COMPLETE REMOVAL OF ANY ASSOCIATED ELECTRICAL, MECHANICAL, OR +1� { I I I 1FA>N _ y� _ + _ H _ - - i L Gwe.M1 ® E3 E4 S1 ,- 1 CONCOURSE PLUMBING COMPONENTS. ABANDONED FLOOR PENETRATIONS SHALL BE PROPERLY SEALED IN 1 1a I NEG t I t o ia� t I- 1-41 la I I I 4 I 1 I r AV I ` I I ACCORDANCE WITH LANDLORD REQUIREMENTS PRIOR TO INSTALLATION OF NEW FLOORING 1 -ICP I q I e I e 1 I 41 1I, I til I - J_ J 11� • 1 � I I I I I �I� - I I 1 -I 7 I [TT 1 - 7 II aA MATERIALS. COORDINATE WITH ALL MEP DRAWINGS PRIOR TO WORK. -1 _I 11 I— / _ I_ I I Ib I — I I -y-\ AI 1 4:- 1 I a.- 14-I f- + - - - I�- -� - I III °� 11. G.C. SHALL COORDINATE WITH THE BUILDING MANAGEMENT AS TO THE PROTECTION AND/OR I I � I l � ® I I ISI! IMI I I I I I ILII 1 1 I I 1 I I I 1l III--!!! I111J I I I III I I: Ig_ .� _s_L L I 1 I I r 1 ,_1�9.L J L ,d ,_d , °� 'I'II I°,j ,L, �o J, a 1 Q I„ 11 I 11 ''=" III, STORAGE OF ANY ITEMS TO BE SAVED FROM DEMOLITION. 4 1 4L 19B _1_ III_ I_ _k _ - I- - - 1- 4 =- -1 - I- -I - - -_ _1 - - - _- 4 -1 - ---; 4 _1 11; I 11 I I I III I III FE I I I I I 111 II I I I I I I I!1 11 I I I I i I I III -1 . Aga 12. G.C. IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN THROUGHOUT THE COURSE OF N THE JOB. I ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS SERVICE ® 72/72 MALL hill) BY THE CLIENT,AGENTS OF THE CLIENT OR OTHER PARTIES 5!A DUCT Cd 13. G.C. TO REMOVE EXISTING NON-CORE DOORS AND FRAMES AS INDICATED. CONTRACTOR TO WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN CORRIDOR CORRIDOR 20'-6- - r PROVIDE TEMPORARY SUPPORT FOR ALL OPENINGS THROUGHOUT COURSE OF DEMOLITION. PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. I FURTHERMORE THE CLIENT AGREES TO DEFEND,INDEMNIFY AND E __,/\____ 14. UPON COMPLETION OF DEMOLITION WORK, LEAVE ALL AFFECTED AREAS IN BROOM CLEAN HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, ADJACENT TENANT C06 INJURIES,DAMAGES,LOSSES,EXPENSES AND ATTORNEY'S FEES CONDITION. ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. 15. G.C. TO DUST PROOF AND PROTECT LANDLORD'S FLOORS PRIOR TO START AND PROVIDE ALL SUCH THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO w 79'_10' BLOCKING PRIOR TO CLOSING UP ANY AND ALL WALLS, COLUMNS, ETC. IF REQUIRED BY CODE AND SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR / LOCAL BUILDING OFFICIAL, SUCH BLOCKING SHALL BE FIRE RETARDANT TREATED TO MEET SUCH HIS REPRESENTATIVE REGARDING MEASUREMENTS,IF SUCH REQUIREMENT. MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. 1 DEMOLITION CEILING PLAN SCALE: 1/8" - 1'-0" PROJECT: LEGEND DEMOLITION ARCHITECTURAL CEILING KEY NOTES Casper (Al) G•C TO REMOVE EXISTING ACT CEILING, AND ALL EXISTING CEILING ELEMENTS IN PREPARATION FOR NEW LOCATION: ED EXISTING PENDANT LIGHT TO BE REMOVED GYP. BD. CEILING. SEE REFLECTED CEILING PLAN FOR MORE INFORMATION. �' RECESSED DOWNLIGHTING TO BE REMOVED A2 EXISTING ACT CEILING TO REMAIN IN BOH AREA. WASHINGTON SQUARE 'a a -s- RECESSED DOWNLIGHTING TO BE REMOVED A3 G.C.TO REMOVE EXISTING SPEAKERS AND ASSOCIATED WIRING. 9685 S.W. WASHINGTON SQ. RD. SUITE 007 EXISTING HVAC DIFFUSER TO BE REMOVED, DEMOLITION MECHANICAL KEY NOTES PORTLAND, OR 97223 z J , SEE MECHANICAL PLAN FOR NEW SCOPE OF WORK AND/OR RELOCATION. (Ml) EXISTING DUCT WORK TO REMAIN. G.C. TO MODIFY AS REQUIRED FOR NEW LAYOUT. SEE MECHANICAL + EXISTING SPRINKLER HEAD TO REMAIN PLAN FOR MORE INFORMATION. DESIGNER: CASPER (M2) G.C. TO REMOVE EXISTING DIFFUSERS AND/OR RETURN AIR GRILLES. DRAWN BY: DA/SH + 0 EXISTING SPRINKLER HEAD TO BE REMOVED CHECKED BY: JMV/DA SPKR (M3) EXISTING OVERHEAD PIPE(S)TO REMAIN, TYP. EXISTING SPEAKER TO BE REMOVED I DATE: 11/01/2018 (M4) EXISTING DIFFUSERS AND/OR RETURN AIR GRILLES TO REMAIN, UNLESS OTHERWISE NOTED. PROJECT NO: 180292 m EXISTING CEILING FAN TO BE REMOVED THESE DRAWINGS WERE (M5) EXISTING MALL DUCT TO REMAIN, SEE MECHANICAL PLAN FOR MORE INFORMATION. COMPLETED UNDER THE DIRECT NJT SUPERVISION OF: (M6) EXISTING VAV TO REMAIN, SEE MECHANICAL PLAN FOR MORE INFORMATION. NICHOLAS J. TRICARICO 0EXISTING DIFFUSER TO BE RELOCATED, SEE REFLECTED CEILING PLAN AND MECHANICAL PLAN FOR MORE ARCHITECT INFORMATION. DEMOLITION ELECTRICAL KEY NOTES TRICARICO ARCHITECTURE AND DESIGN PC 0 G.C. TO REMOVE EXISTING CEILING RECEPTACLE(S), AND RETURN ANY ELECTRICAL BACK TO ITS SOURCE. 0 G.C. TO RELOCATE EXISTING EMERGENCY LIGHT, TYP. U.N.O. SEE REFLECTED CEILING PLAN FOR MORE DRAWING NAME: / \ INFORMATION. E3 G.C. ANDREMOVE CONDUCTORS BACK LIGHTS TPOINTAND RFECESSED DOWNLIGHTS. REMOVE ALL RELATED WIRING DEMOLITION CEILING C(E4) G.C. TO REMOVE EXISTING ILLUMINATED EXIT SIGN (CEILING AND WALL MOUNTED) INCLUDING RELATED PLAN CONDUIT WIRING AND CONDUCTORS TO POINT OF ORIGIN. EXISTING LIGHTING TO REMAIN, UNLESS OTHERWISE NOTED, REPLACE LAMPS AND BALLAST IF REQUIRED. DRAWING NO: E5 DEMOLITION SPRINKLER KEY NOTES D1 02 0 EXISTING SPRINKLER HEADS ARE TO REMAIN, G.C. TO MODIFY AS REQUIRED, TYP. .cD ):;1C ? AYNE . CONSTRUCTION FLOOR PLAN GENERAL NOTES 1. DIMENSIONS ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE. 2. GENERAL CONTRACTOR IS TO REPORT ALL SHELL BUILDING LATENT DEFECTS TO TENANT CONSTRUCTION MANAGER, IMMEDIATELY UPON DISCOVERY. NOTIFY ARCHITECT AND TENANT CONSTRUCTION MANAGER IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO EXISTING FIELD TCONDITIONS. TRICARICO® 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR CONFIRMING OVERALL DIMENSIONS AND STRUCTURAL Tricarico Architecture and Design PC CONDITIONS PRIOR TO BEGINNING WORK. ANY DISCREPANCIES OR PROBLEMATIC CONDITIONS SHALL BE 502 Valley Road Wayne, NJ 07470 1 18'-3" i BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND TENANT CONSTRUCTION MANAGER. T (973) 692-0222 F (973) 692-0223 A202 ADJACENT TENANT 4. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT www.tricarico.com SCALE DRAWINGS. DIMENSIONS ARE FROM THE FACE OF FINISHED WALL(GWB)TO FACE OF FINISHED WALL 1 • ,- ,, D1 0 (GWB) UNLESS OTHERWISE NOTED ON PLANS. (IE. LEASE LINE MIDPOINT). GENERAL CONTRACTOR SHALL VERIFY THE FOLLOWING DIMENSIONS AND REPORT ANY DISCREPANCIES OR DESIGN CONFLICTS TO THE 104 I EXISTING TOILET ROOM I © TENANT CONSTRUCTION MANAGER: OVERALL SALES FLOOR WIDTH AND DEPTH, COLUMN LOCATIONS AND I0 SIZES, STOREFRONT ENTRY LOCATION, WORKROOM WALL LOCATION, AND CEILING HEIGHTS. 5. ANY SURFACES, FINISHES, EQUIPMENT, ETC. INDICATED AS "EXISTING TO REMAIN"OR "RELOCATED"SHALL 103 EXISTING STOCK ROOM 11) vi i ',1-- =/ BE REFURBISHED OR REPAIRED AS NECESSARY TO LIKE NEW CONDITION. IS i O 6. ENSURE THAT ALL COLUMNS ARE BOXED IN OR FURRED OUT THROUGHOUT LEASED SPACE. 59'-1'' 2 fi. 0 7. ALL GYPSUM BOARD SURFACES TO BE FINISHED TO "LEVEL 4"GRADE AS PER THE DRYWALL FINISHING I COUNCIL GUIDELINES AND RECOMMENDATIONS, l� _ , 1101 I SALES )r 4'-8" Vi 1z s O 8. FLOOR SLAB SHALL BE LEVEL TO WITHIN 112"OF SLOPE OVER THE ENTIRE LEASE AREA AND MUST MEET -... ADJACENT TENANT CO8 © MANUFACTURER'S STANDARDS FOR INSTALLATION. ft.. r A202 O I i . 0 O A202 I 301 9. EXTERIOR DOOR INTERCHANGEABLE CONSTRUCTION CORES TO BE REMOVED AT TURNOVER. I, 1 0 1 N Ir 4 I m ---- ,1 10. IF CODE REQUIRES FIRE ALARM PANEL TO BE LOCATED IN SALES AREA, COORDINATE LOCATION WITH N - - .� 0 TENANT. DATE ISSUED 102 I NEW STOCK ROOM I ' i 11. ALL LOW VOLTAGE WIRING LOCATED ABOVE CEILING LEVEL AND CONCEALED IN WALLS SHALL BE PER 10/12/2018 90%CLIENT REVIEW -� O © 40 CODE, NO EXCEPTIONS. 11/01/2018 LL&CLIENT REVIEW 0O 12. GENERAL CONTRACTOR TO COORDINATE WITH THE LANDLORD AND AUDIO SYSTEM VENDOR FOR FINAL 11/14/2018 LL &CLIENT REVIEW TYP. 4 0 LOCATION OF SYSTEM COMPONENTS, REFER TO VENDOR CONTACTS. ALL LOCATIONS DEPICTED IN THESE 4 i DRAWINGS ARE FOR GENERAL REFERENCE. 0 TYP. 1/02 A201 a 1 0 O � 13. ENSURE NO HORNS, STROBES OR OTHER DEVICES INTERFERE WITH FIXTURES OR FIRE PROTECTION - v J9L ( I DEVICES. 13'-6" 1 3'-6" 3 MALL N 0 ± 19'-5" 0 7"± 16' l icji< CONCOURSE±2fi' 4" 0 © 14. GC TO PATCH AND REPAIR EXISTING DEMISING WALL AS REQUIRED. PATCHING AND REPAIRING WALL SHALL � \/ INCLUDE BUT NOT BE LIMITED TO FIRE STOPPING ALL PENETRATIONS, SEALING AROUND ALL PENETRATIONS WITH FIRE-CAULK, REPAIRING OR REPLACING DAMAGED GYPSUM BOARD WITH NEW TYPE Q i i 'X' GYP. BD. AND MAKING READY TO RECEIVE SCHEDULED FINISH. IF THERE IS NO GYP, BD. AT THE DEMISING I I r �' WALLS, THE GC IS TO FURNISH AND INSTALL NEW 5/"TYPE 'X'GYP. BD. UP TO THE UNDERSIDE OF EXISTING 0 1 0 I �, 0 0 ®IEn 0 I �, ' SMOKE EVAC. SYSTEM AS REQUIRED TYP. (WHERE APPLICABLE). ,. F l I I h' 15. SEE FIXTURE PLAN AND FIXTURE DETAILS FOR FIXTURE INFORMATION, ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS SERVICE i; 016. SEE REFLECTED CEILING PLAN FOR SOFFIT AND LIGHTING INFORMATION. BY THE CLIENT,AGENTS OF THE CLIENT OR OTHER PARTIES CORRIDOR CORRIDOR WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN I - [l i 17. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND,INDEMNIFY AND E = -.I ERECTED, USED, CLEANED, AND CONDITIONED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, (------N‘ ADJACENT TENANT C06 SPECIFICATIONS OR INSTRUCTIONS. INJURIES,DAMAGES,LOSSES,EXPENSES AND ATTORNEY'S FEES „ 1 S ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. _/ 18. ALL WORK SHALL BE EXECUTED IN A MANNER ACCEPTABLE TO THE OWNER. THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO W 79'-10" 19. UNLESS NOTED OTHERWISE, THE GENERAL CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR, SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS,S,IF IF SUCH MATERIALS EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT MACHINERY, TRANSPORTATION, PERMITS AND MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY OTHER SERVICES AND FACILITIES NECESSARY FOR PROPER AND TIMELY EXECUTION OF WORK. OR SCALE CORRECTLY TO THE INDICATED SIZE. 20. THE TENANTS CONTRACTOR WARRANTS TO THE OWNER AND TO THE ARCHITECT THAT ALL MATERIALS AND EQUIPMENTS FURNISHED UNDER THE CONTRACT ARE NEW UNLESS OTHERWISE SPECIFIED AND THAT ALL WORKS WILL BE AS SPECIFIED AND FREE OF DEFECTS. �� CONSTRUCTION FLOOR PLAN 21. FOR ALL WOOD MEMBERS REQUIRED BY CODE TO BE FIRE RETARDANT TREATED, PROVIDE PRESSURE ) SCALE: 1/8"= 1'-0" IMPREGNATION WITH FIRE RETARDANT CHEMICALS TO PROVIDE UL PRS FIRE HAZARD CLASSIFICATION, ALL PROJECT: WOOD SHALL BE IDENTIFIED WITH A UL LABEL CERTIFYING THIS CLASSIFICATION AND FM DIAMOND. 22. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. Casper LANDLORD GENERAL NOTES CONSTRUCTION PLAN KEY NOTES 23. ALL PENETRATIONS OF FIRE RESISTIVE FLOORS OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORMS TO UL STANDARDS FOR THROUGH PENETRATION FIRE STOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE 1. NEUTRAL PIER TO BE 12" FROM LEASE LINE CHANNEL TO STOREFRONT POP OUT WITH TENANT O LEASELINE. G.C. TO FIELD VERIFY ALL LEASE DIMENSIONS. CONFORMANCE TO THE UL LISTING TO THE ARCHITECT. SUCH DRAWINGS SHALL BE AVAILABLE TO ANY LOCATION: FINISHES. CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATIONS WITH ALL VARIABLES 0 EXISTING DEMISING WALL TO REMAIN DEFINED. 2. PRIOR TO SAW CUTTING OR PENETRATING THE EXISTING SLAB, X-RAY AND VERIFY LOCATION WITH WASHINGTON SQUARE 24. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRINGS TO HAVE METAL CORNER BEADS SPACKLE ONSITE LANDLORD REPRESENTATIVE. TENANTS S CONTRACTOR WILL BE RESPONSIBLE FOR ANY 0 NEW STOREFRONT ENTRY DOOR(S) AND SMOOTH. 9685 S.W. WASHINGTON SQ. RD. DAMAGE TOEXISTING MALL UTILITY CONDUITS. /4\ STOREFRONT VENDOR TO CONSTRUCT NEW STOREFRONT, G.C.TO COORDINATE, REFER TO ENLARGED 25. HVAC CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR INTENDED DIFFUSER DUCT, THERMOSTAT SU ITE CO7 \ / STOREFRONT SHEET FOR MORE INFORMATION, LOCATIONS, ETC. FOR REVIEW PRIOR TO FABRICATION AND INSTALLATION OF SAME. PORTLAND, OR 97223 / EXISTING SLAB INFILL/PATCH SLAB / EXISTING SLAB 0 LINE OF NEW SOFFIT ABOVE, REFER TO REFLECTED CEILING PLAN FOR MORE INFORMATION. 26. THE CONTRACTOR IS TO REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDING STRUCTURE DURING SCHEDULED VAPOR BARRIER, LAP G.C.TO TRENCH /ROUTE 1"CONDUIT IN /UNDER SLAB. ROUTE UP NEAREST FURRED OUT WALL OR DEMOLITION/CONSTRUCTION. DESIGNER: GASPER &TAPE SEAL PER MFR. COLUMN. PROVIDE TOPPING PER LANDLORD REQUIREMENTS. ALL PENETRATIONS SHALL BE FIREPROOFED. RECOMMENDATIONS TO REPAIR& COORDINATE WITH LANDLORD BEFORE INSTALLING. ADJUST IN FIELD AS REQUIRED, REFER TO CORE 27. ACCESS PANELS IN WALL FOR PLUMBING, MECHANICAL OR ELECTRICAL ACCESS TO BE FLUSH FRAMELESS DRAWN BY: DA/SH MAKE WATER VAPOR TIGHT. (SEE SPEC PANELS.. ,) C 6> DRILL DETAIL#2 ON THIS SHEET. SEE FLOOR BOX SPECS ON ELECTRICAL DRAWINGS. (PRIOR TO SAW GYP. CHECKED BY: JMV/DA 4" / 9" 1'-6" MAX. 