Architectural by Thea Williamson

F R E T T E

THE MALL AT SHORT HILLS

BID SET 12/05/2014 DRAWING LIST ARCHITECTURAL MW DRAWINGS

M/E/P/SP ENGINEERING DRAWINGS

T-000

COVER SHEET

A-401

MILLWORK DETAILS - DISPLAY A

T-001

GENERAL NOTES, PROJECT INFORMATION

A-402

MILLWORK DETAILS - DISPLAY A

M-100

T-002

GENERAL NOTES, DOB / FILING NOTES

A-403

MILLWORK DETAILS - DISPLAY B

M-101

T-003

GENERAL NOTES, LANDLORD NOTES

A-404

MILLWORK DETAILS - DISPLAY D

T-004

GENERAL NOTES, ADA NOTES, ADA WC

A-405

MILLWORK DETAILS - DISPLAY D

T-005

GENERAL NOTES, CONTRACT NOTES, SPECIFICATIONS (1)

A-406 A-407

T-006

GENERAL NOTES, SPECIFICATIONS (2)

T-007

GENERAL NOTES, SPECIFICATIONS (3)

T-008

GENERAL NOTES, SPECIFICATIONS (4)

DM-101

DEMOLITION PLAN

MECHANICAL GENERAL NOTES, SYMBOLS AND

LOW V / TELECOMM DRAWINGS T-001

TELECOMMUNICATION TITLE PAGE

MECHANICAL SPECIFICATIONS

T-201

TELECOMMUNICATION FIRST FLOOR PLAN

M-200

MECHANICAL DEMOLITION PLAN

T-202

TELECOMMUNICATION FIRST FLOOR SPEAKERS

M-300

MECHANICAL PLAN

T-203

TELECOMMUNICATION FIRST FLOOR WAPS

MILLWORK DETAILS - DISPLAY C MILLWORK DETAILS - DISPLAY E

M-500

MECHANICAL DETAILS

T-204 T-205

TELECOMMUNICATION MEZZANINE FLOOR PLAN TELECOMMUNICATION CONDUIT LAYOUT

A-408

MILLWORK DETAILS - DISPLAY F

E-100

ELECTRICAL SPECIFICATIONS

A-409

MILLWORK DETAILS - DISPLAY G

E-200

ELECTRICAL SYMBOLS LIST

A-410

MILLWORK DETAILS - DISPLAY H

E-300

LIGHTING PLAN

A-411

MILLWORK DETAILS - DISPLAY I

E-400

POWER PLAN

A-412

MILLWORK DETAILS - DISPLAY K1, K2

E-600

ELECTRICAL RISERDIAGRAM

T-301

TELECOMMUNICATION ROOM LAYOUT

A-413

MILLWORK DETAILS - DISLAY K3 SP-100 SP-200

SPRINKLER SPECIFICATIONS SPRINKLER PLAN

T-401

TELECOMMUNICATION DETAILS

A-103

REFLECTED CEILING PLAN

A-416

MILLWORK DETAILS - DISPLAY L5

A-104

ELECTRICAL / LOW V PLAN

A-417

MILLWORK DETAILS - DISPLAY L

FA-101

FIRE ALARM LEGEND & SYMBOLS

A-105

FINISH PLAN

A-418

MILLWORK DETAILS - DISPLAY M

FA-201

FIRE ALARM SPECIFICATION

A-419

MILLWORK DETAILS - DISPLAY N

FA-301

FIRE ALARM 1ST FLOOR PLAN

A-201

INTERIOR ELEVATIONS - RETAIL AREA

A-420

MILLWORK DETAILS - DISPLAY N

FA-302

FIRE ALARM MEZZANINE PLAN

A-202

INTERIOR ELEVATIONS - BOH

A-421

MILLWORK DETAILS - DISPLAY N1

FA-501

FIRE ALARM RISER DIAGRAM

A-301

TYPICAL DETAILS

A-422 A-423

MILLWORK DETAILS - DISPLAY O MILLWORK DETAILS - DISPLAY HANDLE DETAILS

P-101

PLUMBING SYMBOLS & NOTES

PARTITION TYPES

A-424

MILLWORK DETAILS - DISPALY LEG DETAILS

P-201

PLUMBING SPECIFICATIONS

P-301

PLUMBING UNDER FLOOR PLAN

A-431

MILLWORK DETAILS - BOH DISPLAY P

P-302

PLUMBING 1ST FLOOR PLAN

CEILING / FLOORING DETAILS STOREFRONT PLAN / ELEVATION

A-432

MILLWORK DETAILS - BOH DISPLAY Q

P-303

PLUMBING MEZZANINBE PLAN

A-321

STOREFRONT SECTION / ELEVATION DETAILS

A-433

MILLWORK DETAILS - BOH DISPLAY R

P-401

PLUMBING DETAILS

A-322

STOREFRONT SECTION / ELEVATION DETAILS

A-434

MILLWORK DETAILS - BOH DISPLAY S

P-501

PLUMBING RISER DIAGRAM

A-323 A-331

STOREFRONT ELEVATION DETAIL STOREFRONT PLAN DETAILS

SP-101

SPRINKLER SYMBOLS & NOTES

A-332

STOREFRONT PLAN DETAILS

SP-201

SPRINKLER SPECIFICATIONS & DETAILS

SP-301

SPRINKLER 1ST FLOOR PLAN

SP-302

SPRINKLER MMEZZANINE PLAN

SP-401

SPRINKLER DETAILS

SP-501

SPRINKLER RISER DIAGRAM

SE-001

SECURITY TITLE PAGE

SE-101

SECURITY RISER DIAGRAM

SE-201

SECURITY FORST FLOOR PLAN

SE-202

SECURITY MEZZANINE FLOOR PLAN

SE-301

SECURITY DETAILS

A-311

LOW V / SECURITY DRAWINGS

PART OF BID PACKAGE INCLUDES: THE MALL AT SHORT HILLS HANDBOOK

NOTE:OF BID PACKAGE INCLUDES: PART THE MALL AT MLLWORK DRAWINGS SHORT HILLS ISSUED HANDBOOK FOR REFERENCE ONLY

RICHARD H. LEWIS ARCHITECT 444 CENTRAL PARK WEST TEL: 212 865-5661

NEW YORK NY 10025 FAX: 212 865-5707

MILLWORK DETAILS - DISPLAY L1, L2 MILLWORK DETAILS - DISPLAY L3, L4

MEZZANINE

A-414 A-415

TELECOMMUNICATION CONDUIT LAYOUT

IS S

CONSTRUCTION PLAN FURNITURE / FIXTURES / EQUIPMENT PLAN

FIRST FLOOR T-206

A-101 A-102

SCHEDULES NOTES AND DRAWING LIST

ARCHITECTURAL DRAWINGS

PROJECT RESPONSIBILITY MATRIX

PROJECT INFORMATION / CONTACTS TENANT:

FRETTE SPACE #B252 The Mall at Short Hills 1200 Morris Turnpike Short Hills, NJ 07078

PROJECT INFORMATION / BUILDING DEPARTMENT

GENERAL CONTRACTOR: TBD

ALTERATION TYPE 2 NO CHANGE OF USE, EGRESS OR OCCUPANCY INTERIOR WORK ONLY

CONTACT: Paolo Brando T: C: F: E: archibrando@tiscali.it

BUILDING OWNER: TAUBMAN

CONTACT: Russell Schoenrath Senior Tenant Coordinator

ARCHITECT:

RICHARD H LEWIS ARCHITECT 444 Central Park West New York NY 10025 CONTACT:

200 East Long Lake Road, Suite 300 Bloomfield Hills, MI 48304-2324

Richard H Lewis T: 212-865-5661 F: 212-865-5707 E: richardhlewis@richardhlewis.com

ALTERATION TYPE 2 NO CHANGE OF USE, EGRESS OR OCCUPANCY, INTERIOR WORK ONLY

T: 248.258.7438, F: 248.258.7301 E: rschoenrath@taubman.com

PROJECT INFORMATION / DATA PROJECT DATA:............................................................TENANT ALTERATION BUILDING ADDRESS:....................................................The Mall at Short Hills 1200 Morris Turnpike Short Hills, NJ 07078

CONTROLLED INSPECTIONS TO APPLICATION -

GENERAL CONSTRUCTION (OT) MECHANICAL SYSTEMS INSTALLER / ENGINEER VENTILATION VENTILATION - AIR CONDITIONING

SECOND FLOOR SALES AREA:................................................................610 S.F. STORAGE/SHIPPING AREA:........................................110 S.F. TOTAL GROSS FLOOR AREA:....................................720 S.F.

PLUMBING SYSTEMS (1) UNISEX BATHROOM PROVIDED.

CODE COMPLIANCE AND NOTES 1. TEMPERED GLASS AND OTHER TYPES OF GLASS BEING USED IN THIS PROJECT SHALL MEET THE TEST REQUIREMENTS FOR SAFETY GLAZING WHERE REQUIRED PER ANSI-Z-97 2. ALL FINISHES SHALL BE CLASS 1 AND SHALL BE NOT LESS RESISTANT TO FLAME SPREAD THAN CLASS 1 MATERIALS HAVING A FLAME SPREAD RATING OF 0-25, EXCPET INTERIOR TRIM.

WORK TYPES UNDER THIS APPLICATION -

ARCHITECTURAL (OT) MECHANICAL SPRNKLER FIRE ALARM

3. FIRE PROTECTION SYSTEM TO REMAIN OPERATIONAL DURING DEMOLITION AND CONSTRUCTION. 4. IF REQUIRED: PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT, SUCH AS STANDPIPES, SPRINKLER SYSTEMS, & FIRE ALARM SYSTEMS, MUST BE SUBMITTED TO & APPROVED BY THE FIRE PREVENTION BUREAU BEFORE THIS EQUIPMENT IS INSTALLED.

LOCAL CODES

SCOPE OF WORK INCLUDES: NEW INTERIOR CONSTRUCTION BUILD OUT, WITH RETAIL FIXTURING AND A NEW STOREFRONT. SCOPE ALSO INCLUDES MECHANINCAL, ELECTRICAL, PLUMBING AND SPRINKLER FOR THE NEW INTERIOR SCOPE. CONTRACTOR SHALL PROVIDE ALL LABOR, MAERIALS, EQUIPMENT AND SERVICES REQUIRED FOR A COMPLETE OPERATIONAL STORE IN ACCORDANCE WITH THE DRAWINGS AND THE SPECIFICATION. CONTRACTOR AND HIS SUB-CONTRACTORS SHALL REVIEW ALL PLANS AT THE TIME OFBIDDING FOR COMPLIANCE WITH CODE AND ENGINEERING REQUIREMENTS AS WELL AS OTHER REGULATIONS AND ORDINANCES HAVING JURISDICTION OVER THE SPECIFICATIONS PRIOR TO SUBMITTING HIS BID. BY SUBMITTING HIS BID, CONTRACTOR ACKOWLEDGES HAVING REVIEWED THE PLANS AND THE SPECIFICATIONS AND MADE THE NECESSARY FIELD INSPECTIONS SO THAT ALL COSTS NECESSARY IN PERFORMING THE WORK ARE INCLUDED IN HIS BID. SHOULD THE CONTRACTOR FAIL TO DO SO, HE WILL NOT BE ENTITLED TO ANY EXTRAS. GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ATJOB SITE AND NOTIFY THE OWNER OF ANY DISCREPANCIES FOR CLARIFICATION PRIOR TO STARTING ANY PORTION OF THE WORK. 2. CONTRACTOR, IN HIS VISIT TO THE JOB SITE PRIOR TO THE BIDDING, SHALL INCLUDE WIHTIN HIS BID, AND NOTE IN WRITING, AND COST ADJUSTMENTS NECESSARY FOR FIELD CONDITIONS DIFFERENT THAN SHOWN ON DRAWINGS. ADDITIONAL EXPENSES WILL NOT BE ACCEPTED FOR OBVIOUS ITEMS OF DISCREPANCIES NOT INCLUDED WITHIN CONTRACTOR'S BID. 3. THE AGREEMENT BETWEEN OWNER AND CONTRACTOR SHALL BE "AIA DOCUMENT A107, ABBREVIATED FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR, 1987 EDITION". 4. THE CONTRACTOR SHALL SUBMIT A COMPLETED AND ITEMIZED LISTING OF ALL WORK INCLUDED WITHIN HIS BID. 5. ALL WORK SHALL BE IN FULL AND STRICT COMPLIANCE WITH ALL GOVERNING CODES AND AGENCIES HAVING JURISDICTION, AS WELL AS THE MALL'S (LANDLORD'S) REQUIREMENTS. 6. CONTRACTOR SHALL COORDINATE WORK AND INSTALLATION OF ALL PORTIONS OF THE PROJECT, AND COORDINATE THE WORK OF ALL TRADES AND SUB-CONTRACTORS INVOLVED IN THE PROGRESS OF THE WORK, WHETHER CONTRACTOR BY THE CONTRACTOR OR BE TENANT/OWNER. 7. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 8. CONTRACTOR SHALL PROVIDE NOTARIZED CERTIFICATE OF INSURANCE. 9. CONTRACTOR SHALL BECOME FAMILIAR AND ABIDE WITH ALL OF THE CONSTRUCTION POLICIES AND PROCEDURES ESTABLISHED BY THE MALL (LANDLORD) AND GOVERNING AUTHORITIES. HE SHALL ALSO COORDINATE HIS ACTIVITIES DURING CONSTRUCTION WITH THE LANDLORD'S PROJECT MANAGER. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY UTILITIES CONNECTIONS AND PAYMENT OF ALL UTILITY CHARGES, PERMITS AND FEES APPLICABLE TO THE PERFORMANCE OF THE PROJECT. 11. CONTRACTOR TO PROVIDE ALL NECESSARY BLOCKING AND FRAMING ABOVE FINISH CEILING. ALL ANCHORAGE THROUGH CEILING MUST BE CARRIEDTO STRUCTURE ABOVE. ALL FRAMING ABOVE CEILING SHALL BE NON-COMBUSTIBLE BEARING U.S. LABEL TREATMENT STAMPS. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES REQUIRED BY LANDLORD. COORDINATE WITH MALL MANAGEMENT AND LEASE. 13. ALL SLOTTED STANDARDS TO BE RECESSED IN FIRE CODE MATERIALS.CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY IN-WALL REINFORCEMENT REQUIRED TO CARRY SHELF, HANGING AND BALANCE LOADS APPLIED TO STANDARDS. 14. ALL PLAN DIMENSIONS ARE TO FACE FINISHES UNLESS OTHERWISE NOTED. 15. ALL MATERIALS AND/OR ASSEMBLIES SHALL BE PROVIDED, STORED AND INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 16. CONTRACTOR SHALL PERFORM THE REQUIRED WORK TO PRODUCE THE PROJECT IN ACCORDANCE WITH DRAWINGS, SPECIFICATIONS AND CONTRACT AGREEMENT, WITH EXCEPTIONS OF MATERIALS OR WORK INDICATED AS N.I.C. 17. "OR EQUAL" OR "EQUIVALENT" SHALL BE SUBJECT TO THE LANDLORD AND OWNER'S WRITTEN APPROVAL. THIS SHALL APPLY TO ALL ITEMS SPECIFIED BY MANUFACTURER AND/OR NUMBER. 18. PLANS AND SPECIFICATIONS MAY NOT CONFIRM TO GOVERNING CODES AND REGULATIONS; CONTRACTOR SHALL BE RESPONSIBLE TO MAKE CONFORMING CHANGES, BUT ONLY AFTER OWNER'S WRITTEN APPROVAL. -

ALL FRAMING SHALL BE NON-COMBUSTIBLE, BEARING U.S. LABEL TREATMENT STAMPS. ALL INTERIOR MATERIALS TO BE CLASS "C" FLAME SPREAD. PROVIDE ONE FIRE EXTINGUISHER PER 3,000 SQ.FT. OR LESS/ ALL WORK SHALL BE IN FULL COMPLIANCE WITH THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT MAXIMUM DIFFERENCE IN FLOOR LEVELS SHALL NOT EXCEED 1/

(ADA)

Governing Codes : UNIFORM CONSTRUCTION CODE STATE OF NEW JERSEY 1. International Building Code -NJ ed., 2009 2. Barrier-Free Subcode – NJAC 5:23-7/ANSI A117.1-2003 3. National Standard Plumbing Code, 2009 4. National Electrical Code, 2008 5.International Energy Conservation Code, 2009 ASHRAE 90.1-2007 (Commercial) 6.International Mechanical Code, 2009

REV DATE

DESCRIPTION

- N/A

MALL MAP

KEY PLAN

LIGHTING DESIGNER

LOCATION PLAN Mall Address: The Mall at Short Hills 1200 Morris Turnpike Short Hills NJ, 07078

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

Use group: Mercantile use: 2nd Floor Retail store,storage and stock CONST. TYPE: Type 2B [Un-protected] Fully Sprinklered

D STRUCTURAL ENGINEER

Site Location The Mall at Short Hills Space # B-252 1200 Morris Turnpike, Short Hills, NJ 07078

MEP ENGINEER C

Occupant Load: as per table 1008.1.2 “Max Floor Area Allowances per Occupant”

2nd Floor (retail) 610 sq ft @ 30 sq ft per person = 21 people 2nd Floor (stock and back of house areas) 110 sq ft @ 300 sq ft per person = 1 people Total square footage all floors: 720 sq ft.

Egress Width for stair per occupant: EXISTING EGRESS - NO CHANGE Exiting Requirements: NO CHANGE IN EGRESS 1 exit required for each floor: STORE PLAN COMPLIES. Exit Door Requirements: Door latch release at 15lbs. of force maximum. Door set in force at 30lbs of force maximum. Door swing is full open with 15lbs. of force. Exit doors will be openable from the inside without the use of a key or special knowledge or effort. Minimum required egress door 36"[ 32" Clear] - STORE PLAN COMPLIES. Corridor Requirements: 44” min. corridor width - plan complies. 7’ - 0” clear min. height required - STORE PLAN COMPLIES.

INTERIOR DESIGNER

New FRETTE Space #B-252 (Second Floor) Scale: N.T.S.

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

GENERAL NOTES PROJECT INFORATION SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

SCOPE OF WORK NOTES

SEPARATE RELATED APPLICATIONS

DRAWING BY

CKD BY

DWG No.

T-001 SCALE

As Noted

SHEET

DEMOLITION NOTES

DOB CONSTRUCTION NOTES

DOB STRUCTURAL NOTES

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE

1. PATCH, REPAIR AND/OR REPLACE ALL GYP. BD. AT DAMAGED AREAS. 2. PREPARE ALL SURFACES THAT ARE EXISTING TO REMAIN FOR NEW FINISHES AS NOTED IN DRAWINGS. 3. REMOVE ALL ELECTRICAL, MECHANICAL, HVAC AND PLUMBING NOT INDICATED TO BE REUSED. REMOVE TO MOST REMOTE POINT SUBJECT TO REVIEW BY THE ENGINEER. 4. CONTRACTOR TO NOTIFY ARCHITECT OF ANY POTENTIALLY PROBLEMATIC CONDITIONS ENCOUNTERED AS DEMOLITION PROGRESSES.

D.O.B: CONSTRUCTION NOTES 1. SEPARATE PLAN CHECK SUBMITTALS AND PERMITS ARE REQUIRED FOR THE ELECTRICAL, MECHANICAL, FIRE SPRINKLER, AND PLUMBING PLANS.

D.O.B: STRUCTURAL NOTES: • GENERAL NOTES: ALL NEW WORK SHALL COMPLY WITH THE 1997 EDITION OF THE UNIFORM BUILDING CODE.

2. ALL WORK PERFORMED SHALL CONFORM W/ CURRENT EDITION OF THE UNIFORM BUILDING CODE AS AMMENDED BY THE CITY OF SHORT HILLS, NJ FOR CONSTRUCTION, ELECTRICAL , PLUMBING & MECHANIAL.

TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE SPECIFICALLY DETAILED OR NOTED OTHERWISE ON THE PLANS.

STATE OF NUMBER

NEW JERSEY DATE

THIS DRAWING IS AND WILL REMAIN THE PROPERTY OF THE ARCHITECTS AND ANY REPRODUCTION OR USE FOR ANY BUT THE SPECIFICALLY AGREED UPON PURPOSES WITHOUT THE PRIOR WRITTEN CONSENT OF THE ARCHITECTS, IS STRICTLY PROHIBITED. INFORMATION CONTAINED IN THESE DRAWINGS WAS PREPARED FOR THE SPECIFIC SITE LISTED BELOW. USE OF THESE DRAWINGS FOR ANY OTHER LOCATION OR PROJECT IS STRICTLY PROHIBITED WITHOUT PRIOR WRITTEN CONSENT OF THE ARCHITECTS.

WALL TYPE SCHEDULE ALL WALL CONSTRUCTION AND MATERIALS THAT ARE EXISTING TO REMAIN MUST MEET ALL APPLICABLE CODES FOR FIRE RESISTANCE V.I.F. CONDITIONS OF THESE MATERIALS, AND PATCH, REPAIR AND CLEAN AS REQUIRED BY CONDITIONS. ALL SURFACES TO BE PROPERLY PREPARED FOR NEW FINISHES AS CALLED OUT IN THESE DRAWINGS. WALL SECTIONS ARE CONSTRUCTED BASED ON UL FIRE RESISTANCE RATING U425 FOR ONE HOUR CONSTRUCTION. SEE SPECIFICATION SHEETS FOR MATERIAL SPECIFICATIONS AND INSTALLATION INSTRUCTIONS.

3. EXITS: EXIT SIGNS, EXIT WAYS, STAIRS, AND ELEVATORS MUST BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED. EXIT SIGNS MUST BE INTERNALLY OR EXTERNALLY ILLUMINATED OR SHALL BE OF AN APPROVED SELF-LUMINOUS TYPE. AN EMERGENCY POWER SOURCE SHALL BE PROVIDED FOR EXIT AND EXITWAY ILLUMINATION. 4. DOORS: EXIT DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH OF THE CORRIDOR BY MORE THAN ONE-HALF. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. EXIT DOORS SHALL BE A MINIMUM OF 3’-0” X 6’-8” AND BE CAPABLE OF OPENING 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE EXITWAY IS NOT LESS THAN 32”. DOORS INSTALLED IN A 1-HOUR CORRIDOR SHALL BE 20 MINUTE SELF-CLOSING ASSEMBLY WITH SMOKE GASKETS. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5.0 LBS. FOR EXTERIOR DOORS, 8.5 LBS. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE TO WHICH A DOOR SWINGS SHALL EXTEND 24” PAST THE STRIKE EDGE ON THE DOOR FOR EXTERIOR DOORS AND 18” PAST THE STRIKE EDGE FOR INTERIOR DOORS. ALL EXIT DOORS AND THE MAIN ENTRANCE SHALL REMAIN UNLOCKED FROM THE INSIDE DURING BUSINESS HOURS. 5. FLOORS: ALL FLOOR SURFACES SHALL MEET APPLICABLE ASTM REQUIREMENTS FOR SLIP RESISTANCE. TEST RESULTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT BEFORE INSTALLATION. 6. PARTITIONS: INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH CAL UBC CHAPTER 8, INCLUDING FLAME SPREAD AND SMOKE DENSITY RATINGS.INTERIOR WALL & CEILING FINISHES SHALL COMPLY W/ UBC 803 IN THAT FLAME SPREAD & SMOKE DENSITY SHALL COMPLY W/ STANDARDS. DRAFT STOPS SHALL BE INSTALLED IN FLOORS CEILINGS ASSEBLIES IN COMBUSTABLE CONSTRUCTION. FURNISH AND INSTALL ALL GYPSUM DRYWALL AND SYSTEMS COMPLETE WITH PARTITION FRAMING, CEILING SUSPENSION SYSTEMS AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS AND/OR AS SPECIFIED. INSTALL ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. ALL GYPSUM DRYWALL SHALL BE 5/8” THICK FIRE CODE TYPE “X” UNLESS OTHERWISE NOTED. WALLS & PARTITIONS OF 1HR FIRE RATING SHALL WITHSTAND LATERIAL LOADS OF 5PSI AS PER UBC 1610.2. • CONSTRUCTION TYPE IS CLASS 1: ALL MATERIALS SHALL BE NON-COMBUSTABLE (FIRE TREATED WOOD, CLASS 1 FLAME SPREAD FOR INSUALTION, CEILING, TILE, ETC... 7. ELECTRICAL: THE CENTER OF RECEPTACLE OUTLETS SHALL BE NOT LESS THAN 15” ABOVE THE FINISHED FLOOR. THE CENTER OF ROOM LIGHT SWITCHES SHALL BE NOT LESS THAN 36” OR MORE THAN 48” ABOVE THE FINISHED FLOOR. 8. PLUMBING: FAUCET CONTROLS AND OTHER OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL NOT BE GREATER THAN 5 LBS. LEVER OPERATED AND PUSH TYPE ARE ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. WATER CLOSETS & URINALS SHALL BE ULTRA LOW FLOW. 9. ALL F.F.& E. TO BE BY OWNER. 10.TOILET ROOMS: SEPARATE MEN;S & WOMEN'S WASHROOM SHALL BE PROVIDED AS PER SECTION 290.3, UBC & DISABLED ACCESS (T-24) CODE REGULATIONS. • WALL FINISHES TO BE TILE & STONE MATERIALS FOR FLOORS & WALLS W/ MINIMUM BASE/WALL HEIGHT OF 48"AFF MAINTAINED. TILE TO BE THIN SET ONTO MR/(GREEN BOARD) DRYWALL. STONE TO BE SET W/ CEMENT BACKER-BOARD AS PER SECT 1403,UBC. ALL EXPOSED WALL SURFACES TO BE PAINTED MR (GREEN BOARD) DRYWALL. 11.GLAZING + MIIRRORS: ALL GLASS & MIRRORS 18" AFF OR LESS & MIRRORS W/IN 24" OF ANY DOOR SHALL BE TEMPERED SECT 2406, UBC. NOTE: 1. G.C. TO SCHEDULE DEMOLITION & NEW CONSTRUCTION WORK IN ACCORDANCE W/ MALL REGULATIONS & REQUIREMENTS. AND, ARRANGE A PRE-CONSTRUCTION MEETING W/ MALL TENANT CONSTRUCTION COORDINATOR PROIR TO START OF WORK & DISCUSS CONSTRUCTION SCHEULE IN FULL DETAIL.