'MAX'.,,9" 4" J CUTTING OR PENETRATING THE EXISTING SLAB, X-RAY AND VERIFY LOCATION WITH ON-SITE LANDLORD MIN. MAX MIN. ' REPRESENTATIVE. TENANT'S CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING MALL 28. ALL GLASS, INTERIOR AND EXTERIOR AND ALL STOREFRONT METAL TO BE CLEANED WITH A LIQUID DATE: 11/01/2018 UTILITY CONDUITS.) DETERGENT AT COMPLETION OF CONSTRUCTION. PROJECT NO: 180292 -- F • - I ' EXISTING FIRE EXTINGUISHER TO REMAIN, TYP. G.C. TO INSTALL NEW FIRE EXTINGUISHERS PER CODE AS 29, PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS AND JAMBS AS \ / THESE DRAWINGS WERE REQUIRED. [ -j---s--- . \ --- v___ _ 1 REQUIRED TO MAKE ASSEMBLY RIGID. COMPLETED UNDER THE DIRECTNJT EXISTING COLUMN TO REMAIN, TYP. PAPER COVERING APPLIED TO THE STOREFRONT SUPERVISION OF. 8 30, THE GENERAL CONTRACTOR TO PROVIDE AND INSTALL GLAZING DURING MERCHANDISING. NICHOLAS J. TR I CA R I CO (9) EXISTING ELECTRICAL PANELS TO REMAIN, TYP. REFER TO ELECTRICAL SHEETS FOR MORE INFORMATION I -III I I III III-III-III III I. • ; 31, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FINAL CLEAN UP OF THE ENTIRE PREMISES TO ARCHITECT _ - - _ C10> EXISITNG FLOOR DRAIN TO REMAIN 11 INCLUDE BUT NOT LIMITED TO FLOORS, MILLWORK, FIXTURES, ETC. FOLLOWING THE INSTALLATION OF THE MILLWORK. I .-, EXISTING WATER CLOSET, LAVATORY, FLOOR DRAIN, GRAB BARS AND ACCESSORIES TO REMAIN. G.C.TO TR ICARICO ARCHITECTURE _#3@ 18"O.C. EACH WAY \ / ENSURE IN GOOD WORKING CONDITION. REFER TO PLUMBING SHEETS FOR MORE INFORMATION 32. G.C. SHALL SUPPLY & INSTALL PROPER AND ADEQUATE WOOD BLOCKING TO SUPPORT ALL OWNER MINIMUM AT INFILL AREA SUPPLIED AND MWC APPLIED & INSTALLED ITEMS FOR FIRM AND SECURE INSTALLATION ON WALLS, AND DESIGN PC #3 AT 18"O.C.W/4"MIN. EMBEDMENT. EPDXY NEW PLUMBING FIXTURE, SEE PLUMBING SHEET FOR MORE INFORMATION COLUMNS, ETC. GC SHALL COORDINATE WITH MWC FOR REQUIRED LOCATIONS AND ADEQUACY OF SET INTO EXISTING SLAB EDGE 12"LONG BLOCKING REQUIREMENT AND PROVIDE ALL SUCH BLOCKING PRIOR TO CLOSING UP ANY AND ALL WALLS, DRAWING NAME: MINIMUM T \ G.C. TO PREPARE CONCRETE SLAB TO RECEIVE SCHEDULED FINISH. PREP SLAB AND INSTALL PER COLUMNS, ETC. IF REQUIRED BY CODE AND LOCAL BUILDING OFFICIAL, SUCH BLOCKING SHALL BE FIRE NOTE: \ / MANUFACTURER'S RECOMMENDATIONS. RETARDANT TREATED TO MEET SUCH REQUIREMENT. CONCRETE AT INFILL/PATCH TO MATCH EXISTING.4000 PSI LOW WIC RATIO WITH MASTER C14> TG.0 RATOIIONPROVIDE/INSTALL EXNEW WALLGYTO NEW ALIGN WITHTSPACKLE,XG SAND,APRIME, LL. ENSURE FOR NEW SMOOTH CONSTRUCTION PLAN, BUILDERS RHEOMIX ADMIXTURE.GET APPROVED CONCRETE MIX FROM G.C.S. f \ G.0 TO PROVIDE BLOCKING FOR MILLWORK AND SIGNAGE. REFER TO GENERAL NOTE 32 ON THIS SHEET LEGEND, AND NOTES \ / AND MILLWORK DRAWINGS FOR BLOCKING INFORMATION. 2 CONSTRUCTION FLOOR PLAN DRAWING NO: SCALE: 1/8"= 1'-0" LEGEND Al 01 EXISTING PARTITION TO REMAIN (FIELD VERIFY EXACT LOCATION) NEW PARTITION (SEE PARTITION TYPES) /n-47.. EXISTING DOOR TO REMAIN CCSD t Li./[H N ,AI/ICO ��os O NEW DOOR (SEE DOOR SCHEDULE) • / AYNE • • 1 ito" f'� QNEW PARTITION TAG (REFER TO PARTITION SCHEDULE) fOFO1 LIGHTING LEGEND SYMBOL DESCRIPTION FINISH LAMP QUANTITY VOLTS WATTS NOTES AIRCRAFT CABLE HUNG TRACK IN SALES AREA FOH RETAIL G-SERIES TRACK -TIME SQUARE LIGHTING TS-4-W+TEK11CB+TEK34+TEK38+ CONTRACTOR TO PROVIDE ALL NECESSARY TEK39+TEK4O+CABLE KIT W/CANOPY-LENGTH PER SITE CONDITIONS+ACCESSORIES AS WHITE COMPONENTS FOR COMPLETE TiNEEDED FOR A COMPLETE INSTALLATION. INSTALLATION. CONTRACTOR TO CONFIRM TWO CIRCUIT 120V TRACK HUNG IN A 53"O.C. GRID CENTERED IN FOH SALES FLOOR SPACE. LENGTHS TRICARICO® 1 SUSPENDED CABLE MOUNT WHITE. TRACK LIGHTING IN SALES AREA FOH RETAIL Tricarico Architecture and Design PC TIME SQUARE LIGHTING H38-W-TA2/ H38-W-TA2-BD17 (G-SERIES SPECIFICATION 2-CIRCUIT)+ CONTRACTOR TO PROVIDE ALL NECESSARY 502 Valley Road Wayne,NJ 07470 18'-3" KETRA S30-10-BT-WFL-11 E26-WH+KETRA CONTROLS AS REQUIRED FOR ENTIRE SYSTEM: LED COMPONENTS FOR COMPLETE T(973) 692-0222 F (973) 692-0223 / 0T2 X2+N1+N4 QUANTITIES OF CONTROL UNITS VARIES PER STORE. WHITE KETRA COLOR 39 18 W INSTALLATION. CONTRACTOR TO CONFIRM ADJACENT TENANT PAR38 MEDIUM SCREW BASE TRACK HEAD (WITH KETRA LAMP, 25 DEGREE MEDIUM FLOOD CCT LENGTHS www.tricarico.com BEAMSPREAD). DIMENSIONS: 6"Wx7.5"Lx9.5"H. WHITE STEEL MATERIAL MOUNTED TO TWO _ - H CIRCUIT 120V TRACK, TRACK LIGHTING IN SALES AREA FOH RETAIL 104 I EXISTING TOILET ROOM © E.na \7/ TIME SQUARE LIGHTING H38 W TA21 H38 W TA2 BD17 (G SERIES SPECIFICATION 2-CIRCUIT)+ CONTRACTOR TO PROVIDE ALL NECESSARY J (F7 -'- KETRA S30-10-BT-FL-11 E26-WH+KETRA CONTROLS AS REQUIRED FOR ENTIRE SYSTEM: LED COMPONENTS FOR COMPLETE IEXG'A.c.T.I $'-0"AFF — EM I OT3 X2+N1+N4 QUANTITIES OF CONTROL UNITS VARIES PER STORE. WHITE KETRA COLOR 13 18 W INSTALLATION. CONTRACTOR TO CONFIRM I PAR38 MEDIUM SCREW BASE TRACK HEAD (WITH KETRA LAMP, 10 DEGREE MEDIUM SPOT CCT LENGTHS 103 I EXISTING STOCK ROOM I BEAMSPREAD). DIMENSIONS: 6"Wx7.5"Lx9.5"H. WHITE STEEL MATERIAL MOUNTED TO TWO CIRCUIT 120V TRACK. IEXG'A.C.T.I 1I-11"AFF -T - TRACK LIGHTING IN SALES AREA FOH RETAIL I 59'-1" 2'-6" TIME SQUARE LIGHTING H38-W-TA2/H38-W-TA2-BD17 (G-SERIES SPECIFICATION CONTRACTOR TO PROVIDE ALL NECESSARY r i LED SPOT 3 Eil--1 I 2 CIRCUIT)+BD17+ KETRA 530 10 BT SP 11 E26 WH+KETRA CONTROLS AS REQUIRED FOR DISTRIBUTION COMPONENTS FOR COMPLETE �- 101 SALES ® ENTIRE SYSTEM: X2+N1+N4 QUANTITIES OF CONTROL UNITS VARIES PER STORE. WHITE 20 18 W INSTALLATION. CONTRACTOR TO CONFIRM / T4 KETRA COLOR -$W. _ z s NEW GWBi 13'-6"AFF a PAR38 MEDIUM SCREW BASE TRACK HEAD (WITH KETRA LAMP, 10 DEGREE MEDIUM SPOT CCT LENGTHS 1 - IEX ADJACENT TENANT CO8BEAMSPREAD), DIMENSIONS: 6"Wx7.5"Lx9.5"H. WHITE STEEL MATERIAL AND WHITE BARN 4' 8 1/2" © BEAMSPREAD). DOOR ACCESSORIES, MOUNTED TO TWO CIRCUIT 120V TRACK. COcc 0 . 17 1.. 1.. RECESSED ROUND AT STOREFRONT STOREFRONT a (- EX 2 82 48'-7" 2-82 KETRA D3 ADJUSTABLE, ROUND- ORDER#: D3TFRD1-WH-N-D3ADRD-18-BT-25L-11-NCIC-N-SP CONTRACTOR TO PROVIDE ALL NECESSARY I .E I I i J rN II I OVERALLGRIDDIMENSION I I I TRIM: D3 ROUND ADJUSTABLE BEVEL D3TFRD1 WH N KETRA 25L COMPONENTS FOR COMPLETE I ` f I A ®L2 HOUSING: D3 ADJUSTABLE, ROUND D3ADRD 18 BT 25L 11 NCIC N SP WHITE MODULE 8 18 W INSTALLATION. CONTRACTOR TO CONFIRM DATE ISSUED ' ` I O LED KETRA -- - --Si1 I - . PLATFORM &CONTROL:WIDE GAMUT, TUNABLE- BT CEILING CONDITIONS f'Q' I EQ. I o COLOR CCT 10/12/2018 90%CLIENT REVIEW 102 NEW STOCK ROOM OTY 1 I 0 BEAM ANGLE: FLOOD (25 ) LOW GLARE-25L I I�_ _'_ _ --_ —N - I L2 /NEW A.C.T.I 11'-11"AFF I • I I ' 11'-10"AFF NEW GWB HOUSING TYPE: NEW CONSTRUCTION, IC/AIRTIGHT NCIC 11/01/2018 LL & CLIENT REVIEW J J T4 4 T4 I -- 4 : . I I T3� o . u I I I BACKLIGHTING AT RETAIL WALL DISPLAYS RETAIL MILLWORK © T4 0 „= T4' ' I T4' / I 341--- I 11/14/2018 LL & CLIENT REVIEW ENCAPSULATED LED TAPE WITH MOUNTING CLIPS AND REMOTE ACCESSIBLE DRIVER PROVIDED BY MILLWORKER. LOCATE REMOTE ___ I I ° COORDINATE 11" R. = • 5" I I I0 - I , FIXTURE TO BE USED IN CURVED DETAIL WITHOUT METAL EXTRUSION; ENCAPSULATION LED DRIVERS IN ACCESSIBLE AND VENTILATED - J N T4 4 o T4'' I 4 T• 1 I I o I Ml REQUIRED TO PROTECT LED STRIPLIGHT. WHITE 3000K W/MILL- 4.4 WIFT LOCATION - --i�ll � Z I ) Ip-3*--- I I I L2 I OPTIC ARTS FLEXDC-68-30-24-44-LENGTH+ GG100E-24-UNV-O1OV-MOUNTING WORKER o —:-. o • L2 I CLIPS+ACCESSORIES AS NEEDED FOR A COMPLETE INSTALLATION 4 4 4 2 T2 r z T2 T2 ' T2 I I MALL N CI I T2 T22 p T2. I \ ° T2i V �n n © �2 O CONCOURSE FOH RETAIL o • EM2 EM2 T2 2 EM2 T2 T2 HA2 I I PENDANT LIGHTING ABOVE CASHWRAP CONTRACTOR TO PROVIDE ALL NECESSARY cc o _ 13 _3 T� _T z • I g ��` I I O DROP BY INNERMOST - DROP 40: PD04932001 + (1) KETRA A20 100W WHITE KETRA A20 2 100W COMPONENTS FOR COMPLETE o z - T2 'T3 ,o T3 1 ' .T3 "r3 I I - I 9'-0°AFF IPC PANEL I PA MOUNTING CLIPS+ACCESSORIES LED LAMP INSTALLATION. CONTRACTOR TO CONFIRM Co Lcf, S f I 92 I ° ❑ ®/ XuT2 /fT2O �T� T2 •1T2 Z.3,3 a, P �� 1-4/ f2 fT2X T2 I _�� I ILENGTHS 74 \T4 -- : :T2 _�T2 .T2 �T2 ..T2 �-12 T T T 2 T2 <T2 aT2 I 11'-10"AFF INEW GWB 1 I > > T I I _Q_ 1 I p L2V I L1 SURFACE MOUNTED 4-0C C1-LED-4 IN BOH AREA r°0 1 T90 I . ORACLE LIGHTING -4-GCI-LED-4000L-DIM10-MVOLT-35K-85 WHITE INTEGRAL LED 4 cel _ Fe i N�T Mi' Mi 'Mi III rte`-- L1/L1 EM 'I 4 TYP. 66'-3" 2'-82 1 I ll 7�_7, I \ ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS SERVICE II EXISTING B.O.H LIGHTING BY THE CLIENT,AGENTS OF THE CLIENT OR OTHER PARTIES CORRIDOR 1 OVERALL GRID DIMENSION ' I I SOFFI EXISTING EXISTING 5 \ 2' 9"" CORRI DOR I I EX WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN 2 PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. 1 1 i-1 ) ❑ COMPACT FULLY RECESSED (EMERGENCY LIGHT IN SALES AREA FURTHERMORE THE CLIENT AGREES TO DEFEND.INDEMNIFY AND E � EM2 ISOLITE MINI GENIE MIGN 25 NC SM WHITE (2) 25W MRII 4 50W HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS. , INJURIES,DAMAGES,LOSSES,EXPENSES AND ATTORNEY'S FEES iTh ADJACENT TENANT C06 FULLY UNIVERSAL LED EDGELIT EXIT SIGN ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. ® ENCORE LIGHTING - UNO SERIES - EDGELIT UNIVERSAL MOUNT, LED, DIE CAST ALUMINUM WHITE PIRANHA LED 3 1.9W THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS _� SUPER UNIVERSAL, 6" LETTERS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO W 79'-10" - SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR /. HIS REPRESENTATIVE REGARDING MEASUREMENTS,IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. 1) REFLECTED CEILING PLAN SCALE: 1/8"= 1'-0" PROJECT: CEILING LEGEND REFLECTED CEILING PLAN GENERAL NOTES Casper 1'-6" _ 4'-9" "66" 6"I SYMBOL DESCRIPTION REMARKS 1. SEE OTHER SHEETS FOR ADDITIONAL NOTES & SPECIFICATIONS. REFER TO ENGINEERS DRAWINGS FOR " / '' ADDITIONAL NOTES & SPECIFICATIONS, I O JBL CONTROL 26T RECESSED WHITE SPEAKERS. COLOR: WHITE 2. SEE ENGINEERING DRAWINGS FOR ALL LIGHT FIXTURE CIRCUITING, SWITCHING AND RELATED WORK 1 I 5 MODIFICATIONS. LOCATION: 1 I 3. ALL CEILING HEIGHTS SHALL BE AS NOTED ABOVE FINISHED FLOOR. G.C. TO VERIFY ALL CEILING HEIGHT 1 INEW CONCEALED SPRINKLER HEADS RELIABLE LOCATION FOR REFERENCE ONLY. FLUSH AND INFORM ARCHITECT AND MILLWORK OF ANY DISCREPANCIES BEFORE STARTING ANY CEILING WORK. WASHINGTON SQUARE 1'10 MDL. G4 CONCEALED OR APPROVED EQUAL. WHITE COVER PLATE. 4. G.C. SHOULD NOTIFY THE ARCHITECT OF ANY CONDITION THAT PREVENT OR DELAY THE INSTALLATION AS INDICATED. 9685 S.W. WASHINGTON SQ. RD. OTYP _ EXISTING SPRINKLER HEADS TO REMAIN. LOCATION FOR REFERENCE ONLY. 5, SEE ENGINEERING DRAWINGS FOR ALL HVAC WORK INCLUDING AND NOT LIMITED TO LOCATIONS OF SUITE C07 1 -� DIFFUSERS (SUPPLY/RETURN), ETC. r , , D )= a` 6. CONTRACTOR TO SUBMIT A COORDINATED LAYOUT SHOP DRAWING INDICATING ALL HVAC DIFFUSERS, PORTLAND, OR 97223 1.c),/ SECURITY CAMERA CEILING FLUSH MOUNTED ALL CEILING MOUNTED SECURITY CAMERAS & SPRINKLER HEADS, SPEAKERS, CAMERAS, ETC. LOCATIONS TO ARCHITECT'S OFFICE FOR REVIEW AND 1G - -2Li DOME CAMERA: OPENEYE OE-C6012. SUPPLIEE EQUIPMENT TO BE INSTALLED ALIGNED WITH APPROVAL PRIOR TO FABRICATION OF ANY DUCTWORK. . . ih AND INSTALLED BY SECURITY VENDOR. LIGHTING. PROVIDE SHOP DRAWING FOR REVIEW. 7. EMERGENCY LIGHTS TO BE INSTALLED ON SEPARATE CIRCUIT. 8. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO SUBMIT PLANS FOR MODIFICATION OF THE FIRE DESIGNER: GASPER T3 0-I..- HVAC SUPPLY AIR GRILLE. SEE MECHANICAL LOCATION: SEE MECHANICAL DRAWINGS. i�2 DRAWINGS. SPRINKLER SYSTEM AS REQUIRED TO ACCOMMODATE THE NEW TENANT SPACE. G.C. MUST USE DRAWN BY: DA/SH \ LANDLORD'S SPRINKLER CONTRACTOR FOR ALTERATIONS. SUBMIT SHOP DRAWINGS TO THE LANDLORD, `l) -4I 4411 T3C � 2;1 HVAC RETURN GRILLE. SEE MECHANICAL LOCATION: SEE MECHANICAL DRAWINGS. OWNER AND ARCHITECT FOR REVIEW. al-) 9. ALL FINISHING AND PAINTING REQUIREMENTS SHALL BE DIRECTED TO THE FINISHES SCHEDULE, CHECKED BY: JMV/DA DRAWINGS. DATE: 11/01/2018 o ` SPECIFICATIONS, AND INTERIOR ELEVATIONS. L2 T3 0- 24"X24" CONCEALED STYLEMARK ACCESS SALES FLOOR ONLY QUANTITY, SIZE AND 10. ELECTRICAL CONTRACTOR TO VERIFY IF SERVICE PROVIDED IS ADEQUATE. IF NOT, NOTIFY ARCHITECT PROJECT NO: 180292 Ev PANEL BY INTERSOURCE SPECIALTIES. NO LOCATION AS REQUIRED. SEE MECHANICAL IMMEDIATELY. THESE DRAWINGS WERE C ` SUBSTITUTIONS. DRAWINGS. 11. ALL EQUIPMENT SHALL BEAR UL LABELS, COMPLETED UNDER THE DIRECT NJT 0 L2 12. ELECTRICAL CONTRACTOR MUST PROVIDE AN IDENTIFICATION NAMEPLATE ON TENANT'S MAIN ELECTRICAL SUPERVISION OF T3() n? SERVICE FUSIBLE DISCONNECT SWITCH IN LANDLORD'S DISTRIBUTION PANEL. NAMEPLATE MUST BE 1/8" C 2 NS LIGHT SWITCH INSTALL @ 48"AFF THICK PLASTIC, BLACK ON WHITE ETCHED TO LEAVE WHITE LETTERS. THE SIZE SHALL BE ONE INCH HIGH NICHOLAS J. TRICARICO IO BY REQUIRED LENGTH, WITH TENANT'S SPACE NUMBER ENGRAVED ON IT. PERMANENTLY AFFIX TO !ool w DISTRIBUTION PANEL. ARCHITECT N� T c°'!_ -' , lwAP WIRELESS ACCESS POINT 13. DIFFUSERS TO HAVE HANG WIRES ON ALL FOUR CORNERS. EQ. 1, EQ, 14. ALL FIRE DAMPERS MUST BE IDENTIFIED BY A STICKER INSTALLED ON CEILING BELOW. LIJ ® FLUSH CEILING MOUNTED GROUNDED 20 AMP 15. DUCT FIRE DAMPER MUST BE INSTALLED WITH A BREAKAWAY CONNECTION. TRICARICO ARCHITECTURE EM2 DUPLEX RECEPTACLE,, O L2 16. PLENUM CANNOT CONTAIN ANY COMBUSTIBLES. 0 17. NOTE: FIRE SPRINKLER PROTECTION: GC SHALL COORDINATE WITH THE MANAGEMENT OFFICE BEFORE AND DESIGN PC o COMPLETING ANY SPRINKLER WORK. ALL FIRE SPRINKLER SYSTEM MODIFICATIONS MUST BE PERFORMED m BY THE REQUIRED SPRINKLER SUBCONTRACTOR AND MUST BE TIED INTO LL'S EXISTING FIRE SPRINKLER DRAWING NAME: SYSTEM, IF APPLICABLE. ALL SPRINKLER SHOP DRAWINGS AND PERMITS SHALL BE PROVIDED BY GC. 0L2 -—N..-N.. SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED BY A QUALIFIED AND LL APPROVED CONTRACTOR. - EDw ANY CHANGES TO EXISTING FIRE SPRINKLER SYSTEM MUST BE SUBMITTED UNDER SEPARATE PERMIT AND REFLECTED CEILING T24 APPROVED BY THE FIRE AND BUILDING DEPARTMENTS. n DTZ io< -- rir ^alk 18. GC TO PROVIDE TAPEABLE ACCESS PANELS IF REQUIRED (RATED AND/OR NON-RATED). PLAN & SCHEDULE �2 C,T2 ©Y - N q2 r v L� REFLECTED CEILING PLAN KEY NOTES DRAWING NO: (0 M1 Q 1. n G.C. TO PROVIDE NEW ENTRY SOFFIT AND LIGHT FIXTURES. REFER TO STOREFRONT VENDOR SECTIONS. OTYPAl 02, -i 4' 9" 6'6" 6" O G.C. TO INSTALL (3) NEW 10'-5" L (EACH) ALU TRACK RECESSED IN SOFFIT, PLUS (3) AT 2'-7"L OTHER SIDE i._,_ -/-i- 1'-6" 0EXISTING CEILING AND LIGHTING TO REMAIN. , - (4) ELECTRIFIED TRACK, SEE LIGHTING SCHEDULE FOR MORE INFORMATION. rI I 0 EXISTING BEAM ABOVE @ 12'-0"TO REMAIN. G.C. TO INSTALL RECEPTACLES IN DISPLAY WINDOW CEILING ALIGNED WITH LIGHT FIXTURES,TYP. REFER TO li�D •\-/ ELECTRICAL SHEETS. 0., J. 4wCORELOCATED EMERGENCY LIGHT, rZ• , ( EN LARGED PLAN - STOREFRONT SOFFIT (8) G.C.TO RELOCATE EXISTING DIFFUSER, SEE MECHANICAL PLAN FOR MORE INFORMATION. tor ��~ �j2c � SCALE: 114"= 1'-0" (9) G.C. TO FURNISH & INSTALL CUSTOM BLUE SPRINKLER CAP. SHERWIN WILLIAMS: SW-6811 HONORABLE BLUE. OF OR SYMBOL LEGEND SYMBOL DESCRIPTION O JUNCTION BOX MOUNTED ABOVE CEILING ACCESS DOOR (J0 FLOOR MOUNTED JUNCTION BOX WITH POWER WHIPS TO MILLWORK CABINETRY-COORDINATE WITH MILLWORKER AS REQUIRED TRICARICO® 1 FLUSH WALL MOUNTED OR CABINET MOUNTED COMBINATION TELIDATA RECEPTACLE MTD. 18"AFF Tricarico Architecture and Design PC U.O.N. W/JUNCTION BOX AND CONDUIT STUB UP TO 6"ABOVE DRYWALL W/DRAG LINE. 502 Valley Road Wayne,NJ 07470 18'-3" 12"AFFFLUSH WALL MOUNTED OR CABINET MOUNTED COMBINATION TEL/DATA RECEPTACLE. JUNCTION BOX T(973) 692-0222 F (973) 692-0223 ADJACENT TENANT AND CONDUIT STUB UP TO 6" ABOVE DRYWALL W/DRAG LINE. OUTLET TO BE MOUNTED 12"AFF, www.tricarico.com HORIZONTALLY BEHIND PERIMETER MILLWORK UNIT. PI SC H n FLUSH WALL MOUNTED DOUBLE JACK DATA CABLES/FAX LINE RECEPTACLE MTD. 18"AFF W/JUNCTION BOX AND CONDUIT STUB UP TO 6"ABOVE DRYWALL W/DRAG LINE. 104 EXISTING TOILET ROOM I 0 ^� LIGHT SWITCH: OFF-ON ALL LIGHT FIXTURES IN SALES, DISPLAY&SIGNAGE AREAS, 48"AFF. - I1-!'(E)GFI +18"I s s ••'''''-.., INSTALL OCCUPANCY SENSING SWITCH IN ALL NON SALES AREAS 103 I EXISTING STOCK Roots f4-- 7 IT-THERMOSTAT -WHITE LOCATED AS PER CODE A.F.F. SEE MECHANICAL DWGS, GC TO PROVIDE r �T THERMOSTAT GUARD LOCK BOX (CLEAR): MNF MODEL#13G332 MNF:GRAINGER �_ I FI+44" GFI+44" I 59 1 2-6" S - REMOTE SENSOR: ACI BULLET/BUTTON SERIES. 0.7" DIAM., ST STEEL FINISH, LOCATED 48"A.F.F. OR / / o��-- }—GFI+48" I 1101 I SALES I S AS PER CODE. SEE M-100, IF LOCATIONS CONFLICT WITH ARCHITECTURAL, CONTACT CONSTRUCTION . GFI+18" cI MANAGER FOR DIRECTION. 2 3 4 -------4, .. I ADJACENT TENANT COS al FLUSH FLOOR MOUNTED DATA BOX WITH POWER WHIPS TO MILLWORK CABINETRY-COORDINATE WITH -' cc D I 5'-3" 9'-6" 10'-3" 12'-6" 8'-1cr T-1" T-9" MILLWORKER AS REQUIRED r o I / / / 1 ,-,N cc \ m 20 AMP DUPLEX RECEPTACLE "' 0 - — I I `0 DATE ISSUED b U — — C t• t•., 12"AFF "' lilt E66 k410 �, 20 AMP DUPLEX RECEPTACLE 10/12/2018 90%CLIENT REVIEW 102 I NEW STOCK ROOM + " ���� 646 +18" , I +18" ■' O OUTLET TO BE MOUNTED 12"AFF, HORIZONTALLY BEHIND PERIMETER MILLWORK UNIT 0 �( EQ. �. I 11/01/2018 LL & CLIENT REVIEW ©I I EQ. EQ, EQ. EQ. EQ. GROUND FAULT INDICATOR 20A DUPLEX RECEPTACLE 11/14/2018 LL & CLIENT REVIEW +56" 1O„ K EQ. EQ.�f TYP. ) ,I TYP �` TYP. TYP. TYP. f TYP. TYP. 1 f GFI J // TYP. l I TEL KP 1 I Ms IT ISOLATED GROUND 20 AMP DUPLEX RECEPTACLE. (ORANGE)-DEDICATED OUTLET \ J ,1- 4'-2" CAD-�� O v MALL c`t„ (2) 20 AMP QUADRAPLEX RECEPTACLE CONCOURSE NOTE: T.G.C. TO PROVIDE CONDUIT FROM CEILING TO FLOOR AND ROUTED INTO TRIAL ROOM. 1n Q �� 4 0 i '•I I / I I RECEPTACLES TO BE MOUNTED INSIDE TRIAL ROOM AT FINISHED FLOOR LEVEL. ib---- _ 4]51 /1 'O \Q \4) I I '� II — GROUNDED 20 AMP QUADRAPLEX RECEPTACLE MTD. AT 15"AFF U.O.N. T ., Ill l cD 0 +18" +12" +12" +12" +12" ±21" +12" +12" +12" +18" sa `y (p II 0 ® FLUSH CEILING MOUNTED GROUNDED 20 AMP DUPLEX RECEPTACLE s. ti Y I 19'-4" 4'-8" 4'-8" 4'-8" 4'-8" 11'-5" '76'-3" 5'-2" 5'-2" 7 9'-7" -4" IWAP WIRELESS ACCESS POINT ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS SERVICE , ( ,f / r // / BY THE CLIENT,AGENTS OF THE CLIENT OR OTHER PARTIES CORRIDOR CORRIDOR \ ri KP ALARM KEYPAD WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN — PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND,INDEMNIFY AND E pC 3/4" RECESSED DOOR CONTACT HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, ADJACENT TENANT 006 INJURIES,DAMAGES,LOSSES,EXPENSES AND ATTORNEY'S FEES rTh ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. __) MS MOTION SENSOR -CEILING MOUNTED THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO WSCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR 79' 1x" HIS REPRESENTATIVE REGARDING MEASUREMENTS,IF SUCH / / DOOR CHIME AT CEILING IN STOCKROOM & IN CASHWRAP/CONSULTATION DESK FOR BUZZER SYSTEM MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY C OR SCALE CORRECTLY TO THE INDICATED SIZE. D PUSH BELL BUTTON LOCATED AT STOCKROOM DOOR FOR BUZZER SYSTEM. CIPOWER DATA PLAN ST SHOPPER TRACK LOCATION W/CAT 5 CABLE 10'-0"COILED @ EACH END, TO MGR. DESK ABOVE CEILING ) SCALE: 1/8"= 1'-0" IN CONDUIT PER LOCAL CODES CENTERED AT DOOR. LOCATE J-BOX IN CEILING PROJECT: TEL] TELEPHONE PANEL Casper GENERAL NOTES POWER-DATA PLAN KEY NOTES RECEPTACLE AND COVER PLATE SHALL BE MOUNTED ON CEILING AT STOREFRONT ALIGNED WITH 1. ALL OUTLETS SHALL BE INSTALLED AS DIMENSIONED ON THIS PLAN. ANY DISCREPANCIES AS TO LOCATION 0 DOWNLIGHTS WITH LONG EDGE PARALLEL TO STOREFRONT GLASS. CIRCUIT TO PANEL AS INDICATED. LOCATION: BETWEEN PLAN AND EXISTING FIELD CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT BEFORE REFER TO ELECTRICAL SHEETS. COMMENCEMENT OF WORK. G.C.TO PROVIDE J-BOX ABOVE CEILING TO POWER STOREFRONT SIGNAGE. REFER TO ELECTRICAL 2. ALL ELECTRICAL AND TELEPHONE WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE ELECTRICAL C) SHEETS. WASHINGTON SQUARE CODE, NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITIES COMPANY, TELEPHONE COMPANY, AND ALL 9685 S.W. WASHINGTON SQ. RD. G.C. TO FURNISH & INSTALL OTHER AUTHORITIES HAVING JURISDICTION. n STEAMER (DEDICATED) @ 18"AFF NEW POWER STRIP MOUNTED 3. ALL COVERPLATES AND DEVICES (TELEPHONE, DATA, ELECTRIC, SWITCH) SHALL BE WHITE BY LUTRON CLARO. SUITE C07 AS REQ'D 4. ALL TELEPHONE OUTLETS SHALL BE PROVIDED WITH 2 (TWO) PULL STRINGS BACK TO TELEPHONE EQUIPMENT. PROVIDE FLUSH MOUNTED FLOOR JUNCTION BOX, DATA OUTLET,AND COVER PLATE, LEVEL WITH FINISHED G.C. TO PROVIDE MOUNTING BRACKETS 5. THE GENERAL CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING OF ALL CHASES IN FLOOR, WALLS AND C 4 PORTLAND, O R 97223 AND F.R.T. BLOCKING AS REQ'D, TYP. FLOOR, REFER TO ELECTRICAL SHEET FOR SPECIFICATIONS. COORDINATE IN FIELD AS REQUIRED. CEILING A5 REQUIRED. ' 6. ANY SURFACE WITH EXISTING OUTLETS TO BE REMOVED, SHALL BE PATCHED FLUSH WITH ADJACENT WALL n DATA RACK (DEDICATED 30 AMPS) 56"A.F.F. • 1.52:38.51 r ' SURFACE. DESIGNER: CASPER —MINIMUM WALL BRACKET I 7. G.C. SHALL VERIFY THE AVAILABLE ELECTRIC SERVICE IN THE TENANT'S SPACE AND ADVISE THE ARCHITECT OF REFER TO DETAIL 2/A103 FOR MONITOR MOUNTED OVER MANAGER'S DESK . ALSO REFER TO MANAGER'S — SPACING 12"---, 6 DRAWN BY: DA/SH ] f.` ��` }?,y� T�,�l o ' HIS FINDINGS PRIOR TO SUBMITTING A BID. G.C. TO INCLUDE COST FOR A PROPERLY SIZED AND TYPE SERVICE DESK ELEVATION ON SHEET A202. I �, i o : REGARDLESS OF EXISTING CONDITIONS AND LOCATION OF ELECTRIC ROOMS, CHECKED BY: JMV/DA _ I °a fis 'APPLE' EQUIPMENT BY CASPER VENDOR. 8. CENTERLINE TO CENTERLINE DIMENSIONS OF ANY OUTLET PAIR OR GROUP SHALL NOT EXCEED 6". : 1 A'rI t i --.-... __' f o G.C. TO COORDINATE INSTALLATION 9. ALL EXISTING OUTLETS TO REMAIN, SHALL BE REPLACED WITH WHITE COVERPLATE AND DEVICE, IF REQUIRED. DATE: 11/01/2018 AS REQ'D c r 0 _• _• _• _• _• _�' t� ? II o ; 10.PROVIDE MINIMUM 10%SPARE CIRCUITS IN EXISTING ELECTRICAL PANEL. PROVIDE BREAKER LOCKOUTS FOR PROJECT NO: 180292 a , ! ? ., ' o I. A.C. UNITS AND SEPARATE CIRCUIT OUTLETS AT TELEPHONE EQUIPMENT, o ' _ °o 11.ALL WHIPS AS INDICATED FOR DISPLAY FIXTURE LIGHTS SHALL NOT BE VISIBLE FROM THE STORE. ALL BOXES, THESE DRAWINGS WERE �° ;J o � a �1 CONDUITS, AND WIRING MUST BE COMPLETELY HIDDEN. APPROXIMATE LOCATION OF WHIPS SHALL BE COMPLETED UNDER THE DIRECT NJT 0 3 o 1 COORDINATED DIRECTLY WITH MILLWORK CONTRACTOR. suPERVISION oF: 0 o 12.TELEPHONE PANEL TO BE MOUNTED ON A 48"X 48" PTD. PLYWOOD SHEET MOUNTED AT 48"A.F.F. W/AN OUTLET NICHOLAS J. TRICARICO ;ri:;a l ' a.s1 $ I MOUNTED AT 52" A.F.F. I ; DASHED LINE OF T.V. BY CASPER VENDOR. 13.G.C. TO LOCATE ALL OUTLETS AS PER THIS DRAWING. ENGINEERING DRAWINGS TO BE USED FOR CIRCUITINGI G.C. TO COORDINATE INSTALLATION AND POWER REQUIREMENTS ONLY. ARCHITECT E AS REQ'D 14,ALL NEW WORK SHALL BE INSTALLED AND CONCEALED, U.O.N. Imo EX ING SEPARATE T 15 ITCIRCUITS CIRCUITS REMOVEDDURING DEMOLITION G. „ i ( I' ' THIS PROJECT SHALL BE DISCONNECTED AT THE PANEL CRIEER. CIRCUIT BREAKER SHALLBE TRICARICO ARCHITECTURE IN I R5 PLACED IN THE 'OFF' POSITION AND THE PANEL BOARD DIRECTLY CONNECTED TO INDICATE SPACE FOR AND DESIGN PC' RESPECTIVE CIRCUITS. `_, ( J - ' I 16.G.C.TO COORDINATE LOCATION OF FLOOR &JUNCTION BOXES WITH DISPLAY FIXTURE DRAWINGS/VENDOR. RAILS CAN BE SLID LEFT ;17.THE SECURITY SYSTEM CABLING. WIRES PULLED & FINAL TERMINATION BY SECURITY VENDOR. DRAWING NAME: OR RIGHT FOR OFFSET „ _ , 18.G.C. TO PROVIDE SCAFFOLDING FOR NV VENDOR IN AREAS WHERE CEILINGS ARE 12'-0"OR HIGHER. ` 19.G.C. TO PROVIDE SECURED STORAGE FOR ALL AN EQUIPMENT UPON DELIVERY. 20.G.C. TO PROVIDE ELECTRICAL WIRING/POWER FOR ALL AN EQUIPMENT. POWER & DATA PLAN ' - 34.57Id'ail - ' 21.G.C. IS RESPONSIBLE FOR PROVIDING ANY REQUIRED CONDUITS, JUNCTION BOXES & DRAG LINES NEEDED FOR GENERAL FIRE ALARM & SPRINKLER NOTES AN EQUIPMENT. COORDINATE W/AN VENDOR. 22.G.C. TO PROVIDE DISPOSAL CONTAINER FOR A/V PACKING AND INSTALLATION MATERIALS. 11111111111111. 