THE CONTRACTOR SHALL ENSURE THAT ALL WALLS, FLOORS, STEEL BEAMS & SUPPORTS & ROOFS ARE SECURELY SHORED AND BRACED AT ALL TIMES DURING CONSTRUCTION. SHORING AND BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURAL DRAWINGS SHOW ONLY THE NEW STRUCTURAL MEMBERS. ARCHITECTURAL, MECHANICAL, ELECTRICAL, NON-STRUCTURAL, AND OTHER TRADES WHICH REQUIRE SPECIAL PROVISIONS DURING THE CONSTRUCTION OF STRUCTURAL WORK ARE NOT SHOWN. EXISTING CONDITIONS, AS SHOWN ON THESE PLANS, ARE FOR REFERENCE ONLY. CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL RESOLVE ANY CONFLICTS ON THE PLANS WITH THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. ANY DEVIATION FROM THE APPROVED SET OF STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO INSTALLING THE WORK CONTRACTOR SHALL KEEP ALL APPROVED PLANS AND PERMITS AT THE JOB SITE. PERIODIC SITE VISITS BY THE STRUCTURAL ENGINEER AND DEPUTY INSPECTOR DO NOT GUARANTEE CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS OR CONSTITUTE SUPERVISION OF CONSTRUCTION MEANS AND METHODS. • ANCHOR NOTES: DRILL AND EPOXY ANCHORS INSTALLED IN CONCRETE SHALL BE SIMPSON SET EPOXY ADHESIVE ANCHORS, IN ACCORDANCE WITH LOCAL CODE FOR EARTHQUAKE & HURICANE / TORNADO REQUIREMENTS. RESEARCH REPORT #25279. ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND ICBO/LARR REQUIREMENTS. ALL DOWELS SHALL BE FREE OF DUST, GREASE AND OTHER MATERIALS WHICH IMPAIR BOND. SHOT PINS AT NON BEARING PARTITION WALL SILL PLATES TO CONCRETE SLABS AND STEEL BEAMS SHALL BE HILTI DN72 POWDER ACTUATED FASTENERS, ATLANTA & STATE CODE , FOR USE IN WOOD AND CONCRETE. FASTENER SHALL BE DRIVEN THROUGH A 7/8" MIN DIAMETER, 5/64" THICK WASHER. FASTENERS DRIVEN INTO EXISTING STEEL SHALL BE OF SUFFICIENT LENGTH TO PENETRATE THE STEEL 1/4" MIN. POWDER ACTUATED AND EXPANSION TYPE ANCHORS SHALL NOT BE USED ON ANY MASONRY CONSTRUCTION. EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT LL IN ACCORDANCE W/ LARR @25226. ANCHORS SHALL BE INSTALLED AS PER UCBO / LARR REQUIREMENTS. ALL ANCHORS, CLIPS, FASTENERS SUPPORT SHALL BE GALVANIZED STEEL. • STRUCTURAL STEEL FABRICATE AND ERECT STRUCTURAL STEEL IN COMPLIANCE WITH THE LATEST EDITION OF AISC "LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND L.A.B.C. CHAPTER 22, DIVISION VIII. ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS: * SHAPES, PLATES: ASTM A572 OR ASTM A992, GRADE 50 * RODS: ASTM A36 * STEEL PIPE: ASTM A53 GRADE B * STEEL TUBE: ASTM A 500 GRADE B * BOLTS: * BEAM TO BEAM / BEAM TO COLUMN CONNECTIONS: ASTM A307 CONTRACTOR SHALL SUBMIT STRUCTURAL STEEL SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. DRAWINGS SHALL BE PREPARED BY COMPETENT DETAILERS IN ACCORDANCE WITH AISC GUIDELINES. INDICATE CLEARLY THE SIZE, LENGTH, AND GRADE OF STEEL FOR EACH COMPONENT: THE TYPE OF CONNECTION, INCLUDING SIZE AND LOCATION OF BOLT HOLES, AND WELD SIZE AND TYPE; AND THE LOCATION OF EACH PIECE. STRUCTURAL STEEL FABRICATION SHALL BE PERFORMED BY A FABRICATOR LICENSED BY THE BUILDING DEPARTMENT. HOLES IN STEEL SHALL BE DRILLED 1/16" LARGER THAN THE SPECIFIED BOLT DIAMETER. DO NOT ENLARGE BY BURNING. BASE PLATE HOLES SHALL NOT BE OVERSIZED UNLESS APPROVED BY THE ENGINEER. PROVIDE BEAM CAMBER WHERE INDICATED ON DRAWINGS. SET BEAMS WITH NATURAL CAMBER UP. ALL FLANGE STIFFENER PLATES SHALL BE ORIENTED SO THAT THE ROLLING DIRECTION OF THE PLATE IS PARALLEL WITH THE DIRECTION OF PRINCIPAL STRESSES.

3. ALL WIRING ABOVE CEILING INCLUDING LOW VOLTAGE, TELEPHONE, AND MUSICAL MUST BE IN CONDUIT OR AN APPROVED TEFLON WIRE BY THE CITY OF SHORT HILLS, NJ.

ALL WELDERS SHALL BE CERTIFIED BY THE CITY BUILDING DEPARTMENT. WELDING OF STRUCTURAL STEEL SHALL BE BY MANUAL SHIELD METAL ARC OR SUBMERGED ARC PROCESS USING E7018 ELECTRODES. WELD IN ACCORDANCE WITH AWS D1.1-2000 STANDARDS. PROVIDE AISC MIN WELDS WHERE SIZE IS NOT INDICATED.

4. SUBMIT AN AIR BALANCING REPORT UPON JOB COMPLETION

AFTER FABRICATION, STEEL SHALL BE CLEAN, FREE OF RUST, LOOSE MILL SCALE AND OIL.

5. MECHANICAL DUCT INSTALLATION MUST CONFORM TO THE MALL AT SHORT HILLS DESIGN CRITERIA

PRIME PAINT ALL STEEL WITH 1 COAT OF TNEMEC 1099, OR APPROVED EQUAL, WITH DRY FILM THICKNESS OF 2 MILS MIN. PRIME AREAS AT BOLTED AND WELDED CONNECTIONS FOLLOWING INSPECTION AND APPROVAL. FINISH PAINT PER ARCHITECTURAL REQUIREMENTS.

2. ALL WIRING TO BE COPPER & IN CONDUIT

PROVIDE GALVANIZED STEEL WHERE INDICATED ON DRAWINGS. FIELD TOUCH UP WITH ZINC CHROMATE PRIMER. FINISH PER ARCHITECTURAL. STEEL CAST IN CONCRETE SHALL BE FREE OF PAINT AND IMPURITIES THAT WOULD IMPAIR BOND. GROUT UNDER BASE PLATES SHALL BE NON SHRINK, NON METALLIC GROUT, "5 STAR" BY U.S. GROUT CO. (OR APPROVED EQUAL), WITH MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS,

DOB DEMOLITION NOTES • LIGHT GAUGE METAL FRAMING ALL STUD / JOIST / TRACK MATERIAL TO COMPLY WITH METAL STUD MANUFACTURERS ASSOCIATION REQUIREMENTS, L.A. CITY STANDARD PLAN 512, OR APPROVED EQUAL. ALL STUDS, JOISTS, TRACK, AND CONNECTING DEVICES SHALL BE GALVANIZED STEEL. 18 GA. AND LIGHTER SECTIONS SHALL BE FY=33 KSI, CONFORMING TO ASTM A446 GRADE A, OR ASTM A 570. 16 GA. AND HEAVIER SECTIONS SHALL BE FY=50 KSI STEEL, CONFORMING TO ASTM A446 GRADE D OR ASTM A570. BUTT WELDS, SCREWED LAPS OR WELDED SPLICES SHALL BE USED AT ALL TRACK SPLICES. SPLICES SHALL NOT BE PERMITTED IN STUDS, JOISTS OR BRACES. ALL WELDS SHALL BE BUTT, SEAM, OR PLUG WELDS. WHERE STUDS ARE BURNED THROUGH BY WELDING, PROVIDE SUITABLE STITCH PLATE OF THE SAME GAUGE. ALL WELDING SHALL BE PERFORMED WELDERS CERTIFIED BY THE BUILDING DEPARTMENT FOR LIGHT GAUGE WELDING, FOR THE TYPE OF WELDING INDICATED ON THE DRAWINGS. WELDING RODS SHALL CONFORM TO THE FOLLOWING: * 18 GA. AND LIGHTER TO SHEET: E60XX * 16 GA. AND HEAVIER TO SHEET: E70XX OR E6013 MECHANICAL ANCHORS SHALL BE GALVANIZED SELF DRILLING SHEET METAL SCREWS, DARTS BRAND AS MANUFACTURED BY COMPASS INTERNATIONAL, IN ACCORDANCE WITH L.A. CITY R.R. NO. 25294, AS FOLLOWS (OR APPROVED EQUAL): * FRAMING SCREWS: #8 X 3/4" LONG / MODIFIED TRUSS HEAD, SELF DRILLING, DARTS PRODUCT NO.: 47040 * PLYWOOD SHEAR WALLS: #8X1" MIN LONG BUGLE HEAD PILOT SELF DRILLING, MIN HEAD DIA. = 0.292", DARTS PRODUCT NO.: 48260 * PLYWOOD FLOOR SHEATHING: #8X 1-1/2" LONG FLAT HEAD SELF DRILLING, MIN HEAD DIA. = 0.292" * BOLTS: ASTM A307. DRILL HOLES 1/16" MAX OVERSIZE IN STEEL FRAMING. PROVIDE WASHERS UNDER ALL NUTS. PROVIDE (2) #8 SHEET METAL SCREWS MIN. AT EACH POINT OF ATTACHMENT OF STUDS TO TRACK AND JOISTS TO TRACK. FIT STUDS TIGHT TO TRACK. DO NOT REMOVE, CUT, NOTCH OR RELOCATE LOAD BEARING STUDS, JOISTS, AND OTHER STRUCTURAL MEMBERS WITHOUT ARCHITECT OR ENGINEER'S APPROVAL. ALIGN AND PLUMB FRAMING WITHIN TOLERANCES SPECIFIED FOR ENTIRE HEIGHT AND LENGTH OF UNBROKEN ELEVATION: * POSITION: +1/4" MAX. VARIATION FROM DESIGN LOCATION. * ALIGNMENT: 1/8" IN 8'-9"; 1/4" MAX. IN ANY CONTINUOUS LINE OR SURFACE. * SURFACE PLANE: 1/8" IN 12' MAX. VARIATION IN TRUE SURFACE PLANE ACROSS FACES OF FRAMING MEMBERS TO RECEIVE GYPSUM OR PLYWOOD SHEATHING, OR EXPOSED SURFACE MATERIAL. • TIMBER- FIRE RETARDENT TREATED PLYWOOD: PLYWOOD SHEATHING SHALL BE APA RATED SHEATHING BONDED WITH EXTERIOR GLUE, AND CONFORMING TO PRODUCT STANDARD PS I-95 OF THE US DEPARTMENT OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION. SEE PLANS AND DETAILS FOR TYPE OF PLYWOOD. • SPECIAL INSPECTION CONTINUOUS INSPECTION BY AN INDEPENDENT REGISTERED DEPUTY INSPECTOR HIRED BY THE OWNER AND APPROVED BY THE OWNER'S REPRESENTATIVE AND THE BUILDING DEPARTMENT SHALL BE PROVIDED FOR THE FOLLOWING WORK: * STRUCTURAL STEEL: DURING STRUCTURAL STEEL FIELD WELDING, HIGH STRENGTH BOLTING, U.T. INSPECTION OF FULL PENETRATION WELDS. AND DURING BASE PLATE GROUTING. * ANCHORS: DURING INSTALLATION OF DRILL, EPOXY ANCHORS & EXPANSION ANCHORS. THE REGISTERED DEPUTY INSPECTOR SHALL SUBMIT TEST AND INSPECTION REPORTS STATING COMPLIANCE OR NON COMPLIANCE WITH THE CONTRACT DOCUMENTS TO THE BUILDING DEPARTMENT, OWNER, AND ENGINEER. CONTRACTOR SHALL REIMBURSE THE OWNER FOR COSTS RELATED TO TESTS AND INSPECTIONS OF UNIDENTIFIABLE MATERIALS, OR MATERIALS FURNISHED WITHOUT CERTIFIED LABORATORY TEST RESULTS, MATERIALS FOUND DEFICIENT AFTER INITIAL TESTS AND INSPECTIONS, OR MATERIALS REPLACING DEFICIENT MATERIALS. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OF FAILURE TO COMPLY WITH THE PLANS OR SPECIFICATIONS. ANY DETAIL WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ENGINEER FOR INTERPRETATION OR CLARIFICATION.

• STRUCTURAL OBSERVATION STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN ACCORDANCE WITH MGD 110. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETE STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT WAVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR OR DEPUTY INSPECTOR. THE OWNER SHALL EMPLOY A CIVIL OR STRUCTURAL ENGINEER OR ARCHITECT TO PERFORM THE STRUCTURAL OBSERVATION. THE ENGINEER OR ARCHITECT SHALL BE REGISTERED OR LICENSED IN THE STATE OF CALIFORNIA. THE DEPARTMENT OF BUILDING AND SAFETY RECOMMENDS THE USE OF THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN WHEN THEY ARE INDEPENDENT OF THE CONTRACTOR. THE STRUCTURAL OBSERVER SHALL PROVIDE EVIDENCE OF EMPLOYMENT BY THE OWNER. A LETTER FROM THE OWNER OR COPY OF THE AGREEMENT FOR SERVICES SHALL BE SENT TO THE BUILDING INSPECTOR BEFORE THE FIRST SITE VISIT. THE STRUCTURAL OBSERVER SHALL ALSO INFORM THE OWNER OF THE REQUIREMENTS FOR A PRECONSTRUCTION MEETING, AND SHALL PRESIDE OVER THIS MEETING. THE OWNER OR OWNER'S REPRESENTATIVE SHALL COORDINATE AND CALL FOR A MEETING BETWEEN THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS, AND DEPUTY INSPECTORS. THE PURPOSE OF THE MEETING SHALL BE TO IDENTIFY THE MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT THE VERTICAL AND LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW THE SCHEDULING OF THE REQUIRED OBSERVATIONS. A RECORD OF THE MEETING SHALL BE INCLUDED IN THE FIRST OBSERVATION REPORT SUBMITTED TO THE BUILDING INSPECTOR. THE STRUCTURAL OBSERVER SHALL PERFORM SITE VISITS AT THOSE STEPS IN THE PROGRESS OF THE WORK THAT ALLOW FOR CORRECTION OF DEFICIENCIES WITHOUT SUBSTANTIAL EFFORT OR UNCOVERING OF THE WORK INVOLVED. AT A MINIMUM, THE FOLLOWING SIGNIFICANT CONSTRUCTION STAGES REQUIRE A SITE VISIT AND AN OBSERVATION REPORT FROM THE STRUCTURAL OBSERVER: • CONSTRUCTION STAGE / ELEMENTS OR CONNECTIONS TO BE OBSERVED: * STRUCTURAL STEEL: DURING STRUCTURAL STEEL INSTALLATION. * METAL STUD FRAMING: WHEN FRAMING IS COMPLETE PRIOR TO COVERING WITH FINISHES. * STONE VENEER ANCHORS: AT START OF STONE INSTALLATION THE STRUCTURAL OBSERVER SHALL PREPARE A REPORT OF THE DEPARTMENT FORM B&S 261 FOR EACH SIGNIFICANT STAGE OF THE CONSTRUCTION OBSERVED. THE ORIGINAL OF THE OBSERVATION REPORT SHALL BE SENT TO THE BUILDING INSPECTOR'S OFFICE AND SHALL BE SIGNED AND SEALED (WET STAMP) BY THE RESPONSIBLE STRUCTURAL OBSERVER. ONE COPY OF THE OBSERVATION REPORT SHALL BE ATTACHED TO THE APPROVED PLANS. THE COPY ATTACHED TO THE PLANS NEED NOT BE SEALED BUT SHALL BE SIGNED BY THE RESPONSIBLE STRUCTURAL OBSERVER OR THEIR DESIGNEE. COPIES OF THE REPORT SHALL ALSO BE GIVEN TO THE OWNER, CONTRACTOR, AND DEPUTY INSPECTOR. A FINAL OBSERVATION REPORT MUST BE SUBMITTED WHICH SHOWS THAT ALL OBSERVED DEFICIENCIES WERE RESOLVED AND THE STRUCTURAL SYSTEM GENERALLY CONFORMS WITH THE APPROVED PLANS AND SPECIFICATIONS. THE DEPARTMENT OF BUILDING AND SAFETY WILL NOT ACCEPT THE STRUCTURAL WORK WITHOUT THIS FINAL OBSERVATION REPORT AND THE CORRECTION OF SPECIFIC DEFICIENCIES NOTED DURING NORMAL BUILDING AND DEPUTY INSPECTION. THE STRUCTURAL OBSERVER SHALL SEND THE ORIGINAL OBSERVATION REPORT TO THE FOLLOWING BUILDING DEPATMENT INSPECTION OFFICE, AS REQUIRED BY CODE. WHEN THE OWNER ELECTS TO CHANGE THE STRUCTURAL OBSERVER OF RECORD, THE OWNER SHALL: * NOTIFY THE BUILDING INSPECTOR IN WRITING BEFORE THE NEXT INSPECTION * CALL AN ADDITIONAL PRECONSTRUCTION MEETING, AND * FURNISH THE REPLACEMENT STRUCTURAL OBSERVER WITH A COPY OF ALL PREVIOUS OBSERVATION REPORTS. THE REPLACEMENT STRUCTURAL OBSERVER SHALL APPROVE THE CORRECTION OF THE ORIGINAL OBSERVED DEFICIENCIES UNLESS OTHERWISE APPROVED BY PLAN CHECK SUPERVISION. THE POLICY OF THE DEPARTMENT SHALL BE TO CORRECT ANY PROPERTY NOTED DEFICIENCIES WITHOUT CONSIDERATION OF THEIR SOURCE. THE ENGINEER OR ARCHITECT OF RECORD SHALL DEVELOP ALL CHANGES RELATING TO THE STRUCTURAL SYSTEMS. THE BUILDING DEPARTMENT SHALL REVIEW AND APPROVE ALL CHANGES TO THE APPROVED PLANS AND SPECIFICATIONS. CONTRACTOR SHALL ADVISE STRUCTURAL OBSERVER AT LEAST 24 HOURS PRIOR TO ANY REQUIRED SITE VISIT.

D.O.B: DEMOLITION NOTES

1. SCOPE OF WORK: DEMOLISH ITEMS AS INDICATED ON DRAWINGS. 2. STANDARDS: EXCEPT AS MODIFIED BY GOVERNING CODES & BY THIS SPECIFICATION, COMPLY WITH THE APPLICABLE PROVISIONS & RECOMMENDATIONS OF THE FOLLOWING: "AMERICAN STANDARD SAFETY CODE FOR BUILDING CONSTRUCTION," ANSI A10.2 OF THE AMERICAN NATIONAL STANDARDS INSTITUTE, & "SAFETY REQUIREMENTS FOR DEMOLITION," ANSI A10.6 OF THE AMERICAN NATIONAL STANDARDS INSTITUTE. 3. PRECAUTIONS: PROVIDE, ERECT, AND MAINTAIN LIGHTS, BARRIERS AND ALL OTHER ITEMS AS REQUIRED FOR THE PROPER PROTECTION OF ADJACENT CONSTRUCTION AND THE WORKMEN ENGAGED IN DEMOLITION AND CONSTRUCTION AS WELL AS PASSERS-BY ON PUBLIC WALKWAYS. PROVIDE AND MAINTAIN TEMPORARY PROTECTION OF THE EXISTING STRUCTURE DESIGNATED TO REMAIN WHERE DEMOLITION AND REMOVAL WORK IS BEING DONE, CONNECTIONS MADE, MATERIALS HANDLED, OR EQUIPMENT MOVED. BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE, FIXTURES AND FITTINGS, APPURTENANCES, OR CONTENTS BY REASON OF THE INSUFFICIENCY OF PROTECTION PROVIDED. PROVIDE AND MAINTAIN WEATHER PROTECTION AT EXTERIOR OPENINGS SO AS TO FULLY PROTECT THE INTERIOR PREMISES AGAINST ALL DAMAGE FROM THE ELEMENTS. DURING DEMOLITION CONTROL DUST WITH GREEN SWEEPING COMPOUND OR BY LIGHTLY WATERING DOWN DEBRIS. ERECT DUST PROOF PARTITIONS OR BARRIERS TO PREVENT THE SPREAD OF DUST.

ALTERATION TYPE 2 NO CHANGE OF USE, EGRESS OR OCCUPANCY, INTERIOR WORK ONLY

4. WORKMANSHIP: WHERE EXISTING WALLS & CEILINGS ARE TO REMAIN, LEAVE EDGES OF EXT'G MATERIALS NEAT, SHARP, & FIRMLY IN PLACE SO THAT NEW MATERIALS CAN BE PROPERLY AND NEATLY ADJOINED TO OLD. 5. DEMOLITION: ALL PARTITIONS, CEILINGS, FLOORS, DOORS, FRAMES, HARDWARE, LIGHTING FIXTURES, A.C. EQUIPMENT, AND DUCTWORK INDICATED ON DRAWINGS AS HEAVY DOTTED & / OR TAGGED BY OWNER OR ARCHITECT SHALL BE DEMOLISHED OR REMOVED TO BE SAVED FOR POSSIBLE REUSE. REMOVE ALL DEBRIS, PARTITIONS, CEILINGS, FLOOR CONSTRUCTION, DOORS, FRAMES AND HARDWARE, LIGHTING FIXTURES, PLUMBING FIXTURES AND LINES, ELECTRICAL LINES AND WIRING DEVICES AS REQUIRED TO ACHIEVE FINAL PLANS. ALL ITEMS SPECIFICALLY DESIGNATED FOR REUSE, BUT DAMAGED IN THE COURSE OF WORK PERFORMED UNDER THE GENERAL CONTRACT OR OTHERWISE UNUSABLE SHALL BE REPLACED BY ITEMS OF EQUAL QUALITY AND APPEARANCE AT NO EXPENSE TO THE OWNER. DO ALL CUTTING, INCLUDING CHASES, AS REQUIRED FOR PLUMBING, MECHANICAL AND STRUCTURAL WORK. REMOVE ANY DUCTWORK AND ASSOCIATED MECHANICAL DEVICES AND EQUIPMENT. REMOVE ALL WINDOW CURTAINS, DRAPERY, AND ASSOCIATED HARDWARE. NO STRUCTURAL ELEMENTS SUCH AS COLUMNS, STRUCTURAL WALLS, FLOOR JOISTS OR BEAMS SHALL BE NOTCHED OR CUT UNLESS OTHERWISE IDENTIFIED BY ARCHITECT / STRUCTURAL ENGINEER.

REV DATE

DESCRIPTION

6. ITEMS TO BE REUSED: A. SAVE ALL PLUMBING FIXTURES AND FITTINGS FOR REUSE. REMOVE AND STORE THESE ITEMS INDICATED TO BE RELOCATED. LABEL ALL REMOVED FIXTURES AND FITTINGS WITH PLACE OF ORIGIN. B. SAVE ALL DOORS FRAMES AND HARDWARE FOR REUSE. REMOVE AND STORE THESE ITEMS INDICATED TO BE RELOCATED. LABEL ALL REMOVED DOORS AND HARDWARE WITH PLACE OF ORIGIN. C. SAVE ALL APPLIANCES AND STORE ON SITE FOR OWNER 7. ALL DEBRIS AND PRODUCTS OF DEMOLITION NOT DESIGNATED FOR REUSE AND/OR DELIVERY TO THE OWNER SHALL BE REMOVED FROM THE PREMISES AND LEGALLY DISPOSED OF. THE DESIGNATION OF ITEMS TO BE SAVED SHALL OCCUR PRIOR TO COMMENCEMENT OF DEMOLITION. 8. FURNISH AND INSTALL ALL SHORING AS MAY BE REQUIRED FOR DEMOLITION OF THE EXISTING STRUCTURE AND THE INSTALLATION OF NEW WORK. ALL SHORES SHALL REMAIN IN PLACE UNTIL NEW BEARING MATERIAL HAS BEEN INSTALLED AND WEDGED IN PLACE. 9. MECHANICAL: REMOVE ELECTRICAL, PLUMBING, HVAC & KITCHEN EQUIPMENT AS REQUIRED. ITEMS TAGGED TO BE RELOCATED OR SAVED SHALL BE COMPLETE ASSEMBLIES. NOTE: DURING THE ENTIRE LENGTH OF TIME OF CONSTRUCTION, ALL SPRINKLER COVERAGE, SYSTEMS & LIFE SAFETY EQUIPMENT SHALL BE MAINTAIN & IN OPERATION, ANY WORK ON THESE SYSTEMS SHALL BE RESTORED BY END OF THE WORK DAY OR PROVIDE BACKUP SYSTEM TO MAINTAIN PROPER COVERAGE. A PORTABLE FIRE EXTINGUSHER W/ A RATING OF NOT LESS THAN 2-A SHALL BE PROVIDED W/IN 75FT TRAVEL DISTANCE TO ALL PORTIONS OF THE STORE. 10. ASBESTOS ABATEMENT: DISPOSAL AND CONTAINMENTS OF ASBESTOS MATERIALS FOUND SHALL BE PERFORMED IN ACCORDANCE WITH FILED DOCUMENTATION W/ THE STATE AND LOCAL REGULATIONS BY LICENCED AESBESTOS INVESTGATOR & REMOVAL COMPANY. 11. CLEAN-UP: LEAVE PREMISES CLEAN OF DEBRIS AND IN BROOM CLEAN CONDITION. CLEAN THOROUGHLY ADJACENT SPACES. ALL ITEMS DESIGNATED TO BE SAVED SHALL BE STORED AND COVERED IN DESIGNATED AREA TO BE DETERMINED.

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

GENERAL NOTES DOB / FILING NOTES SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

FILING AND BUILDING NOTES

DRAWING BY

CKD BY

DWG No.

T-002 SCALE

As Noted

SHEET

1. THE “GENERAL CONTRACTOR” (G.C.) SHALL ADHERE TO ALL DESIGN AND CONSTRUCTION CRITERIA INCLUDED IN THESE CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY MODIFIED BY ANY ADDENDUM OR MODIFICATIONS ISSUED PRIOR TO EXECUTION OF A CONTRACT FOR CONSTRUCTION. IN ADDITION, THE G.C. SHALL READ, UNDERSTAND AND OBSERVE THE LANDLORD’S CONSTRUCTION PROCEDURES AND GENERAL RULES. 2. THE G. C. IS RESPONSIBLE FOR ALL WORK INDICATED OR INFERRED ON THESE CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY NOTED “BY OTHERS” AND/OR NOT IN THE CONTRACT. ALSO, IN ADDITION TO HIS SUBCONTRACTORS, THE G.C. IS RESPONSIBLE FOR COORDINATING AND SCHEDULING THE WORK NOTED “BY OTHERS” AND/OR WORK NOT IN THE CONTRACT. 3. FOR THE PURPOSE OF BIDDINGS, PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED SOLELY TO DESCRIBE THE STANDARD OF THE PROJECT OF THE COLOR OF THE FINISH, UNLESS THE ITEMS OF WORK ARE EXPLICITLY NOTED AS NOT HAVING AN EQUAL. A SCHEDULE OF ITEMS TO BE SUBMITTED FOR APPROVAL SHOULD BE ATTACHED TO THE BID BREAKDOWN SHEET WITH A FINAL CUT SHEET PROPOSAL TO BE SUBMITTED TO THE ARCHITECT FOR FINAL APPROVAL, AFTER THE PROJECT AWARD. 4. THE G.C. SHALL VERIFY DIMENSIONS OF THE EXISTING SPACE AND OF ANY EXISTING CONSTRUCTION TO REMAIN BY ACTUAL MEASUREMENT BEFORE ANY WORK IS PERFORMED. THE G.C. SHALL BE RESPONSIBLE FOR CORRECTING ANY AND ALL DISCREPANCIES FOUND AFTER THE WORK IS PERFORMED, AT NO ADDITIONAL EXPENSE TO THE TENANT OR ARCHITECT. ALL DIMENSIONS ARE TO THE FACE OF FINISHED WALL UNLESS OTHERWISE NOTED. ALL ELEVATIONS ARE NOTED FROM FINISH FLOOR ELEVATIONS UNLESS NOTED OTHERWISE. 5. THE G.C. SHOULD VERIFY ALL FINISHED DIMENSIONS. FIELD CONDITIONS ALTERING ANY DIMENSIONS SHOULD BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT. 6. THE G.C. MUST IMMEDIATELY NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS AND SHALL NOT PROCEED OR ALLOW SUBCONTRACTORS TO PROCEED WITH WORK IN THESE AREAS UNTIL SAID DISCREPANCIES ARE RESOLVED. FAILURE TO GIVE NOTICE WILL CAUSE THE TENANT’S CONTRACTOR TO BE HELD RESPONSIBLE FOR THE RESULTS OF SUCH ERRORS, OMISSIONS, OR DISCREPANCIES AND THE COST OF RECTIFYING THE SAME. 7. WHEN CHANGES ARE REQUIRED, DUE TO ANY REASON, NOTIFY THE ARCHITECT IMMEDIATELY AND PRIOR TO PERFORMING ANY OF THE WORK IN THIS AREA. CHANGES THAT ALTER THE CONTRACT AMOUNT MUST HAVE THE WRITTEN AUTHORIZATION OF THE TENANT AND THE ARCHITECT PRIOR TO THE COMMENCEMENT OF SUCH WORK. 8. THE G.C. SHALL SUBMIT TO THE TENANT A MASTER CONSTRUCTION SCHEDULE WITHIN ONE (1) WEEK AFTER THE PROJECT IS AWARDED. THE G.C. SHALL ALSO SUBMIT TO THE LANDLORD AND THE ARCHITECT A LIST OF SUBCONTRACTORS FOR THE PROJECT, INCLUDING NAME, ADDRESS, PHONE NUMBER, AND CONTACT PERSON WITHIN ONE (1) WEEK OF CONTRACT AWARD, LL AND ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES. 9. THE G.C. SHALL PROVIDE THE FOLLOWING SHOP DRAWINGS, SPECIFICATIONS, CUT SHEETS AND/OR SAMPLES TO THE ARCHITECT AND TENANT FOR APPROVAL, NO LATER THAN TWO WEEKS FROM PROJECT AWARD: • A. FIXTURES: COMPLETE SHOP DRAWINGS AND FINISH WOOD SAMPLES FROM FIXTURE CONTRACTOR AS NECESSARY. • B. MECHANICAL: ALL MECHANICAL EQUIPMENT AND DIFFUSER CUTS FROM HVAC CONTRACTOR. • C. HARDWARE: SUBMITTALS FOR ALL ITEMS FROM F.C. & G.C. AS NECESSARY. • D. LIGHT FIXTURES: CATALOG CUTS FOR ALL G.C. & LIGHTING FIXTURE SUPPLIER SUPPLIED LIGHT FIXTURES. • E. PAINT SAMPLES: MANUFACTURER’S PAINT SWATCHES FROM G.C. • F. STOREFRONT SIGNAGE: COMPLETE SIGN SHOP DRAWINGS AND MATERIAL SAMPLES FROM G.C. • G. WOOD SAMPLES: WOOD SAMPLES TO MATCH THOSE SPECIFIED TO G.C. BY THE ARCHITECT. • H. TILE SAMPLES: TILE & GROUT SAMPLES FOR STORE BY G.C. 10. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES AND AT THE HIGHEST STANDARDS OF TRADE PRACTICE. 11. THE G.C. SHALL REMEDY WITHOUT COST TO THE TENANT, ANY DEFECTS DUE TO FAULTY WORKMANSHIP.