23.G.C, TO COORDINATE AN INSTALLATION WITH NV VENDOR. G.C. TO BE RESPONSIBLE FOR ADDITIONAL LABOR FIRE ALARM DETECTION & NOTIFICATION SYSTEM IN ACCORDANCE WITH IFC 907 AND LOCAL FIRE CODE TO AND TRAVEL CHARGES IF THE SITE IS NOT READY UPON AN VENDOR ARRIVAL. BE DESIGNED, PROVIDED AND INSTALLED (IN ACCORDANCE WITH NFPA 72) BY A QUALIFIED, REGISTERED DRAWING NO: AND LANDLORD APPROVED FIRE ALARM CONTRACTOR. F.A CONTRACTOR TO BE FULLY RESPONSIBLE FOR POWER NOTES PREPARING ALL DRAWINGS AND FILING FOR ALL FIRE ALARM PERMITS. G.C. TO COORDINATE INSTALLATION. GC TO PROVIDE A CLASS-B FIRE ALARM SYSTEM WITH A FIRE ALARM CONTROL PANEL WITH AUDIBLE ALARM SECURITY NOTES (SIMPLEX 4001 OR MALL APPROVED EQ.)WITH 24 HOURS RESERVE POWER. CEILING SMOKE DETECTORS, DUCT SMOKE DETECTORS AND RECESSED STROBES SHALL BE LOCATED AS REQUIRED BY CODE. G.C. MUST Al 03 SPEAKERS BY CASPER VENDOR. • G.C. TO PROVIDE & INSTALL 1"CONDUITS W/ PULL STRING FOR ALL SECURITY DEVICES & WIRING. EXTEND CONDUIT AND FIRE ALARM CABLE TO NEAREST MALL FIRE ALARM INTERFACE JUNCTION BOXES. G.C. TO COORDINATE INSTALLATION COORDINATE REQUIREMENT & INSTALLATION WITH CLIENT SECURITY VENDOR. FINAL CONNECTION OF TENANT'S FIRE ALARM CABLE TO THE MALL CENTRAL F.A. ANNUNCIATOR JUNCTION AS REQ'D • ALL CEILING MOUNTED SECURITY CAMERAS & EQUIPMENT TO BE INSTALLED & ALIGNED WITH CENTER LINE BOX TERMINAL STRIP AND TESTING OF TENANT'S F.A. SYSTEM SHALL BE BY LOCAL BUILDING AND FIRE OF CEILING GRID. SEE A102, MARSHAL AND WITNESSED BY MALL'S ONSITE REPRESENTATIVE. ALL FIRE EXTINGUISHERS AS PER IFC CASHWRAP POWER NOTES SECTION 906. 1. THE CIRCUITS USED TO POWER THE ELECTRONIC CASH REGISTERS SHALL BE ON A DEDICATED CIRCUIT AND SPRINKLER HEAD LOCATIONS FOR REFERENCE ONLY. REFER TO SPRINKLER SHOP DRAWINGS FORD 1 • NOT TO BE USED FOR ANY OTHER PURPOSES. �� 2. THE CIRCUITS SHALL NOT SHARE THE NEUTRAL OR GROUND W/OTHER EQUIPMENT. SEPARATE POWER, INFORMATION. 4 2 DISPLAY MOUNTING DIAGRAM NEUTRAL, AND INSULATED GROUND WIRES, MIN. SIZE#12 AWG, SHALL BE RUN TO THE CIRCUIT BREAKER SPRINKLER SHOP DRAWINGS AND PERMITS SHALL BE PROVIDED BY GC IN ACCORDANCE WITH IFC 903 AND v N - ~,ICO SCALE: N.T.S. PANEL BOARD WHERE GROUND WIRE SHALL BE TIED TO THE GROUND TERMINAL ISOLATED FROM NEUTRAL. Lt1 DO NOT USE THE CONDUIT FOR GROUNDING AS THIS IS NOT ADEQUATE AT HIGH FREQUENCIES. LOCAL CODE . FIRE SPRINKLER SYSTEM MUST BE DESIGNED AND INSTALLED (IN ACCORDANCE WITH NFPA 08 1. THE CIRCUITS FOR THE ELECTRONIC CASH REGISTERS SHALL BE RUN IN SEPARATE CONDUIT. 13.A) BY A QUALIFIED, REGISTERED AND LANDLORD APPROVED CONTRACTOR. SHOP DRAWINGS MUST BE •! . SUBMITTED TO LANDLORDFOR REVIEW AND APPROVAL. /YNE 2. ELECTRONIC CASH REGISTERS OUTLETS SHALL BE "HUBBELL-#IG-5362", OR APPROVED EQUAL. / 3 3. OUTLETS, PHONE AND DATA JACKS SHALL BE MOUNTED TO CASEWORK. SYSTEM IS REQUIRED BY TENANT. 4OF O\'v' 4. ROUTE ALL CONDUIT/WIRING WITHIN CASEWORK. COORDINATE W/CASEWORK MANUFACTURER. FIXTURE PLAN GENERAL NOTES 1. FIXTURE TRACKS, ANCHORS AND RAILS AND OTHER STOCK ROOM FIXTURE COMPONENTS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. . 2. TENANT GENERAL CONTRACTOR TO UTILIZE SEISMIC DETAILS WHERE REQUIRED PER LOCAL CODE. STOCK ROOM FIXTURE VENDOR TO PROVIDE SHOP DRAWINGS AND CALCULATIONS FOR ALL FIXTURES EXCEEDING 8'-0"A.F.F. UPON REQUEST. TRICARICO® T 3. ALL INTERIOR FINISHES AND FIXTURES TO BE CLASS C/CLASS III (200 MIN. SURFACE FLAME SPREAD RATING AND SMOKE DEVELOPED RATING OF 400 MIN.) OR BETTER. Tricarico Architecture and Design PC 502 Valley Road Wayne, NJ 07470 18'-3" 4. ALL BLOCKING SHALL BE F.R.T.W. AND/OR NON-COMBUSTIBLE MATERIAL AS REQUIRED BY CODE, TYPICAL. T(973) 692-0222 F (973) 692-0223 COORDINATE WITH LOCAL CODES AND REQUIREMENTS. ADJACENT TENANT wwW.tricarico.com 5. SALES FLOOR TO MAINTAIN EGRESS AISLES AS SHOWN. 6&x1S' q'HIGH i — \ GH1x42. 6. STOCKROOM SHELVING VENDOR TO CONFIRM WITH LOCAL JURISDICTION THE ALLOWABLE SHELVING [10 ( a ...9. TYPE AND ANCHOR REQUIREMENTS PRIOR TO BID/FABRICATION. 104 I EXISTING TOILET ROOM I AISLEslF _ 0 7. FIRE EXTINGUISHER PROVIDED & INSTALLED BY GC, COORDINATE EXACT LOCATION WITH FIRE MARSHAL, /1/ q HIGH TYP,, MANUF.: POTTER ROEMER. MODEL: #3010 10 LBS ABC DRY-CHEMICAL. UL RATING 4A:60B:C, 2"x42- SIZE: 5" DIA. x 20" H. OR APPROVED EQUAL. 103 I EXISTING STOCK ROOM I = I g.144604 �� 8. FIXTURE QUANTITY SHOWN IN FIXTURE LEGEND ARE FOR REFERENCE ONLY. G.C.TO VERIFY FINAL 2-x42- QUANTITY WITH FIXTURE VENDOR. �q 59'-1" 2'-6" k� IHIGH r~ 9. TENANT FIXTURE INSTALLER SHALL VERIFY THE FOLLOWING DIMENSIONS AND REPORT ANY ® 'HIGH 1 SALES DISCREPANCIES TO TENANT CONSTRUCTION MANAGER: LOCKERS i" � 2 3 a •• OVERALL SALES FLOOR WIDTH & FLOOR DEPTH 9.H H � ,GH - •• COLUMN LOCATION TO CENTERLINE & ENCLOSURE SIZE 42-x42_ ADJACENT TENANT CO8 •• STOREFRONT ENTRY LOCATION AND BULKHEAD HEIGHT. izi •• CEILING HEIGHT 0 I 1 3636 E i 10'HIGH 2"N o � ' -a1 I MILLWORK NOTES DATE ISSUED O 36x36 36x36 _i D I \ LIC) 10'HIGH_ 1Q HIGH _ I - - - p n n ' 102 I NEW STOCK ROOM I ISI - - 8ED -L- 7-17 — I�l I I1. ALL MILLWORK BY MWC. REFER TO MWC SHOP DRAWINGS FOR ADDITIONAL INFORMATION. 10/12/2018 90%CLIENT REVIEW • = 4 — = = — — 4- - - - — = LF-'� 2. ALL DIMENSIONS & EXISTING CONDITIONS TO BE V.I.F. PRIOR TO FABRICATION AND INSTALLATION. 11/01/2018 LL & CLIENT REVIEW I ��� _ LF12O _ ` = JI _ — _ _ — JI - - - - = = = 11/14/2018 LL&CLIENT REVIEW 36xG 36x36 = I� — O – — — �li� , — ��� 3. GC TO COORDINATE WITH MWC AND STOREFRONT VENDOR FOR ALL STOREFRONT FIXTURE AND CABINETS 10'HIGH 10'HIGH , - - — - / _ — 4 — *�� INSTALLATION , FRAMING AND SUPPORT. ft 7 K-PI AK-Y FD-T 11 �AFA I ( III 8" RACK / I EQ-G i I II y y 1©H I ISI (//. . ��J _ I _ - -J�- - - - J I 4. GC TO PROVIDE ALL ADEQUATE & REQUIRED BLOCKING AND SUPPORT. 1 - 0 I MALL N - /.> CONCOURSE / // // E _a / - ct4=� 0o LF-7 LF-6 F-9 /717- �� —Tr O�- I LF-2 LF-8 171 / // // /O_ LF-12 1 0 o LF-51 OO 1. PF-3 .111. PF-3 .11 FF-2 III FF-2 ll I PF-4 I PF-1 11 PF-1 1 PF-1 1 [❑ 'I ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS /1BY THE CLIENT,AGENTS OF THE CLIENT OR OTHER PARTIES SERVICE CORRIDOR I WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN CORRIDOR PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND,INDEMNIFY AND E • HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, ADJACENT TENANT C06 INJURIES,DAMAGES,LOSSES,EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. N i°'°'j I"f'fll° ) S THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO WSCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR 79' 10" HIS REPRESENTATIVE REGARDING MEASUREMENTS,IF SUCH 11 FIXTURE FLOOR PLAN MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. SCALE: 1/8"= 1'-0" FLOOR FIXTURE SCHEDULE SYMBOL FIXTURE DESCRIPTION QUANTITY SYMBOL FIXTURE DESCRIPTION QUANTITY PROJECT: CODE CODE 0 LF-1 SMALL CONSULTATION DESK 0 R-6 WHITE CYLINDER 1 Casper LOCATION: JO LF-2 LARGE CONSULTATION DESK (PILLOW TABLE) 1 LUO-1 R 7 LADDER DISPLAY 1 WASHINGTON SQUARE 9685 S.W. WASHINGTON SQ. RD. LF-3 CONSULTATION COUNTER 1 R 8 PILLOW WEDGE 1 SUITE C07 PORTLAND, OR 97223 3/4n 1%2' 14 GA.TRIM-LINE POST LF-4 NESTING TABLE AT CONSULTATION COUNTER 0 PF-1 RETAIL WALL 3 DESIGNER: GASPER NOTE: DETAIL FOR I DRAWN BY: DA/SH REFERENCE ONLY, — l 3-314"x 2-1J2"x 1-1/2"x 11 GA. I LF 5 GASPER BOX 1 I I I PF 2 BEDDING SHOP 2 CHECKED BY: JMV/DA SEE VENDOR SHOP FOOT PLATE DATE: 11/01/2018 DRAWINGS FOR MORE INFORMATION —J PROJECT NO: 180292 _ 5116"DIAMETER X 1-1/2"LONG AISLE SIDE o GRADE 5 BOLT C1W NYLON 5/16"DIA X 3-114"T-BOLTS ORIENTATION OF FOOT PLATE LF 6 TALL WOOD SQUARE 1 /f/� PF 3 BEDDING SHOP + BUNKER 2 THESE DRAWINGS WERE LOCK NUT TO PREVENT"TRIP HAZARD" COMPLETED UNDER THE DIRECT NJT - y SUPERVISION OF, ` NICHOLAS J. TRICARICO X318" DIAMATER X 3-3/4" HILTI LF-7 SHORT WOOD SEQUARE 1 PF-4 BACK WRAP (8'-0") TO FINING, REFER U KWIK BOLT TZ CONCRETE I ARCHITECT TO FINISH PLANIii WEDGE ANCHOR AS PER �, ARCHITECT ESR-1917 LF 8 TALL WHITE SQUARE 1t 1 AK-Y KING TRIAL ROOM (YELLOW) 1 TRICARICO ARCHITECTURE r /I/I/y%/D%/y AI V /���////O//%//O%%%%//r, [1. NOTE: AND DESIGN PC 7 d 01. DETAIL FOR REFERENCE ONLY, REFER L DRAWING NAME: cd p TO VENDOR SHOP DRAWINGS FOR LF-9 TALL BLUE WEDGE 1 FD-T FULL DISPLAY TRIAL ROOM - LEFT 0 w o o MORE INFORMATION FIXTURE PLAN o� - � 32. FOR SINGLE UNITS, INSTALL FOOT �, D PLATE ON ALL POSTS. 1 J FD-T FULL DISPLAY TRIAL ROOM - RIGHT 1 & FIXTURE SCHEDULE 1> 3. FOR BACK TO BACK UNITS, INSTALL LF-10 SHORT BLUE WEDGE d FOOT PLATE ON PERIMETER POSTS 70 0 ONLY. DRAWING NO: LF-1 1 BLUE TRIANGLE0 EQ-B ELEVATED QUEEN TRIAL ROOM (BLUE) FRONT FACING STAIR 1 1 . Al 04- CONCRETE FLOOR 650 LF-1 2 SEATING AREAS 2 N,d EQ-G ELEVATED QUEEN TRIAL ROOM (GRAY) 1 R-1 BLUE TRIANGLE RISER 1 I KING TRIAL ROOM (PINK) 1 K-Fl eNtS,D a — — FIRE EXTINGUISHER PER LOCAL CODE. ~ N ;//Ico 7 R 2/3/4 RECTANGLE (WHITE, WOOD, PINK) 1 EACH FE �;� F E SEE NOTES FOR GENERAL INFORMATION. 2 Lz / 08 ,._2) STOCK SHELF FLOOR ATTACHMENT ��� STOCK SHELF WALL ATTACHMENT STOCK SHELF WALL ATTACHMENT j GC TO COORDINATE WITH FIRE OFFICIAL. • AYNE SCALE: N.T.S. o SCALE: N.T.S. 40 SCALE: N.T,S, A, i �c R-5 WOOD CYLINDER 1 i' OF(��� 0 TR-5 1 0I . L; ' u 3I-07 .11_0 P Li.' I- 1 CP-1 - o TR-5 -TYP --\ II d0 N TRI CARI C 4 c-, w TR 5� 1 Tricarico Architecture and Design PC 1 18 3 b Z ' T-3 502 Valley Road Wayne, NJ 07470 • -- T (973) 692-0222 F (973) 692-0223 T-' 1 TR-5 ADJACENT TENANT www.tricarico.com EXTG • PT-2 104 I EXISTINGTOILETROOM I IEXTGEXTGI ENLARGED PLAN - ENTRY ACCENT FLOORING - \./r-R� (i)--- ) SCALE: 114"= 1'-0" 1 103 I EXISTING STOCK ROOM FINISH PLAN GENERAL NOTES 1. EXAMINE ALL SURFACES TO BE PAINTED UNDER THIS CONTRACT AND SEE THAT THE WORK OF OTHER 59'-1" !2" 6'� TRADES HAVE BEEN LEFT OR INSTALLED IN A SATISFACTORY CONDITION TO RECEIVED PAINT OR ZEE SPECIFIED FINISH. PT-1 IVCT-1 WB-21 1101 SALES I 2. PAINTER SHALL BE RESPONSIBLE FOR THE REMOVABLE OF HARDWARE, SWITCH, AND OUTLETS COVERS., 2 3 4 ETC, AND RE-INSTALLATION OF SAME AFTER PAINTING. ADJACENT TENANT C08 TR 3-/ 3. PAINTING APPLICATION SCHEDULE: (1) COAT PRIMER, (2) COATS EGGSHELL IN SALES, SEMI-GLOSS IN oSTOCK, GYPSUM BOARD CEILING AND FASCIA FLAT FINISH. ALL HOLLOW METAL DOORS AND FRAMES TO BE F �►}� 0 PAINTED SEMI-GLOSS, APPLICATION TO MEET MANUFACTURERS RECOMMENDATION. �`N 0 - g 0 4. AT COMPLETION OF PAINTING, ALL PAINT MATERIALS AND EQUIPMENT SHALL BE REMOVED. ALL PAINT DATE ISSUED �!"' / - 11 I I r-- - --_-iI I� -, ---` `- {I ry - SPOTS REMOVED AND ALL AREAS THOROUGHLY CLEANED. ANY DIRT OR DEBRIS CAUSED BY WORK SHALL10/12/2018 90% CLIENT REVIEW 102 I NEW STOCK ROOM ://4// I-r ~ f PT-21 I I I PT-2 I I R 4 I - ._I I I I I I BE CLEANED UP A5 WORK PROGRESSES. 11/01/2018 LL&CLIENT REVIEW • I. I I 5. RE TOUCH OR RE FINISH SURFACES DAMAGED BY SUBSEQUENT WORK AS DIRECTED BY GENERAL ZEEII � 11 I CONTRACTOR. THE COST OF SUCH RESTORATION WORK SHALL BE BORNE BY CONTRACTOR. 11/14/2018 LL&CLIENT REVIEW PT-1 II \ / I I _ � 0 ►vcT 1 WB 2I // _ I� 1I \ I� ;: II I I TR 4•I 11„(�� / I - ` -�JJ L� - - =JJ 6. WIPE CLEAN ALL SURFACES WITH DAMP CLOTH. A1 gh ., -1-7------------- - -� - J L L -. _ _ ' 1 `' A 1 =.105 v 7. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROPER PROTECTION AGAINST DAMAGE TO EXISTING _�, TR 2 �TR 4 ��4 ) 1fR-4I C4> - T- , MALL N FURNITURE, ADJACENT FINISHED WORK, FLOORING, ETC. IF APPLICABLE. I �_((, PT-2 1 l PT-1 I FYI I O CONCOURSE • 1! PT 1 I I 8. REFER TO DETAILS SHEETS FOR APPLICABLE FLOOR TRANSITION DETAILS. _ T-1 WB-1 I I ". I 9. THE FLOORING SUB SHALL HAVE A MIN. OF 5 YEARS EXPERIENCE WORKING WITH SPECIFIED PRODUCT. J ;41- \ I/ ( 6/ f�3)6 ) \ 6 Iii © 10. THE G.C. SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL FINISHES IN THE STORE, WALLS, FLOOR ' _ - 'R 4 TY, AND CEILING PRIOR TO TURNOVER. G.C. SHALL TOUCH-UP ALL CORNER BEADS, WALLS, CEILING AND �P 1-J FLOORING AS REQUIRED PRIOR TO TURNOVER AND ANY DAMAGE CAUSED BY OTHER TRADES INCLUDING MILLWORKER. I ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS SERVICE /i11. GENERAL CONTRACTOR SHALL CAULK BETWEEN MILLWORK AND GYPSUM BOARD WALLS IF REQUIRED TO BY THE CLIENT,AGENTS OF THE CLIENT OR OTHER PARTIES CORRIDOR WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN CORRIDOR 11 - CREATE A SMOOTH FINISH. PROFESSIONAL SHALL BEAT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND,INDEMNIFY AND E 12. SEE DRAWINGS G002 FOR ADDITIONAL NOTES &SPECIFICATIONS. HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, /-\ ADJACENT TENANT C06 INJURIES,DAMAGES,LOSSES,EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. 1 s 13. ALL FINAL APPROVAL OF FINISHES SHALL BE DETERMINED BY CLIENT. CONTRACTORS SHALL NOTIFY N I� CLIENT'S REPRESENTATIVE OF ANY DISCREPANCIES. G.C. SHALL PROVIDE SAMPLES OF ALL FINISHES FOR THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS APPROVAL PRIOR TO INSTALLATION. WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO w 79'-10" SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR G.C. SHALL BE RESPONSIBLE FOR ANY UNACCEPTABLE FLOOR FINISH WORK CAUSED BY POOR SUB-FLOOR HIS REPRESENTATIVE REGARDING MEASUREMENTS,IF SUCH CONDITIONS. PREPARE SUBFLOOR AT EVERY AREA TO RECEIVE A NEW FINISH ACCORDING TO MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY PAINT NOTES: MANUFACTURERS RECOMMENDATION. OR SCALE CORRECTLY TO THE INDICATED SIZE. FINISH FLOOR PLAN 1. ALL WALLS INDICATED TO BE PAINTED SHALL BE EGGSHELL IN FINISH ell2. ALL CEILING INDICATED TO BE PAINTED SHALL BE FLAT IN FINISH 14. G.G. SHALL REMOVE FROM THE PREMISES ALL WASTE MATERIALS, RUBBISH, WRAPPINGS, ETC. AS SCALE: 1/8"= 1'-0" 3. ALL TRIM INDICATED TO BE PAINTED SHALL BE SEMI GLOSS IN FINISH GENERATED BY THE FINISH MATERIALS. 15. ALL FINISHES TO BE PURCHASED AT ONE TIME TO ENSURE UNIFORMITY OF COLOR. FINISH LEGEND NOTES LOCATION TRANSITION DETAILS 16. ALL RUBBER BASE TO BE 4" HIGH. ALL BASE SHOULD BE CONTINUOUS ROLLED TYPE. MIN. LENGTH 4'-0". PROJECT: 17. PROVIDE 10%ATTIC STOCK FOR ALL VCT& VINYL BASE. MANU: COCO-MAT SUPPLIED AND INSTALLED SALES FLOOR- ENTRY ACCENT Casper CP-1 I COLOR: GREEN BY GC. PROVIDE SCHLUTER FLOORING 18. REFER TO ELEVATIONS ON DRAWING A200 FOR FURTHER CLARIFICATION ON FINISHES. SIZE: 48"x±6'-8"' (VERIFY IN FIELD) STRIP BORDER BY GC. STOCK Roots DOOR 19. G.G. TO CLEAN STONE FLOOR AFTER GROUTING WITH PH7 NEUTRALIZER, MECHANICALLY AND MANUALLY. SUPPLIED BY CASPER AND 1/4"THICK TERRAZZO FLOOR 114"STAINLESS STEEL STRIP FURNISHED BY OWNER, (SCHLUTER SCHIENE)SUPPLIED -114"THICK TERRAZZO 22. ALL WET AREAS TO BE WATERPROOFED WITH A 30MIL. POLYETHYLENE CLEAVAGE MEMBRANE EXTENDED LOCATION: MANU: TRIAL ROOM CARPET TILE INSTALLED BY GC. PROVIDE SALES FLOOR ENTRY INSTALLED BY G.C. AND INSTALLED BY G.C. 112"SCHLUTER 125 B65- FLOOR FURNISHED BY 6" UP WALLS. PRIOR TO APPLYING FINISHED FLOORING, THE G.C. SHALL DEMONSTRATE WATER TIGHT CP 2 FLETCO COM-500 COLOR: GREY . SIZE: SEE PLAN SCHLUTER STRIP BORDER TO BE ALIGNED FLUSH TYP. 1 /8"VCT FLOORING OWNER, INSTALLED BY G.C. INTEGRITY OF THE MEMBRANE TO LANDLORD AS PER LANDLORD'S REQUIREMENTS. BY GC. • G.C.TOP PROTEEXISTING MALL CT FURNISHED AND TO BE ALIGNED FLUSH TYP. WASHINGTON SQUARE DURING CONSTRUCTION INSTALLED BY G.C. 23, ALL INTERIOR FINISHES HAVE FLAME SPREAD AND SMOKE DEVELOPMENT RATINGS PER 10.2 NFPA 101 LIFE MANU: NURAZZO il iI COLOR: CUSTOM COLOR#DC650 SUPPLIED BY OWNER SALES AREA I SAFETY CODE 9685 WASHINGTON SQ. RD. T-1 SIZE: 24" x 24" x Y4", GROUT:Y8"GROUT LINE (LATICRETE 88 SILVER SHADOW) INSTALLED BY GC = - �� 24. NO SUBSTITUTIONS ALLOWED FOR ANY FINISHES. SUITE CO7 • PORTLAND, OR 97223 ' . . = --K FINISH PLAN NOTES EOLOII: OU a : a- . ; E SUPPLIED B`(OWNER, RESTROOMI T L OIZE: 1E" rc 1C" ala", Cf DUT:Ye"GROUT LINE(LATICRETE 06 GILVCR SI IADOW} INSTALLED D BY CC STOCK AREA NOTES: DESIGNER: CASPER DETAIL - TILE TO MALL TILE DETAIL - VCT TO TILE 1• G.C.TO V.I.F. CONDITIONS OF EXISTING FLOOR FINISH AT TENANT STOCK AREA AND PREPARE AREA FOR NEW DRAWN BY: DA/SH TR-1 APPLICATION PER MANUFACTURER'S STANDARDS. SCALE: 6" = 1'-0" L SCALE: 6"= 1'-0" 2. G.C.TO LEVEL FLOOR AS REQUIRED AT ALL STOCK SHELVING LOCATIONS. CHECKED BY: JMV/DA TRINITY TILE - ESCA- SUPPLIED BY OWNER ENTRY TILE FLAME SPREAD AND SMOKE DEVELOP RATING: T-3 COLOR: BLUE (MATTE) - SIZE: 24" x 24", GROUT:Y8"- STARLIKE ZAFFIRO C.260 INSTALLED BY G.C. DATE: 11/01/2018 1, ALL INTERIOR FINISHES AND FIXTURES TO BE CLASS C (200 MAX. SURFACE FLAME SPREAD RATING AND SMOKE PROJECT NO: 180292 DEVELOP RATING 400 MAX.) OR BETTER. RE DISPLAY ROOM VINYL SHEET- ROSE BRAND- DOLCE-COLOR: GREY FLOD0020 SUPPLIED AND INSTALLED 2. ALL WOOD SHALL BE FRTW PER ASTM E-84,TYPICAL, AS REQUIRED. THESEOMPE ED DRAWINGS R THE COMPLETED UNDER THE DIRECT NJT VN 1 SALES AREA INTERIOR OF CARPET OR VINYL 3. COORDINATE WITH LOCAL CODES AND REQUIREMENTS. SUPERVISION OF: FLAT FINISH. SIZE: SEE PLAN BY GC DOOR r G.C.TO PROVIDE AND INSTALL WOOD THRESHOLD TRIAL HOUSE OVERLAY INSIDE TRIAL RUBBER REDUCER STRIP TYP. HOUSE MILLWORK NOTE: NICHOLAS J. TRICARICO BY OWNER 1• REFER TO INTERIOR ELEVATION SHEETS FOR SALES AND STOCK FINISH MILLWORK DETAILS AND VENDOR MANU: JOHNSONITE SUPPLIED AND INSTALLED EXISTING MALL BOH FLOORING 1 !4" FLOORING SCHEDULED SHOP DRAWINGS FOR ADDITIONAL INFORMATION. ARCHITECT VCT-1 COLOR: AZROCK#V-207 (SILVER MIST) BOH RESTROOM CORRIDOR FLOORING- THICK VCT JOHNSONITE BY GC FLOORING FURNISHED FLOORING NOTES: SIZE: 12" x 12" xYe° AND INSTALLED BY G.C. \ , \' 1. G.C. TO VERIFY EXISTING SLAB CONDITIONS PRIOR TO FINISHING WORK. TRICARICO ARCHITECTURE - .7- 12. G.C. TO REMOVE EXISTING FLOOR FINISHES AND PREPARE SURFACE FOR NEW FLOORING. FRP-1 REINFORCED FIBER PANEL SUPPLIED AND INSTALLED MOP SINKit COLOR: WHITE Il 3. G.G. TO FAMILIARIZE THEMSELVES WITH ALL FINISHES TO BE INSTALLED AND ENSURE PROPER SURFACE AND DESIGN PC BY GC OCCURS PRIOR TO INSTALLATION OF NEW MATERIALS, IN ACCORDANCE WITH MANUFACTURER'S • 5�2 RECOMMENDATIONS (I.E. FLOOR LEVELING COMPOUNDS,WATERPROOF MEMBRANE MATERIALS, PRIMERS, DRAWING NAME: ADHESIVES, ETC.) PT-1 MANUFACTURER: BENJAMIN MOORE#OC-152 SUPPLIED AND INSTALLED SALES AREA, BOH COLOR: SUPER WHITE BY GC CASHWRAP AREA NOTES: FINISH PLAN 1. G.C. TO VERIFY FLOOR AREA AT CASHWRAP LOCATION DOES NOT SLOPE MORE THAN 1/8' RISE IN 10'-0" RUN. MANUFACTURER: BENJAMIN MOORE#813 SUPPLIED AND INSTALLED DETAIL - MALL FLOOR TO VCT I DETAIL - SALES TO TRIAL ROOM NOTIFY TENANT AND FIXTURE MANUFACTURER IF ACTUAL FLOOR CONDITIONS EXCEED ALLOWABLE SLOPE. PT-2 RESTROOM TR-3 TR-4 2. G.C.TO LEVEL FLOOR WITH ARDEX, OR APPROVED EQUAL, AS REQUIRED. & FINISH SCHEDULE COLOR: SWEET BLUETTE BY GC SCALE: 6" = 1-0" SCALE: 6" = 1'-0" © DTL# XX CEILING DRAWING NO: • z- ... SUPPLIED AND INSTALLED .-_- -#SHT# WALL XX TR ÷ f T 0 COLOR: BLUE BY GC STOCK ROOM DOOR SEE DETAIL FLOOR-� XX XX BASE FLOOR TRANSITION 1/4"STAINLESS STEEL STRIPA105 MANUFACTURER: SUPPLIED AND INSTALLED (SCHLUTER SCHIENE)SUPPLIEDN FINISH PLAN KEY NOTES AND INSTALLED BY G.C. 1/4"THICK TERRAZZO WB-1 COLOR: WHITE BY G.C. PROVIDE SALES AREA FLOOR FURNISHED BY 1/2" SCHLUTER 125 B65 -EXISTING TOILET ROOM SIZE: 4" HIGH x 1/2"WOOD BASE - PAINTED PT-1 SEMI-GLOSS RECTANGULAR FLAT TOP OWNER, INSTALLED BY G.C. FLOORING. COCOMAT TO BE ALIGNED FLUSH TYP. -1 /8"VCT FLOORING LEASE LINE FURNISHED AND INSTALLED BY G.C. n EXISTING MALL TILE TO REMAIN. G.C. TO PROTECT AS REQ'D DURING CONSTRUCTION, V.I.F. MANUF: JOHNSONITE SUPPLIED AND INSTALLED it Y WB-2 SCOLOR:4" HIGH BASE WITH TOE BY GO BOH I / ` ��� NEW FLOOR TILE WITH 1/8"GROUT JOINTS THROUGHOUT SALES AREA. REFER TO MANUFACTURER'S 7 SPECIFICATIONS FOR INSTALLATION DETAILS. # D j C 4 LINE OF FLOORING IN TRIAL ROOMS INDICATING EXTENT OF CARPET TILE FINISH,TYP. SEE TRANSITION ,.� N ›, ' ''r G.C. TO REPLACE DAMAGED BOH I TR-4 UACT-1 EXISTING ACT, CEILING TO REMAIN. TILE AS REQ'D /� G.C. TO PROVIDE NEW TILE UP TO TENANT LEASELINE. G.C.TO ENSURE SLOPE DOES NOT EXCEED (1:12) // ICO I •DETAIL - TILE TO ACCENT CARPET I DETAIL - VCTTO TILE ( PROVIDE FLUSH MOUNTED FLOOR JUNCTION BOX, DATA OUTLET,AND COVER PLATE, LEVEL WITH FINISHEDNE , SUPPLIED AND INSTALLED TR-5 TR-6 \6 FLOOR. REFER TO ELECTRICAL SHEET FOR SPECIFICATIONS. COORDINATE IN FIELD AS REQUIRED. ACT-2 MANU: ARMSTRONG OR APPROVED EQUAL BY G.C. EXTEND EX'G GRID PER PLAN SCALE: 6" = V-0" I SCALE: 6"= 1'-0" NEW 2x4 A.C.T. CEILING G.C.TO PROVIDE AND INSTALL A STRIPED EGRESS PATH ON THE STOCK ROOM FLOORING WHICH LEADS SIV OF®R� AS REQ'D FROM THE SALES/STOCK DOOR TO THE REAR EGRESS DOOR. 4 GENERAL NOTES 1. ALL BLOCKING SHALL BE F.R.T.W AND/OR NON-COMBUSTIBLE MATERIAL AS REQUIRED BY CODE. 2. ALL PLYWOOD SHEATHING AND/OR BACKING SHALL BE F.R.T.W, AS l� If REQUIREDBYCODE. TRICARICO® B.O. NEW GYP. BD. CLG T _ BD. EIB.O. LINGYP. _ _ _ _ T __. � 3. SIGNAGE SHOWN FOR REFERENCE ONLY. ALL FINAL SIGN SHOP DRAWINGS "+ 13'-6"AFF. + 13'-6"AFF. TO BE SUBMITTED UNDER SEPARATE SUBMITTAL AND PERMIT. Tricarico Architecture and Design PC PT-1 PT-2 PT-2 502 Valley Road Wayne,NJ 07470 �B.O. NEW GYP SOFFIT 4. ATTACHMENT TO LANDLORD BULKHEAD IS NOT PERMITTED. ALL SUPPORT + 11'-10"AFF. \ T (973) 692-0222 F (973) 692-0223 SHALL BE TO BUILDING STRUCTURE. www.tricarico.com PT 1 �_ /// — /// — — — /// ' PT 1 SU UNOBSTRUCTED ACCESS EXISTS TO THE REAR OF ANY I "' POWDER COATED METAL 5. G.C. TO ENSURE T.O. ENTRY DOORS _ _ I ACCESS PANEL CUSTOM SIGNAGE WIRING AND TRANSFORMERS FOR INSTALLATION AND + 9'-0"AFF. 1- COLOR PANTONE MAINTENANCE PURPOSES. BLUE 280 C �� - =_—_—_L =_•7= � I / �, / 6. ANY ACCESS PANEL REQUIRED ARE TO BE MINIMUM 24" x 24". I �� ��I STOREFRONT SYSTEM.I ( 7. G.C. TO COORDINATE & INSTALL DISPLAY HOUSE OBJECTS. REFER TO ` SEE SECTIONS FOR /� w I\ I I / DISPLAY HOUSE TYPICAL OBJECT INSTALLATION DETAILS ON OBJECT ( /4 I / , I / ADDITIONAL INFORMATION II -� C MOUNTING SHEET / I I / b3/ , •-. = ! �I� // Z'''..."'" I I I - - -_ /ri- 4 WB-11----- \B"1 -- 1 T.O, FINISH FLOOR - - I I , _ I T.O. FINISH FLOOR T t —\.. : : : 1 i. : 1 + 0'-0"AFF. \ FULL DISPLAY ) SEE SHEET A301 Jf 11 + O'-0"AFF. QUEEN TRIAL ROOM QUEEN TRIAL ROOM TRIAL ROOM (BLUE-ELEVATED) (GREY-ELEVATED) DATE ISSUED 10/12/2018 90%CLIENT REVIEW 1 11/01/2018 LL&CLIENT REVIEW 11/14/2018 LL& CLIENT REVIEW 1INTERIOR ELEVATION INTERIOR ELEVATION SCALE: 114° = 1'-0" / SCALE: 1/4" = 1'-0" / // / / / / / ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS // BY THE CLIENT,AGENTS OF THE CLIENT OR OTHER PARTIES / WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN / / _ PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. / FURTHERMORE THE CLIENT AGREES TO DEFEND,INDEMNIFY AND / HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, F.R.T.W. BLOCKING BEHIND DRYWALL AT F.R.T.W. BLOCKING BEHIND DRYWALL AT INJURIES,DAMAGES,LOSSES,EXPENSES AND ATTORNEY'S FEES � BEDDING SHOP WALL AND RETAIL WALL BEDDING SHOP WALL AND RETAIL WALL ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. / / LOCATIONS (TYP.)COORDINATE WITH SHOP LOCATIONS (TYP.) COORDINATE WITH SHOP THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS / DRAWINGS FOR MORE INFORMATION. DRAWINGS FOR MORE INFORMATION. WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO / B.O. NEW GYP. CLG //////,/ / I SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS,IF SUCH + 13'-6"AFF. / MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY / / / OR SCALE CORRECTLY TO THE INDICATED SIZE. / / B.O. NEW SOFFIT /��// , /-//././// ; I' + 11'-10"AFF. GYP. BOARD / SOFFIT ABOVE LIGHT TRACK PT-1 PT 1 �.. PT-1 PT-1SURFACE MOUNTED --- --- --- - -•- ..� .-- - y- --..--. 4i:i:ii:z:i:i�� ,... �.. ,... �., ,.� ... �. �. PROJECT: TO GYP. BD. CEILING. 1 SEE REFLECTED • CI J 1 CEILING PLAN FOR oCasper MORE INFORMATION. L _ _9 �r J STOREFRONT `= : LOGO SIGN SYSTEM. SEE SECTIONS FOR aoCD ADDITIONAL �()� II 111_1 I `° ,•• LOCATION: INFORMATION /- I I WB-1 d... WB-1 WASHINGTON SQUARE T.O. FINISH FLOOR , 1 I ` I .• _ - u 9685 S.W. WASHINGTON SQ. RD. _Ain J+ 0'-0"AFF. PF-1 PF-1 PF-1 LF-3 PF-2 PF-2 PF-3 PF-3 QUEEN TRIAL ROOM SUITE CO7 RETAIL WALL DISPLAY FIXTURE CONSULTATION PF 4 BEYOND BEDDING SHOP WALL +1-7'-11 1/2" COUNTER ( (BLUE ELEVATED} PORTLAND, OR 97223 3 INTERIOR ELEVATION DESIGNER: GASPER J SCALE: 114"= 1'-0" DRAWN BY: DA/SH CHECKED BY: JMV/DA DATE: 11/01/2018 n/� PROJECT NO: 180292 V j / THESE DRAWINGS WERE / COMPLETED UNDER THE DIRECT NJT / SUPERVISION OF: / NICHOLAS J. TRICARICO y ARCHITECT , / TRICARICO ARCHITECTURE , AND DESIGN PC B.O. NEW r - - 1 7 wiii„i B.O. NEW GYP. CEILING I DRAWING NAME: GYP. CEILING/ / / + 13'-6"AFF. + 13'-6"AFF. i /////// I / B.O. NEW SOFFIT INTERIOR ELEVATIONS ` \ GYP. BOARD SOFFIT ABOVE PT-2 PT-2I PT-2 LIGHT TRACK SURFACE DRAWING NO: MOUNTED TO GYP. BD. �T CEILING. SEE REFLECTED N CEILING PLAN FOR MORE A201 INFORMATION. VISION PANEL \ , / PT-1 I I I I , STOREFRONT SYSTEM. DOOR TO I I -- I_I SEE SECTIONS FOR STOCK AREA N / \ ADDITIONAL INFORMATION _��,_ f / WB-1 �_ 11 WB-1 IWs-1 WB-1 D 4 • I � i _ I 1 \ I �;� T.O. FINISH FLOOR ��' FINISH FLOOR �r� / 11 + 0'-0"AFF. QUEEN TRIAL ROOM • KING TRIAL ADA KING TRIAL \ FULL DISPLAY + 0'-0"AFF. �'ti� N ,a J. (GREY ELEVATED) ROOM (PINK) / ROOM (YELLOW) / TRIAL ROOM W ,70SICO INTERIOR ELEVATION ,k OF OR�� SCALE: 114"= 1'-0" 7'-0+" / 1' I 7 =r (EXISTING) B.O. EXISTING A.C.T. r REINFORCED FIBER ` 0 a'a°AFF,TING A.C.T. a'a"AFF B.O. TING A.C.T. 8'-0"AFF, AT WALLS WITH WHITE PANEL UP TO 48"AFF D — EXISTING I EXISTING PT2 1 PLASTIC "J" HOLD AT TRICARICO® I ( PT-2 TOP EDGE. Tricarico Architecture and Design PC REINFORCED FIBER PT 2 I REINFORCED FIBER g ��Cil \ © COLOR: WHITE NON ABSORBENT, 100% 502 Valley Road Wayne, / ID PANEL UP TO 48"AFF PANEL UP TO 48"AFF NJ 07470 / \ AT WALLS WITH WHITE AT WALLS WITH WHITE WATERPROOF, HARD, T(973) 692-0222 F (973) 692-0223 PLASTIC "J" HOLD AT PLASTIC "J" HOLD AT EQ. EQ. G.C. TO SMOOTH SURFACE AS www.tricarico.com / t. 2 o TOP EDGE. 3�„ PROVIDE NEW TOP EDGE. A4 HATCH INDICATES COLOR: WHITE VERTICAL COLOR: WHITE ' 4110 ., 5a 3 `} m NON ABSORBENT, 100% GRAB BAR NON ABSORBENT, 100% \ *� 0 WATERPROOF, HARD, -\ WATERPROOF, HARD, ` 4 1 SMOOTH SURFACE AS SMOOTH SURFACE AS \ / HATCH INDICATES0 HATCH INDICATES 0r _ 0 1 N 7 3 \ I 0 3-6 I o GC TO o \ ' INSULATE �� \ a) 1 v f INSULATEPIPE -,, 0 }1 F1 I r, ... z..