17. THE G.C. SHALL CLEAN THE SITE OF ALL UNNECESSARY DEBRIS PRIOR TO STARTING CONSTRUCTION AND SHALL KEEP THE SITE NEAT AND CLEAN AT ALL TIMES. THE G.C. SHALL CLEAN ALL DOORS WINDOW GLASS, INTERIOR AND EXTERIOR WALLS, CEILINGS AND FLOORS, AS WELL AS ALL INSTALLED ITEMS (FIXTURES) BEFORE VACATING THE PREMISES AND TENANT OCCUPANCY. THE G.C. SHALL PROVIDE “WHITE GLOVE” PROFESSIONAL CLEANING. IF UPON TENANT REQUEST G.C. DOES NOT ATTEND TO CLEANING WITH REASONABLE PROMPTNESS OR TO AN ACCEPTABLE STANDARD, CLEANING WILL BE DONE BY OTHERS AND CHARGED TO G.C. 18. FOR THE DURATION OF THE CONSTRUCTION PERIOD THE G.C. SHALL KEEP THE WORK AREA SECURED WHEN UNATTENDED AND SHALL SUPPLY A KEY TO TENANT’S REPRESENTATIVE. 19. THE G.C. WILL PROVIDE AN ON-SITE SUPERINTENDENT FOR THE DURATION OF THE CONSTRUCTION PROJECT.SMOOTH LEVEL FLOOR SURFACE FOR THE INSTALLATION OF ALL FLOORING MATERIALS. PATCH/SHIM ALL AREAS AS NECESSARY SO THAT ALL FLOOR MATERIALS HAVE SMOOTH TRANSITIONS. 20. THE G.C. SHALL PATCH AND REPAIR EXISTING SURFACES AS NECESSARY BEFORE APPLYING NEW FINISHES. ALL SOFT, POROUS FLAKING OR OTHERWISE DEFECTIVE FINISHES WILL BE REMOVED BEFORE APPLICATION OF NEW MATERIALS. OPENINGS, VOIDS OR UNFINISHED SURFACES CREATED BY REMOVAL OR MODIFICATION OF EXISTING WORK SHALL BE FILLED OR PATCHED AND FINISHED AS NECESSARY TO MATCH EXISTING CONTINUOUS SURFACES OR NEW FINISHES REQUIRED. SPECIFICALLY FLOOR SURFACE AT ENTRY SHALL BE LEVELED TO ASSURE SMOOTH SURFACE FOR FINISH FLOOR INSTALLATION. 21. THE G.C. SHALL CUT, DRILL, ALTER, REROUTE, REMOVE OR TEMPORARILY REMOVE AND REPLACE EXISTING WORK AS REQUIRED FOR PERFORMANCE OF WORK DESCRIBED IN THE CONSTRUCTION DOCUMENTS. 22. THE G.C. SHALL LEAVE NO GAPS AND FILL SOLID TO PIPING AND DUCTS TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE DEMISING WALLS. 23. ALL PLYWOOD FRAMING OTHER THAN FURNITURE, FIXTURES AND TRIM SHALL BE PRESSURE TREATED AND FIRE RETARDANT. THE G.C. SHALL PROVIDE LUMBER CERTIFICATES TO THE ARCHITECT AND THE BUILDING OFFICIAL AS REQUIRED. 24. THE G.C. SHALL PROVIDE AND INSTALL ADEQUATE BLOCKING AND BACKING FOR ALL WALL-HUNG AND WALL-SUPPORTED ITEMS, AND SHALL COORDINATE INSTALLATION OF BLOCKING OF BACKING WITH FIXTURE CONTRACTOR WHERE APPLICABLE. 25. ALL HANGERS, CHANNELS, RODS AND OTHER MISCELLANEOUS SUPPORT STEEL SHALL BE FURNISHED AND INSTALLED BY THE G.C. AS NECESSARY FOR PROPER SUPPORT OF SUSPENDED/SUPPORTED EQUIPMENT AND SHALL BE FASTENED TO STEEL, CONCRETE, OR MASONRY AS PERMITTED BY L.L. 26. CONVENIENCE OUTLETS MOUNTED 18" A.F.F. UNLESS OTHERWISE NOTED ON A1.2A. 27. THE G.C. SHALL COORDINATE INSTALLATION AND PLACEMENT OF LIGHT FIXTURES AND MILLWORK WITH THE F.C. 28. ALL EXIT DOORS SHALL BE READILY OPENED FROM THE SIDE FROM WHICH EGRESS IS TO BE MADE WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE. ALL EXIT DOORS SHALL HAVE ALL HARDWARE NECESSARY TO SATISFY THE REQUIREMENTS OF THE LOCAL BUILDING CODE. 29. THE G.C. SHALL PROVIDE CAULK JOINTS WHERE GYPSUM WALL BOARD MEETS THE FLOOR OR ROOF DECK. 30. ALL PAINT SHALL BE AS SPECIFIED AND FURNISHED AND INSTALLED BY G.C. EXCEPT WHERE OTHERWISE SPECIFIED TO BE BY FIXTURE CONTRACTOR OR TENANT. 31. THE G.C. IS RESPONSIBLE FOR PROVIDING A SMOOTH LEVEL FLOOR SURFACE FOR THE INSTALLATION OF ALL FLOORING MATERIALS. PATCH/SHIM ALL AREAS AS NECESSARY SO THAT ALL FLOOR MATERIALS HAVE SMOOTH TRANSITIONS. 32. THE G.C. WILL SET ALL CEILINGS AND SOFFITS USING A LASER LEVEL TO ACHIEVE A CEILING THAT IS PLUMB, LEVEL, AND SQUARE TO ALL WALLS AND SOFFITS. 33. ALL INTERIOR FINISH AND TRIM MATERIALS SHALL MEET APPLICABLE CODES FOR FLAME SPREAD RATINGS. 34. ALL CEILING FINISHES SHALL MEET APPLICABLE CODES FOR FLAME SPREAD RATINGS. 35. THE G.C. SHALL COORDINATE LOCATION AND NUMBER OF FIRE EXTINGUISHERS WITH THE LOCAL FIRE PROTECTION DISTRICT OR FIRE MARSHAL. 36. ALL WORK, MATERIALS AND EQUIPMENT SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR (MINIMUM) FROM DATE TO FINAL ACCEPTANCE. THE G.C. SHALL PROVIDE THE TENANT WITH ALL EQUIPMENT MANUALS, WARRANTIES AND OPERATING INSTRUCTIONS UPON FINAL ACCEPTANCE. 37. THE G.C. SHALL BE RESPONSIBLE FOR COORDINATING WITH LANDLORD ON ALL WORK TO BE PERFORMED BY THE LANDLORD. ANY POTENTIAL CONFLICTS OR DELAYS CAUSED BY THE LANDLORD’S SUBCONTRACTORS MUST BE DOCUMENTED IN WRITING TO THE ARCHITECT AND THE TENANT BEFORE THE DELAY IS ACTUALLY INCURRED FOR IT TO BE CONSIDERED. OTHERWISE THE G.C. WILL BE RESPONSIBLE FOR MEETING THE SCHEDULE AS OUTLINED IN THE CONTRACT. 38. THE G.C. SHALL SUPPLY ALL MATERIALS, LABOR AND COORDINATION REQUIRED FOR THE INSTALLATION OF ALL OWNER SUPPLIED ITEMS AS DESCRIBED IN THE SPECIFICATIONS. G.C. TO CHECK IN AND VERIFY ALL SHIPMENTS OF OWNER SUPPLIED MATERIALS. THIS INCLUDES OPENING OF ALL BOXES OF SHIPMENT AND VERIFYING THE CONTENTS AGAINST PACKING LISTS. OWNER WILL BE NOTIFIED IN WRITING OF ALL BACK ORDERS WITHIN 72 HOURS OF RECEIVING SHIPMENT OR G.C. WILL BEAR THE COSTS OF ANY ADDITIONAL MATERIAL AND FREIGHT CHARGES TO MEET THE CONSTRUCTION SCHEDULE.

39.THE G.C. IS RESPONSIBLE FOR ALL FLOOR AND WALL PENETRATIONS FOR ELECTRICAL AND MECHANICAL WORK. ALL SUCH OPENINGS SHALL NOT BE CUT WITHOUT PRIOR AUTHORIZATION BY THE LANDLORD. 40. THE G. C. SHALL PROVIDE ACCESS IN THE CEILING OR WALLS TO SERVICE EQUIPMENT IN THE CEILING SPACE INCLUDING, BUT NOT LIMITED TO HVAC UNIT, JUNCTION BOXES AND VOLUME DAMPERS. PANELS ARE TO FIT FLUSH WITH THE CEILING; FINISHED TO MATCH ADJACENT AREA; CAULK ALL EDGES AND GAPS AS REQUIRED. PROVIDE ACCESS PANELS AS REQUIRED BUT OF MINIMUM SIZE TO SUIT THE INTENDED PURPOSE. COORDINATE WITH ELECTRICAL, PLUMBING, HVAC SUBCONTRACTORS. ALL PANELS ARE TO BE FIELD LOCATED. 41. NO ROOF PENETRATIONS WILL BE ALLOWED WITHOUT LANDLORD AUTHORIZATION. VERIFY DETAILS AND REQUIREMENTS WITH THE LANDLORDS.

GENERAL NOTES

LANDLORD NOTES

GENERAL NOTES

LANDLORD / GC / TENANT ADDTIONAL NOTES: 1. ALL NOISY CONSTRUCTION MUST TAKE PLACE DURING NON-MALL HOURS. THE LANDLORD HAS THE RIGHT TO STOP SUCH WORK FOR ANY SUCH VIOLATION. 2. CONSTRUCTION IS NOT TO BEGIN WITHOUT WRITTEN AUTHORIZATION FROM THE LANDLORD. 3. G .C. TO PROVIDE A DUMPSTER IN A LOCATION SPECIFIED BY THE LANDLORD AND IN ACCORDANCE WITH LANDLORD’S REQUIREMENTS. 4. ALL MATERIALS ABOVE CEILING LEVEL SHALL BE NON- COMBUSTIBLE - UNLESS OTHERWISE NOTED. 5. GENERAL: •ALL DEMO WORK IS TO BE COORDINATED WITH THE MALL MANAGER& THE MALL'S FACILITIES COORDINATOR AT THE MALL. ANY EQUIPMENT OR BUILDING COMPONENTS NOT TO BE REUSED MUST BE COMPLETELY REMOVED / DISPOSED OF PROPERLY. TENANT’S REUSE OF ANY EXISTING CONSTRUCTION, FINISHES, EQUIPMENT OR ELECTRICAL, PLUMBING AND HVAC SYSTEMS IS CONDITIONAL UPON THE NEW USE BEING APPROPRIATE FOR THE EXISTING ITEMS AND THE TENANT COMPLETING ANY NECESSARY REPAIR OR REFURBISHING REQUIRED TO BRING THE ITEMS TO A “LIKE NEW” CONDITION. LANDLORD MAKES NO WARRANTY ON THE REUSE OF AN EXISTING CONDITION. •TENANT IS NOT PERMITTED TO ATTACH OR SUSPEND ANY COMPONENTS / EQUIPMENT TO THE BOTTOM CHORD OF JOISTS OR TO THE ROOF DECK W/OUT WRITTEN REQUEST. ALL WALL CONSTRUCTION SHALL BE SUPPORTED BY THE TOP CHORD OF THE STRUCTURAL JOISTS. •TENANT SHALL PROVIDE A WATERTIGHT FLOOR MEMBRANE IN ALL WET AREAS. MEMBRANE SHALL BE A 30-MIL SLEEVED, GROUTED, SEALED AND MADE WATERPROOF. PIPE SLEEVES MUST EXTEND AT LEAST FOUR (4) INCHES ABOVE THE FINISHED FLOOR. •COORDINATE ALL FLOOR CUTS WITH THE MALL MANAGER & FACILTIES COORDINATOR. •ALL FIRE SPRINKLER AND CLASS-E WORK IS TO BE PERFORMED BY A QUALIFIED LICENSED SPRINKLER CONTRACTOR ACCEPTABLE TO THE MALL / LANDLORD , AT THE TENANT’S EXPENSE. CONTRACTOR SHALL SUBMIT FOR THE LANDLORDS REVIEW, SHOP DRAWINGS,SPECICATIONS & HYDRALIC CALCULATIONS FOR THE SPRINKLER SYSTEM THAT HAVE BEEN APPORVED BY THE FIRE RATING INSPECTION BUREAU. COORDINATE THIS WORK WITH THE MALL MANAGER & FACILTIES COORDINATOROR AT THE MALL. TENANT SHALL BE SOLELY RESPONSIBLE FOR THE SYSTEM W/IN THE LEASED PREMISES. SPRINKLER PLANS MUST BE SUBMITTED TO: GREGORY AHART, MALL MANAGER / TEL. 973.376.7359 FAX. 973.376.2976 C/O MALL AT SHORT HILLS, MANAGMENT OFFICE , SUITE A-001, 1200 MORRIS TURNPIKE, SHORT HILLS, NJ 07078

1. G.C. TO PROVIDE BLOCKING IN ALL WALLS AT ALL LOCATIONS AS INDICATED IN THE FIXTURE SCHEDULE. G.C. TO PROVIDE MISCELLANEOUS BLOCKING AS NOTED IN THE DRAWINGS. 2. G.C. TO PROVIDE BLOCKING IN WALLS AT TOILET ROOM AS NECESSARY FOR MOUNTING OF GRAB BARS AND TOILET ROOM FIXTURES AND EQUIPMENT. 3. G.C. TO ENSURE SMOOTH, LEVEL FLOOR SEALED PER FLOOR MANUFACTURERS RECOMMENDATIONS. 4. NO WOOD OR COMBUSTIBLES TO BE ALLOWED ABOVE CEILING UNLESS SPECIFICALLY CALLED FOR IN STRUCTURAL DOCUMENTS OR DETAILS. 5. GYP. BD. AT DEMISING WALLS IS TO EXTEND TO DECK. TAP AND SEAL, PROVIDE MORTAR BED AT CEILINGS TO INSURE A I HOUR RATING.

42. NOT USED. 43. NOT USED. 44. THE G.C. IS REQUIRED TO CARRY AND MAINTAIN THE NECESSARY LIABILITY INSURANCE - AMOUNTS AS REQUIRED BY LANDLORD - AS WELL AS WORKMEN’S COMPENSATION OR SIMILAR INSURANCE IN FORM AND AMOUNTS REQUIRED BY LAW. UPON AWARD OF PROJECT, CONTRACTORS SHALL FORWARD COPIES OF ALL SUCH INSURANCE BINDERS TO LANDLORD AND TENANT. 45. THE G.C. SHALL BE RESPONSIBLE FOR THE SAFETY AND SECURITY OF THE SITE AND ALL PERSONS ON THE SITE. ALL EQUIPMENT TO BE USED ON THE SITE IS TO MEET GENERAL SAFETY STANDARDS AND HAVE GUARDS AND SAFETY STOPS. OWNER AND ARCHITECT WILL NOT BE RESPONSIBLE FOR CONTRACTOR’S FAILURE TO EMPLOY PROPER SAFETY PROCEDURES.

6. ALL NEW INTERIOR PARTITIONS ARE TO HAVE GYP. BD. TO 6” MIN. ABOVE CEILING. ANGLE BRACE TO STRUCTURE AT 4” - 0’ O.C. OR AS REQUIRED. 7. G.C. TO PROVIDE EXIT LIGHTING AND EMERGENCY LIGHTING TO ELECTRICAL SHEETS AND SPECIFICATIONS. 8. G.C. TO PROVIDE FIRE EXTINGUISHERS IN RECESSED HOUSINGS AS REQUIRES BY CODES. VERIFY MOUNTING LOCATIONS WITH THE PROJECT MANAGER AND THE LOCAL FIRE PROTECTION AUTHORITY. 10. ALL FLOOR PENETRATIONS MUST BE SLEEVED AND SEALED PER LANDLORD REQUIREMENTS. 11. G.C. TO PATCH AND REPAIR ALL DAMAGE DONE TO LANDLORD SURFACES DURING CONSTRUCTION.

46. THE G.C. SHALL BE RESPONSIBLE FOR MAINTAINING A CURRENT SET OF CONSTRUCTION DOCUMENTS ON SITE DURING CONSTRUCTION. THE G.C. SHALL INDICATE ON THESE PLANS ALL APPROVED CHANGES TO THE WORK DESCRIBED ON THESE DRAWINGS. THIS SET SHALL BE TURNED OVER TO THE OWNER AT PROJECT COMPLETION.

12. G.C. TO CHECK IN WITH MALL BUILDING MANAGER PRIOR TO BEGINNING ANY WORK.

47. THE G.C. SHALL KEEP ALL HANDBOOKS, PAPERWORK AND KEYS IN A MARKED ENVELOPE; ALL KEYS ARE TO BE TAGGED WITH PROPER LOCATIONS. THIS ENVELOPE IS TO BE TURNED OVER TO THE STORE OPERATIONS MANAGER WITH THE CERTIFICATE OF OCCUPANCY, LIEN WAIVERS, WARRANTIES, GUARANTEES AND EQUIPMENT OPERATION MANUALS.

14. ALL WORK IS TO BE BY TENANT UNLESS SPECIFIED UNLESS SPECIFIED IN FULLY EXECUTED LEASE AGREEMENT.

48. THE G.C. AND SUBCONTRACTORS WILL BE FULLY RESPONSIBLE FOR ANY WORK DONE AT THE REQUEST OF THE LANDLORDS OR A LANDLORD REPRESENTATIVE OUTSIDE OF THE PREMISES WITHOUT WRITTEN APPROVAL BY THE OWNER.

16. G.C. TO BECOME FAMILIAR AND ADHERE TO LANDLORDS CONSTRUCTION CRITERIA.

49. THESE DRAWINGS ARE NOT TO BE ALTERED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT. 50. THESE DRAWINGS ARE NOT TO BE SCALED. 51. EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE LOCATION ONLY. G.C. IS RESPONSIBLE FOR VERIFYING EXACT LOCATION OF ALL UTILITIES BEFORE WORK COMMENCES. COSTS AND DAMAGES INCURRED BY UTILITIES NOT BEING PROPERLY LOCATED ARE THE SOLE RESPONSIBILITY OF THE G.C.

13. ANY PLUMBING LOCATED BELOW FLOOR LEVEL (PASSING THROUGH ANOTHER TENANTS SPACE) MUST BE INSPECTED FOR LEAKS. MAKE ALL CORRECTIONS AS REQUIRED.

15. G.C. TO COORDINATE WITH MALL MANAGEMENT AND OTHER TENANTS FOR WORK BEING PERFORMED OUTSIDE OF LEASED PREMISE AND IN OTHER TENANTS SPACE.

17. ALL SURFACES ARE TO BE PREPARED PER MANUFACTURER’S INSTRUCTIONS TO PROVIDE A CLEAN, SMOOTH FINISH. G.C. TO PROVIDE FIRE RATED BLOCKING IN WALLS AT ALL SHELVING AND EQUIPMENT LOCATIONS. PAINT TO BE ONE COAT PRIMER, TOW COATS FINISH APPLIED PER MANUFACTURER’S INSTRUCTIONS. ALL TRIM AND WOODWORK TO BE FINISHED AS NOTED. G.C. TO ENSURE SMOOTH EVEN FINISH.

TENANT IS RESPONSIBLE TO REPAIR, AT THE TENANT’S EXPENSE, ANY DAMAGE DONE TO THE MALL PROPERTY. •SIGNAGE MUST BE SUBMITTED BY A SIGN COMPANY FOR REVIEW AND APPROVAL. •THE LANDLORF IS RESPONSIBLE FOR CONSTRUCTION BARRICADE. TRASH DUMPSTERS SHALL BE COORDINATED WITH MALL OPERATIONS. . •TENANT’S CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL MALL RULES AND REGULATIONS OR AS DIRECTED BY THE MALL’S ON SITE OPERATIONS DIRECTOR. •TENANT IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS. •APPROVAL OF THE TENANT’S CONSTRUCTION DOCUMENTS AND SPECIFICATIONS DOES NOT RELEASE THE TENANT OR THE TENANT’S CONTRACTOR FROM COMPLYING WITH THE LEASE AGREEMENT AND ALL APPLICABLE BUILDING CODES AND GOVERNING REGULATIONS. •ALL PLANS MUST BE SIGNED AND SEALED BY AN ARCHITECT AND ENGINEER IN THE STATE WHERE THE WORK WILL BE PERFORMED. LANDLORD NOTES AND COMMENTS 1. GENERAL NOTES 1.1 THE TENANT'S GENERAL CONTRACTOR SHALL PROVIDE A SUPERINTENDENT ON-SITE DURING ALL PHASES OF THE CONSTRUCTION. 1.2. THIS IS A LIMITED-ACCESS SITE: ALL DELIVERIES (I.E. CONSTRUCTION MATERIALS, FIXTURES, MERCHANDISE, ETC._ MUST BE COORDINATED WITH CENTER MANAGEMENT. 1.3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING FACILITY DIRECTOR FOR SPECIFIC INSURANCE REQUIREMENTS. 1.4. THE LANDLORD SHALL RESERVE THE RIGHT TO STOP ANY CONSTRUCTION ANY TIME FOR SAFETY OR AESTHETIC REASONS OR IF CONTRACTORS AND/OR SUBCONTRACTORS VIOLATE ANY OF THE RULES OR POLICIES CONTAINED IN THE FACILITIES CONSTRUCTION RULES AND REGULATIONS. 1.5. LAYOUT OF ANY “NEW” TENANT SPACE SHALL BE PERFORMED IN ACCORDANCE WITH THE LANDLORD'S “SPACE LAYOUT” BY THE CONTRACTOR DESIGNATED BY THE LANDLORD, FOLLOWING DEMOLITION OF ALL EXISTING CONSTRUCTION REQUIRED FOR SUCH INSTALLATION (BY TENANT AT TENANT'S EXPENSE). 1.6. CONSTRUCTION BARRICADE AND GRAPHICS TO BE PROVIDED BY LANDLORD AT TENANT'S EXPENSE, GENERAL CONTRACTOR MUST DUST-PROOF AND PROTECT ALL MALL FLOORS PRIOR TO START OF CONSTRUCTION. 1.7. ALL ROOF PENETRATIONS AND REPAIRS TO BE PERFORMED BY LANDLORDS DESIGNATED ROOF CONTRACTOR AT THE TENANT'S EXPENSE. 1.8. ALL CONSTRUCTION DEFICIENCIES SHALL BE RESOLVED WITH FACILITY DIRECTOR TO BARRICADE REMOVAL OR STORE OPENING. 1.9. VERIFY BARRIER-FREE COMPLIANCE WHERE REQUIRED BY CODE.

2. DEMOLITION

6. CEILING

2.1. COORDINATE ALL DEMOLITION AND DEBRIS REMOVAL WITH FACILITIES MANAGEMENT PRIOR TO START. 2.2. ALL PREVIOUS TENANT IMPROVEMENTS, FIXTURES, AND BUSINESS SYSTEMS NOT TO BE REUSED SHALL BE REMOVED. REMOVE ALL EXISTING UTILITIES, NOT BEING REUSED, BACK TO LANDLORD'S POINT-OF-CONNECTION AND CAP AS REQUIRED. LEAVE ALL REMAINING CONSTRUCTION IN A SAFE STATE. DO NOT ABANDON ANY SYSTEMS OR PREVIOUS IMPROVEMENTS. 2.3. THE TENANT'S GENERAL CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL LANDLORD SYSTEMS AND FINISHES DURING DEMOLITION AND THROUGHOUT ALL PHASES OF CONSTRUCTION, COORDINATE PROTECTIVE MEASURES WITH CENTER FACILITIES DIRECTOR. 2.4. TENANT'S GENERAL CONTRACTOR SHALL REPLACE ALL DAMAGED FIREPROOFING (WHERE APPLICABLE) ON ALL EXISTING MALL STRUCTURAL STEEL COMPONENTS (TO MAINTAIN REQUIRED DIRE RESISTIVE INTEGRITY). 2.5. ABSOLUTELY NO POWER CORING, DRILLING, CUTTING, ETC. OF SLAB ALLOWED. ALL SLAB PENETRATIONS MUST BE COORDINATED WITH LANDLORD'S FIELD REPRESENTATIVE POWER FASTENERS ARE NOT PERMITTED.

6.1. CEILING SYSTEMS IN SALES AREA MUST BE HARD-SURFACE TYPE OR 2'X2' GRID WITH TEGULAR-EDGE DETAIL 2'X4' OR SECOND-LOOK TYPE SYSTEMS ARE NOT ACCEPTED. GYP BOARD SOFFITS AT STOREFRONTS ARE REQUIRED. 6.2. NO 2'X4' FLUORESCENT LIGHT FIXTURES PERMITTED IN SALES OR PUBLIC-ACCESS AREAS. ALL 2'X2' FIXTURES MUST HAVE DEEP-CELL PARABOLIC TYPE DIFFUSERS. 6.3. ALL SALES -AREA EXIT SIGNS AND EMERGENCY LIGHTS MUST HAVE REMOTE-TYPE BATTERIES-NO EXCEPTIONS. 6.4. EXIT SIGNS IN SALES AREA SHALL NOT BE VISIBLE FROM MALL COMMON AREAS. 6.5. FINISH ALL CEILING GRILLES, TRACKS, DIFFUSERS, LIGHT TRACKS, ETC. TO MATCH ADJACENT CEILING FINISH. 6.6. PROVIDE SERVICE ACCESS PANELS IN ALL HARD-SURFACE CEILINGS AND IN AREAS WHERE ACCESS IS REQUIRED FOR MECHANICAL EQUIPMENT, SIGNS, ETC. PANELS SHOULD BE FLUSH-MOUNT AND EMPLOY ONLY CONCEALED-TYPE HARDWARE. 6.7. SPRINKLER HEADS AT STOREFRONT, IN SHOW WINDOWS, AND IN ALL HARD-SURFACE CEILINGS MUST BE FULLY CONCEALED TYPE, SEMI-RECESSED (OR CONCEALED) TYPE HEADS MAY BE USED LAY-IN OR OTHER APPROVED TYPE CEILING SYSTEMS (WHERE ACCESSIBLE BY PUBLIC) NO STOCK OR MERCHANDISE TO BE WITHIN 18” OF SPRINKLER HEADS. 6.8. AUDIO SPEAKERS ARE NOT PERMITTED WITH IN 20'-0” OF STOREFRONT LEASE LINE. ALL SPEAKERS MUST BE FLUSH-MOUNT AND FINISHED TO MATCH ADJACENT CEILING FINISH. ALL SOUNDS MUST BE COMPLETELY CONTAINED WITHIN THE LEASED PREMISES, SUBWOOFERS ARE PROHIBITED UNLESS IN AN APPROVED ENCLOSURE. 6.9. LANDLORD SHALL PROVIDE A CLEAR CEILING HEIGHT OF: SEE L.O.D. TENANT IS RESPONSIBLE (AT TENANTS FULL EXPENSE) FOR ALL MODIFICATIONS REQUIRED TO ACHIEVE ANY HIGHER CEILING CONFIGURATIONS (PER LANDLORD APPROVAL). 6.10. CEILING SYSTEMS OR ANY CONSTRUCTION MUST NOT BE ATTACHED TO THE MALL FINISHED SOFFIT, FLOOR DECK OR ROOF DECK AS THESE COMPONENTS ARE NOT DESIGNED TO SUPPORT ANY ADDITIONAL LOAD. ENSURE THAT ALL CEILINGS AND CONSTRUCTION ARE SUPPORTED BY BUILDING STRUCTURE ONLY.