„ • 1 -..____I ' T.O. FINISH FLOOR F4 \ T.O. FINISH FLOOR T,O, FINISH FLOOR\ * 0'-0"AFF. \ `. `` 0'-0"AFF. \ 1` �- 0'-0"AFF. 0 i• DATE ISSUED k 2-2' 10/12/2018 90%CLIENT REVIEW (-1 ) ENLARGED B.O.H. TOILET ROOM PLAN 1 B.O.H. TOILET ROOM ELEVATION 3 B.O.H. TOILET ROOM ELEVATION 7- B.O.H. TOILET ROOM ELEVATION 11/01/2018 LL & CLIENT REVIEW 1 11/14/2018 LL &CLIENT REVIEW SCALE: 1/2" = V-0" ) SCALE: 1/2" = 1'-0" SCALE: 112" = 1.-0" �/ SCALE: 112" - 1'-0" FIXTURES SCHEDULE A. B.O.ACT \ DESCRIPTION MANUFAC MODEL NO. FINISH mry 11'-11"AFF. -TURER I F1 FLOOR MOUNTED TOILET EXISTING EXISTING TO REMAIN WHITE G.C.TO EXTEND WALL - COMPLIANT AS REQUIRED FOR NEW © PT-1 LAVATORY SINK MANAGER'S DESK. o, A203 - z �, F2 ADA COMPLIANT EXISTING EXISTING TO REMAIN WHITE FINISH ALL EXPOSED zn EQ." EQ. ± SIDES TO MATCH +I ./ / LAVATORY FAUCET- 0 EXISTING EXISTING TO REMAIN EXISTING ADJACENT FINISH,TYP. \k 1`-10" 2'-0" q V-10" / ADA COMPLIANT ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS / ji, ', ,� BY THE CLIENT.AGENTS OF THE CLIENT OR OTHER PARTIES B.O. EXISTING A.C.T. FE 3' 10" 4' 7" 4" MOLDED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN J �� }, �, / F4 MOP BASIN SINK -STONE MSB-2424 WHITE PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. 8'-0"AFF. J FURTHERMORE THE CLIENT AGREES TO DEFEND,INDEMNIFY AND . - I il HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, (EXISTING) PT-2 111111111.111.-- I •' F5 DRINKING FOUNTAIN NOT USED INJURIES,DAMAGES,LOSSES,EXPENSES AND ATTORNEY'S FEES REINFORCED FIBER IEnARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. PANEL UP TO 48"AFF - . PROVIDED BY TENANT, INSTALL BY G.C. G.C. TO WITH THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS AT WALLS WITH WHITE AZ G.C.TO PROVIDE DOOR F6 WATER COOLER INSTALL GFI OUTLET AS REQUIRED. BOTTLE WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO PLASTIC "J" HOLD AT FRAME AND FRAMED `� SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR G,C. TO HIS REPRESENTATIVE REGARDING MEASUREMENTS,IF SUCH EXIST. SEAT SERVICE SINK FAUCET FIAT 830-AA POLISHED TOP EDGE. OPENING TYP. F7 MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY COVER PROVIDE NEW W/HOSE & BRACKETS PRODUCTS 832-AA CHROME COLOR: WHITEEQ EQ OR SCALE CORRECTLY TO THE INDICATED SIZE. NON ABSORBENT, 100% i DISPENSER VERTICAL - - / / TO REMAIN GRAB BAR F8 PANTRY SINK- ELKAY LRAD2222603 LUSTERTONE STAINLES WATERPROOF, HARD, N } 0 ADA COMPLIANT DROP-IN 22"3-HOLE SINGLE BOWL S STEEL SMOOTH SURFACE AS \ } i r, r, i SEE POWER HATCH INDICATES0 - } " _ _ �1 I ' & DATA PLAN PANTRY FAUCET - 8780 T.V. $- - � � F9 MOEN CHROME el \ I n n- I I ADA COMPLIANT COMMERICAL 2-HANDLE LOW-ARC 3'-0" 0 �` } -u u .t� ELECTRIC WATER DEL 10 E6 } i i I 41) A.O. SMITH _ - 5 O I a II u HEATER 10 GALLON, 4 KW, 208 V, 1 PHASE PROJECT: �I FLOOR CLEANOUT J.R. SMITH 4020 F1 6'-1 �O ® TAPERED BRONZE PLUG, SCORIATED COVER ED \ n I) =_.?, _\____ ® EQUIPMENT SCHEDULE Casper co r G.C.TO PROVIDE N CV 4\ '"!'' ` �® -. FIRE RETARDANT MANUFAC t OU Hi= PLYWOOD BACKING DESCRIPTION MODEL NO. FINISH LOCATION: A202 N BEHIND DRYWALL -TURER °1-11 ;- AS INIDICATED 1-1 0'-O FINISH FLOOR \ \ E1 LOCKERS ULINE H 5548GR THREE TIER 3 WIDE 0' 0' AFF. GC TO EXIST. WALL INSULATE PIPE CLEANOUT T.O. FINISH FLOOR 0 WASHINGTON SQUARE 0'-0"AFF. \ \ \ \ BLACK W/PLATINUM 9685 S.W. WASHINGTON SQ. RD. Mil ® E2 O REFRIGERATOR AVANTI RA7316PST SIZE: 22"W x 24"D x 56"H FINISH SUITE C07 E3 PRINTER BROTHER #HL-L2340DW- SIZE: 14"W x 14.2"D x 7.2"H BLACK PORTLAND, OR 97223 ENLARGED MANAGER'S DESK PLAN -. MANAGER'S DESK ELEVATION BLACK POWDER 5� B.O.H. TOILET ROOM ELEVATION (6) 7E4 DATA RACK NAVEPOINT 9U, STYLE: 600MM SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" J SCALE: 1/2"= 1'-0" COATED DESIGNER: CASPER E5 FILE CABINET 15"W x 52"H DRAWN BY: DA/SH CHECKED BY: JMV/DA B.O, ACT E6 2' 2" 2' 02" B.1V-11"AFF. SAFE (ON FLOOR) DATE: 11/01/2018 , 1 / I fO DMW077BLSDD -SIZE: 175/16"W x 14"D x BLACK STAINLESS PROJECT NO: 180292 E7 MICROWAVE DANBY 10Ya"H STEEL _ Q © THESE DRAWINGS WERE COMPLETED UNDER THE DIRECT NJT \ A203 A203 SUPERVISION OF: 5-0" NEW HOT E8 T.V. T.B.D. T.B.D. ' WATER E9 NICHOLAS J. TRICARICO N F4 \ 6" 2'-0" 2'-0" 6" HEATER WI ZOOM CONTROLLER \ / if' ,y y / SHELF O (FIXED) \ - \ I G.C. TO PROVIDE ARCHITECT ` IllPLATFORM FOR ACCESSORIES SCHEDULE \ I \ NEW HOT WATER TRICARICO ARCHITECTURE 0 HEATER -SEE P101 FOR 1 0 MORE INFORMATION DESCRIPTION MANUFAC MODEL NO. FINISH AND DESIGN PC � GC TO PROVIDE -TURER I FIRE RETARDANT REINFORCED FIBER PANEL D'i - - PLYWOOD UP TO 48"AFF AT WALLS GRAB BAR CONCEALED DRAWING NAME: F9 EXISTING TO REMIAN. SIZE: 1 2" DIA. X 42"AND 36" TOILET ROOM & Al BACKING BEHIND WITH WHITE PLASTIC "J" MOUNTING - ADA EXISTING EXISTING DRYWALL AS -�-' HOLD AT TOP EDGE. COMPLIANT AND 18" BARS MANAGER'S AREA A202 INIDICATED COLOR: WHITE 2'�1" \ FRP-1 NON ABSORBENT, 100% 0 MIRROR EXISTING EXISTING ACCESSIBLE HEIGHT MIRROR TO REMAIN EXISTING ELEVATIONS / I / TYP, FOR WATERPROOF, HARD, L - (3) SIDES SMOOTH SURFACE AS SURFACE MOUNTED 0REMAIN PT_2i / A3 TOILI 7 TISSUE EXISTING HATCH INDICATES EXISTING ACCESSIBLE HEIGHT DISPENSER TO DRAWING NO: EXISTING m ® m TYP. \ DISPENSER \ I — ° `,� ® A4 DOOK MOUNTED COAT TDHEA N BY DIAL HANGER A2O2 _______ Q - ..... / " ' ,a SIZE: 12'13) " DIAMETER 4"THK. CIRCLE WITH a" 0 0 o INSCRIBED 4"TRIANGLE. NOTE: THIS SYMBOL SHALL E2 1 " o A5 RESTROOM DOOR BE CENTER ON THE DOOR AT A HEIGHT OF 60"AND 0 +I -' SYMBOL THE COLOR AND CONTRAST DISTINCTLY DIFFERENT w FROM THE COLOR OF SIGNAGE TO BE COORDINATED ® D INSULATEGC TO / WITH ARCHITECT , - a 1, Zip PIPES RAISED LETTER SHALL BE PROVIDED AND SHALL BE e 0 ALIGN O ACCOMPANIED BY BRAILLE. THEY SHALL BE � D ' T.O. FINISH FLOOR +1\ • 1 / INSTALLED ON THE WALL ADJACENT TO THE LATCH } i OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL ti� 4� 7'0'-0"AFF. \ ■■ \ \ N , �, ! 5'-0" 0 CO A6 BRAILLE PLATE SIGN SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE WI ICOJ.4-7 nLEAF DOORS, SIGNS SHALL BE PLACED ON THE\� CD NEAREST ADJACENT WALL. PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60"ABOVE THE BREAK AREA ENLARGED PLAN I9� BREAK AREA ELEVATION FINISH FLOOR TO THE CENTER LINE OF SIGN.SCALE: 112"= 1'-0" SCALE: 112"= 1 -0" ��F Q�� OINTERNATIONAL SYMBOL AS PER TITLE 24 CALIFORNIA BUILDING CODE OF ACCESSIBILITY DECAL SECTION 111713.5.1 , . doTRICARICO0 Tricarico Architecture and Design PC 502 Valley Road Wayne,NJ 07470 T (973) 692-0222 F (973) 692-0223 www.tricarico.com `1 - ALARM PANEL TELEPHONE PANEL . I Ii 1 T 1'-0" , a"THICK WHITE MELAMINE SHELVES BY 1/ CLOSETMAID. FURNISHED AND INSTALLED BY G.C. � I 0 I Io DATE ISSUED RACK MOUNTED SERVER CABINET. (30 AMP DEDICATED OUT FOR RACK) I / 14/12/2018 90%CLIENT REVIEW 1'-D, a°THICK WHITE MELAMINE SHELVES BY CLOSETMAID 1'-0° a"THICK WHITE MELAMINE SHELVES BY CLOSETMAID 11/41/2018 LL & CLIENT REVIEW / ON HEAVY DUTY STANDARDS. FURNISHED AND ON HEAVY DUTY STANDARDS. FURNISHED AND G.C.TO PROVIDE FIRE RETARDANT BLOCKING,TYP. f INSTALLED BY G.C. INSTALLED BY G.C. 11/14/2018 LL & CLIENT REVIEW G.C. TO PROVIDE I I 4'x8'3/4"THICK I I °° FIRE RETARDANT PLYWOOD. I I (PAINTED TO MATCH WALL) CL TVI - I G.C. TO PROVIDE F.R. BLOCKING ! LINE OF FILE CABINET \ & MOUNTING BRACKETS AS REQ'D. G.C. TO PROVIDE FIRE RETARDANT BLOCKING, TYP. G.C. TO PROVIDE FIRE RETARDANT BLOCKING, TYP. _ I REFER TO DISPLAY MOUNTING DIAGRAM DETAIL I ON POWER PLAN FOR MORE INFORMATION. 0 I r I N BACK SPLASH BACK SPLASH Q 7 -I- ___________ 6 _I PROVIDE GROMMETS AS REQUIRED. COORDINATE I , 2'-0" / NEW ADA COMPLAINT FAUCET AND SINK 2'-0" ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS I f / BY THE CLIENT,AGENTS OF THE CLIENT OR OTHER PARTIES WITH CLIENT 4"THICK PLWD. COUNTERTOP WI PLAM FINISH -\ 7J 4"THICK PLWD. COUNTERTOP W/ PLAM FINISH WITHOUT THE REVIEW AND WRITTEN APPROVAL Of THE DESIGN 2, 4, / / -iN 4 f tl's' PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. q'THICK PLYWOOD COUNTERTOP °0 _N,,,_ \ . , L. FURTHERMORE THE CLIENT AGREES TO DEFEND,INDEMNIFY AND ' / WITH PLASTIC LAMINATE FINISH SCRIBE TO WALL \ I HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, ( } INJURIES,DAMAGES,LOSSES,EXPENSES AND ATTORNEY'S FEES � ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. Zp . A .,,� - \ `� THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS 0 • G.C. PROVIDE FIRE RETARDANT BLOCKING AS ' z" 2 WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO PLAM APRON �. PLAM APRON SCALE SUCH INFORMATION OUT TO CONTACT THE ARCHITECT OR REQUIRED HIS REPRESENTATIVE REGARDING MEASUREMENTS,IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY 4"THICK PLYWOOD WITH PLASTIC LAMINATE FINISHI G.C. PROVIDE FIRE RETARDANT BLOCKING AS G.C. PROVIDE FIRE RETARDANT BLOCKING AS OR SCALE CORRECTLY TO THE INDICATED SIZE. END PANELS BEYOND o REQUIRED o REQUIRED I T I METAL SUPPORT FINS, WHITE NZi) � G.C. PROVIDE INSULATION ON PIPES N N I AS REQUIRED LD 0 4"THICK PLYWOOD WITH PLASTIC LAMINATE FINISH 4"THICK PLYWOOD WITH PLASTIC LAMINATE FINISH o Y b END PANELS BEYOND END PANELS BEYOND 9 FINISH FLOOR a w¢ FINISH FLOOR r a PROJECT: r +1 co. / FINISH FLOOR FINISH FLOOR a cd %. , '-,- N Casper E1SERVER CABINET SECTION 2� MANAGER'S DESK SECTION 3� PANTRY SECTION PANTRY SECTION SCALE: 1" - 1'-0" J SCALE: 1" - 1' 0" �� SCALE: 1" = 1-0" ) SCALE: 1"= 1'-0" LOCATION: WASHINGTON SQUARE 9685 S.W. WASHINGTON SQ. RD. SUITE C07 PORTLAND, OR 97223 DESIGNER: CASPER DRAWN BY: DA/SH CHECKED BY: JMV/DA DATE: 11/01/2018 PROJECT NO: 180292 THESE DRAWINGS WERE COMPLETED UNDER THE DIRECT NJT SUPERVISION OF: 3s" 18 7 T �' 46 4a" PCZ 17" NICHOLAS J. TRICARICO 42" N ARCHITECT �•a.� 7.5� E,� �6" 7.. ii� s„ 7 8� 35" 6 rs , : 46" I b — / ��„ TRICARICO ARCHITECTURE 23" 45" 40" 44119" ,� 5"H AND DESIGN PC 47" ti LL uT LL 36" Id- LL L� 0ti JJ Q ¢ ¢ DRAWING NAME: 1 . LL li = LL- Q t1 Q (0 ( Q - cD Q Q ca - i.) w Q - co c OBJECT MOUNTING AND MILLWORK—BOH A BLUE TRIAL OBJECTS INSTALLATION DIRECTIVE B p PINK TRIAL OBJECTS INSTALLATION DIRECTIVE GREY TRIAL OBJECTS INSTALLATION DIRECTIVE YELLOW TRIAL OBJECTS INSTALLATION DIRECTIVE SECTIONS �uJ OBJECTS TO BE HUNG ON SCREWS IN PANEL. BACK OF OBJECT OBJECTS TO BE HUNG ON SCREWS IN PANEL. BACK OF OBJECT OBJECTS TO BE HUNG ON SCREWS IN PANEL. BACK OF OBJECT OBJECTS TO BE HUNG ON SCREWS IN PANEL. BACK OF OBJECT WILL COME DRAWING NO: WILL COME WITH PICTURE HANGING WIRE AND DUAL LOCK TAPE WILL COME WITH PICTURE HANGING WIRE AND DUAL LOCK TAPE WILL COME WITH PICTURE HANGING WIRE AND DUAL LOCK TAPE WITH PICTURE HANGING WIRE AND DUAL LOCK TAPE TO HELP SECURE THE TO HELP SECURE THE OBJECT AFTER HUNG. TO HELP SECURE THE OBJECT AFTER HUNG. TO HELP SECURE THE OBJECT AFTER HUNG. OBJECT AFTER HUNG. PLEASE NOTE THAT THE EGG OBJECT WILL VARY SLIGHTLY FROM DIMENSIONS SHOWN - COORDINATE ON SITE WITH CONSTRUCTION MANAGER. A2O3 5 TYPICAL OBJECTS INSTALLATION SCALE: N.T.S. C4.7 N /'ICO ' ' .08 • AYNE i V�OF ORti� C. / co / STOREFRONT KEY NOTES / � �/ 0 EXISTING 3/4" REVEAL ��� G.C. TO PROVIDE LAY-IN SOFFIT PANEL- POWDER COATED METAL PANEL CUSTOM COLOR © ` 6 301 ♦ PANTONE BLUE 280 C. PROVIDE (1) LAYER 1/2" F.R. PLYWOOD AS REQ'D. G.C. TO COORDINATE A301 1 A3a1 ^ — — — . . . ` ' -� 301 I i J SPRINKLER AND LIGHTING FIXTURE CUT-OUTS. TO. LLCEILING I R 14.-8"A.F.F. I I I 1 I . 6( mit I I 0 ILLUMINATED SIGNAGE,3500K LED T.O. BULKHEAD. +_. �' ` IRICARICO Y ±13'-11"A.F.F. 0 r I : I>•I : I I i NEW STOREFRONT SYSTEM. 3/4" LAMINATED INSULATED GLASS. Tricarico Architecture and Design PC B.O. NEW GYP. BD. SOFFIT 0 2) "' I r 11 : �MO 1 + I I , I I . 502 Valley Road Wayne, NJ 07470 11'-10"A.F.F. — \ I -'r , I -1—r I - 1 I �. 0 STOREFRONT METAL FRAMING CUSTOM COLOR PANTONE BLUE 280 C T (973) 692-0222 F (973) 692-0223 I 1 I o www.tricarico.com - \:1) I ,i 1 I N I T.T. I \ / G.C.TO PROVIDE 6" HIGH METAL BASE(TYP.).COORDINATE W/STOREFRONT VENDOR / l , ` ! 1-1/4"SQUARE CUSTOM DOOR PULL POWDER COATED FINISH TO MATCH STOREFRONT FRAMING (TYP) / \ O ` 1,-7" 11-7, / 3'-7" 4'-0" co 9 EXISTING LLDEMISING NEUTRALWALL PIER,TYPICAL TYPICAL. with Tenant finishes R /// \12) r /� T\ r / T O \ o, / . (10) LINE OF SOFFIT ABOVE ® / \ // IL 5 Q LEASELINE \ / X30 X30 / \8\ \- J/ G.C.TO FURNISH AND INSTALL WHITE PORCELANOSA KRION OVER 5/8"GYP.BD.SECURED TO 3-5/8"METAL / rr J 1 0 STUDS AS REQ'D.G.C.TO PROVIDE'P-404 ADHESIVE BY BUTECH'AND INSTALL PER MANUFACTURER'S ., FINISHED FLOOR i f i'\ / i I I [ //� - r / SPECIFICATIONS. PROTECT ADJACENT LL FINISHES AND PATCH&REPAIR AS REQ'D. + 0'-0"AFF. v . �` _ - - - (1 1 1' 0' 3' 3" 6' 7 1/2" 6 '<1' 7" (3 EQUAL PANES ` :I - • = E • 1 �\ EXISTING STRUCTURAL BEAM TO REMAIN,TYP.G.C.TO VERIFY IN FIELD AND REPORT ANY DISCREPANCIES / J� J�O a ) '-0, 11 -� •� - • • \ / BETWEEN DRAWINGS AND EXISTING CONDITIONS TO ARCHITECT IMMEDIATELY 24' 4" {LEASE LINE) 5" I a m 14 G.C.TO PROVIDE 314" RECESSED BLACK ANODIZED REVEAL FLUSH W/TENANT STOREFRONT LEASELINE,TYP. STOREFRONT ELEVATION STOREFRONT SECTION � � G.C.TO PROVIDE 3-5/8" METAL STUD FRAMING.G.C.TO PROVIDE LATERAL BRACING AS REQ'D TO STRUCTURE DATE ISSUED { -- STOREFRONT SECTION ABOVE.COORDINATE WITH LANDLORD REQUIREMENTS. 10/12/2018 90%CLIENT REVIEW SCALE. 1/4" - 1'-0" J SCALE: 1/4"= 1'-0" \..1-_.) SCALE: 1/4"= 1'-0" EXISTING LANDLORD BULKHEAD TO REMAIN,G.C.TO VERIFY IN FIELD AND REPORT ANY DISCREPANCIES 11/01/2018 LL&CLIENT REVIEW K16) BETWEEN DRAWINGS AND EXISTING CONDITIONS TO ARCHITECT IMMEDIATELY.G.C.TO PROTECT DURING / ICONSTRUCTION. 11/14/2018 LL & CLIENT REVIEW 10 / O 0 G.C.TO PROVIDE NEW LIGHT FIXTURES / > 9 '-9) V l 7' 7" ... \18) G.C.TO PROVIDE NEW(1)LAYER 5/8 GYP.BD.OVER(1)LAYER 1/2" F.R.T. PLYWOOD OVER 3-5/8"MTL.STUD \ '' - E� i POSTPOST q POST /III I� _ ±3 314' 3'-5 1/4" ±2'-7 1/4" +1'-2 3/4" n 19 G.C.TO INSTALL NEW RECESSED ALU TRACK AS REQ'D. PROVIDE SUBSTRATE AS INDICATED IN NOTE 18 FOR 0 i L O POST TO POST POST TO POST - � ALL ALU TRACK LOCATIONS ON DISPLAY WINDOW CEILING,TYP. I T -. /�\ METAL STUD POST, FASTEN STUDS TO BOTTOM TRACK W/#8 SMS EACH FLANGE. PROVIDE .157"HILTI X-U © O w \ / EACH SIDE OF BOX STUD.BOTTOM OF TRACK TO MATCH STUD GAGE. LJ I I _ ti •301 I �'— © + + + + + NEW OPERABLE PANEL POWDER COATED METAL PANEL CUSTOM COLOR PANTONE BLUE 280 C i--- i- SIM. OPP I I - - - - - - --m----ii n,- _n n_ Z I . \ / 1 N ,, = L L J • . 22 STOREFRONT DOOR(S) ILu , I I / \ r W N I n 1 =' � � - 0 ° ,_,\,, r cV w O ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS r (x o W 1- 0 NEW SALES AREA GYP.BD. CEILING BY THE CLIENT,AGENTS OF THE CLIENT OR OTHER PARTIES _ 1 it r= n Q Z WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN �' ` O= - a_ G.C.TO PROVIDE A BUILT UP HEADER, 1200S300-54 STUDS AND 600T200-54 TRACK.THE HEADER IS TO BE ON PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. 0 0 ` N o W K24) A 362S162 33 BOX POST(OF SAME GAUGE.)G.C.TO ATTACH TO LANDLORD STRUCTURE FOR BRACING FURTHERMORE THE CLIENT AGREES To DEFEND,INDEMNIFY AND \ f N — CJ) HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, 011'-7" 3 EPURPOSES ONLY. COORDINATE WITH LANDLORD PRIOR TO CONSTRUCTION. 1' 0" 3' 3" 6' 7 1/2" 11 16 { QUAL PANES) 1'_0 C20) ( 9 ) 20 r < m ®1 INJURIES,DAMAGES,LOSSES,EXPENSES AND ATTORNEY'S FEES ,�/ ! / /�/ �' / \ / J ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. 0 5 24'-4"(LEASE LINE) 0 2' 6" G.C.TO PROVIDE(2)3-5/8" METAL STUD DOOR HEADER(3625125-33). PROVIDE DIAGONAL BRACING AS REQ'D / / \ THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS STOREFRONT ENLARGED PLAN CAU -- DETAIL @ NEUTRAL PIER /(ROTATED) � ) WOR/EINGFR INFORMATION M RMATIONESE BU TOND CONTACT SPECIFICATIONS ARE ENCTOO (.2 , � 26 G.C.TO PROVIDE LIGHT GAUGE CLIP W/#8 SMS,TYP. SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR l HIS REPRESENTATIVE REGARDING MEASUREMENTS,IF SUCH I MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY SCALE: 1/4" = 1' 0" SCALE: 1 1/2" = 1' 0" G,C.TO PROVIDE 3-518" (362S125 33) BRACING.CONNECT TO STRUCTURE ABOVE AS REQ'D. OR SCALE CORRECTLY TO THE INDICATED SIZE. / 1 (028) G,C.TOPROVIDE (1}LAYER518"GYP. BD.OVER3 518" MTLSTUDSASREQ'D.j/ //// I 0 26 PROJECT: TYP. 1 0� + TYPf I + Casper + + + + + + + + I + + 16 ± 2'-4 1/2", V.I.F. + -4- ±2'-4 112", V.I.F. m d/ s' / / 28 , p28) -\ LOCATION: + + \ + + 11ED 0 + + + + -I- -I- / ® ® + + + + + + WASHINGTON SQUARE o7-0000/v_ ...44A._a.,m_,.„�mE.i-e_m -----."-_1:. / + + + + + + � � , + + + + + + is ® 09685 S.W. WASHINGTON SQ. RD. 0 i SUITE C07 0 0 ® + + + + ± + 0 00 + + + + PORTLAND, OR 97223 • rr TYP. ' TYP. + + + + + + L.-- TYP. + + • 1 + + + + w 2 8 mI I J -�— IZ:.1� C18 I `h1 N DESIGNER: CASPER co ± 3 3/4" ± 3'-5 1/4" ±2.-7 1/4 1' ± 1'-2 314" L e ±3 3/4" i ± 3'-5 1/4" I I //I 4" ± 1'-2 3/4" DRAWN BY: DASH X r II 1- HEADERTO HEADER + + _, HEADER TO HEADER HEADER TO HEADER + HEADER TO HEADER � + � / � � � 0 + � � I/ \ � / 24 CHECKED BY: JMVIDA 00 + DATE: 11/01/2018 TYP. / ) TYP. + + • + + + ,_ + + PROJECT NO: 180292 1— . i., / / + + I + + THESE DRAWINGS WERE m II71 + + � T + + m �� m �_I I~�I Imo. I NJT T O NEW GYP SOFFIT ., ��� I 1 \ --, .-, — I , — i _f - I\ _ SUPERVISION OF + 11.-10"AFF. m T COMPLETED UNDER THE DIRECT (28) ++ (28) / (18 2s '�� NICHOLAS J. TRICARICO 0 � 0 0 0 n m ® 18 ARCHITECT 0 4112" / 4'-8112" 6" / 6" / 1'-0" / 6" +, / TRICARICO ARCHITECTURE 7 • AND DESIGN PC 0 ® / 7.-7„ DRAWING NAME: / z-, N STOREFRONT PLAN,LANDLORD GENERAL NOTES: ELEVATION & SECTIONS 0 1. NEUTRAL PIER TO BE 12" FROM LEASE LINE o- m CHANNEL TO STOREFRONT POP-OUT WITH TENANT - --- --- -- ® (26 FINISHES. DRAWING NO: \ TYP. , 2. NOTHING IS PERMITTED TO BE ATTACHED TO, \\ i. SUSPENDED FROM, OR PENETRATE THE ROOF A301 + 1 1 DECK ABOVE. YOU ARE REQUIRED TO FRAME, LJ. + +/ BRACE AND/OR SUSPEND, AS NEEDED, TO/FROM B.O. NEW ENTRY � _ THE TOP CHORD OF JOISTS OR STRUCTURAL PORTAL � I I STEEL WHICH EXIST ABOVE YOUR RESPECTIVE + 9.-0"AFF. \ TENANT SPACE. 3'-7" L © EQ. 0 EQ. 4112" / / / 9' / 0 T-7" / // / �� I r \ ` UN il• J - 'ICO O �L_ AiiiiminN_\ Lr.J '.08 ENLARGED SECTION (-7 ENLARGED SECTION J NE ' . . 6 SCALE: 1 1/2" - 1' 0" SCALE: 1 112" = 1'-0" ��, R�� o A n In o n G n A n C C. A a A C. - ._ 4 0 A 0 4 0 o s 4 OF PARTITION SCHEDULE METAL STUD SCHEDULE 16"O.C. 24" O.C. TOP TRACK(SEE DETAIL) TOP TRACK(SEE DETAIL) SPECIFICATION MAX. UNSUPPORTED HELP (1) (2) (3) 362S125-18 UP TO 13'-10" 12'-0" I I Y I �� I \� UP TO 17' 11" 15' 7" 3625125 30 TRICARICO® UPTO 18-6" 16'-9" ., EXISTING DEMISING WALL NEW 3-5/8"METAL STUD TO REMAIN, FRAMING PER SCHEDULE. 362S125-43 UP TO 19'-3" Tricarico Architecture and Design PC PROVIDE ALL LATERAL BRACING AS REQUIRED. 362S125-54 UP TO 20'-0" 502 Valley Road Wayne, NJ 07470 n 3625125 68 UP TO 22' 0" T (973) 692-4222 F' (973) 692-0223 ADJACENT TENANT SPACE VOID fir' SALES SPACE UBACK OF HOUSE DBACK OF HOUSE www.tricarico.com TENANT SPACE UP TO 26'-1" 22'-10" 3625125-30 NEW 3-518"METAL STUD UP TO 26'-8" 23'-8" FRAMING PER SCHEDULE. EXISTING STUD FRAMING. • PROVIDE ALL LATERAL 362S125-43 UP TO 28'-0" G.C.TO PROVIDE 5/8"TYPE G.C.TO PROVIDE 518"TYPE BRACING AS REQUIRED. • "X"GYP. BD.TIGHT TO "X"GYP. BD.TIGHT TO 3625125 54 UP TO 30' 0" STRUCTURE ABOVE AS STRUCTURE ABOVE AS - G.C.TO PROVIDE 5/8"TYPE REQUIRED IN ORDER TO REQUIRED, "X"GYP. BD.TIGHT TO TOI REMAIN. ATCH 11 3625125-68 UP TO 32' 0" MAINTAIN REQ'D.TENANT STRUCTURE ABOVE ASt.. &REPAIR AS REQ'b SEPARATION RATING REQUIRED. (BOTH SIDES) (BOTH SIDES) 1. BASED ON INTERIOR NON-BEARING PARTITIONS WITH (1) LAYER OF GYP. BD. EACH SIDE. aD-..,- D USE GAUGE, TYPE AS SCHEDULED UNLESS NOTED OTHERWISE ON DWGS. • FOR LATERAL BRACING FOR LATERAL BRACING 2. RUNNER TRACK GAUGE TO MATCH STUD. SEE DETAIL. SEE DETAIL. 3. WALLS OVER 12'-0" HIGH TO BE LATERALLY BRACED VERTICAL WITH 1 112", 16 GA. • COLD-ROLLED CHANNELS CLIP ANCHORED TO METAL STUDS. f. 1\412\\.1 SCHEDULED BASE TYP. SCHEDULED BASE TYP. BOTTOM TRACK WITH HILTI NOTE: 20GA. IS A DRYWALL STUD. 18, 16, AND 14 ARE STRUCTURAL STUDS. • CONNECTION TYP. SEALANT,TYP. SEALANT,TYP. / SCHEDULED BASE TYP, SCHEDULED BASE TYP. PARTITION NOTESI •.:_(// 4. D D SEALANT,TYP. D SEALANT,TYP. DATE ISSUED EXPOSED CONC WITH EXPOSED CONC WITH NON-BEARING STUD WALLS ONLY, SEE OTHER DETAILS FOR BEARING WALLS • SEALER FINISH SEALER FINISH EXPOSED CONC WITH r EXPOSED CONC WITH STUDS AT ALL PARTITIONS TO BE 20 GA. MIN. 10/12/2018 90%CLIENT REVIEWSEALER FINISH SEALER FINISH 11/01/2018 LL & CLIENT REVIEW I I- 1 I I Jy 1. ALL SUSPENDED WALLS SHALL HAVE GYP. BD.TO 6"ABOVE THE SUSPENDED CEILING UNLESS • ` • ` • ,.-r. • . • • • . SHOWN AND/OR NOTED OTHERWISE BY THE ARCHITECT. 11/14/2018 LL & CLIENT REVIEW (E)CONCRETE SLAB \ (E)CONCRETE SLAB 2. ALL STUD WALLS AND PARTITIONS SHALL HAVE CONTINUOUS LINES OF BRIDGING SPACED AT T (E)CONCRETE SLAB (E)CONCRETE SLAB 4.-0"MAXIMUM ON CENTER. THE BRIDGING SHALL BE SECURELY FASTENED TO THE STUDS *G.C.TO PROVIDE 5/8" G.C.TO PROVIDE 5/8" WITH EITHER SCREWS OR WELDS. WATER-RESISTANT GYP.BD. WATER-RESISTANT GYP.BD. AT ALL WET AREAS AT ALL WET AREAS IF NOT 3. ALL STUDS SHALL BE"CEE"STUDS WITH FLANGE STIFFENERS. (TOILET ROOM, MOPSINK ETC.) EXISTING (TOILET ROOM, MOPSINK ETC.) 4. THE MATERIALS AND DETAILS SHOWN ARE FOR TYPICAL INSTALLATIONS WHERE THE STUD MANUFACTURER'S RECOMMENDATIONS OR LOCAL ORDINANCES ARE MORE RESTRICTIVE, THEY SHALL APPLY. EXISTING DEMISING PARTITION PERIMETER OR VOID SPACE 1 HR. RATED PARTITION TYPICAL PARTITION EXISTING PARTITION 5. DRYWALL CONTROL JOINTS ARE TO BEINSTALLED ATMINIMUM 30' 0"o.C.ATPARTITIONS AND SCALE = 1 1/2" SCALE = 1 1/2" SCALE = 1 1/2" 4 SCALE = 1 1/2" SCALE = 1 112" ELSEWHERE AS NOTED, 6. TYPICAL FASTENER: A. STEEL STUDS TO STEEL STUDS OR TRACKS: #8-19 X 1/2"TEKS/2 WITH PHIL PAN HEAD FOR 20 GA. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS #10- 16 X 9/16"TEKS/3 WITH PHIL PAN HEAD FOR INTERCONNECTION OF 18 GA.OR 16 BY THE CLIENT,AGENTS OF THE CLIENT OR OTHER PARTIES GA. WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN B. STEEL STUDS OR TRACKS TO WOOD PURLINS.GIRDERS& BEAMS: PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. #14-10 X 1 1/2" H.W.H.TYPE"S"METAL-TO-WOOD TEKS. FURTHERMORE THE CLIENT AGREES TO DEFEND.INDEMNIFY AND C. PLYWOOD TO STEEL STUDS: HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS. #10-24 X 314"TEKS/3{PLYMETAL TEKS)WITH THIN WAFER HEAD. ARISING INJURIES,GOUT OF MODIFICATION,LOSSES, OR EXPENSES ANDOTAHESE E FEES ARISING OUT OR REUSE OF THESE MATERIALS. D. GYP.BD.TO STEEL STUDS: #7 X 1 1/4"HI-LO TYPE"5"BUGLE HEAD SCREWS FOR 3/8"TO 5/8"GYP. BD.TO 20 GAUGE THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS STUDS,#6 X 1 1/4"TYPE S-12 BUGLE HEAD SCREWS FOR 3/8"TO 5/8"TO 18 GA.OR 16 GA. WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO STUDS OR TRACKS. SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS,IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY 8. "ALIGN"MEANS SIMILAR COMPONENTS OF CONSTRUCTION. E.G.,WALLS,JAMBS, ETC.SHALL OR SCALE CORRECTLY TO THE INDICATED SIZE. ALIGN ACROSS VOIDS AND JOINTS. 9. PARTITIONS SHALL BE CONTINUOUS OVER DOORS SAME AS ADJACENT WALLS(UNLESS OTHERWISE NOTED)WHERE DRYWALL CONTINUES ABOVE CEILING LEVEL AND ABOVE THE CEILING LEVEL UP TO THE STRUCTURE ABOVE. ALL GYPSUM BOARD RETURNS SHALL HAVE METAL CORNER BEADS MINIMUM FLOOR TO CEILING. ALL PENETRATIONS IN DRYWALL CONSTRUCTION ABOVE FINISHED CEILING AND AS NOTED ELSEWHERE SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE AND FIRE STOP CAULKED AT U.L. RATED PROJECT: PARTITIONS. ALL DRY-WALL JOINTS ABOVE FINISHED CEILING SHALL BE"FIRE TAPED."ALL MECHANICAL CHASES AND OTHER NOTED CHASES ARE TO EXTEND UP TO THE UNDERSIDE OF THE DECK STRUCTURE ABOVE. ALL PLUMBING CHASES UNLESS OTHERWISE NOTED SHALL EXTEND ABOVE THE HIGHEST ADJOINING CEILING AND BE BRACED TO STRUCTURE. ALL VERTICAL DIMENSIONS SHOWN ARE TO BE THE TOP OF TE SLAB, UNLESS NOTED OTHERWASE. Casper 10. DRYWALL CONTROL JOINTS ARE TO BE INSTALLED AT MINIMUM 30'-0"O.C.AT PARTITIONS AND ELSEWHERE AS NOTED, 11. AT PARTITIONS HIGHER THAN 12'-0"PROVIDE HORIZONTAL LATERAL BRACING WITH 1-112" 16 LOCATION: GA.COLD ROLLED CHANNELS AT 8'-0"VERT.ANCHORED TO STUDS. 