3. STRUCTURAL 3.1. ALL STRUCTURAL MODIFICATIONS TO THE BUILDING OR BUILDING'S STRUCTURAL SYSTEMS (OF ANY TYPE) REQUIRE APPROVAL FROM THE LANDLORD/LANDLORD'S STRUCTURAL ENGINEER SUBMIT DETAILS, DOCUMENTATION AND LOAD CALCULATIONS DIRECTLY TO LANDLORD FOR REVIEW AND APPROVAL. 3.2. LOADING AT UPPER LEVEL FLOOR SLABS IS MAX 75 PSF PER LEASE AGREEMENT. HIGH-DENSITY STORAGE UNITS, SAFES, ETC. MUST HAVE APPLICABLE LOAD CALCULATIONS PREPARED BY LICENSED STRUCTURAL ENGINEER. 4. CONSTRUCTION 4.1. CONFIRM LEASE LINE CONFIGURATION WITH LANDLORD PROVIDED SPACE LAYOUT DRAWING. 4.2. WATERPROOF MEMBRANE AND FLOOR DRAIN REQUIRED IN ALL TOILET ROOMS, KITCHENS, FOOD PREPARATION AREAS, ANY OTHER LOCATIONS WHERE WATER IS USED. EXTEND MINIMUM 4” UP WALLS. 4.3. INSTALLATION OF WATERPROOFING MUST BE DONE PER LANDLORD'S SPECIFICATIONS AND PERFORMED BY THE LANDLORD'S DESIGNATED CONTRACTOR (AT TENANT'S EXPENSE). 4.4. TENANT'S STOREFRONT FLOOR FINISH MUST EXTEND TO LEASE LINE. NO MALL TILE IS AVAILABLE. 4.5. ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR MATERIALS MUST BE FLUSH AND LEVEL. NO REDUCER STRIPS SHALL BE PERMITTED. 4.6. NO VINYL FLOOR BASE PERMITTED IN SALES OR OTHER AREAS ACCESSIBLE BY THE PUBLIC. 4.7. ALL FINISHES USED SHALL BE PER THOSE SUBMITTED AND APPROVED BY THE LANDLORD. NO SUBSTITUTIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN CONSENT FROM THE LANDLORD. 4.8. ALL SALES AREA WILL STANDARDS MUST BE RECESSED TYPE AND FINISHED TO MATCH ADJACENT WALL SURFACE. 4.9. ALL SLAT WALL MUST HAVE FINISHED GROOVES. 4.10. DEMISING WALLS ARE NOT STRUCTURAL. PROVIDE ALL ADDITIONAL IN-WALL BLOCKING OR SUPPORT AS REQUIRED. 4.11. NO MIRRORS SHALL BE VISIBLE FROM THE STOREFRONT. 4.12. ALL WOOD FRAMING/BLOCKING SHALL BE NON-COMBUSTIBLE TYPE ONLY. 4.13. WHEN REMODELING EXISTING STORES, ALL FINISHES, SYSTEMS, MATERIALS, ETC. WHICH ARE TO REMAIN MUST BE RESTORED TO A LIKE-NEW CONDITION OR REPLACED. 4.14. ALL WORK NOT DETAILED ON THESE PLANS MUST CONFORM TO THE TENANT DESIGN HANDBOOK AND/OR ALL OTHER LANDLORD REQUIREMENTS. 5. STOREFRONT 5.1. TENANTS STOREFRONT CONSTRUCTION SHALL BE SECURED TO LANDLORDS STRUCTURAL FRAMING ONLY. NO ATTACHMENT TO LANDLORDS MALL CEILING SYSTEM OR DECKING IS BE PERMITTED. 5.2. ALL MECHANICAL DEVICES (TIME CLOCKS, GRILLE LOCKS, CONTROLS, ETC.) SHALL BE CONCEALED WITHIN THE TENANTS STOREFRONT CONSTRUCTION. ELECTRONIC SURVEILLANCE OR THEFT DETECTION DEVICES SHALL NOT BE VISIBLE. ANY APPROVED SYSTEMS MUST BE COMPLETELY INCORPORATED INTO TENANTS STOREFRONT DESIGN COVER PLATES AND SWITCHES FOR GRILLE EMERGENCY RELEASE (WHERE REQUIRED BY CODE TO BE ACCESSIBLE) MUST BE FINISHED TO MATCH ADJACENT SURFACE AND EMPLOY CONCEALED HARDWARE ONLY. 5.3. AN APPROVED FIRE/SMOKE STOP IS REQUIRED AT TENANTS SIDE OF STOREFRONT/MALL BULKHEAD AND MUST EXTEND COMPLETELY TO THE UNDERSIDE OF DECK OR STRUCTURE ABOVE. 5.4. ALL STOREFRONT FINISHES MUST BE HARD-SURFACE, MAINTAINABLE FINISHES AND MUST MEET LANDLORD APPROVAL.

ALTERATION TYPE 2 NO CHANGE OF USE, EGRESS OR OCCUPANCY, INTERIOR WORK ONLY

7. SIGNAGE 7.1. SUBMIT SIGN SHOP DRAWING FOR LANDLORD APPROVAL PRIOR TO FABRICATION. 7.2. THE SIGN CONTRACTOR/FABRICATOR IS RESPONSIBLE FOR ENGINEERING THE SIGN TO PRODUCE EVEN ILLUMINATION DEVOID OF ALL “HOT-SPOTS” OR “SHADOWS”. ALL SIGNS MUST BE ILLUMINATED; FASTENERS AND LABELS (UL OR MANUFACTURERS) MUST NOT BE EXPOSED TO CUSTOMERS PAINT ALL INTERIOR SIGN SURFACES WHITE. NO LIGHT LEAKS, WEEP HOLES (EXCEPT AT EXTERIOR INSTALLATIONS). 8. MECH, ELEC, LIFE-SAFETY 8.1. SUBMIT MECHANICAL AND ELECTRICAL DATA TABULATION FORMS FILLED OUT (COMPLETELY) AND CERTIFIED BY THE APPROPRIATE ENGINEER. 8.2. FINAL CONNECTION OF TENANTS LIFE-SAFETY SYSTEM(S) TO COMMON BUILDING SYSTEMS SHALL BE BY PERFORMED BY LANDLORD'S DESIGNATED CONTRACTOR (AT TENANTS EXPENSE). 8.3. SUBMIT SPRINKLER SHOP DRAWINGS AND HYDRO CALCULATIONS TO LL INSURANCE UNDERWRITER AND APPLICABLE FIRE DEPT. 8.4. NO PVC/DWV ABOVE SLAB UNLESS IN AN APPROVED RATED ENCLOSURE FCOD USE TENANT TO UTILIZE COPPER OR EQUIV. PROVIDE TRAP PRIMERS IN ALL FLOOR DRAINS. 8.5. UTILITY METERS (WHERE APPLICABLE) SHALL BE PER LL SPECIFICATION AND LOCATED IN AN ACCESSABLE LOCATION. 8.6. PROVIDE INSULATION ON ALL COLD WATER AND CONDENSATE/DRAIN LINES-NO NOT OUTFALL ON ROOF OR ANY MALL SURFACES. 8.7. ALL WIRING TO BE IN RIGID CONDUIT OR EMT. 8.8. ALL TENANT ROOF TOP EQUIPMENT MUST BE PAINTED MALL-SPECIFIED COLOR AND LABELED WITH TENANT NAME AND SPACE NUMBER PER FACILITY DESIGNATION. PROVIDE CONSISTENT SCREENS FOR ANY EQUIPMENT VISIBLE FROM STREET LEVEL.

REV DATE

DESCRIPTION

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

GENERAL NOTES LANDLORD NOTES SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

GENERAL CONSTRUCTION NOTES

DRAWING BY

CKD BY

DWG No.

T-003 SCALE

As Noted

SHEET

ADA ACCESSIBILITY DIAGRAMS

ALTERATION TYPE 2 NO CHANGE OF USE, EGRESS OR OCCUPANCY, INTERIOR WORK ONLY

6'-9 3/4" (VIF)

CLEARANCE AT VESTIBULES

3'-6"

NOT TO SCALE

6" 1'-6"

4'-1 1/8" (VIF)

3'-0"

GRAB BAR

C LE SP AR W A F C A C L 56 LO TE E A OO " X SE R T R 60 T "

5'-0" C

LE 4' AR -0" AN C E

CLEARANCE

C LE S A LA PA R F 30 VA CE LO " X TO A O T R 48 RY "

-3

" -6 C 2' RAN A LE

)

GRAB BAR

DIU

2" 1/

R TU 60"

-8

A GR

NIN

4'-8" CLEARANCE

IF (V 6'

)

-2

NOT TO SCALE

1/ 2"

VESTIBULES TYPE 01

" -0

NOT TO SCALE

MANOEVERING CLEARANCES AT DOORS

2" 1/

)

-8 7'

EXISTING ADA WC

-0

H.C. ACCESSIBLE UNISEX WC SCALE: 1/2" = 1'-0"

REV DATE

CLEARANCE APPROACHES NOT TO SCALE

FLOOR AREA CLEARANCE NOT TO SCALE

DOOR NOT TO SCALE

CLEARANCE @ CORRIDOR NOT TO SCALE

NJ ADA NOTES

GENERAL ADA NOTES

As Per NEW JERSEY Barrier-Free Subcode – NJAC 5:23-7 ANSI A117.1-2003

HANDICAPPED ACCESSIBILITY NOTES

LOCAL LAW 58 ACCESSIBILITY NOTES

1. THIS PROJECT SHALL COMPLY WITH ALL FEDERAL AMERICANS WITH DISABILITY ACT REGULATION LATEST ANSI AND ALL LOCAL ACCESSIBILITY REGULATIONS. 2. THRESHOLDS SHALL BE NO HIGHER THAN 1/2" ABOVE THE FLOOR. EDGE TO BE BEVELED WITH SLOPE NO GREATER THAN 1in. 3. DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE, MOUNTED 30" TO 44" ABOVE THE FLOOR AND BE OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS FOR INTERIOR DOORS. 4. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT ALL ENTRANCES AND WITH DIRECTIONAL SIGNS AS REQUIRED. 5. ACCESSIBLE DOORS MUST BE MINIMUM 3'-0" (WIDTH) X 6'-8" (HEIGHT) U.O.N.. MODIFY IF REQUIRED. 6. PROVIDE 18" CLEAR SPACE AT STRIKE/PULL SIDE ON 1ST FLOOR EXTERIOR AND INTERIOR DOORS, AND 12" CLEAR AT STRIKE/PUSH SIDE OF DOORS WITH CLOSERS. 7. FLOOR SHALL BE LEVEL THROUGHOUT. 8. SEE HANDICAP ACCESSIBILITY DRAWINGS FOR ADDITIONAL DETAILS AND REQUIREMENTS. HANDICAP DETAILS SUPERSEDE ALL OTHER INFORMATION.

1. WORK SHALL COMPLY WITH THE APPLICABLE PORTIONS OF LOCAL LAW 58 AND A.D.A. 2. ALL NEW DOORS TO SPACES SHALL HAVE MINIMUM 32" CLEARANCE 3. WHEEL CHAIR CLEARANCES SHALL BE AS PER ANSI A117.1-1986 AND AS SHOWN ON DRAWINGS. 4. THESE DRAWINGS HAVE BEEN PREPARED FOR COMPLIANCE WITH LOCAL LAW 58 AND FOR COMPLIANCE WITH THE AMERICAN WITH DISABILITIES ACT AS UNDERSTOOD ON THE DATE OF DRAWINGS. 5. GRAB BARS: ALL GRAB BARS SHALL BE DESIGNED TO WITHSTAND FORCES OF A MINIMUM OF 250 FTLBS AT ANY POINT AND SHALL HAVE SUCH REINFORCEMENT AS REQUIRED IN ALL WALLS AS NECESSARY TO PROVIDE FOR THEIR ANCHORAGE AND SHALL BE ADEQUATE TO RESIST ALL MOMENT AND SHEAR STRESSES TRANSFERRED TO SUCH ANCHORAGES. 6. WATER CLOSETS: HEIGHT SHALL BE 17" TO 19" FROM FLOOR TO TOP OF SEAT. SEAT SHALL NOT BE SPRING LOADED TO RETURN TO UPRIGHT POSITION. FLUSH CONTROLS SHALL BE MOUNTED FOR USE FROM THE WIDE SIDE OF THE TIOLET STALL AND SHALL BE NO MORE THAN 44" ABOVE THE FLOOR. FLUSH CONTROLS SHALL ALSO COMPLY WITH NOTE 11. 7. URINALS: STALL OR WALL TYPE WITH ELONGATED RIM AT MAXIMUM OF 17" ABOVE THE FLOOR. FLUSH CONTROLS SHALL COMPLY WITH NOTE 11. 8. LAVATORIES: THERE SHALL BE A CLEARANCE OF AT LEAST 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON. HOT WATER AND DRAIN PIPES SHALL BE INSULATED OR OTHERWISE PROTECTED IF THEY ABUT KNEE SPACE REQUIREMENTS. FAUCETS SHALL BE ONE-QUARTER TURN, LEVER OPERATED. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 9. DISPENSERS: SHALL BE WITHIN REACH. 15" TO 48" SPACE ABOVE THE FLOOR AND SHALL COMPLY WITH REQUIREMENTS OF NOTE 10. MIRRORS AND COUNTERS: MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE NO HIGHER THAN 40" ABOVE THE FLOOR. COUNTERS SHALL BE SET WITH A MAXIMUM HEIGHT OF 34" ABOVE THE FLOOR AND SHALL HAVE A CLEAR SPACE FOR WHEELCHAIR ACCESSIBILTY AT LEAST 30" WIDE AND 48" DEEP (WHICH CAN INCLUDE UP TO 25" UNDER THE COUNTER). 11. CONTROLS AND OPERATING MECHANISMS: THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES, AND OTHER OPERATING EQUIPMENT SHALL BE PLACED WITHIN A SPACE BETWEEN 15 AND 48 INCHES ABOVE THE FLOOR IN A SPACE THAT IS WHEELCHAIR ACCESSIBLE. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE TO OPERATE CONTROLS SHALL BE NO GREATER THAN 5 LBF. 12. HAND RAILS SHALL RETURN TO WALLS AS PER 4.9.4 ANSI A117.1

Refer To Accessiblity Diagrams & Standards On These Drawings. GROUND & FLOOR SURFACES: Shall Comply w/ ANSI : 4.5 ACCESSABLE ROUTE & REACH: Shall Comply w/ ANSI : 4.2 , 4.3 & 4.5 DOORS + HARDWARE: Shall Comply w/ ANSI: 4.2 & 4.13, 4.14

REACH LIMITS 8

REACH LIMITS NOT TO SCALE

GRAB BARS NOT TO SCALE

CLEARANCE AT DOORS NOT TO SCALE

STAFF UNISEX INDIVIDUAL USE TOILET FACILITIES: Shall Comply w/ ANSI : 4.10, 4.17, 4,17, 4.18, 4.20 thru 4.24, 4.33 • Provide 60"ø Clear Turning Radius • Accesible Fixtures & Operable Parts Shall Comply w/ CABO/ANSI 4.17 thru 4.24 Pertaining To: Flush Controls, Sinks & Lav's, Faucets, Grab Bars , Mirrors. • Faucet Controls And Other Operating Mechanisms Shall Be Operable With One Hand And Shall Not Require Tight Grasping, Pinching, Or Twisting Of The Wrist. The Force Required To Activate The Controls Shall Not Be Greater Than 5 Lbs. Lever Operated Acceptable Designs. • Water Closets Shall Be Ultra Low Flow Water Saver. STAFF KITCHENETTES: • Provide 60"ø Tuning Radius w/ Knee Space Under Countertops. • Wall Cabinets Shall Comply w/ Forward & Side Reach Requirements. Shall Comply w/ANSI : 4.33 CUSTOMER DRESSING ROOMS : Comply w/ GA Accessiblity Code 120-3-20-33 + 46 • Provide 60"ø Clear Turning Radius . Benches Shall Comply w/ ANSI 4.31.2.2 + 4.24. RETAIL SALES COUNTERS: Shall Comply w/ ANSI 4.2 RETAIL + BACK OF HOUSE STORAGE SHELVIING & DISPLAY UNITS: Shall Comply w/ ANSI 4.2, 4.4 AUDIBLE ALARMS : Shall Comply w/ANSI 4.26

TOILET COMPARTMENT NOT TO SCALE

TOILET NOT TO SCALE

LAVATORY NOT TO SCALE

BUILDING SIGNAGE: Shall Comply w/ANSI 4.28

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252 DRAWING TITLE

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

GENERAL NOTES ADA NOTES ADA WC LAYOUT

SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

DESCRIPTION

DRAWING BY

CKD BY

DWG No.

T-004 SCALE

As Noted

SHEET

IIC. SUPPLEMENTARY GENERAL CONDITIONS: 1. GENERAL CONDITIONS: A STANDARD AIA CONTRACTS FORM WILL BE DESIGNATED FOR THIS PROJECT BETWEEN CONSTRUCTION MANAGER & OWNER WITH A GUARANTEED MAXIMUM PRICE (GMP)" THE SUPPLEMENTARY GENERAL CONDITIONS CONTAIN MODIFICATIONS AND ADDITIONS TO THE "GENERAL CONDITIONS". WHERE ANY PART OF THE GENERAL CONDITIONS IS MODIFIED OR DELETED ONLY THOSE PARTS SPECIFICALLY MODIFIED OR DELETED ARE SO AFFECTED AND ALL OTHER PARTS NOT SO MODIFIED OR DELETED SHALL REMAIN IN FULL FORCE AND EFFECT. MODIFICATIONS AND ADDITIONS A. ARTICLE 1.1.5, THE DRAWINGS. 1.1.5.1 LARGE SCALE DRAWINGS SHALL BE FOLLOWED IN PREFERENCE TO SMALL SCALE DRAWINGS. FIGURE DIMENSIONS SHALL BE FOLLOWED IN PREFERENCE TO SCALE MEASUREMENTS. IF THERE ARE NOT SUFFICIENT FIGURES OR INFORMATION ON ANY DRAWINGS, CONTRACTOR SHALL NOTIFY THE ARCHITECT AND SHALL NOT PROCEED WITHOUT ADEQUATE INSTRUCTIONS. 1.1.5.2 CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE ALL DRAWINGS, SPECIFICATIONS AND OTHER INSTRUCTIONS AS AND WHEN RECEIVED AND SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS OCCURRING THEREIN BEFORE COMMENCING THE WORK COVERED THEREBY AND SHALL REQUEST INSTRUCTIONS BEFORE PROCEEDING WITH SUCH WORK. B. ARTICLE 1.1.6, SPECIFICATIONS. 1.1.6.1 THE ARRANGEMENT OF THE SPECIFICATIONS SHALL NOT MAKE THE OWNER AND/OR THE ARCHITECT AN ARBITER TO ESTABLISH LIMITS BETWEEN CONTRACTOR AND SUBCONTRACTOR. TITLES AND HEADINGS TO DIVISIONS, SECTIONS, AND SUBDIVISIONS IN THESE SPECIFICATIONS SHALL NOT BE TAKEN AS A COMPLETE SEGREGATION OF THE SEVERAL UNITS OF MATERIAL AND LABOR. NO RESPONSIBILITY, EITHER DIRECT OR IMPLIED, IS ASSUMED BY THE OWNER AND/OR ARCHITECT FOR OMISSIONS OR DUPLICATIONS BY CONTRACTOR DUE TO REAL OR ALLEGED ERROR IN ARRANGEMENT OF MATTER IN THESE SPECIFICATIONS. 1.1.6.2 PORTIONS OF THESE SPECIFICATIONS ARE OF THE ABBREVIATED SIMPLIFIED TYPE AND INCLUDE INCOMPLETE SENTENCES. OMISSION OF WORKS OR PHRASES SUCH AS "THE CONTRACTOR SHALL", " IN CONFORMITY THEREWITH", "SHALL BE", "AS NOTED ON THE DRAWINGS". "IN ACCORDANCE WITH DETAILS", "A", "THE", AND "ALL" ARE INTENTIONAL. OMITTED WORDS OR PHRASES SHALL BE SUPPLIED BY IF INFERENCE IN THE SAME MANNER AS THEY ARE WHEN A "NOTE" OCCURS ON THE DRAWING 1.1.6.3 SPECIFICATION SECTIONS ARE CODED ALPHA/NUMERICALLY RETAINING THOSE DESIGNATIONS OF THE 16 DIVISION CSI SYSTEM. ANY DISCONTINUITY IN SECTION SEQUENCES OR SECTION OMISSION SHALL MEAN EITHER THERE IS NO WORK FROM THOSE SECTIONS OR SUCH WORK APPROPRIATE TO SUCH SECTIONS IS INCLUDED IN OTHER SECTIONS OR ON THE DRAWINGS. 1.1.6.4 IT IS THE INTENTION THAT DRAWINGS AND SPECIFICATIONS SHALL BE OF EQUAL PRECEDENCE AND THE MORE STRINGENT AND MORE DETAILED REQUIREMENT MUST BE FOLLOWED. 1.1.6.5 IN CASE OF DISCREPANCY EITHER IN THE FIGURES, IN THE DRAWINGS, OR IN THE SPECIFICATIONS, THE MATTER SHALL BE PROMPTLY SUBMITTED TO THE ARCHITECT, WHO SHALL PROMPTLY MAKE A DETERMINATION IN WRITING. ANY ADJUSTMENT BY THE CONTRACTOR WITHOUT THIS DETERMINATION SHALL BE AT HIS OWN RISK AND EXPENSE. C. ARTICLE 3.3. SUPERVISION AND CONSTRUCTION PROCEDURES. CONTRACTOR SHALL ABIDE BY THE FOLLOWING REQUIREMENTS WHICH RELATE TO A CONSENT AGREEMENT. 3.3.5 BEFORE ANY ALTERATIONS SHALL BE STARTED, CONTRACTOR SHALL OBTAIN INSURANCE CERTIFICATES THAT MAY BE REQUIRED. THE CORPORATION'S MANAGING AGENT (THE "MANAGING AGENT") SHALL BE NOTIFIED OF THE BUILDING PERMIT NUMBER, IF ANY, ASSIGNED TO THE PLANS AND SHALL BE GIVEN A COPY OF EACH OF THE PERMITS AND AFOREMENTIONED CERTIFICATES WITHIN 10 DAYS OF CONTRACTOR'S RECEIVING SAME. ALL WORK REFERRED TO HEREIN SHALL BE DONE IN GOOD WORKMANLIKE MANNER AND SHALL COMPLY WITH ALL RULES AND REGULATIONS OF GOVERNMENTAL AUTHORITIES AND AGENCIES HAVING JURISDICTION, THEREOF. 3.3.6 CONTRACTOR SHALL PROVIDE AND SUBMIT FOR THE CORPORATION'S APPROVAL, WRITTEN AGREEMENT WAIVING THE RIGHT TO FILE ANY MECHANIC'S LIENS OR OTHER LIENS, ATTACHMENT OR ENCUMBRANCE AGAINST THE CORPORATION'S PROPERTY WHICH MAY ARISE OUT OF OR IN CONNECTION WITH THE WORK. PROOF THAT THE CONTRACTOR HAS OBTAINED SIMILAR WAIVERS FROM ALL SUBCONTRACTORS SHALL BE FILED WITH THE MANAGING AGENT BEFORE SUCH SUBCONTRACTORS COMMENCE THEIR WORK. IF UNABLE TO PROVIDE SAID WAIVER OF LIENS, THEN CONTRACTOR MAY IN LIEU OF SUCH WAIVERS PROVIDE THE CORPORATION WITH ALL LABOR AND MATERIAL PAYMENT BOND FROM SURETY COMPANY ACCEPTABLE TO THE CORPORATION, AT HIS EXPENSE. 3.3.7 CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THE WORK UNDER THIS CONTRACT. CONTRACTOR AGREES TO ASSUME ALL RESPONSIBILITY FOR THE WEATHER-TIGHTNESS OF ANY INSTALLATION AFFECTING EXTERIOR WALLS OR ROOFS AND THE WATERPROOFING OF ANY PORTION OF THE BUILDING STRUCTURE DIRECTLY OR INDIRECTLY AFFECTED BY THE WORK AND FOR THE MAINTENANCE AND PERFORMANCE OF ALL HEATING, PLUMBING, AIR-CONDITIONING AND OTHER EQUIPMENT INSTALLED OR ALTERED. 3.3.8 CONTRACTOR SHALL OBTAIN AND MAINTAIN THROUGHOUT THE PROJECT ALL INSURANCE REQUIRED BY THE OWNER AND THE BUILDING LANDLORD.

3.3.9 CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PREVENT, AND SHALL ASSUME ALL RISKS FOR, ALL DAMAGE TO THE BUILDING, ITS MECHANICAL SYSTEMS AND PROPERTY OF ALL OTHER TENANTS AND OCCUPANTS IN THE BUILDING WHICH RESULT FROM OR MAY BE ATTRIBUTABLE TO THE WORK. THE ALTERATIONS SHALL BE PERFORMED ONLY BETWEEN THE HOURS OF 7:00 A.M. AND 8:00 P.M., 7 DAYS A WEEK. AFTER HOURS WORK SHALL BE PERFORMED AT LESS THAN 5 DB AT LOT LINE. IT SHALL BE UNDERSTOOD AND AGREED THAT THE OWNER SHALL HAVE THE RIGHT TO HALT THE CONTRACTOR FROM PROCEEDING WITH THE WORK IN THE EVENT ANY COMPLAINTS ARE RECEIVED CONCERNING THE AMOUNT OF NOISE. ALL RUBBISH, RUBBLE, DISCARDED EQUIPMENT OR OTHER MATERIALS, EMPTY PACKING CARTONS, ETC. ARE TO BE REMOVED DAILY FROM THE BUILDING AT CONTRACTOR'S SOLE COST AND EXPENSE, IN BARRELS OR BAGS, AT SUCH TIMES AND IN SUCH MANNER AS THE SUPERINTENDENT OF THE MALL MAY DIRECT. CONTRACTOR SHALL SEE TO IT THAT ALL PRECAUTIONS SHALL BE TAKEN TO PREVENT DIRT AND DUST FROM PERMEATING OTHER PARTS OF THE MALL DURING THE PROGRESS OF THE ALTERATIONS. CONTRACTOR SHALL ERECT, MAINTAIN, AND REMOVE TEMPORARY PROTECTION FOR ALL WALLS, FLOORS, DOORWAYS, AND ELEVATORS FOR ANY DAY ON WHICH THEY ARE USED. TEMPORARY PROTECTION, IF ERECTED, SHALL BE REMOVED NIGHTLY. 3.3.10 BY EXECUTING THIS CONTRACT, CONTRACTOR SHALL UNDERTAKE TO INDEMNIFY AND HOLD HARMLESS THE CORPORATION, THE MALL, AGAINST ANY CLAIMS FOR DAMAGE TO PERSONS OR PROPERTY SUFFERED AS A RESULT OF THE WORK, WHETHER OR NOT CAUSED BY NEGLIGENCE, AND ANY EXPENSES (INCLUDING, WITHOUT LIMITATION, ATTORNEYS FEES AND DISBURSEMENTS) INCURRED BY THE CORPORATION IN CONNECTION THEREWITH. IF REQUESTED, CONTRACTOR SHALL PROCURE A BOND OR AGREEMENT FROM AN INSURANCE COMPANY, ACCEPTABLE TO THE CORPORATION, INSURING PERFORMANCE BY HIM OF THE PROVISIONS OF THIS PARAGRAPH. BOND PREMIUM SHALL BE PAID BY THE OWNER. 3.3.11 IF THE OPERATION OF THE MALL OR ANY OF ITS EQUIPMENT IS IN ANY WAY ADVERSELY AFFECTED BY REASON OF THE WORK, CONTRACTOR AGREES AT HIS SOLE COST AND EXPENSE TO PROMPTLY REMOVE THE CAUSE THEREOF UPON BEING ADVISED THEREOF BY THE CORPORATION OR THE MALL. 3.3.12 UNDER NO CIRCUMSTANCE WILL SAID WORK INTERFERE WITH THE NORMAL OPERATIONS OF THE MALL AND THE CONTRACTOR WILL FOLLOW THE INSTRUCTION OF THE MALL AS TO THE USE AND SCHEDULING OF THE SERVICE ELEVATOR. 3.3.13 IF THE OPERATION OF THE BUILDING, ITS HEATING, AIR CONDITIONING, ELECTRICAL, AND PLUMBING SYSTEMS, OR ANY EQUIPMENT IS ADVERSELY AFFECTED BY THE WORK, THE CONTRACTOR SHALL, WHEN SO ADVISED, PROMPTLY REMOVE THE CAUSE OF THE PROBLEM, OR IF THERE IS ANY DAMAGE WHATSOEVER TO THE BUILDING, ITS MACHINERY, OR EQUIPMENT THE CONTRACTOR SHALL REIMBURSE THE CORPORATION FOR THE COST OF THE RESTORATION. RECOGNIZE THAT THERE WILL BE NO CHANGE IN THE NORMAL HOURS OF OPERATION OF THE BUILDING'S HEATING SYSTEM (OR AIR CONDITIONING SYSTEM, IF ANY) TO FACILITATE THE FUNCTIONING OF ANY HEATING OR AIR CONDITIONING UNITS THE CONTRACTOR MAY BE INSTALLING. D. ARTICLE 3.9, SUPERINTENDENT. 3.9.2 CONTRACTOR SHALL MAKE ARRANGEMENTS AND HAVE INSTALLED A 'JOB PHONE', COMPUTER WITH E-MAIL, PRINTER AND FAX AND MAINTAIN THIS EQUIPMENT ON PREMISES FOR DURATION OF PROJECT, AT CONTRACTOR'S COST. 3.9.3 CONTRACTOR SHALL EMPLOY FULL TIME ON-SITE 'SUPERINTENDENT' SPECIFICALLY FOR THIS PROJECT. 3.9.4 CONTRACTOR SHALL EMPLOY FULL TIME 'LABORER' ON SITE SPECIFICALLY FOR THIS PROJECT. E. ARTICLE 3.12, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. 3.12.12 CATALOG NUMBERS AND SPECIFIC NAMES USED IN CONNECTION WITH MATERIALS MENTIONED IN THESE SPECIFICATIONS ARE USED TO ESTABLISH THE STANDARD OF QUALITY AND UTILITY REQUIRED. MATERIALS WHICH ARE EQUAL IN QUALITY AND UTILITY TO THOSE SPECIFIED MAY BE SUBMITTED FOR CONSIDERATION. 3.12.13 ALL MATERIALS MUST BE APPROVED BY THE ARCHITECT IN WRITING. FOR THIS PURPOSE THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT SUFFICIENT DATA, DRAWINGS, SAMPLES, LITERATURE, OR OTHER DETAILED INFORMATION(IN TRIPLICATE COPY) AS WILL DEMONSTRATE THAT THE PROPOSED SUBSTITUTE MATERIAL IS EQUAL IN QUALITY AND UTILITY TO THE MATERIAL SPECIFIED. THE ARCHITECT WILL MAKE APPROVALS IN WRITING. A SHOP DRAWING AND MATERIALS SUBMITTALS LOG SHALL BE SUBMITTED BY THE GC AT THE START OF THE PROJECT AND SHALL BE UPDATED ON A WEEKLY BASIS. 3.12.14 SUCH APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FROM COMPLYING WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CHANGES CAUSED BY HIS PROPOSED SUBSTITUTIONS WHICH AFFECT OTHER PARTS OF HIS OWN WORK OR THE WORK OF THE SUBCONTRACTORS. 3.12.15 CONTRACTOR SHALL SUBMIT SCHEDULE FOR THE SUBMITTAL OF SHOP DRAWINGS TO ARCHITECT WITHIN TWO WEEKS AFTER THE SIGNING OF THE CONTRACT AND INSTALLATION OF PERFORMANCE OF SUBCONTRACTORS, STRUCTURES, MATERIALS OR EQUIPMENT.

DIVISION 1: GENERAL R'QMTS F. ARTICLE 9.3, APPLICATION FOR PAYMENTS. 9.3.4 THE PROGRESS SCHEDULE MUST BE REVISED AND SUBMITTED WITH THE COST BREAKDOWN WITH EACH REQUEST FOR PAYMENT AND MUST SHOW THE AMOUNT OF WORK COMPLETED WITHIN THE PRECEDING MONTH AND TOTAL COMPLETED TO DATE FOR EACH PORTION OF THE WORK. FAILURE TO MAINTAIN AND SUBMIT CURRENT MONTHLY REVISED PROGRESS SCHEDULES COULD DELAY MONTHLY PROGRESS PAYMENTS. NO PAYMENT MADE TO THE CONTRACTOR, NOR PARTIAL OR ENTIRE USE OR OCCUPANCY OF THE WORK BY THE OWNER, SHALL BE AN ACCEPTANCE OF ANY WORK OR MATERIALS NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. F. STANDARDS SHOWN SHALL APPLY EXCEPT WHEN APPLICABLE GOVERNING CODES OR REGULATIONS, OR BUILDING RULES AND REGULATIONS, ARE MORE RESTRICTIVE AND STRINGENT IN WHICH CASE SUCH CODES AND REGULATIONS SHALL GOVERN. G. MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS SHALL BE ADHERED TO FOR ALL MATERIALS USED. H. SHOULD ANY QUESTION ARISE PERTAINING TO A SPECIFIC ITEM OF WORK AS A RESULT OF CONFLICTING DESCRIPTIONS OF SUCH WORK WITHIN THE CONTRACT DOCUMENTS, THE DESCRIPTION, SPECIFICATIONS, DETAILS, OR DRAWINGS WHICH INDICATE A HIGHER QUALITY STANDARD, A HIGHER COST, OR A MORE COMPLEX CONSTRUCTION, SHALL PREVAIL UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. I. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO MAKE ALL CHARGES FOR MATERIALS MOVING, AND MATERIAL REMOVAL. J. GENERAL CONTRACTOR SHALL PROVIDE ORIGINAL COPIES OF WORKMAN’S COMPENSATION AND DISABILITY INSURANCE FORMS TO OWNER. K. THE CONTRACTOR SHALL CONFORM TO REGULATIONS OF THE MALL PERTAINING TO ALL ASPECTS OF THE CONSTRUCTION PROCESS. 2. GENERAL CONDITIONS: THE AIA DOCUMENT A201 1997 EDITION, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHALL BE A COMPONENT OF THIS SPECIFICATION. 3. CODES: THE WORK SHALL CONFORM TO ALL APPLICABLE LOCAL CODES AS REQUIRED. ANY ITEM OF WORK WHICH THE CONTRACTOR FEELS DOES NOT CONFORM WITH CODE SHALL BE BROUGHT TO THE ARCHITECT’S ATTENTION PRIOR TO THE WORK BEING PERFORMED. 4. COORDINATION OF WORK OF MATERIALS: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE FITTINGS AND MATCHING OF MATERIALS AND EQUIPMENT SUPPLIED TO BY ANY AND ALL OF HIS SUBCONTRACTORS OR SUPPLIERS. THE CONTRACTOR SHALL NOTIFY, AS SOON AS POSSIBLE, IN WRITING, TO THE SPECIFIC SUBCONTRACTORS OR SUPPLIERS OF ANY APPROVED CHANGES TO THE STRUCTURES, MATERIALS OR EQUIPMENT WHICH COULD EFFECT THE INTEGRITY. 5. PROTECTION & PRECAUTIONS: A. THE CONTRACTOR SHALL EXERCISE CAUTION WITH HIS METHOD OF ERECTION AND HANDLING OF EQUIPMENT [CRANES, HOISTS, TRUCKS, ETC.] AND IN ALL OTHER WAYS, SO AS TO PREVENT DAMAGE TO EXISTING STRUCTURE AND TO AVOID INTERFERENCE WITH THE OWNER'S ONGOING OPERATIONS. REPAIR OR REPLACEMENT COSTS, IF ANY, SHALL BE THE CONTRACTOR'S RESPONSIBILITY. ALL EQUIPMENT OPERATION SHALL BE DONE WITH A LICENSED OPERATOR AND UNDER THE APPROPRIATE PERMITS. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL OPENINGS IN ACCORDANCE WITH OSHA REGULATIONS. C. MAKE SUCH EXPLORATIONS AND PROBES AS ARE NECESSARY TO ASCERTAIN ANY REQUIRED PROTECTION MEASURES BEFORE PROCEEDING WITH DEMOLITION AND REMOVAL. GIVE PARTICULAR ATTENTION TO SHORING AND BRACING REQUIREMENTS SO AS TO PREVENT ANY DAMAGE TO EXISTING CONSTRUCTION, DIMENSIONS WALLS, FLOORS, CEILING OF NEIGHBORING OCCUPANTS AND PROPERTIES. D. [NOT USED.] E. PROVIDE AND MAINTAIN TEMPORARY PROTECTION OF THE EXISTING STRUCTURE DESIGNATED TO REMAIN WHERE DEMOLITION, REMOVAL AND NEW WORK IS BEING DONE, CONNECTIONS MADE, MATERIALS HANDLED, OR EQUIPMENT MOVED. F. TAKE NECESSARY PRECAUTIONS TO PREVENT DUST AND DIRT FROM RISING BY WETTING DEMOLISHED MASONRY, CONCRETE, PLASTER AND SIMILAR DEBRIS. PROTECT UNALTERED PORTIONS OF THE EXISTING BUILDING AND EFFECTED BY THE OPERATIONS UNDER THIS SECTION BY DUSTPROOF PARTITIONS AND OTHER ADEQUATE MEANS. TEMPORARY DUSTPROOF SHALL HAVE SOUND INSULATION WITHOUT PARTITIONS. PARTITION SHALL BE MADE AS TO RELOCATABLE WITHOUT RAISING ANY DUST OR DIRT, CONSTRUCTION PARTITIONS AS DETAILED WITH HOLLOW METAL DOOR AND FRAMES. G. PROVIDE ADEQUATE FIRE PROTECTION IN ACCORDANCE WITH LOCAL FIRE DEPARTMENT REQUIREMENTS. H. DO NOT CLOSE OR OBSTRUCT WALKWAYS, PASSAGEWAYS OR STAIRWAYS WITHOUT THE AUTHORIZATION OF THE ARCHITECT. DO NOT STORE OR PLACE MATERIALS IN PASSAGEWAYS, STAIRS, OR OTHER MEANS OF EGRESS. CONDUCT OPERATIONS WITH MINIMUM TRAFFIC INTERFERENCES. I. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE OR CONTENTS IF DEEMED RESULTANT OF THE CONTRACTOR'S OPERATIONS. 8. SCHEDULES: A. BEFORE COMMENCING ANY ALTERATION OF DEMOLITION WORK, CONTRACTOR SHALL SUBMIT FOR REVIEW BY THE ARCHITECT AND OWNER, A SCHEDULE SHOWING THE COMMENCEMENT FOR ALL PHASES OF WORK, THE ORDER AND COMPLETION DATES FOR THE VARIOUS AREAS OF THIS PROJECT. B. BEFORE STARTING ANY WORK RELATING TO EXISTING UTILITIES [ELECTRICAL, WATER, HEAT, GAS, FIRESTAND PIPE, ETC.] THAT WILL TEMPORARILY DISCONTINUE OR DISRUPT SERVICE TO THE EXISTING BUILDING, NOTIFY OWNER 72 HOURS IN ADVANCE AND OBTAIN WRITTEN AUTHORIZATION OF OWNER AND PERMITS FOR AUTHORIZED SHUT-OFFS FROM UTILITY COMPANIES.

9. MATERIALS AND SHOP DRAWING APPROVALS: NO MATERIALS EQUIPMENT, OR PRODUCTS SHALL BE PURCHASED OR INSTALLED WITHOUT REQUIRED SAMPLES AND/OR SHOP DRAWINGS WITH APPROVAL BY ARCHITECT OR OWNER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE INFORMATION REQUIRED ON ALL MATERIALS IN A TIMELY FASHION FOR APPROVAL. ANY PROPOSED SUBSTITUTIONS SHALL BE CLEARLY NOTED AND SUBMITTED FOR APPROVAL. 11. WORKMANSHIP: A. DEMOLITION, REMOVAL AND ALTERATION WORK SHALL BE SHOWN ON THE DRAWINGS. PERFORM WORK REQUIRED WITH DUE CARE, INCLUDING SHORING, BRACING, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE WHICH MAY BE CAUSED BY SUCH WORK TO ANY PART OR PARTS OF EXISTING STRUCTURE[S] OR ITEMS DESIGNATED FOR RE-USE. PERFORM PATCHING, RESTORATION AND NEW WORK IN ACCORDANCE WITH APPLICABLE TECHNICAL SECTIONS OF THE SPECIFICATIONS. B. MATERIALS OR ITEMS DESIGNATED TO BECOME THE PROPERTY OF THE OWNER SHALL BE SHOWN ON THE DRAWINGS. REMOVE SUCH ITEMS WITH CARE AND STORE THEM IN A LOCATION AT THE SITE TO BE DESIGNATED BY THE OWNER. C. MATERIALS OR ITEMS DESIGNATED TO BE INSTALLED SHALL BE AS SHOWN ON THE DRAWINGS. REMOVE SUCH ITEMS WITH CARE, UNDER THE SUPERVISION OF THE TRADE RESPONSIBLE FOR REINSTALLATION: PROTECT AND STORE UNTIL REQUIRED. REPLACE MATERIAL OR ITEMS DAMAGED IN ITS REMOVAL WITH SIMILAR NEW MATERIALS. D. MATERIALS OR ITEMS DEMOLISHED AND NOT DESIGNATED TO BECOME THE PROPERTY OF THE OWNER OR TO BE REINSTALLED, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE OWNER'S PROPERTY. E. EXECUTE THE WORK IN A CAREFUL AND ORDERLY MANNER, WITH THE LEAST POSSIBLE DISTURBANCE TO THE PUBLIC AND TO THE OCCUPANTS OF THE BUILDING. F. IN GENERAL, DEMOLISH MASONRY IN SMALL SECTIONS. WHERE NECESSARY TO PREVENT COLLAPSE OF ANY CONSTRUCTION, INSTALL TEMPORARY SHORES, STRUTS OR BRACING. G. WHERE ALTERATIONS OCCUR, OR NEW OR OLD WORK JOIN, CUT, REMOVE, PATCH, REPAIR OR REFINISH THE ADJACENT SURFACES OR SO MUCH THEREOF AS IS REQUIRED BY THE INVOLVED CONDITION, AND LEAVE IN AS GOOD A CONDITION AS EXISTED PRIOR TO THE COMMENCING OF THE WORK. THE MATERIAL AND WORKMANSHIP EMPLOYED IN THE ALTERATIONS, UNLESS OTHERWISE SHOWN OR SPECIFIED, SHALL CONFORM TO THAT OF THE ORIGINAL SHOWN OR SPECIFIED, SHALL CONFORM TO THAT OF THE ORIGINAL WORK. ALTERATION WORK SHALL BE PERFORMED BY THE VARIOUS RESPECTIVE TRADES WHICH NORMALLY PERFORMS THE PARTICULAR ITEMS OF WORK. H. FINISH NEW AND ADJACENT EXISTING SURFACES AS SPECIFIED FOR NEW WORK. CLEAN EXISTING SURFACES OF DIRT, GREASE, LOOSE PAINT, ETC., BEFORE REFINISHING. 12. CLEAN UP: REMOVE DEBRIS AS THE WORK PROGRESSES. MAINTAIN PREMISES IN A NEAT AND CLEAN CONDITION. 13. FINAL CLEANING: IN ADDITION TO THE CLEANING SPECIFIED IN THE GENERAL CONDITIONS AND VARIOUS SECTIONS OF THE SPECIFICATIONS THE AREAS OF CONSTRUCTION SHALL BE PREPARED FOR SUBSTANTIAL COMPLETION AND ACCEPTANCE BY A THOROUGH CLEANING THROUGHOUT, INCLUDING WASHING OR CLEANING BY APPROVED METHODS ALL SURFACES ON WHICH DIRT HAS COLLECTED, AND BY WASHING THE INSIDE AND OUTSIDE OF GLASS, AND INCLUDING A THOROUGH WASHING OF FIXTURES, CABINETS, WALLS, FLOORS, ETC. PROVIDE AND MAINTAIN THROUGH COURSE OF CONSTRUCTION ADEQUATE PROTECTION OF ALL FLOORS AND WALLS. THIS CLEANING SHALL BE DONE JUST PRIOR TO FINAL INSPECTION. RECLEANING WILL NOT BE REQUIRED AFTER THE WORK HAS BEEN INSPECTED AND ACCEPTED UNLESS LATER OPERATIONS MAKE RECLEANING OF CERTAIN PORTIONS NECESSARY. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AS HEREIN SPECIFIED AND REMOVAL OF ALL RELATED DEBRIS. 14. NOT-IN- CONTRACT ITEMS, THE SCOPE OF WHICH ARE INDICATED ON THE DRAWINGS AS FOLLOWS; A. FRONT OF HOUSE MILLWORK (COORDINATION BY GC) B. STEREO SYSTEM (WIRING BY GC, TERMINATION BY OWNER'S VENDOR) C. TELEPHONE SYSTEM (GC TO PULL WIRE, GA TO TERMINATE) D. TV MONITORS AND AV EQUIPMENT (GC TO PROVIDE POWER AND COORDINATE WITH OWNER'S VENDOR FOR INSTALLATION) E. POS SYSTEM (GC TO PROVIDE POWER AND COORDINATE WITH OWNER'S VENDOR FOR INSTALLATION) F. SECURITY EQUIPMENT ( GC TO PULL WIRE, GA'S VENDOR TO TERMINATE AND INSTALL.) G. STONE MATERIAL FOR FLOORS AND BASE AT SALES FLOOR AND CLIENT BATHROOMS (INSTALLATION AND COORDINATION BY GC) H. FREE STANDING FURNITURE AT SALES FLOOR **SEE "RESPONSIBILITY MATRIX" ON A15. APPROVAL OF SUBCONTRACTOR THE CONTRACTOR AGREES THAT HE IS FULLY RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMISSIONS OF HIS SUBCONTRACTORS AND OF PERSON DIRECTLY EMPLOYED BY HIM. NOTHING CONTAINED IN THE CONTRACT DOCUMENTS SHALL CREATE ANY CONTRACTUAL RELATION BETWEEN ANY SUBCONTRACTOR AND THE OWNER. 16. PRE-CONSTRUCTION MEETING MEET WITH THE OWNER’S DESIGNATED CONSTRUCTION REPRESENTATIVE BEFORE STARTING CONSTRUCTION. DISCUSS PROCEDURES AND REQUIREMENTS FOR SITE ACCESS, WORK HOURS, PARKING, DELIVERIES AND RECEIVING, DEBRIS AND WASTE RECEPTACLES, TEMPORARY BARRICADE AND CONSTRUCTION OPERATIONS THAT MAY BE OFFENSIVE. 17. MAINTENANCE OF CONSTRUCTION DOCUMENTS THE CONTRACTOR SHALL MAINTAIN AT THE PROJECT SITE, A “RECORD” SET OF CONSTRUCTION DOCUMENTS AND THE FOLLOWING RELATED DRAWINGS OR DOCUMENTS PREPARED BY OTHERS: CASEWORK SHOP DRAWINGS PREPARED BY THE CASEWORK FABRICATOR. DO NOT CONSTRUCT ANY PORTION OF THE WORK RELATED TO THESE DRAWINGS AT ANY TIME WITHOUT SUCH DRAWINGS BEING AVAILABLE AT THE PROJECT SITE.

18. TEMPORARY FACILITIES PROVIDE AND COMPLETE ALL PRELIMINARY WORK AND TEMPORARY CONSTRUCTION REQUIRED AS INDICATED AND REQUIRED.

1A. SUMMARY OF WORK 1. SCOPE: THE WORK CALLED FOR IN THIS SPECIFICATION INVOLVES ALTERATIONS AT FRETTE AT THE MALL AT SHORT HILLS, NJ

DIVISION 1: GENERAL REQUIREMENTS

A. WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS TO PERFORM ALL WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN, IN SUCH A WAY THAT ALL AREAS WILL BE COMPLETED, FINISHED AND ALL WORK PROPERLY EXECUTED IN ACCORDANCE WITH GOOD TRADE PRACTICE AND ACCEPTABLE TO THE OWNER AND ARCHITECT AND WHERE REQUIRED, BY THE BUILDING MANAGEMENT. WORK NOT INDICATED, BUT INFERABLE, TO COMPLETE THE WORK, SHALL BE UNDERSTOOD TO BE INCLUDED AND TO BE PART OF THE CONTRACT.

1C. TEMPORARY FACILITIES 1. LIGHT & POWER PROVIDED BY ELECTRICAL CONTRACTOR OR REUSE EXISTING FROM LOCATION OF LANDLORD’S SERVICE AND PAY ALL COSTS FOR SAME, FOR ALL CONTRACTOR(S) TO SUBJECT SPACE. VERIFY REQUIREMENTS WITH LANDLORD. 2. WATER SUPPLY THE CONTRACTOR SHALL MAKE ALL NECESSARY ARRANGEMENTS FOR PERMANENT WATER SERVICE AND PRESSURE REGULATOR FOR ALL PURPOSES OF CONSTRUCTION, PAYING ALL COSTS IN CONNECTION WITH SAME, AND FOR ALL WATER USED. THIS SHALL INCLUDE ALL MEANS OF CONVEYING SAME TO PLACE WHERE REQUIRED. 3. ELECTRICAL ENERGY THE CONTRACTOR SHALL MAKE ALL NECESSARY APPLICATIONS, PAY ALL DUES AND CHARGED, OBTAIN NECESSARY PERMITS, PROVIDE AND MAINTAIN ELECTRICAL ENERGY FROM STORE PERMANENT ELECTRICAL FACILITIES FOR LIGHTING, POWER FOR ALL ELECTRIC TOOLS AND EQUIPMENT REQUIRED INSTRUCTION OF ALL BRANCHES OF THE WORK AND PAY FOR ALL CURRENT USED AS REQUIRED BY THE LANDLORD AND UTILITY. 4. TELEPHONE & FAX THE CONTRACTOR SHALL FURNISH AND MAINTAIN ON THE JOB SITE, A TEMPORARY TELEPHONE, FAX, COMPUTER WITH EMAIL AT THE BEGINNING OF THE PROJECT FOR THE USE OF THOSE CONNECTED WITH THE WORK AND FURNISH FREE TELEPHONE SERVICES ON ALL LOCAL CALLS. IF STORE TELEPHONE ALREADY EXISTS, PROVIDE ADDITIONAL PHONE. BEEPER S DO NOT QUALIFY AS A TELEPHONE. 5. SANITARY FACILITIES PROVIDE ON-SITE TOILET FACILITY FOR USE BY ALL WORKERS ON SITE. WITH LANDLORD’S PERMISSION BUILDING FACILITIES MAY BE UTILIZED. 6. FIRE PROTECTION TENANT’S CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS WITHIN THE PREMISES AS REQUIRED BY CODE AND/OR INSURANCE COMPANIES, OR VERIFY THAT ONE IS EXISTING IN THE CASE OF A REMODELING. DISCONNECT AND SEAL UTILITIES SERVING STRUCTURE TO BE DEMOLISHED PRIOR TO START OF DEMOLITION WORK. 7. STRICTLY PROHIBITED WORK AND PRACTICES INSTALLATION OF ANY COMBUSTIBLE MATERIALS ABOVE FINISHED CEILINGS OR IN ANY OTHER CONCEALED NOT-SPRINKLER SPACE. IMPOSING ANY STRUCTURAL LOAD, TEMPORARY OR PERMANENT, ON ANY PART OF THE LANDLORD’S WORK OR STRUCTURE WITHOUT APPROVAL. CUTTING ANY HOLE IN LANDLORD-INSTALLED FLOOR SLAB, WALLS OR ROOF WITHOUT PROPER APPROVALS AND NOT IN ACCORDANCE WITH INSTRUCTIONS HEREIN AND PROPER CONSTRUCTION PROCEDURES. ATTACHING TO OR HANGING FROM LANDLORD’S HVAC, PLUMBING, SPRINKLER PIPING OR CONDUIT. 13. POLLUTION CONTROLS USE WATER SPRINKLING TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO LIMIT DUST AND DIRT RISING AND SCATTERED IN AIR TO LOWEST PRACTICAL LEVEL. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROJECTION. DO NOT USE WATER WHEN IT MAY CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS ICE, FLOODING AND POLLUTION. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT AND DEBRIS CAUSED BY DEMOLITION OPERATIONS, AS DIRECTED BY ARCHITECT OR GOVERNING AUTHORITIES. RETURN ADJACENT AREAS TO CONDITION EXISTING PRIOR TO START OF WORK.

B. ALL WORK INDICATED ON DRAWINGS AS NIC [NOT IN CONTRACT] WILL BE PROVIDED BY OTHERS BUT INSTALLED AS PART OF THIS CONTRACT, UNLESS OTHERWISE NOTED. C. CONTRACTOR SHALL SURVEY EXISTING CONDITIONS AND INCLUDE REPAIR OF EXISTING CONDITIONS TO REMAIN WHERE REQUIRED.