12. ALL CONSTRUCTION DESIGNATED TO BE SUPPORTED BY ROOF STRUCTURE SHALL BE WASHINGTON SQUARE SUPPORTED BY TOP CHORD OF STRUCTURAL JOISTS AND NOT FROM THE METAL DECK. 9685 S.W. WASHINGTON SQ, RD. 13. ALL TENANT FRAMING SHALL BE METAL STUDS. SUITE C07 14. ALL WOOD REFERRED TO IN SPECIFICATIONS, INCLUDING PLYWOOD AND WOOD BLOCKING TO PORTLAND,BE FIRE RETARDANT TREATED. OR 97223 15. ALL PARTITIONS AT TOILET ROOMS TO USE WATER RESISTANT GYPSUM BOARD. 16. G.C. IS RESPONSIBLE TO PROVIDE AND INSTALL ALL F.R,T.W. BLOCKING FOR ALL SHELVING, DESIGNER: GASPER FIXTURES, GRAB BARS, ETC. DRAWN BY: DASH CHECKED BY: JMV/DA DATE: 11/01/2018 PROJECT NO: 180292 GC TO PROVIDE WOOD SHIM AS REQUIRED THESE DRAWINGS WERE 2"x 2" 16 GA. CLIP ANGLE 114" COMPLETED UNDER THE DIRECT NJT = LESS THAN STUD WIDTH SUPERVISION OF. TRACK BETWEEN u• 0� DECK AT4'-O'1O.C. flJ (4) FRAMING SCREWS NICHOLAS J. TRICARICO J ARCHITECT c--- bp ¢ METAL STUD 35/8"TOP TRACK .�4LATERAL BRACING CR TRICARICO ARCHITECTURE SCREWED INTO 1 1/2"x 16 GA, DECK/SLAB ABOVEI FIRST LEVEL START 4'-0"ABOVE FLOOR AND DESIGN P C (TYP.AT FULL HEIGHT WALLS) LATERAL BRACING DETAIL DRAWING NAME: -I1_L _i L, PARTITION TYPES METAL STUD ---f)-- AND DETAILS (A) WALL FRAMING PARALLEL ETAL TRACK #10 S.M.S.EACH FLANGE 9 DRAWING NO: f 1/2" BOLT SECURED TO CONCRETE SLAB WITH HILTI XU 27 W/0.157" I DIA.ANCHORS @ 16"O.C.AT 1" i/4" DEFLECTION 3B", 20 GA., — EMBEDMENT(ESR-2269) ALLOWANCE A501 SLIP TRACK - /I I BOTTOM TRACK (2)#10-16 SCREWS AT STUD SPACING WALL I I PERPENDICULAR / / '�'!!_..( . �. OOr)! TO JOIST U ! 11 (B)WALL FRAMING PERPENDICULAR I CONT. DEEP-LEG SLOTTED SLIP TRACK 1 \ 17;L''''N (1)#10-16 SCREW AT t / \ / EACH STUD FLANGEl (ETRE VERTICAL SLOT) METAL STUD, SEE N id"- /•ICO Cn C)TOP STUD SECTION ^! '08 • PARTITION TYPES t j AYNE . '� EXISTING STRUCTURE TO BE V.I.F. BY G.C. DETAILS WHERE APPLICABLE ONLY. TOP TRACK ��;OF d,1 DOOR SCHEDULE & DOOR NOTES HARDWARE SCHEDULE DOOR# LOCATION QUANTITY TYPE SIZE SIZE DOOR FRAME HARDWARE SET JAMB/HEAD COMMENTS HARDWARE TYPE QUANTITY DESCRIPTION MANUFACTURER DESCRIPTION FINISH COMMENTS WIDTH HEIGHT MATERIAL MATERIAL DETAIL SET# 2 BOTTOM RAIL DEAD BOLT T.B.D. FURNISHED BY VENDOR/INSTALLED BY VENDOR G.C.TO PROVIDE IN OPEN AND CLOSED POSITIOINS.COORDINATE WITH VENDOR.NEW STOREFRONT ENTRY 1 PAIR A 6'2" 9-0" GLASS METAL 1 SEE SHEET G.C.TO PROVIDE AND INSTALL NDW BEST 6-PIN COREA301. G.C.TO VERIFY EXISTING CYLINDER ACCEPTS NEW CORE2 MORTISE THUMB TURN T,B,D, FURNISHED BY VENDOR/INSTALLED BY VENDORTRICARICO® 2 MORTISE CYLINDER T.B.D. FURNISHED BY VENDOR/INSTALLED BY VENDOR CYLINDER ON MALL SIDE-THUMB TURN ON SALES SIDE-WITH DUST PROOF STRIKE 1 NEW ENTRY 2 CUSTOM DOOR PULL T.B.D. FURNISHED BY VENDOR!INSTALLED BY VENDOR (MUST ACCEPT BEST 6 PIN CORE-CORE PROVIDED BY CASPER) Tricarico Architecture and Design PC 2 NEW 1 C 3'-0" 7'-0" HM HM 2 1 2 CONCEALED FLOOR CLOSER T.B.D. FURNISHED BY VENDOR/INSTALLED BY VENDOR TOP AND BOTTOM EACH DOOR g SALES TO STOCK ROOM NJ 07470 2 MAGNETIC HOLD OPEN T.B.D. FURNISHED BY VENDOR/INSTALLED BY VENDOR G.C.TO PROVIDE IN OPEN AND CLOSED POSITIOINS.COORDINATE WITH VENDOR. SO2 Valley Road Wayne, T (973) 692-0222 F (973) 692-0223 2 DUST PROOF STRIKE T.B.D. FURNISHED BY VENDOR/INSTALLED BY VENDOR G.C.TO VERIFY QUANTITY AND LOCATION IN FIELD. COORDINATE AS REQUIRED. WWW,triCariCo.com O NEW FRAMED OPENING STOCK ROOM TO STOCK 1 E 3'-10" 7'-0" - HM - 2 1 THRESHOLD T.B.D. FURNISHED BY VENDOR/INSTALLED BY VENDOR ADA COMPLIANT,WEATHER TIGHT ASSEMBLY(WEATHER STRIPPING TYP.) ROOM J 1 LEVER-PASSAGE LATCH HALIFAX HALIFAX ROUND BED/BATH LEVER-ADA COMPLIANT POLISHED CHROME G.C.TO PROVIDE NEW 4 EX'G REAR EXIT DOOR 1 D EXIST. EXIST. EXIST. EXIST. 3 EXIST. G.C.TO PROVIDE AND INSTALL NEW BEST 6-PIN CORE 3 HINGE 4 X"B. HINGES POLISHED CHROME G.C.TO PROVIDE NEW G.C.TO VERIFY EXISTING CYLINDER ACCEPTS NEW CORE 2 NEW PASSAGE LOCKSET 1 CLOSER ARROW ARROW 5016N SERIES w/SEX BOLTS AND BACK CHROME G.G.TO PROVIDE NEW 3 SILENCER GRAY G.C.TO PROVIDE NEW O EXISTING TOILET ROOM 1 B EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. G.C.TO ENSURE PRIVACY LATCH IS IN GOOD WORKING ORDER. PROVIDE NEW IF REQUIRED. 1 MAGNETIC HOLD OPEN T.B.D, G.C.TO PROVIDE NEW 1 DOOR STOPPER IVES FLOOR BUMPER IVES, FS13 vv/US 26 FINISH G.C.TO PROVIDE NEW DOOR NOTES 1 PANIC PUSH BAR EXISTING (MUST ACCEPT BEST 6 PIN CORE-CORE PROVIDED BY CASPER) 3 HINGE EXISTING EXISTING THIS PROJECT SHALL COMPLY WITH ALL FEDERAL AMERICANS WITH DISABILITY ACT REGULATION AND ALL 3 EXISTING REAR EGRESS DOOR 1 CLOSER EXIST/ADD NEW AS REQUIRED LOCAL ACCESSIBILITY REGULATIONS. 12. TENANT'S GENERAL CONTRACTOR SHALL ENSURE ALL EXISTING DOORS TO REMAIN TO BE IN GOOD EXISTING EXISTING OPERATING ORDER AND TO MEET CURRENT BUILDING CODES AND A.D.A. REQUIREMENTS. TENANTS 3 SILENCER 1. ALL DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 30"TO 44"ABOVE THE GENERAL CONTRACTOR TO RESTORE DOORS AND HARDWARE TO"LIKE NEW'CONDITION. 1 DOOR STOPPER IVES WALLL BUMPER IVES,WS407CCV WI US 32D FINISH POLISHED_CHROME G.C.TO PROVIDE NEW FLOOR AND BE OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS. FOR INTERIOR DOORS. 1 PEEP HOLE ROCKWOOD ROCKWOOD 620- 160°DOOR VIEWER G.C.TO PROVIDE NEW 13. OPENINGS SHALL BE MINIMUM OF 32"WIDE WHEN DOOR IS AT RIGHT ANGLE TO CLOSED POSITION. - 2. CONTRACTOR SHALL VERIFY WITH SUPPLIER THAT ALL HARDWARE MEETS ADA AND ACCESSIBILITY 1 MAGNETIC HOLD OPEN G.C.TO PROVIDE NEW REQUIREMENTS. 14. ALL EGRESS DOORS SHALL BE OPERABLE FROM THE SIDE FROM WHICH EGRESS IS TO BE MADE 1 PULL HANDLES 107 x 70C(4"x 16")WITH 8"CTC PULL HANDLE G.C.TO PROVIDE NEW WITHOUT THE USE OFA KEY OR SPECIAL KNOWLEDGE OR EFFORT 1 KICK PLATE 28"H X 34"W STAINLESS STEEL KICK PLATE G.C.TO PROVIDE NEW DATE ISSUED 3. ALL HARDWARE FOR EXTERIOR DOORS SHALL BE A.N.S.I./B.H.M.A. FINISH TO MATCH EXISTING. 15. ALL RATED DOORS SHALL BE A TIGHT FITTING SMOKE AND DRAFT CONTROL ASSEMBLY. 10/12/2018 90%CLIENT REVIEW 4. THRESHOLDS SHALL BE IN COMPLIANCE WITH ADA., STATE AND LOCAL ORDINANCE GUIDELINES. -- 16. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 15 POUNDS FOR EXTERIOR DOORS AND 5 11/01/2018 LL & CLIENT REVIEW 5. ALL HOLLOW METAL DOORS TO BE FLUSH TYPE WITH 18 GA. FACE SHEETS WITH FOLDED POUNDS FOR INTERIOR DOORS WITH A PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HEAD AND JAMB DETAILS INTERLOCKED SEAM ON VERTICAL EDGES. TOP AND BOTTOM EDGES TO BE CLOSED. HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING 11/14/2018 LL&CLIENT REVIEW DEVICES OR AUTOMATIC DOOR OPERATIONS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. 6. ALL HOLLOW METAL FRAMES TO BE 16 GA,WRAP AROUND TYPE AND WELDED TYPE AT FIRE-RATED WHEN FIRE DOORS ARE REQUIRED,THE MAXIMUM EFFORT TO OPERATE THE DOORWAY MAY BE WALL CONSTRUCTION. INCREASED NOT TO EXCEED 15 POUNDS WITH CLOSURE. HM ANCHOR, 3 PER FRAME TYP. 7. ALL HANDICAP ACCESSIBLE DOORS MUST BE MINIMUM 2'-10"W X 6'-8" H. 17. ALL EXTERIOR DOORS TO HAVE WEATHERSTRIPPING& DRIP CAP IN GOOD CONDITION. REPLACE IF EXISTING AS REQUIRED. HM FRAME 5/E" 2X WOOD BLOCKING 8. GENERAL CONTRACTOR SHALL PROVIDE A KICK PLATE ON THE PUSH SIDE OF ALL EGRESS DOORS, N \-\ / TYP. UNLESS OTHERWISE SPECIFIED. 18. THE OPERATING DEVICES SHALL BE CAPABLE OF OPERATION WITH ONE HAND AND NOT REQUIRE ,-,1TIGHT GRASPING,TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. r � \ 9. ALL DOOR APPROACHES SHALL MEET A.D.A. CLEARANCE REQUIREMENTS 1 1 ¢ F 1/2" 10. OVERHEAD CLOSERS: (AS APPLICABLE) FURNISHED AND INSTALLED BY TENANT'S GENERAL I U _ – / CONT. SEALANT ENTIRE CONTRACTOR. DOOR CLOSERS TO BE MOUNTED ON ROOM SIDE OF DOORS. DOOR CLOSERS TO HAVE _ / PERIMETER, TYP, A MAXIMUM OPENING FORCE OF 5 LBF(INTERIOR HINGED DOORS).THE SWEEP PERIOD OF THE DOUBLE METAL STUD AT - w / /// CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES,THE DOOR SHALL JAMB, TYP. r Q TAKE AT LEASE 3 SECONDS TO MOVE TOA POINT 3 IN. c\I HM FRAME 97 1 LL ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS �_ BY THE CLIENT,AGENTS OF THE CLIENT OR OTHER PARTIES 11. ALL EXTERIOR HINGES TO HAVE NON-REMOVEABLE PINS. II WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN \ \ PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. I CONT. SEALANT ENTIRE ID FURTHERMORE THE CLIENT AGREES TO DEFEND,INDEMNIFY AND DOOR RATING CLASSIFICATION PERIMETER, TYP. .VARIES 1, 1 718" ],VARIES/ ili HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, 2" INJURIES,DAMAGES,LOSSES,EXPENSES AND ATTORNEY'S FEES CLASS A: ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. CLASSIFICATION GENERALLY APPLIES TO 1-1/2 HOUR DOORS INTENDED FOR USE IN TWO-HOUR PARTITIONS. [i.e. FIRE SEPARATION WALLS;WALLS THAT DIVIDE A SINGLE BUILDING INTO FIRE AREAS]. COMMONLY VARIES REFERRED TO AS"A"LABEL DOORS. f THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS JAMB DETAIL HEAD DETAIL WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO _ KEY DETAIL SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR CLASS B' HIS REPRESENTATIVE REGARDING MEASUREMENTS,IF SUCH CLASSIFICATION GENERALLY APPLIES TO 3/4 HOUR DOORS INTENDED FOR USE IN ONE-HOUR PARTITIONS. [i.e. FIRE SEPARATION WALLS, 2-HOUR PARTITION PROVIDING HORIZONTAL FIRE SEPARATION]. COMMONLY MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY REFERRED TO AS"B"LABEL DOORS. OR SCALE CORRECTLY TO THE INDICATED SIZE. CLASS C: HM ANCHOR, 3 PER FRAME TYP. CLASSIFICATION GENERALLY APPLIES TO 20-MINUTE DOORS INTENDED FOR USE IN NOMINALLY RATED PARTITIONS[i.e. OPENINGS IN WALLS OR PARTITIONS BETWEEN ROOMS AND CORRIDORS HAVING A FIRE-RESISTANCE RATING OF 1-HOUR OR LESS].COMMONLY REFERRED TO AS"C"LABEL DOORS. HM FRAME 2X WOOD BLOCKING \\ TYP. T \ G‘, jLiTh— LEFT RIGHT PROJECT: d' 1/2" HAND HAND / CONT. SEALANT ENTIRE !/ PERIMETER, TYP. DOUBLE METAL STUD AT Lu i JAMB, TYP. _ Ici, i., • HM FRAME Casper LEFT HAND RIGHT -11 REVERSE HAND CONT. SEALANT ENTIREREVERSE LOCATION: PERIMETER, TYP. /i j 2" i . VARIES WASHINGTON SQUARE 2 JAMB DETAIL 2 % 9685 S.W. WASHINGTON SQ. RD. HEAD DETAIL SUITE C07 1 PORTLAND, OR 97223 DOOR TYPES DESIGNER: CASPER IDRAWN BY: DA/SH CHECKED BY: JMV/DA DATE: 11/01/2018 PROJECT NO: 180292 ~ /\ ♦ THESE DRAWINGS WERE / \ COMPLETED UNDER THE DIRECT NJT SUPERVISION OF: / \ 3'-0" 3'-0" 3'-0" / _ \ / i G.C. TO PROVIDE AND INSTALL If DOOR CLOSER 3'--10" / \ WHERE APPLICABLE; G.C.TP - G.C.TO PROVIDE AND �I/ NICHOLAS J. TRICARICO / \ PROVIDE AND INSTALL DOOR / INSTALL DOOR CLOSER ARCHITECT / \ _ - l CLOSER TYP. SEE SCHEDULE �-��l / TYP. SEE SCHEDULE EXISTING PEEP ROLL i _�� / \ / / / / \ / (RESTROOM ONLY) / NEW HOLLOW METAL DOOR EXISTING DOOR AND FRAME \ /OPEN TO / TRICARICO ARCHITECTURE / \ / PROVIDE(2)DOOR HOOKS /I' AND FRAME PAINTED. TO REMAIN.T.G.C. TO PAINT / \ STOCK ROOM / / \ / AT INTERIOR SIDE 48" + 12" / FURNISHED AND INSTALLED AS SCHEDULED. REFER TO A106 / \ / NEW HOLLOW METAL AND DESIGN PC / \ / CENTERLINE / BY G.C. / \ / FRAME PAINTED. / \ / / / / \ / ` / EXISTING PUSH BAR HARDWARE \ / FURNISHED AND INSTALLED BY G.C. DRAWING NAME: ' I // // TO REMAIN. REFER TO NOTES // \ / \ / on / 0 ` /� ON DOOR SCHEDULE / \ / \ / 0 / o // G.C. TO PROVIDE AND INSTALL o \/ DOOR SCHEDULE \ / I \ I SCHEDULED PASSAGE LOCKSET I I \ / 1. \ \ \ \ \ \\i r 11 '` i, //\\ \\ // \ \\ \ \ / \ \ / \ a \ \ / \ DRAWING NO: \ / \ - J \ \ / \ \\ // \\\ i� \I \\ NEWSTAINOLESDSE ICD PLATE \\\ // \\ A5O2 \ / G.C.TO PROVIDE AND INSTALL AS REQ'D / \ / \\ \\ —/_ NEW STAINLESS KICK PLATE _�� \\ / \ \ / \ \ \1 / \ f-i�iiiiiii�iii�ii/ilii/i liiii�r�/iiiii��i�����i�, ` ;iiii�/iii/iiiiiii/ii/iiiiiiiiiii�/i/ii//ice iiiiiiiiiiiiiiiiiiii/iiiiiiiiiiiiiiiiiii� ''5/ // Ai.' 7, / A - NEW STOREFRONT ENTRY DOORS B - EXISTING TOILET ROOM STOCK ROOM D - REAR SERVICE CORRIDOR E _ SALES PLAN TO BACK OF HOUSED , • REFER TO VENDOR SHOP DRAWINGS PROVIDE 1 HOUR FIRE RATED DOOR 71C0 AS REQ UIRED. ONLY IF APPLICABLE PER CODE . 1 4OFO0