ALTERATION TYPE 2 NO CHANGE OF USE, EGRESS OR OCCUPANCY, INTERIOR WORK ONLY

D. CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL APPLICATIONS, AND OBTAINING PERMITS AND SIGNOFFS FOR UTILITY COMPANIES, AND PERMITS FOR BUILDING DEPARTMENT WORK. ALL WORK SHALL CONFORM TO ALL LANDLORD GUIDELINES FOR TENANT CONSTRUCTION ALTERATION. ARCHITECT WILL PREPARE AND FILE PLANS WITH THE BUILDING DEPARTMENT AND PROVIDE “PERMIT READY” PLANS. 1D. PROJECT CLOSE OUT FINAL CLEANING: PRIOR TO OWNER OCCUPANCY AND AGAIN PRIOR TO STORE OPENING, CLEAN IN ACCORDANCE WITH EXCELLENT HOUSEKEEPING PRACTICES. REMOVE GREASE, MASTIC, ADHESIVES, DUST, STAINS, FINGERPRINTS, LABELS, AND OTHER FOREIGN MATERIALS FROM SIGHT EXPOSED SURFACES. WASH AND SHINE STOREFRONT GLAZING AND MIRRORS. POLISH GLOSSY SURFACES TO SHINE CLEARLY. VACUUM CLEAN ALL CARPETS. SEAL STONE FLOORS AS RECOMMENDED BY THE MANUFACTURER. VERIFY ENTIRE WORK IS CLEAN. CLEAN AND WAX ALL VINYL FLOORING. COMPLIANCE: COMPLY WITH SAFETY STANDARDS AND GOVERNING REGULATIONS FOR CLEANING OPERATIONS. DO NOT DISCHARGE VOLATILE OR OTHER HARMFUL OR DANGEROUS MATERIALS INTO THE DRAINAGE SYSTEMS. REMOVE WASTE MATERIALS FROM THE SITE AND DISPOSE OF IN A LAWFUL MANNER. B. MATERIALS & MAINTENANCE MANUALS MANUALS TO INCLUDE OPERATION AND MAINTENANCE INSTRUCTIONS AND COMPLETE PARTS LISTS AS FURNISHED BY MANUFACTURER FOR ALL SYSTEMS, EQUIPMENT AND FIXTURES. FURNISH FINISHED COPIES IN OVERSIZED ENVELOPE, OVERSIZED DRAWINGS ACCORDION - FOLDED, INCLUDE TYPEWRITTEN INDEX AND TABBED DIVIDERS BETWEEN CATEGORIES. E. EXTRA STOCK TURN OVER EXTRA STOCK SPECIFIED IN TECHNICAL SECTIONS TO OWNER’S REPRESENTATIVE AS DIRECTED BY OWNER. D. THE FOLLOWING WORK CONSTITUTES SUBSTANTIAL COMPLETION 1. ALL CONSTRUCTION TO BE COMPLETE, READY FOR USE FOR WHICH THE PROJECT IS INTENDED. 2. ALL CLEANING VACUUMING AND DUSTING COMPLETE. 3. ALL DEBRIS, SCAFFOLDS, LADDERS, TOOLS AND EQUIPMENT REMOVED FROM JOB SITE. 4. MECHANICAL: ALL SYSTEMS IN OPERATIONAL CONDITION AND APPROVED BY THE BUILDING ALL CONTROLS, DIFFUSERS, AND REGISTERS COMPLETE, SYSTEMS BALANCED (* BALANCING REPORT REQUIRED FOR PUNCHLIST INSPECTION) ALL PLUMBING COMPLETE). 5. ELECTRICAL: ALL SYSTEMS IN OPERATING CONDITION, COMPLETE WITH TRIM; ALL LIGHT FIXTURES OPERABLE WITH LAMPS AND LENSES, MAINTENANCE DATA. 6. CERTIFICATE OF OCCUPANCY OBTAINED FROM LOCAL AGENCIES. 7. LANDLORD APPROVAL TO OPEN, UNIT FOR BUSINESS. E. TURNOVER REQUIREMENTS 1. THE CONTRACTOR SHALL ARRANGE FOR ALL INSPECTIONS AND FURNISH OWNERS REPRESENTATIVE WITH THE CERTIFICATE OF OCCUPANCY, GENERAL CONTRACTOR IS ALSO TO PROVIDE A TYPE WRITTEN LIST OF NAMES, ADDRESSES AND PHONE NUMBERS OF ALL SUB-CONTRACTORS AND ALL MATERIAL SUPPLIERS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING THE ENTIRE SPACE CLEAN AT THE TIME OF TURN OVER AND THE DAY PRIOR TO OPENING FOR BUSINESS. 3. IF REQUIRED BY LANDLORD THE CONTRACTOR SHALL SECURE ANY NECESSARY APPROVALS FOR THE SPRINKLER SYSTEM FOR THE LANDLORDS INSURANCE CARRIER. 4. CONTRACTOR SHALL EXPLAIN THE OPERATION OF ALL MECHANICAL SYSTEMS TO THE OWNERS REPRESENTATIVE AND MARKING EACH KEY FOR IDENTIFICATION. 5. THE CONTRACTOR SHALL SET ALL TIME CLOCKS, THERMOSTATS ETC. PER THE OWNERS REPRESENTATIVE AND PROVIDING COPIES OF OPERATION, MAINTENANCE OR A WARRANTY MANUAL. 6. THE CONTRACTOR SHALL EXPLAIN THE OPERATION OF ALL MECHANICAL SYSTEMS TO THE OWNERS REPRESENTATIVE AND PROVIDING COPIES OF OPERATION, MAINTENANCE AND WARRANTY MANUALS. 7. GENERAL CONTRACTOR SHALL SUBMIT ONE COMPLETE SET OF REPRODUCIBLE DRAWINGS INDICATING ALL DISCREPANCIES, CHANGED, ETC, AND ACTUAL LOCATIONS OF CONCEALED WORK (IE UNDERGROUND CONDUIT) TO THE OWNERS REPRESENTATIVE PRIOR TO FINAL APPLICATION FOR PAVEMENT. 8. ALL PUNCHLIST ITEMS MUST BE CORRECTED PRIOR TO OFFICE TURNOVER. ITEMS NOT CORRECTED AT THIS TIME WILL BE CORRECTED BY TENANT AND BILLED BACK TO CONTRACTOR AT TENANT’S COST.

REV DATE

DESCRIPTION

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

G. AS BUILT DOCUMENTS AND LIEN WAIVERS MUST BE SUBMITTED PRIOR TO APPROVAL OF LAST PAYMENT. IT IS ALSO TO BE A PUNCHLIST ITEM. H. GC TO ARRANGE FOR ELECTRICAL CONTRACTOR AT SITE DURING TURN OVER TO ASSIST IN AIMING OF LIGHTS.

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252 DRAWING TITLE

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

GENERAL NOTES CONTRACT NOTES SPECIFICATIONS (1)

SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

DIVISION II: CONTRACT FORMS AND CONDITIONS

DRAWING BY

CKD BY

DWG No.

T-005 SCALE

As Noted

SHEET

DIVISION 3: CONCRETE

DIVISION 4: MASONRY

DIVISION 5: MISC METALS

2A. DEMOLITION 1. SCOPE OF WORK: DEMOLISH ITEMS AS SHOWN ON DEMOLITION PLANS.

3A. CONCRETE WORK (SEE STRUCTURAL ENGINEER’S NOTES AND SPECIFICATIONS)

4A. UNIT MASONRY: 1. SCOPE OF WORK: FURNISH ALL MASONRY WORK AS SHOWN ON DRAWINGS FOR NEW EXTERIOR STOREFRONT CMU BACK UP. PROVIDE 6” & 8” CONCRETE BLOCK REINFORCED AND OR FILL SOLID AS PER STRUCTURAL DRAWINGS FOR CONCEALED WORK. (AT REAR STOREFRONT).

5A. STRUCTURAL STEEL AND MISCELLANEOUS METALS (SEE STRUCTURAL NOTES PREPARED BY STRUCTURAL ENGINEER)

2. STANDARDS: EXCEPT AS MODIFIED BY GOVERNING CODES AND BY THIS SPECIFICATION, COMPLY WITH THE APPLICABLE PROVISIONS AND RECOMMENDATIONS OF THE FOLLOWING: "AMERICAN STANDARD SAFETY CODE FOR BUILDING CONSTRUCTION," ANSI A10.2 OF THE AMERICAN NATIONAL STANDARDS INSTITUTE, AND "SAFETY REQUIREMENTS FOR DEMOLITION," ANSI A10.6 OF THE AMERICAN NATIONAL STANDARDS INSTITUTE. 3. PRECAUTIONS: PROVIDE, ERECT, AND MAINTAIN LIGHTS, BARRIERS AND ALL OTHER ITEMS AS REQUIRED FOR THE PROPER PROTECTION OF ADJACENT CONSTRUCTION AND THE WORKMEN ENGAGED IN DEMOLITION AND CONSTRUCTION AS WELL AS PASSERS BY ON SIDEWALK. PROVIDE AND MAINTAIN TEMPORARY PROTECTION OF THE EXISTING STRUCTURE DESIGNATED TO REMAIN WHERE DEMOLITION AND REMOVAL WORK IS BEING DONE, CONNECTIONS MADE, MATERIALS HANDLED, OR EQUIPMENT MOVED. BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE, FIXTURES AND FITTINGS, APPURTENANCES, OR CONTENTS BY REASON OF THE INSUFFICIENCY OF PROTECTION PROVIDED. PROVIDE AND MAINTAIN WEATHER PROTECTION AT EXTERIOR OPENINGS SO AS TO FULLY PROTECT THE INTERIOR PREMISES AGAINST ALL DAMAGE FROM THE ELEMENTS. DURING DEMOLITION CONTROL DUST WITH GREEN SWEEPING COMPOUND OR BY LIGHTLY WATERING DOWN DEBRIS. ERECT DUST PROOF PARTITIONS OR BARRIERS TO PREVENT THE SPREAD OF DUST TO BUILDING LOBBY, STAIR HALLS, ELEVATORS AND STREET. 4. WORKMANSHIP: WHERE EXISTING WALLS AND CEILINGS ARE TO REMAIN, LEAVE EDGES OF EXISTING MATERIALS NEAT, SHARP, AND FIRMLY IN PLACE SO THAT NEW MATERIALS CAN BE PROPERLY AND NEATLY ADJOINED TO OLD. 5. DEMOLITION: ALL PARTITIONS, CEILINGS, FLOORS, DOORS, FRAMES, HARDWARE, LIGHTING FIXTURES, AIR CONDITIONING EQUIPMENT AND DUCTWORK NOT INDICATED ON THE DRAWINGS AS EITHER NEW OR EXISTING TO REMAIN SHALL BE DEMOLISHED. ALL OTHERS SHALL BE DEMOLISHED. THE SCHEDULING OF ALL WORK AND THE REMOVALS OF ALL DEBRIS SHALL BE IN FULL COMPLIANCE WITH THE BUILDING RULES AND REGULATIONS AND ALL SPECIAL PROVISIONS AND OVERTIME EXPENSES RELATIVE TO HOISTING AND NON-DISTURBANCE OF THE HOTEL TENANTS. 6. ALL DEBRIS AND PRODUCTS OF DEMOLITION NOT DESIGNATED FOR REUSE AND/OR DELIVERY TO THE OWNER SHALL BE REMOVED FROM THE PREMISES AND LEGALLY DISPOSED OF. THE DESIGNATION OF ITEMS TO BE SAVED SHALL OCCUR PRIOR TO COMMENCEMENT OF DEMOLITION. 7. MASONRY SHALL BE DEMOLISHED IN SMALL SECTIONS, WITH PERIMETER CUTS AT JOINTS TO PERMIT PROPER BONDING OF NEW TO OLD. OLD MORTAR SHALL BE COMPLETELY REMOVED WHERE NEW MEETS OLD. ALL EXISTING BUILDING FLASHING AND ROOFING ARE TO REMAIN INTACT AND UNDAMAGED. 8. SHORING:FURNISH AND INSTALL ALL SHORING AS MAY BE REQUIRED FOR DEMOLITION OF THE EXISTING STRUCTURE AND THE INSTALLATION OF NEW WORK. ALL SHORES SHALL REMAIN IN PLACE UNTIL NEW BEARING MATERIAL HAS BEEN INSTALLED AND WEDGED IN PLACE. 9. CLEAN-UP: LEAVE PREMISES CLEAN OF DEBRIS AN IN BLOOM CLEAN CONDITION. CLEAN THOROUGHLY ADJACENT SPACES. ALL ITEMS DESIGNATED TO BE SAVED SHALL BE STORED AND COVERED IN DESIGNATED AREA TO BE DETERMINED. 10. PAPER (WITH OWNER APPROVED MATERIAL) AND PROTECT WITH HOMOSOTE ALL GLASS STOREFRONT AND MULLION. 11. DAMAGES: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES DURING CONSTRUCTION AT NO COST TO LANDLORD OR TENANT. 12. UNDERSLAB WORK: WITH MINOR EXCEPTIONS, THE CONCRETE FLOOR SLABS ARE EXISTING. ALL UNDERSLAB WORK SHALL BE DONE BY THE GENERAL CONTRACTOR, AND IN ACCORDANCE WITH THE FOLLOWING: ALTERING OF EXISTING CONCRETE FLOORS SHALL BE DONE WITH PROPER MASONRY SAWS (PNEUMATIC JACK HAMMERS ARE NOT PERMITTED TO BE USED UNLESS PERMISSION IS OBTAINED FROM LANDLORD’S ON-SITE MANAGEMENT). NEW CONCRETE SHALL BE AT LEAST 3,000 PSI AND INSTALLED TO MATCH AND MEET ADJOINING SURFACES. 14. WORK PRACTICES: ALL WORK PRACTICES AND PERSONAL PERFORMING WORK IN TENANT SPACES MUST BE COMPATIBLE WITH THE PRACTICES AND PERSONNEL EMPLOYED AT THE HOTEL. UPON NOTICE THAT ANY WORK PRACTICES OR PERSONNEL ARE NOT COMPATIBLE, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE TERMINATION OF SAID PRACTICES OF THE IMMEDIATE REMOVAL OF SAID PERSONNEL FROM THE PROPERTY. 15. USE OF MALL: ACCESS TO THE MALL SHALL BE SUBJECT TO CONTROL AT ALL TIMES, BY THE BUILDING MANAGER FOR PURPOSES OF PROTECTING THE MALL FROM DAMAGE AND SECURITY. AT NO TIME SHALL THE MALL BE USED BY TENANT, CONTRACTOR OR ITS EMPLOYEES FOR LOUNGING, EATING, REST BREAKS, ETC. TENANT / CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING THAT THIS RULE IS STRICTLY OBSERVED BY HIS CONTRACTORS.

SCOPE OF WORK: PROVIDE CONCRETE FOR SLAB PATCHING AND ANY OTHER WORK CALLED FOR IN THE PLANS. 1. CONTRACTOR SHALL INSPECT JOB SITE CONDITIONS AND REPORT ANY VARIATIONS IN THE LEVEL OR SURFACE OF THE EXISTING SLAB THAT WOULD AFFECT THE AESTHETICS OR WEAR ABILITY OF THE FLOOR FINISH. 2. FINISH LEVEL OF SLAB SHALL BE COORDINATED WITH ARCHITECTURAL PLANS. 3. SEAL CONCRETE IN AREAS TO RECEIVE CARPETING AND VCT FLOORING. 4. ALL CONCRETE WORK TO BE PERFORMED TO ACI STANDARDS. 5. EXISTING FLOOR SLAB TO BE LEVELED FOR PROPER INSTALL OF TILE. SLAB SHOULD NOT VARY BY MORE THAN 1/2". 3B. FLOOR SLAB MODIFICATIONS GENERAL CONTRACTOR SHALL INSPECT THE EXISTING SLAB CONDITIONS TO DETERMINE THE AMOUNT OF CONCRETE FLOOR SLAB TO BE REMOVED AND REPLACED FOR INSTALLATION OF PLUMBING, ELECTRICAL, AND MECHANICAL WORK. ALL PENETRATIONS OF THE SLAB SHALL BE COORDINATED WITH THE STRUCTURAL ENGINEER.

2. STANDARDS: COMPLY WITH RECOMMENDATIONS OF BRICK INSTITUTE OF AMERICA BIA, FORMERLY SCPI), AND NATIONAL CONCRETE MASONRY ASSOCIATION. ALL EXTERIOR WORK SHALL BE PERFORMED UNDER BUILDING DEPARTMENT & OSHA GUIDELINES FOR PROTECTION AND PERMITS. 3. MATERIALS: A. CONCRETE BLOCK: MOISTURE-CURED , LIGHTWEIGHT AGGREGATE, HOLLOW, CONCRETE BLOCK SHALL BE MADE FROM PORTLAND CEMENT AND AGGREGATE. ALL UNITS SHALL BE STEAM CURED FOR NOT LESS THAT 8 HOURS. THERE SHALL BE AN INTERVAL OF NOT LESS THAT 3 HOURS BETWEEN THE FORMING OF THE UNITS AND THE CURING PROCESS. STEAM SHALL BE INTRODUCED UNIFORMLY AFTER THE FULL CURING PERIOD. AFTER DELIVERY TO THE JOB SITE LINEAR SHRINKAGE OF EACH UNIT SHALL NOT EXCEED 0.03 PERCENT. CONCRETE BLOCK SHALL COMPLY WITH THE REQUIREMENT SPECIFIED HEREIN, EXCEPT FOR MOISTURE CONTENT (MAXIMUM PERCENTAGE OF TOTAL ABSORPTION) WHICH SHALL NOT EXCEED 25 PERCENT. HOLLOW LOAD BEARING UNITS SHALL COMPLY WITH ASTM DESIGNATION C90-66T, GRADE U-1. SOLID LOAD BEARING UNITS SHALL COMPLY WITH ASTM DESIGNATION C 145-66T, GRADE U-1. B. PORTLAND CEMENT: ASTM C 150, TYPE I, NON-STAINING, NO AIR ENTRAINMENT WHITE IF NEEDED FOR COLOR MATCH. C. LIME: HYDRATED LIME, ASTM C 207, TYPE S. D. SAND: ASTM C 144, OR FINER IF NEEDED FOR JOINT SIZES LESS THAN 1/4". E. MASONRY MORTAR, EXTERIOR: ASTM C 270, TYPE S; APPROXIMATELY 4:1:14 PORTLAND CEMENT, LIME, SAND. F. MASONRY MORTAR, INTERIOR: ASTM C 270, TYPE N; APPROXIMATELY 4:1:14 PORTLAND CEMENT, LIME, SAND. G. SETTING BED MORTAR & GROUT: ASTM C 270, TYPE M APPROXIMATELY 6:1:18 PORTLAND CEMENT, LIME, SAND. H. SETTING BED MORTAR & GROUT: ASTM C 270, TYPE M: APPROXIMATELY 6:1:18 PORTLAND CEMENT, LIME, SAND. 4: INSTALLATION: A. LAYOUT: CAREFULLY LAYOUT IN ADVANCE OF STARTING, ALL WORK, BOTH HORIZONTALLY AND VERTICALLY, TO INSURE THAT ALL OPENINGS, ANGLES, RETURNS, REVEALS, JUNCTURES WITH OTHER MATERIALS, ETC., OCCUR AT LOCATIONS INDICTED. ALL JOINTING TO BE MAINTAINED IN LINE THROUGHOUT. ALL BLOCK SHALL BE LAID UP PLUMB, SQUARE, LEVEL AND TRUE IN RUNNING BOND, OR AS INDICATED IN DRAWINGS. ALL MASONRY WALLS SHALL BE SUITABLY BONDED AT ANGLES AND INTERSECTIONS EITHER BY WALL TIES OR OVERLAPPING MASONRY BOND AT EACH COURSE. BLOCK SHALL BE LAID DRY. LAY BLOCK ON FULL THICK BEDS WITH SHOVED END JOINTS. ALL JOINTS OF ALL MASONRY WALLS SHALL BE THOROUGHLY AND COMPLETELY FILLED WITH MORTAR. WALL FACES SHALL BE LAID IN TRUE PLANE PLUMB, LEVEL AND JOINT ALIGNMENT SHALL BE CHECKED FREQUENTLY DURING PROGRESS WITH THE LONG HAND LEVEL OR OTHER INSTRUMENTS AS REQUIRED. BATS, BROKEN, CHIPPED, OR OTHERWISE DEFECTIVE MASONRY SHALL NOT BE LAID IN WALL. ANY SUCH MATERIAL APPEARING IN THE FINISHED WALL SHALL BE REMOVED AND REPLACED. ALL MASONRY JOINTS SHALL BE POINTED AS LAID. FILL ALL HOLES OR VOIDS IN THE MORTAR RESULTING FROM ANY CAUSE. KEEP SURFACE TRUE AND FREE OF LEDGES. NO JOINTS SHALL EXCEED 1/2". NO JOINT SHALL BE TOOLED UNTIL THUMB-PRINT HARD. B. REINFORCING: BLOCK WALLS SHALL BE REINFORCED AND TIED WITH MASONRY WALL REINFORCEMENT OF TRUSS DESIGN AS MANUFACTURED BY DUR-O-WAL NATIONAL, INC.; HOHMAN & BERNARD, INC.; KEYSTONE STEEL & WIRE CO.; OR APPROVED EQUAL. REINFORCING SHALL BE MANUFACTURED FROM COLD DRAWN STEEL WIRE COMPLYING WITH ASTM DESIGNATION A 82-66T, AND SHALL CONSIST OF TWO (2) 3/16" DEFRAMED LONGITUDINAL RODS WELDED AT 16 INCH INTERVALS TO A CONTINUOUS DIAGONAL CROSS ROD FORMING A TRUSS DESIGN. OUT-TO-OUT SPACING OF CROSS RODS SHALL BE APPROXIMATELY 2 INCHES LESS THAN THE NOMINAL THICKNESS OF THE WALL OR WYTHE. CROSS RODS SHALL NOT BE LESS THAN NO. 9 GAUGE. PREFABRICATED OR JOB FABRICATED CORNER AND TEE SECTIONS SHALL BE USED TO FORM CONTINUOUS REINFORCEMENT AROUND CORNERS AND FOR ANCHORING ABUTTING WALL AND PARTITIONS. MATERIAL IN CORNER AND TEE SECTIONS SHALL CORRESPOND TO TYPE AND DESIGN OF REINFORCEMENT USED. REINFORCEMENT SHALL BE INSTALLED IN THE FIRST AND SECOND BED JOINTS, 8 INCHES APART IMMEDIATELY ABOVE LINTELS AT OPENINGS AND IN BED JOINTS AT 16 INCH VERTICAL INTERVALS ELSEWHERE. REINFORCEMENT IN THE SECOND BED JOINT ABOVE OPENINGS SHALL EXTEND 2 FEET BEYOND THE JAMBS. ALL OTHER REINFORCEMENT SHALL BE CONTINUOUS. SIDE RODS SHALL BE LAPPED AT LEAST 6 INCHES AT SPLICES. REINFORCEMENT SHALL BE SO PLACED AS TO ASSURE A 5/8 INCH MORTAR COVER MEASURED FROM OUTSIDE FACE OF MORTAR JOINT. C. FLASHING: PROVIDE CONCEALED FLASHING IN EXTERIOR MASONRY WORK AS SHOWN. EXCEPT AS OTHERWISE SHOWN, PROVIDE FLASHING UNDER COPINGS AND SILLS, THROUGH WALL AT COUNTERFLASHING LOCATIONS, AND ABOVE EVERY ELEMENT OF STRUCTURAL SUPPORT FOR THE MASONRY. KEEP CAVITY CLEAN OF MORTAR AND DO NOT BLOCK WEEP HOLES. PROVIDE WEEPS AS REQUIRED. D. CUTTING AND PATCHING: ASCERTAIN EXACT LOCATION OF ALL ITEMS TO BE BUILT-IN TO MASONRY WORK AND LEAVE CHASES AND CUT SLOTS AS REQUIRED. SPECIAL CARE SHALL BE TAKEN WHERE CONDUITS, PIPES, JUNCTION BOXES, DUCTS, AND THE LIKE OCCUR IN MASONRY WALLS. WHEREVER POSSIBLE AND IN ALL CASES WHERE THE MASONRY FACE IS TO BE EXPOSED, SUCH ITEMS ARE TO BE BUILT-IN WITHOUT FACE CUTTING. WHERE CUTTING OF ANY KIND IS REQUIRED, THE WORK SHALL BE DONE NEATLY AND CLOSE FITTING WITHOUT BREAKAGE. VOIDS IN NEW OR EXISTING MASONRY SHALL BE COMPLETELY FILLED WITH MORTAR AND/OR REINFORCED TO PRODUCE BEARING CAPACITY AND STABILITY EQUIVALENT TO THE UNCUT WALL. PATCHING SHALL BE KEPT TO A MINIMUM, AND MUST MATCH ADJACENT SURFACES IN ALL RESPECTS. UNITS SHALL BE INSTALLED IN LOCATIONS SHOWN, COMPLETE WITH EXPANSION STRIPS, PANEL REINFORCING AND PANEL ANCHORS, ALL IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. PROPERLY KEY IN NEW BRICK WORK WITH EXISTING. E. INSERTS AND ACCESSORIES: BUILD-IN ALL INSERTS, LINTELS, ANCHORS, BOLTS, GROUNDS, AND ACCESSORIES FURNISHED UNDER OTHER SECTIONS OF THE SPECIFICATIONS. 5. CLEANING: ALL MASONRY SHALL BE KEPT AS CLEAN AS POSSIBLE SO THAT CLEANING MAY BE ACCOMPLISHED EASILY. SPLASHING AT STAGING LEVELS SHALL BE AVOIDED EITHER BY COVERING THE COURSES AT THESE LEVELS OR BY CLEANING THE MASONRY SO SPLATTERED WHILE THE MORTAR IS STILL FRESH. MASONRY MAY BE CLEANED WHERE NECESSARY WITH CLEAR WATER AND A FIBER BRUSH. IF REMOVAL OF STAINS USING ONLY WATER PROVES DIFFICULT, ONLY WITH PRIOR APPROVAL FORM ARCHITECT USE A 5% SOLUTION OF MURIATIC ACID. A SMALL TEST AREA SHALL BE DESIGNATED AND DONE FIRST FOR APPROVAL. ACID SOLUTIONS SHALL BE AVOIDED UNLESS ABSOLUTELY NECESSARY, AND SHALL NOT BE USED ON GLASS BLOCK. IMMEDIATELY AFTER SUCH CLEANING, THE MASONRY SURFACES SHALL BE THOROUGHLY RINSED DOWN WITH CLEAR WATER. PROTECT GLASS METALS FROM MORTAR DROPPINGS AND STAINING.

1. SCOPE OF WORK: PROVIDE MISCELLANEOUS STEEL FOR WORK AS REQUIRED AND INDICATED. 2. CODES & STANDARDS: AISC “SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS:” AWS “STRUCTURAL WELDING CODE”; COMPLY WITH APPLICABLE PROVISIONS UNLESS OTHERWISE INDICATED, CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONTROLLED INSPECTIONS FOR WELDING AS MAY BE REQUIRED BY CODE. 3. SUBMITTALS: SHOP DRAWINGS: SUBMIT SHOP DRAWINGS FOR APPROVAL BY THE ARCHITECT PRIOR TO FABRICATION, FOR THE FABRICATION AND INSTALLATION OF MISCELLANEOUS OR ORNAMENTAL METAL. SHOW COMPLETE DETAILS AND INSTRUCTIONS FOR FABRICATION, ASSEMBLY AND INSTALLATION. FURNISH ANCHOR BOLTS REQUIRED FOR INSTALLATION IN OTHER WORK; FURNISH TEMPLATES FOR BOLT INSTALLATION. 4. MATERIAL: A. INSERTS AND ANCHORAGES: FURNISH INSERTS AND ANCHORING DEVICES TO BE BUILT INTO OTHER WORK FOR INSTALLATION OF MISCELLANEOUS METAL ITEMS; COORDINATE DELIVER TO JOB SITE TO AVOID DELAY. B. STEEL PLATES, SHAPES, BARS, TUBES: ASTM A 36 C. SHOP PAINT: FS-TT-P-86 TYPE II; OR, SSPC-PAINT 14. APPLY TO CLEANED AND DEGREASED STEEL SURFACES AT RATE TO PROVIDE A 2.0MIL. DRY FILM THICKNESS. 5. FABRICATION, GENERAL: USE MATERIALS OF SIZE AND THICKNESS SHOWN OR, IF NOT SHOWN, OF REQUIRED SIZE AND THICKNESS TO PRODUCE STRENGTH AND DURABILITY IN FINISHED PRODUCT. SHOP PAINT ALL ITEMS NOT SPECIFIED TO BE GALVANIZED AFTER FABRICATION. WELD CORNERS AND SEAMS CONTINUOUSLY; GRIND EXPOSED WELDS SMOOTH AND FLUSH. FORM EXPOSED CONNECTIONS WITH HAIRLINE, FLUSH JOINTS; USE CONCEALED FASTENERS WHERE POSSIBLE. WELDING BY QUALIFIED WELDERS, COMPLYING WITH THE SPECS AND CODES OF THE AMERICAN WELDING SOCIETY. PROTECT ADJACENT SURFACES FROM STAINING DURING WELDING. 6. ROUGH HARDWARE: FURNISH CUSTOM FABRICATED BOLTS, PLATES, ANCHORS, HANGERS, DOWELS, AND OTHER MISCELLANEOUS STEEL AND IRON SHAPES FOR FRAMING AND SUPPORTING AND ANCHORING WOODWORK. 7. MISCELLANEOUS FRAMING AND SUPPORTS: PROVIDE AS REQUIRED TO COMPLETE WORK AND NOT INCLUDED WITH STRUCTURAL STEEL FRAMEWORK. FABRICATE OF WELDED CONSTRUCTION IN AS LARGE UNITS AS POSSIBLE; DRILL AND TAP AS REQUIRED TO RECEIVE HARDWARE AND SIMILAR ITEMS. INCLUDE REQUIRED ANCHORS FOR BUILDING INTO OTHER WORK. SPACED NOT MORE THAN 24” O.C. ALL NECESSARY FRAMING AND SUPPORT FOR SPECIAL DOORS SHALL BE FURNISHED AND INSTALLED AS SPECIFIED IN DRAWINGS. 8. MISCELLANEOUS STEEL TRIM: FABRICATE TO SHAPES AND SIZES AS REQUIRED FOR PROFILES SHOWN; CONTINUOUS WELDED JOINTS AND SMOOTH EXPOSED EDGES. USE CONCEALED FIELD SPLICES WHEREVER POSSIBLE. PROVIDE CUTOUTS, FITTINGS, AND ANCHORAGES; COORDINATE ASSEMBLY AND INSTALLATION WITH OTHER WORK. 9. GALVANIZING: COMPLY WITH ASTM A 386 FOR ASSEMBLED PRODUCTS; A153 FOR IRON AND STEEL HARDWARE. ALL EXTERIOR FERROUS METAL WORK SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION (OF LARGEST HANDLEABLE PIECES) UNLESS INDICATED OTHERWISE, INCLUDING ALL ANCHORS EMBEDDED IN EXTERIOR MASONRY OR CONCRETE. ALL EXPOSED GALVANIZED METAL IS TO RECEIVE A FIELD PRIME COAT OF BENJAMIN MOORE’S “ IRONCLAD GALVANIZED METAL PRIMER” OR ARCHITECT APPROVED EQUAL. ALL FIELD WELDING OF GALVANIZED PIECES IS TO BE MINIMIZED AS MUCH AS FEASIBLE. FIELD WELDED GALVANIZED MEMBERS ARE TO RECEIVE A SPOT PRIMING OF EFFECTED AREAS WITH A SPECIFICALLY DESIGNATED RUST INHIBITIVE PAINT; SUCH A BENJAMIN MOORE’S “IRONCLAD RETARD RUST INHIBITIVE PAINT”. 10. INSTALLATION: A. PERFORM CUTTING, DRILLING AND FITTING REQUIRED FOR INSTALLATION; SET WORK ACCURATELY IN LOCATION, ALIGNMENT AND ELEVATION, MEASURED FROM ESTABLISHED LINES AND LEVELS. PROVIDE ANCHORAGE DEVICES AND FASTENERS WHERE NECESSARY FOR INSTALLATION TO OTHER WORK. SET ITEMS ON A CLEANED, BEARING OR HANGING SURFACE, USING SHIMS OR OTHER ADJUSTMENTS AS REQUIRED. B. ON ALL EXPOSED-TO-VIEW WORK: USE CONCEALED ANCHORAGES WHEREVER POSSIBLE. REPAIR FINISHES DAMAGED BY CUTTING, WELDING, SOLDERING, AUTOBODY PUTTY AND GRINDING OPERATIONS REQUIRED FOR SHOP FITTING AND JOINTING. RESTORE FINISHES AND PRIME COATS OF PAINT SO THAT THERE IS NO EVIDENCE OF CORRECTIVE WORK. RETURN ITEMS WHICH CANNOT BE REFINISHED IN THE FIELD TO THE SHOP, MAKE THE REQUIRED ALTERATIONS, AND REFINISH THE ENTIRE UNIT OR PROVIDE NEW UNITS AT FABRICATOR’S / ARCHITECTS OPTION. PROVIDE SEALANTS AS REQUIRED TO RENDER WORK LIGHT-LEAK PROOF AS REQUIRED. TOUCH-UP SHOP PAINT AFTER INSTALLATION. CLEAN FIELD WELDS, BOLTED CONNECTIONS AND BRAISED AREAS, AND APPLY SAME TYPE PAINT AS USED IN SHOP. RELATED WORK: INSTALL O.S. STEEL SUPPORTS FOR MILLWORK DIVISION 5: METALS 5B. LIGHT GAUGE METAL FRAMING MATERIALS FURNISH GALVANIZED STRUCTURAL STEEL “C” STUDS. MINIMUM 18 GAUGE OR AS INDICATED ON DRAWINGS AND AS REQUIRED WITH ALL NECESSARY ACCESSORIES. USE FLEXTRACK FOR CURVED WALLS. INSTALLATION INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER’S PRINTED OR WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, UNLESS OTHERWISE INDICATED. INSTALL CONTINUOUS TRACKS-SIZED TO MATCH STUDS. SECURE TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR TYPE OF CONSTRUCTION INVOLVED. SET STUDS PLUMB, EXCEPT AS NEEDED FOR DIAGONAL BRACING FOR REQUIRED FOR NON-PLUMB WALLS OR WARPED SURFACES AND SIMILAR REQUIREMENTS. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING IN METAL FRAMING SYSTEM WHENEVER WALLS OR PARTITIONS ARE INDICATED TO SUPPORT FIXTURES, EQUIPMENT, SERVICES, CASEWORK, HEAVY TRIM AND FURNISHINGS, AND SIMILAR WORK.

DIVISION 6: CARPENTRY 5C. LIGHT GAUGE METAL TRUSSES & STOREFRONT SUPPORT GENERAL CONTRACTOR IS TO ENGINEER. PROVIDE AND INSTALL STOREFRONT FRAMING CONFIGURATION IN ACCORDANCE WITH THE DESIGN INFORMATION SHOWN ON THE DRAWINGS. GENERAL CONTRACTOR SHALL INSPECT EXISTING CONDITIONS TO DETERMINE LOADING AND CONNECTION DETAILS. ALL CONNECTIONS TO THE HOTEL STRUCTURE SHALL BE COORDINATED WITH THE MALL TENANT COORDINATOR AND / OR ARCHITECT. SHOP DRAWINGS AND CALCULATIONS SHALL BE PROVIDED TO MALL AND BUILDING DEPARTMENT WHEN REQUIRED. DIVISION 5: METALS

6E: GENERAL CARPENTRY 1. SCOPE OF WORK: INCLUDED UNDER THIS HEADING SHALL BE MISCELLANEOUS METAL AND FIRECODE WOOD FRAMING; BLOCKING; WINDOW, DOOR, WALL TRIM, MOLDINGS, INSTALLATION OF DOORS, DOOR HARDWARE, CLOSET SHELVING, ETC AS INDICATED ON DRAWINGS, AND ALL MISCELLANEOUS WORK REQUIRED OF A CARPENTER AND NOT SPECIFICALLY CALLED OUT UNDER OTHER HEADINGS. INCLUDE THE INSTALLATION OF MISCELLANEOUS WOOD, GROUNDS AND SUPPORTS FOR ALL MATERIALS AND ACCESSORIES TO BE ATTACHED TO WALLS AND FULLY CONCEALED AFTER INSTALLATION. PROVIDE ALL WOOD GROUNDS AND BLOCKING WHERE FURNISHING AND WALL MOUNTING OF DEVICES ARE INDICATED.

5D. METAL FABRICATION PROVIDE METAL FABRICATIONS WHERE SHOWN ON THE ARCHITECTURAL, MECHANICAL AND STRUCTURAL DRAWINGS AND AS SPECIFIED HEREIN TO INCLUDE BUT NOT LIMITED TO THE FOLLOWING ITEMS: BENT PLATES STEEL ANGLES 1. MATERIAL STEEL ANGLES AND CHANNELS AS DETAILED. 2. FABRICATION FABRICATION IN THE SHOP, PRE-ASSEMBLED, TO MINIMIZE FIELD SPLICING AND ASSEMBLY. USE ONLY MATERIALS WHICH ARE SMOOTH AND FREE OF SURFACE BLEMISHES. PROVIDE ANCHORAGES OF TYPE SHOWN AND REQUIRED. SHOP PAINT WITH ONE COAT PRIMER. ATTENTION IS DIRECTED TO THE REQUIREMENT OF THE CONTRACTOR TO THOROUGHLY EXAMINE DRAWINGS FOR ALL ITEMS WHICH MAY BE REQUIRED THEREUNDER. THE FOLLOWING IS A LIST OF ITEMS FOR THE BIDDERS CONVENIENCE ONLY. CLIP ANGLES, ANCHOR BOLTS, LEAD SHIELDS, SHEET METAL, STEEL TUBES.

2. SUBMITTALS: A. SAMPLES: SUBMIT (3) SETS OF SAMPLES OF EACH MATERIAL, ALL LABELED CLEARLY WITH SUBMISSION NUMBER AND DATES FOR APPROVAL BY ARCHITECT PRIOR TO INSTALLATION MINIMUM 12" LONG OR 12” X 12” SAMPLE OF ALL WORK EXPOSED TO VIEW, FINISHED TRANSPARENT AS INDICATED IF SO, SHOWING GENERAL CHARACTER, GRAIN COLOR OF WOOD AND FINISH. B. SHOP DRAWING: SUBMIT (3) SETS FOR ARCHITECT'S APPROVAL PRIOR TO FABRICATION THOSE CUSTOM CASEWORK ITEMS INDICATED ON THE DRAWINGS AS WITHIN THE SCOPE OF THE CONTRACTED WORK, I.E. CLOSET SHELVING, WOOD TRIM, WOOD MOULDINGS. C. SUBMIT (3) SETS OF CERTIFICATION FOR FIRE PROOFING FOR ALL WOOD MATERIALS AS REQUIRED. 3. WOOD TREATMENT: A. ALL WOOD, EXCLUSIVE OF FINISH TRIM WOOD, WHERE SPECIFICALLY DETAILED ON DRAWINGS OR AS OTHERWISE NECESSARY IN THE COURSE OF CONSTRUCTION SHALL BE FIRE-RETARDANT TREATED WOOD, TREATED AFTER FABRICATION OR BRUSH-COATED WITH THE SAME CHEMICALS WHERE SUBSEQUENT CUTTING IS NECESSARY. FLAME SPREAD RATING OF 25 (ASTM E84). KILN DRY TO 15% MOISTURE CONTENT OR LESS AFTER TREATMENT. PROVIDE UL LABEL ON EACH PIECE TREATED. B. PRE-PRIME WITH OIL-BASED WOOD PRIMER PAINT ALL WOOD ON ALL SIDES THAT ARE TO BE SET FLUSH WITH WALL MATERIALS. C. PREFINISH ALL SURFACES OF TRANSPARENT FINISHED WOOD PRIOR TO INSTALLATION. D. ALL SPLICES IN LENGTHS OF TRIM SHALL BE LAPPED 45 DEGREES JOINTURE AND GLUED TYPICALLY (AS OPPOSED TO STRAIGHT CUT BUTTING). ALL SHOP SPLICES SHALL BE SPLINED. E. ALL CORNERS SHALL BE MITERED. F. ALL FASTENING DEVICES SHALL BE FULLY CONCEALED, BLIND NAILED, OR OTHERWISE NOT NOTICEABLE AFTER FINISH IS APPLIED. G. ALL TRIM MOULDINGS MADE UP OF VARIOUS PIECES SHALL BE PRESSURE SET. H. PROVIDE CUSTOM GRADE OF 'NATURAL BIRCH' (OR MAPLE) FOR PAINT FINISH, EXCEPT AS OTHERWISE INDICATED. 4. MATERIALS: A. FIRE RETARDANT TREATED WOOD: FIRE RETARDANT MATERIALS SHALL MEET THE REQUIREMENTS OF THE BUILDING CODE AND COMPLY WITH AWPA SPECIFICATION P10. 5. INSTALLATION: A. GENERAL: INSTALL ALL WORK PLUMB, LEVEL, TRUE AND STRAIGHT FREE OF DISTORTION. SHIM AS REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8” 8FT FOR PLUMB AND LEVEL. ANY DISCREPANCY OF SUBSTRATES, CONDITIONS O CONFLICTS TO BE ADHERED OR ALIGNED TO, SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO FABRICATING OR INSTALLATION. SCRIBE REVEAL (1/4” TYPICAL) AND CUT WORK TO FIT ADJOINING WORK. AREAS / ITEMS REQUIRING REFINISHING AT CUT SURFACES OR REPAIRING DAMAGE FINISHES AT CUTS ARE TO BE RETURNED TO SHOP AND NOT INSTALLED. CUT ALL CUT-OUTS FOR ELECTRICAL, GROMMETS, ACCESSORIES, ETC. CAREFULLY NOT TO OVERCUT OR MAR ADJACENT SURFACES. ANCHOR WOODWORK TO STRUTS OR BLOCKING WITH COUNTERSUNK FASTENERS, GLUE AND BLIND NAILING AS REQUIRED FOR A COMPLETE INSTALLATION. B. B. COUNTERTOPS AND SHELVING: ANCHOR SECURELY TO BASE UNITS AND OTHER SUPPORT SYSTEMS AS SHOWN. C. ALL WORK NOTED AS NIC SHALL BE NOT IN CONTRACT, UNLESS OTHERWISE NOTED AS OWNER SUPPLIED ITEMS TO BE INSTALLED UNDER THIS CONTRACT. D. ALL ADJACENT WORK NOT PART OF THIS CONTRACT SHALL BE CAREFULLY COORDINATED WITH WOODWORK AND ALL ASSOCIATED TRADES, IN TERMS OF JOINING AND SEQUENCING INSTALLATION, SO ALL INTENDED ALIGNMENTS AND REQUIREMENTS ARE ACHIEVED. 6. GUARANTEE: ALL WORK SHALL BE GUARANTEED UNDER NORMAL USE TO BE FREE FROM DEFECTS STEMMING FROM MANUFACTURER AND OR FIELD INSTALLATION PROBLEMS, UP TO ONE YEAR AFTER DATE OF ACCEPTANCE FROM ARCHITECT AND COMPLETION OF PUNCHLIST WORK; SPECIFICALLY, ANY DEFECTS RELATING TO OPENING OR SWELLING OF JOINTS, WARPING OF PANEL OR DOORS, HARDWARE OPERATION, ETC. OCCURRING UNDER NORMAL USE. DEFECTED WORK TO BE CORRECTED OR REPLACED AS DEEMED NECESSARY BY ARCHITECT. 5. FABRICATION A. CASEWORK: COMPLY WITH AWI SECTION 400, PREMIUM GRADE. FRAME CONSTRUCTION WITH INSET DOORS AND DRAWERS. B. PERIMETER CASE ENCLOSURE: COMPLY WITH AWI 400, PREMIUM GRADE, FRAME CONSTRUCTION WITH INSET DOORS AND DRAWERS. AT ALL INCREMENTAL UNITS, CABINETWORK SHALL BE REMOVABLE IN ORDER TO PROVIDE TOTAL ACCESS TO MECHANICAL UNIT. PROVIDE ACCESS PANELS FOR VALVES AND ELECTRICAL CONNECTIONS. PROVIDE RIGID INSULATION WITH FOIL FACE WHERE HEAT FROM UNIT AND PIPING MAY CAUSE DAMAGE TO NEW CASEWORK. PROVIDE BASEKICK GRILLE AND COUNTERTOP GRILLE WITH ACCESS DOOR. PROVIDE 4 SIDED CLOSURE BOOT FROM TOP OF INCREMENTAL UNIT OUTLET TO UNDERSIDE OF COUNTER GRILLE. SIZE TO EQUAL INCREMENTAL OUTLET. C. SHELVING AND COUNTERTOPS: USE SUBSTRATES WITH VENEERS OR PLASTIC LAMINATES AS SHOWN. MINIMUM THICKNESS TO BE 3/4". SHELVING AND COUNTERS TO BE FREE OF DEFLECTION DUE TO SPANS AND LOADING INDICATED ON THE DOCUMENTS. PROVIDE SUPPORT AS REQUIRED, AND NOTIFY THE ARCHITECT TOP ANY QUESTIONABLE CONDITIONS. ANY EXTRA SUPPORTS OR MATERIAL FOR THIS ISSUE SHALL BE INCLUSIVE OF CONTRACT. 6. FINISHES: PLASTIC LAMINATE OR AS SPECIFIED.

7. INSTALLATION: A. GENERAL: INSTALL ALL WORK PLUMB, LEVEL, TRUE AND STRAIGHT FREE OF DISTORTION. SHIM AS REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8" 8FT FOR PLUMB AND LEVEL. ANY DISCREPANCY OF SUBSTRATES, CONDITIONS OR CONFLICTS TO BE ADHERED OR ALIGNED TO, SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION PRIOR TO FABRICATING OR INSTALLATION. SCRIBE REVEAL (1/4" TYPICAL) AND CUT WORK TO FIT ADJOINING WORK. AREAS/ITEMS REQUIRING REFINISHING AT CUT SURFACES OR REPAIRING DAMAGE FINISHES AT CUTS ARE TO BE RETURNED TO SHOP AND NOT INSTALLED. CUT ALL CUT-OUTS FOR ELECTRICAL, GROMMETS, ACCESSORIES, ETC. CAREFULLY NOT TO OVERCUT OR MAR ADJACENT SURFACES. ANCHOR WOODWORK TO STUDS OR BLOCKING WITH COUNTERSUNK FASTENERS, GLUE AND BLIND NAILING AS REQUIRED FOR A COMPLETE INSTALLATION. B. CASEWORK: INSTALL WITHOUT DISTORTION SO THAT DOORS AND DRAWERS WILL FIT OPENINGS PROPERLY AND BE ACCURATELY ALIGNED. ALL WORK WITH SURFACE VENEERS TO BE LAID ORGANIZED AND GRAIN MATCHED, SO THAT VISUAL APPEARANCE OF ADJACENT DOORS AND DRAWERS WILL APPEAR TO BE CUT FROM ONE VENEER. ADJUST HARDWARE TO CENTER DOORS AND DRAWER FRONTS IN OPENINGS, AND TO PROVIDE UNENCUMBERED OPERATION AND EXCESSIVE HARDWARE "PLAY". COMPLETE THE INSTALLATION OF HARDWARE AND ACCESSORY ITEMS AS SHOWN. PROVIDE SCRIBE 1/4" REVEALS AS REQUIRED, TYPICAL DOOR AND DRAWER GAPS TO BE 1/8". C. COUNTERTOPS AND SHELVING; ANCHOR SECURELY TO BASE UNITS AND OTHER SUPPORT SYSTEMS AS SHOWN. D. ALL WORK NOTED AS NIC SHALL BE NOT IN CONTRACT, UNLESS OTHERWISE NOTED AS OWNER SUPPLIED ITEMS TO BE INSTALLED UNDER THIS CONTRACT. E. ALL ADJACENT WORK NOT PART OF THIS CONTRACT SHALL BE CAREFULLY COORDINATED WITH WOODWORK AND ALL ASSOCIATED TRADES, IN TERMS OF JOINING AND SEQUENCING INSTALLATION, SO ALL INTENDED ALIGNMENTS AND REQUIREMENTS ARE ACHIEVED.

ALTERATION TYPE 2 NO CHANGE OF USE, EGRESS OR OCCUPANCY, INTERIOR WORK ONLY

8. GUARANTEES: ALL WORK SHALL BE GUARANTEED UNDER NORMAL USE TO BE FREE FROM DEFECTS STEMMING FROM MANUFACTURER AND OR FIELD INSTALLATION PROBLEMS, UP TO ONE YEAR AFTER DATE OF ACCEPTANCE FROM ARCHITECT AND COMPLETION OF PUNCHLIST WORK. SPECIFICALLY, ANY DEFECTS RELATING TO OPENING OR SWELLING OF JOINTS, WARPING OF PANEL OR DOORS, HARDWARE OPERATION, ETC, UNDER NORMAL USE. 6G. ARCHITECTURAL WOODWORK 1. SCOPE OF WORK: A. WORK INCLUDED: PROVIDE ARCHITECTURAL WOODWORK FOR BACK OF HOUSE AREAS AS SHOWN AS SPECIFIED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. OWNER WILL SUPPLY ALL FREESTANDING RETAIL FURNITURE, CASEWORK AND BUILTIN MILLWORK IN THE FRONT OF HOUSE AREAS AND GC WILL BE RESPONSIBLE FOR COORDINATION. WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: - CASEWORK. - CLOSET SHELVING. - ADJUSTABLE STORAGE HIGH PRESSURE LAMINATED SHELVING. - WOOD DOORS AND FRAMES. - CABINET HARDWARE. - WOOD GROUNDS AND BLOCKING B. WORK IN OTHER SECTIONS: FURNISH AND COORDINATE AND INSTALL HARDWARE FOR DOORS. C. ALL FIELD PAINTED WOODWORK TO BE SHOP FILLED AND PRIMED, AND/OR FIELD PRIMED AS PER DRAWINGS. D. SETTING OF OWNER SUPPLIED FILE CABINETS, COMPUTER KEYBOARD DRAWERS AND MONITOR SUPPORTS AND APPLIANCES THAT ARE INCORPORATED UNDER AND OR ATTACHED TO WOODWORK. 2. STANDARDS: A. THIS WORK TO BE GOVERNED BY THE CURRENT EDITION OF THE "ARCHITECTURAL WOODWORK QUALITY STANDARDS" OF THE ARCHITECTURAL WOODWORK INSTITUTE (AWI), FOR PREMIUM GRADE.

REV DATE

3. SUBMITTALS: A. SAMPLES: SUBMIT 3 SAMPLES EACH OF THE FOLLOWING FOR APPROVAL: - PLASTIC LAMINATE WITH EDGE BANDING ON 3/4" SUBSTRATE 12" X 12". - CABINETRY HARDWARE CUTS. B. SHOP DRAWINGS: SUBMIT COMPLETE SHOP DRAWINGS FOR ALL ITEMS, INDICATING JOINERY, SIZES, FIELD DIMENSIONS AND CONDITIONS, MATERIALS, HARDWARE, FINISHES, ATTACHMENT DEVICES, ETC. C. SHORTLY AFTER CONTRACT AWARD, SUBMIT SCHEDULE FOR: SHOP DRAWING SUBMITTALS, SHOP FABRICATION DELIVERY AND INSTALLATION. HIGH LIGHT CRITICAL DATES FOR APPROVALS AND INFORMATION REQUIRED. 4. MATERIALS: A. VENEER FOR PAINT FINISH: BIRCH PAINT-GRADE PLYWOOD, FREE OF SURFACE DEFECTS. B. SOLID STOCK BIRCH MOISTURE CONTENT BETWEEN 7% TO 10% AT TIME OF INSTALLATION. A GRADE. E. LOW PRESSURE MELAMINE: MELAMINE COATED DOUBLE SIDED ONTO SUBSTRATES AS OUTLINED ABOVE, FOR USE AS INTERIOR CASEWORK, MINIMUM THICKNESS TO BE 3/4". F. HIGH PRESSURE PLASTIC LAMINATE: NEVAMAR OR APPROVED EQUAL IN COLOR(S) AS SELECTED BY ARCHITECT/OWNER. G. CABINET HARDWARE: REFER TO DRAWINGS FOR CABINET AND SHELF HARDWARE LOCATIONS. PROVIDE ALL REQUIRED HARDWARE FOR THE PROPER OPERATION OF DOORS, DRAWERS, SHELVES ETC. WHETHER IMPLICIT OF EXPLICITLY DETAILED ON THE DRAWINGS.

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

INSTALL IN WALL CONCEALED SUPPORTS FOR MILLWORK WHICH WILL BE SUPPLIED BY OWNER. ALTER AND BRACE FRAMING AS REQUIRED. 5C. LIGHT GAUGE METAL TRUSSES & STOREFRONT SUPPORT

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

GENERAL NOTES SPECIFICATIONS (2)

SECURE STUDS TO TOP AND BOTTOM RUNNER TRACKS BE EITHER WELDING OR SCREW FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES. INSTALL HORIZONTAL STIFFENERS IN STUD SYSTEM AS REQUIRED, SPACES (VERTICAL DISTANCE) AT NOT MORE THAN 4’-6” O.C.

DESCRIPTION

SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

DIVISION 2: SITE WORK

DRAWING BY

CKD BY

DWG No.

T-006 SCALE

As Noted

SHEET

DIVISION 8: DOORS, WINDOWS & GLASS 1. SCOPE OF WORK: PROVIDE GLAZING AS INDICATED ON DRAWINGS. 2. STANDARDS: COMPLY WITH “GLAZING MANUAL” BY FLAT GLASS MARKETING ASSOCIATION, EXCEPT AS SHOWN OR SPECIFIED OTHERWISE, AND EXCEPT AS SPECIFICALLY RECOMMENDED BY THE MANUFACTURERS OF THE GLASS AND GLAZING MATERIALS. 3. RELATED WORK: SEE SECTION 8G. “WINDOW REFURBISHMENT AND REPLACEMENT”, FOLLOWING. 4. MATERIAL: A. MIRRORS: ALL MIRRORS TO BE 1/4” SILVER(SILVER COATING PLUS COPPER COATING) POLISHED PLATE WITH AUTOMATED MACHINE POLISHED/MINIMUM BEVEL EDGES IN CLEAR AND BLACK GLASS. HAND WORK NOT ACCEPTABLE. SEAL ALL CUT AND BEVEL EDGES IMMEDIATELY AFTER CUTTING AND DRYING WORK. REFER TO DRAWINGS FOR LOCATIONS AND DETAILS. INSTALL MIRRORS AS PER DETAILS IN THE CONSTRUCTION DOCUMENTS. ALL MIRRORS SHALL BE UNCONDITIONALLY GUARANTEED FROM SILVER PEELING OR DELAMINATING DUE TO MOISTURE. LOCATION: FITTING ROOMS, RETAIL FLOOR& CLIENT RESTROOM. SEE DETAILS FOR TYPES OF EDGE CONDITIONS. B. EXTERIOR GLASS AT STOREFRONT: NEW FLUSH GLAZED GLASS, TEMPERED GLASS IN THICKNESS AS PER DRAWINGS. USE LOW IRON GLASS COLOR AT STOREFRONT. PROVIDE FLUSH GLASS THERMALLY BROKEN FRAMING SYSTEM FOR INSIDE GLAZING. C. EXTERIOR GLASS DOORS AT STOREFRONT. PROVIDE DOOR AS PER STRUCTURAL ENGINEER’S SPECIFICATIONS. PERFORM INSTALLATION BY MANUFACTURER’S APPROVED CONTRACTOR. MANUFACTURER SHALL CONFIRM HARDWARE APPLICATION SPECIFIC TO OPERATION REQUIRED FOR THIS DOOR. COORDINATE WORK WITH STOREFRONT WORK. USE HARDWARE WHICH WILL BE SUITABLE FOR WEIGHT OF DOOR . PROVIDE ACCESS TO ALL MECHANISMS REQUIRING ACCESS FOR SERVICE AND ADJUSTMENT OF DOOR. ALL EXPOSED SURFACES ARE MATTE BLACK. D. ACCESSORIES: A. SILICONE GLAZING: TRANSPARENT AND SUITABLE FOR BUTT AND MITERED JOINTS BETWEEN GLASS AND ADJACENT MATERIALS. TOOL JOINTS AS PER MANUFACTURERS RECOMMENDATIONS USING WATER AND SMOOTHING KNIFE. B. SETTING BLOCKS: NEOPRENE, SHORE A-80-90 DUROMETER HARDNESS, WITH PROVEN COMPATIBILITY WITH SEALANT USED. C. SPACERS: NEOPRENE, SHORE A-60-7- DUROMETER HARDNESS, WITH PROVEN COMPATIBILITY WITH SEALANT USED. D. COMPRESSIBLE FILLER ROD: CLOSED-CELL OR WATERPROOF JACKETED ROD STOCK OF SYNTHETIC RUBBER OR PLASTIC FOAM. PROVEN TO BE COMPATIBLE WITH SEALANTS USED, FLEXIBLE AND RESILIENT, WITH 10PSI COMPRESSION STRENGTH FOR 25% DEFLECTION. 5. SUBMITTALS: SUBMIT FOR APPROVAL, 12” X 12” SAMPLE, FOR ARCHITECT / OWNERS APPROVAL - SUBMIT SHOP DRAWINGS FOR ALL MIRRORS. 6. INSTALLATION: A. GLAZING MATERIALS FOR INSTALLATION OF GLASS AS INDICATED ON DRAWINGS, USE SEALANT APPROPRIATE TO RENDER ALL JOINTS AIRTIGHT. PROVIDE TRANSPARENT SEALANTS. FOR GLAZING MATERIALS WHICH ARE NOT AVAILABLE, UNLESS ANOTHER COLOR IS SELECTED BY THE ARCHITECT FROM MANUFACTURER’S STANDARD COLORS. PROVIDE HARDNESS OF MATERIALS AS RECOMMENDED BY THE MANUFACTURER FOR THE REQUIRED APPLICATION AND CONDITION OF INSTALLATION IN EACH CASE. PROVIDE ONLY COMPOUNDS WHICH ARE KNOWN [PROVEN TO BE COMPATIBLE WITH SURFACES OF FRAME AND GLASS]. B. CUT GLASS TO SIZE REQUIRED FOR MEASURED OPENING. PROVIDE ADEQUATE EDGE CLEARANCE AND GLASS BITE ALL AROUND. FOR TEMPERED OR STRENGTHENED GLASS, MAKE ALL CUTS AND HOLES PRIOR TO FABRICATION. DO NOT INSTALL SHEETS WHICH HAVE EDGE DAMAGE, OR OTHER DEFECTS. INSTALL SETTING BLOCKS O NEOPRENE AT QUARTER POINTS. SET IN A BED OF SEALANT IF HEEL-BEAD IS USED. INSTALL SPACERS INSIDE AND OUT, ALL AROUND, WHEREVER LIQUID OR PLASTIC/MASTIC COMPOUNDS ARE USED, EXCEPT ON GLASS SIZES SMALLER THAT 50 SQ. INCHES. DO NOT LEAVE VOIDS IN THE GLAZING CHANNEL EXCEPT AS SPECIFICALLY SHOWN. INTERIOR GLASS MUST BE AIRTIGHT. COMPLY WITH COMBINED RECOMMENDATIONS OF GLASS AND SEALANT MANUFACTURERS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED, AND EXCEPT WHERE MANUFACTURERS TECHNICAL REPRESENTATIVES DIRECT OR OTHERWISE. C. WHERE EXPOSED GLASS EDGES ARE INDICATED ON DRAWINGS OR WHERE BUTT JOINTS OF GLASS ARE SHOWN, THE CUT SURFACE OF THE GLASS IS TO BE , IN ALL CASED, GROUND AND POLISHED, SMOOTH, FLAT AND CLEAR. MAINTAIN GLASS IN A REASONABLY CLEAN CONDITION DURING CONSTRUCTION, SO THAT IT WILL NOT BE DAMAGED BY CORROSIVE ACTION AND WILL NOT CONTRIBUTE [BY WASH-OFF] TO THE DETERIORATION OF GLAZING MATERIAL AND OTHER WORK. WASH AND POLISH GLASS ON BOTH FACES NOT MORE THAN 4 DAYS PRIOR TO OWNERS ACCEPTANCE OF THE WORK IN EACH AREA. COMPLY WITH GLASS MANUFACTURERS RECOMMENDATION. CARE SHALL BE TAKEN IN CLEANING OF GLASS AND TRIMMING OF GLAZING SEALANT AS TO NOT DAMAGE FROM OR ADJACENT FINISHED SURFACES. PROVIDE PROTECTION FOR ALL FINISHED SURFACES ADJACENT TO WORK 8H. STOREFRONT 1. SCOPE OF WORK: AT ENTRY STOREFRONTS PROVIDE NEW GLAZED OPENINGS AND ENTRY DOORS AS PER DRAWINGS. 2. RELATED WORK SPECIFIED. 8S BUILDER’S HARDWARE; 10S SIGNAGE: 16E SECURITY. 3. PERFORMANCE CRITERIA & STANDARDS: A. THERMAL MOVEMENT; ALLOW FOR EXPANSION AND CONTRACTION RESULTING FROM AMBIENT TEMPERATURE RANGE OF 120 DEGREES F (49 DEGREES C) B. WIND LOADING: PROVIDE CAPACITY TO WITHSTAND LOADING INDICATED BELOW, TESTED PER ASTM E330. UNIFORM PRESSURE OF 30 PSF OUTWARD FOR AREAS OR AS REQUIRED BY CITY OF SAN DIEGO.. C. TRANSMISSION CHARACTERISTICS OF STEEL FRAMING: COMPLY WITH REQUIREMENTS INDICATED BELOW FOR TRANSMISSION CHARACTERISTICS AND TEST METHODS. AIR AND WATER LEAKAGES – AIR INFILTRATION OF NOT MORE THAN .06 CFM PER SQUARE FOOT OF FIXED AREA PER ASTM E283 AND NO UNCONTROLLED WATER PENETRATION PER ASTM E331 AT PRESSURE DIFFERENTIAL OF 6.24 PSF (EXCLUDE OPERABLE DOOR EDGES.) CONDENSATION RESISTANCE – NOT LESS THAN 51 CRF FOR GLASS AND 72 CRF FRO FRAME PER AAMA 1502.7/ D. QUALITY ASSURANCE: STOREFRONT IS CUSTOM DESIGNED. OTHER SYSTEMS OF A SIMILAR AND EQUIVALENT NATURE WILL BE ACCEPTABLE WHEN DIFFERENCES DO NOT MATERIALLY DETRACT FROM DESIGN CONCEPT OF INTENDED PERFORMANCES AS JUDGED SOLELY BY ARCHITECT. ASSEMBLY TO MEET STANDARD OF HOTEL. E. PROJECT WARRANTY: PROVIDE WRITTEN WARRANTY SIGNED BY MANUFACTURER, INSTALLER AND CONTRACTOR, AGREEING TO REPLACE STOREFRONT AND WINDOWS WHICH FAIL IN MATERIALS OR WORKMANSHIP WITHIN TIME PERIOD INDICATED BELOW. FAILURE OF MATERIALS OR WORKMANSHIP INCLUDES EXCESSIVE LEAKAGE OR AIR INFILTRATION, EXCESSIVE DEFLECTIONS, DEFECTS IN HARDWARE, WEATHER-STRIPPING, AND OTHER COMPONENTS OF WORK. TIME PERIOD: 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION.

F. SAFETY GLASS STANDARD: COMPLY WITH CPSC 16 CRF PART 1201, “SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS” G. DOOR OPERATION SHALL CONFORM TO CURRENT ADA STANDARDS. G.C. TO ADVISE IF POWER ASSIST WILL BE REQUIRED. 4. SUBMITTALS: A. PRODUCT DATA: SUBMIT MANUFACTURER’S SPECIFICATIONS, STANDARD DETAILS, AND INSTALLATION RECOMMENDATIONS FOR COMPONENTS OF STOREFRONTS AND WINDOWS REQUIRED FOR PROJECT, INCLUDING TEST REPORTS CERTIFYING THAT PRODUCTS HAVE BEEN TESTED AND COMPLY WITH PERFORMANCE REQUIREMENTS. B. SHOP DRAWINGS: SUBMIT (2) SHOP DRAWINGS AND/OR CUT SHEETS FOR FABRICATION AND INSTALLATION OF STOREFRONTS AND WINDOWS, INCLUDING ELEVATIONS, DETAIL SECTIONS OF TYPICAL COMPOSITE MEMBERS, ANCHORAGES, REINFORCEMENT, EXPANSION PROVISIONS, AND GLAZING. C. SAMPLES: SUBMIT SAMPLES OF EACH TYPE AND COLOR OF FINISH ON 12” LONG SECTIONS OF EXTRUSIONS OR FORMED SHAPES AND ON 6” SQUARE SHEETS. WHERE NORMAL COLOR AND TEXTURE VARIATIONS ARE TO BE EXPECTED, INCLUDED 2 OR MORE UNITS IN EACH SET OF SAMPLES INDICATING LIMITS OF SUCH VARIATION. GLASS AND GLAZING MATERIALS: PROVIDE MANUFACTURER’S STANDARD GLASS AND GLAZING MATERIALS WHICH PRODUCE PERFORMANCE EQUAL OR SUPERIOR TO PERFORMANCE CHARACTERISTICS SPECIFIED HEREIN. FULLY TEMPERED CLASS 1, TRANSPARENT. 7. FABRICATION A. PREFABRICATION: TO GREATEST EXTENT POSSIBLE COMPLETE FABRICATION, ASSEMBLY, FINISHING, HARDWARE APPLICATION, AND OTHER WORK BEFORE SHIPMENT TO PROJECT SITE. DISASSEMBLE COMPONENTS ONLY AS NECESSARY FOR SHIPMENT AND INSTALLATION. DO NOT DRILL AND TAP FOR SURFACE-MOUNTED HARDWARE ITEMS UNTIL TIME OF INSTALLATION AT PROJECT SITE/ PERFORM FABRICATION OPERATIONS, INCLUDING CUTTING, FITTING, FORMING, DRILLING AND GRINDING, OF METAL WORK IN MANNER WHICH PREVENTS DAMAGE TO EXPOSED FINISHED SURFACE. PROVIDE ALL WORK ASSEMBLIES AND HARDWARE TO MODIFY EXISTING STOREFRONT ON SITE. B. WELDING: COMPLY WITH AWS RECOMMENDATIONS TO AVOID DISCOLORATION; GRIND EXPOSED WELDS SMOOTH AND RESTORE MECHANICAL FINISH. C. REINFORCING: INSTALL REINFORCING AS NECESSARY FOR PERFORMANCE REQUIREMENTS; SEPARATE DISSIMILAR METALS WITH BITUMINOUS PAINT OR OTHER SEPARATOR WHICH WILL PREVENT CORROSION. D. CONTINUITY: MAINTAIN ACCURATE RELATION OF PLANES AND ANGLES WITH HAIRLINE FITTING OF CONTACTING MEMBERS. E. FASTENERS: CONCEAL FASTENERS WHEREVER POSSIBLE. F. FIELD MEASUREMENT: TAKE FIELD MEASUREMENTS PRIOR TO PREPARATION OF SHOP DRAWINGS AND FABRICATION TO ENSURE PROPER FITTING OF WORK. G. FOR TEMPERED GLASS: LOCATE AND PROVIDE HOLES AND CUTOUTS TO RECEIVE HARDWARE BEFORE TEMPERING GLASS. DO NOT PERMIT ANY CUTTING, DRILLING, OR OTHER GLASS ALTERATIONS AFTER TEMPERING. H. FABRICATE SWING DOORS TO ACCOMMODATE BUILDER’S HARDWARE ITEMS SPECIFIED IN SECTION *S. FABRICATE FRAMELESS SLIDING GLASS DOORS FOR ACCESSORY ITEMS SPECIFIED HEREIN. 8. INSTALLATION: A. DO NOT REMOVE ANY PART OF EXISTING STOREFRONT UNTIL INSTALLATION OF ASSEMBLY IS READY. PROVIDE PROTECTION OF ADJACENT SURFACES AND PROVIDE SECURED CONSTRUCTION SHED TO PERFORM AND PROTECT WORK AND PREMISES. B. COMPLY WITH MANUFACTURER’S INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION OF ALUMINUM ENTRANCES AND STOREFRONTS. C. SET UNITS PLUMB, LEVEL AND TRUE TO LINE, WITHOUT WARP OR RACK OF FRAMING MEMBERS, DOORS, OR PANELS. ANCHOR SECURELY IN PLACE, SEPARATING ALUMINUM AND OTHER CORRODIBLE METAL SURFACES FROM SOURCES OF CORROSION OF ELECTROLYTIC ACTION AT POINTS OF CONTACT WITH OTHER METALS. D. SET SILL MEMBERS AND OTHER MEMBERS IN BED OF SEALANT OR WITH JOINT FILLERS OR GASKETS TO PROVIDE WEATHERTIGHT CONSTRUCTION. E. CLEAN COMPLETED SYSTEM INSIDE AND OUT PROMPTLY AFTER ERECTION AND INSTALLATION OF GLASS SEALANTS. REMOVE EXCESS GLAZING AND JOINT SEALANTS, DIRT, AND OTHER SUBSTANCES FROM ALUMINUM AND STAINLESS STEEL SURFACES. F. INSTITUTE PROTECTIVE MEASURES AND OTHER PRECAUTIONS REQUIRED TO ASSURE THAT STOREFRONTS AND WINDOWS WILL BE WITHOUT DAMAGE OR DETERIORATION OTHER THAN NORMAL WEATHERING AT TIME OF ACCEPTANCE. 9. ASSEMBLY DESCRIPTION: STOREFRONT: DOORS: DOORS SIDE LITES AND TRANSOMS SHALL BE ALUMINUM MATTE BLACK. DOORS SHALL BE BUTT HINGE WITH OVERHEAD CONCEALED HEAD CLOSER, AND CONCEALED TWO-WAY FLUSH BOLTS. DOORS TO BE FULLY WEATHER STRIPPED. HARDWARE (REFER TO SECTION 8S. BUILDERS HARDWARE) ENTRY DOORS FLOOR DEAD LOCK, 2 POINT FLUSH BOLTS KEY CYLINDER LOCK INSIDE AND OUTSIDE. HARDWARE FOR STOREFRONT TO BE SUPPLIED BY STOREFRONT FABRICATOR. ALL HARDWARE SHALL BE COMPATIBLE WITH DOOR DESIGN AND INTERIOR DOOR OPERATION. HARDWARE ASSEMBLY SHALL BE COMPLETE. SUBSTITUTIONS SHALL NOT BE ACCEPTED UNLESS SUBMITTED IN WRITING WITH COMPLETE MANUFACTURER CATALOG CUTS, SPECIFICATION AND WRITTEN EXPLANATION FOR SUBSTITUTION. APPROVAL OF SUBSTITUTION IS AT ARCHITECT’S DISCRETION. DIVISION 8: DOORS, WINDOW & GLASS 8J.HOLLOW METAL DOORS 1. SCOPE OF WORK: PROVIDE DOORS AND FRAMES AS INDICATED, THROUGHOUT FOR DRYWALL PARTITIONS, HOLLOW METAL DOORS AND FRAMES WILL ONLY BE INSTALLED AT BACK OF HOUSE AREAS. 2. STANDARDS: COMPLY WITH THE REQUIREMENTS OF STEEL DOOR INSTITUTE “ RECOMMENDED SPECIFICATIONS FOR STANDARD STEEL DOORS & FRAMES” (SDI-100), AND AS HEREIN SPECIFIED. 3. SUBMITTALS: WITH MANUFACTURER’S DETAILS AND SPECIFICATIONS FOR ALUMINUM WORK, SUBMIT SHOP DRAWINGS SHOWING APPLICATION TO PROJECT, AS REQUIRED. 4. MANUFACTURER: A SINGLE, RECOGNIZED PRODUCER OF HOLLOW METAL WORK COMPLYING WITH THE REQUIREMENTS.

5. DOOR FRAMES: TYPICALLY, DOOR FRAMES SHALL BE DOUBLE RABBETTED TYPE, BUTT PROFILE, AND SIZED WITH THROAT SIZE EQUAL TO CAVITY WITH 3/4” RETURN BENDS, SO THAT FACE OF DOOR FRAMES ALIGNS WITH THE BEAD OF THE DRYWALL REVEAL EDGE TRIM (SEE DRAWINGS) SHALL BE FORMED OF COLD ROLLED COPPER BEARING STEEL SHEETS AND SHALL BE SHAPED TO PROFILES AND SIZES SHOWN ON THE DRAWINGS AND DOOR SCHEDULE. INTERIOR HOLLOW METAL FRAMES SHALL BE FORMED FROM NO. 16 GAUGE STEEL. WHERE REQUIRED BY DOOR SCHEDULE, FRAMES SHALL BE OF CONSTRUCTION HAVING UNDERWRITERS’ LABORATORIES LABEL SHOWN ON SCHEDULE. FABRICATE FRAMES WITH MITERED CORNERS KNOCKED-DOWN AND WELDED AS PER DRAWINGS AND TYPES, FOR FIELD ASSEMBLY, TO THE REQUIRED PROFILES BY PRESS BRAKE FORMING AND WELDING. ALL RISES AND EDGE SHALL BE STRAIGHT AND SHARP. ALL SURFACES, INCLUDING CORNERS AND JOINTS, SHALL BE FREE FROM WARP, WAVE, DIMPLES, BUCKLES OR OTHER DEFECTS. HOLLOW METAL FRAMES SHALL BE COMBINATION BUCKS WITH INTEGRALLY FORMED JAMB, STOP AND TRIM MEMBERS. EDGES, ANGELS AND CORNERS SHALL BE SQUARE, CLEAN AND SHARP. RETURN EDGES OF TRIM MEMBERS SHALL BE SUFFICIENT DEPTH TO FULLY ALIGN RECEIVE OR CLEAR ADJOINING MATERIALS AS SHOWN ON THE DRAWINGS. AT EACH CORNER OF THE HOLLOW METAL FRAME, THE SIDE JAMB SHALL BE COPED AND TANNED TO THE HEAD JAMB AND THE TRIM SHALL BE MITERED. ALL FRAME CONNECTIONS TO STRUCTURE SHALL BE FULLY CONCEALED OR FILLED FLUSH AFTER FASTENING. 6. METAL DOORS: HOLLOW METAL DOORS SHALL BE FLUSH OF SIZES 1 3/4” X WIDTH X HEIGHT FOR OPENINGS AS SHOWN ON THE DOOR SCHEDULE. DOORS SHALL BE FORMED OF NO. 16 GAUGE ROLLER LEVELED PRIME QUALITY COLD ROLLED COPPER BEARING STEEL SHEETS. DOORS SHALL BE CONSTRUCTED FROM TWO (2) SHEETS OF FORMED AND WELDED FOR FLUSH PAN ASSEMBLY WITH NO SEAMS. DOORS SHALL BE CONSTRUCTED IN ACCORDANCE WITH UNDERWRITERS LABORATORIES, INC., PROCEDURE, WHETHER OR NOT ELIGIBLE FOR OR REQUIRED TO BE LABELED. WHERE REQUIRED BY DOOR SCHEDULE, DOORS SHALL HAVE UNDERWRITERS LABORATORIES. INC. LABEL AS SHOWN ON SCHEDULE. VERTICAL STIFFENERS SHALL BE TRUSS TYPE OR INTERLOCKING CHANNEL MEMBERS OF NO. 14 GAUGE STEEL, SPACED NOT MORE THAN SIX (6) INCHES ON CENTER AND SECURELY WELDED TO INNER SIDE OF FACE SHEETS. END OF DOORS SHALL BE CLOSED WITH NO. 14 GAUGE STEEL CHANNELS SECURELY SPOT WELDED TO BOTH FACE SHEETS. VERTICAL JOINT AND CORNERS SHALL BE CONTINUOUSLY WELDED AND GROUND FLUSH AND SMOOTH. TOP SHALL PRESENT SMOOTH CONTACT SURFACE AND BOTTOM SHALL HAVE 5/8 INCH RECESS FORMED BY CHANNEL. THE INTERIOR OF THE DOORS SHALL BE PROVIDED WITH SOUND DEADENING MATERIAL RESISTANT TO FIRE, VERMIN, MOISTURE, MILDEW AND ROT, AND SUCH INSULATING FILLING SHALL BE LISTED BY THE UNDERWRITERS LABORATORIES. INC.

7. HARDWARE: ALL DOORS AND FRAMES SHALL BE MORTISED, PUNCHED TAPPED, DRILLED, REINFORCED, AND OTHERWISE PREPARED TO RECEIVE ALL ITEMS OF HARDWARE AS CALLED FOR IN THE HARDWARE SCHEDULE. CUTOUTS AND REINFORCEMENT SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED TEMPLATES. DOORS AND FRAMES SHALL BE MORTISED AND REINFORCED AND SHALL BE DRILLED AND TAPPED TO RECEIVE THE SPECIFIC MORTISED HARDWARE. REINFORCEMENT FOR SURFACE APPLIED HARDWARE SHALL PROVIDE A TAPPING THICKNESS OF NOT LESS THAN 1/8 INCH. CLOSERS AND/OR OVERHEAD STOPS REINFORCEMENT SHALL BE PROVIDED ON BOTH SIDES OF ALL DOORS AND FRAMES, INCLUDING THOSE NOT SCHEDULED TO RECEIVE SURFACE APPLIED CLOSERS. PLATES FOR BUTT REINFORCEMENT SHALL BE AT LEAST 8 INCHES LONGER THAN THE BUTT, AND SHALL NOT BE LESS THAN 3/16 INCH THICK FOR TAPPING. REINFORCING UNITS REQUIRED FOR STRIKES, LOCKSETS, AND LATCHSETS SHALL BE OF A TYPE AND GAUGE AS RECOMMENDED BY THE APPROVED HARDWARE MANUFACTURER. ALL INTERIOR DOOR FRAMES SHALL BE PUNCHED FOR SILENCERS THREE (3) PER SINGLE DOOR. CONTRACTOR SHALL COORDINATE HARDWARE SELECTION FOR FUNCTION, FIT, HAND, OPERATION, SECURITY DEVICE APPLICATIONS. 8. FINISH: AFTER FABRICATION, CLEAN ALL ALUMINUM DOORS AND FRAMES THOROUGHLY. REMOVE ALL RUST SCALE, GREASE, OIL AND OTHER DIRT WITH A NONVOLATILE SOLVENT. ALL JOINTS AND WELDS SHALL BE SMOOTH & FREE OF IMPERFECTIONS. SMOOTH ALL ROUGH SPOTS AND SIMILAR IMPERFECTIONS. AFTER CLEANING, COAT DOOR AND FRAME ASSEMBLIES WITH A BAKED ON RUST INHIBITIVE PRIMER. 10. GLASS & GLAZING TYPICAL: 1/2" STARFIRE 11. ERECTION: A. EACH HOLLOW METAL FRAME SHALL BE INSTALLED IN ITS CORRECT LOCATION AND SHALL BE ERECTED PLUMB, STRAIGHT, SQUARE AND LEVEL, AT THE PROPER ELEVATION AND PLANE, IN ALIGNMENT WITH THE ADJOINING CONSTRUCTION. SET FRAMES AND SECURE TO ADJACENT CONSTRUCTION WITH FLAT HEAD COUNTER SUNK MACHINE SCREWS. DOORS SHALL BE FITTED WITH THE SPECIFIED HARDWARE, HUNG AND BEFORE THE FINAL COMPLETION OF ALL WORK, ADJUSTED SO THAT DOES OPERATE IN PERFECT ORDER, INSTALLATION OF DOOR SILENCERS AND HARDWARE SHALL BE MADE AFTER DOORS AND FRAMES HAVE BEEN FINISH PAINTED. B. ALL MITER AND SURFACE IMPERFECTION SHALL BE CORRECTED. FILL AND SAND THESE AREAS WITH AUTOBODY FILLERS SO THAT TRANSITIONS ARE CONCEALED AND SMOOTH, AND SCRATCHES AND DIMPLES ARE ELIMINATED. ANY UNIT ASSEMBLY WITH DEFECTS MAY BE REJECTED BY THE ARCHITECT AND REPLACED BY THE CONTRACTOR AT HIS COST. 8K. WOOD DOORS: 1. SCOPE OF WORK: PROVIDE NEW INTERIOR DOORS AND ASSEMBLIES AS INDICATED ON DRAWINGS AND OUTLINED BELOW. GC IS RESPONSIBLE FOR COORDINATION ON ALL DOORS PROVIDED BY MILLWORKER. 2. STANDARDS: THIS SECTION REFERS TO SOLID CORE FLUSH WOOD DOORS AND STILE & RAIL DOORS WITH GLASS LITES. ALL DOORS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE ARCHITECTURAL WOODWORK INSTITUTE FOR PREMIUM GRADE SOLID CORE FLUSH DOORS. IN THE EVENT OF A DISPUTE AS TO THE QUALITY GRADE ALL PARTIES INVOLVED SHALL DEFER TO AWI INSPECTION AND DETERMINATION OF COMPLIANCE.

3. MATERIALS: A. INTERIOR FLUSH DOORS: SHALL BE 1 3/4" SOLID CORES CONSTRUCTION AS INDICATED ON DRAWINGS. DOORS TO BE CONSTRUCTED AND BALANCED AND BE DELIVERED TO SITE, FREE OF WARP OR TWIST. PROVIDE SOLID FLUSH AND PANELED INTERIOR DOORS WITH VENEER SURFACES TO ACCEPT PAINT FINISHING, AS INDICATED ON DRAWINGS. DOORS TO BE FIELD SHOP FINISHED. ALL DOORS SHALL BE MANUFACTURED IN ACCORDANCE WITH AWI "PREMIUM GRADE" FOR SOLID DOORS, AND GLAZED DOORS. REFER TO DRAWINGS AND HARDWARE SCHEDULE FOR CONFIGURATIONS OF DOORS. DOORS SHALL BE PREPARED TO RECEIVE RESPECTIVE HARDWARE ACCORDING TO HARDWARE SPECIFIED AND DOOR FUNCTION. DOORS SHALL BE MANUFACTURED BY ONE OF THE FOLLOWING: GEORGIA-PACIFIC, WEYERHAUSER, EGGERS, PAINE-LUMBER CO., U.S. PLYWOOD OR OTHER MANUFACTURER IF APPROVED BY ARCHITECT. 4. SUBMITTALS: A. FLUSH DOORS: IF DOORS ARE TO BE FACTORY FINISHED, SUBMIT TWO (2) SAMPLES OF FINISHED FACE VENEER TO ARCHITECT FOR APPROVAL/ IF DOORS ARE TO BE FIELD FINISHED, SHOW SAMPLE AT JOB SITE OF FACE VENEER FINISHED BY FIELD FINISHER FOR ARCHITECT'S APPROVAL PRIOR TO FINISHING DOORS. 5. PROTECTION: DOORS SHALL BE PROPERLY PROTECTED DURING TRANSIT, STORAGE ON SITE, AND HANDLING AND INSTALLATION TO PREVENT DAMAGE, SCRATCHES IN VENEER, SOILING, OR DETERIORATION. IF DOORS ARE TO BE FACTORY FINISHED, THEY SHALL BE PROVIDED WITH PROTECTIVE COVERINGS. IF DOORS ARE TO BE FIELD FINISHED THEY SHALL BE SHOP PRIMED WITH A MATERIAL COMPATIBLE WITH FINISH TO BE APPLIED IN FIELD. STORE DOORS IN CONDITIONS TO PREVENT WARPING. 6. INSTALLATION: IN HANDLING, STORAGE AND APPLICATION OF DOORS, CARE SHALL BE TAKEN NOT TO PREVENT POSSIBLE SURFACE DAMAGE AND WARPING. UNDERCUT DOORS AS REQUIRED BY THE DOOR SCHEDULE, VENTILATION WEATHERSTRIPPING AND FIELD CONDITIONS. ALL UNDERCUTS TO BE APPROVED BY ARCHITECT PRIOR TO FABRICATION. DOORS SHALL BE PREPARED TO RECEIVE HARDWARE ACCORDING TO THE APPROVED DOOR AND HARDWARE SCHEDULES. SECURING OF HARDWARE BY THRU-BOLTING IS NOT PERMITTED, UNLESS APPROVED BY ARCHITECT. HIGHEST QUALITY INSTALLATION TECHNIQUE SHALL BE REQUIRED ON INSTALLATION OF WOOD DOORS. HOLES IN STILES FOR LATCH MECHANISMS SHALL BE CENTERED. ROUTES FOR HINGE LEAFS SHALL BE CLEAN AND SQUARE. HINGE LEAFS SHALL NOT BE DRIVEN AGAINST VERTICAL, STILE ROUT CAUSING RUPTURE OF STILE AT BUTT CORNER. SCREWS SHALL GAVE FULL SHANK SHEET METAL THREADS. INSTALL DOOR FRAMES PLUMB AND TRUE SO THAT DOOR HANGS THE SAME, FREE FROM BINDING AND UNPROVOKED DOOR SWINGING. EXCESSIVE HINGE PACKING WILL BE DISALLOWED. ALL DOORS SHALL HAVE 'BALANCED' FRONT AND BACK SURFACES. 7. PROTECTION: AFTER HANGING PROTECT DOORS AS NECESSARY UNTIL DAMAGING CONSTRUCTION TRAFFIC HAS CEASED. PROTECT AND CLEAN HARDWARE FROM PAINT, ETC.

5. INSTALLATION: A. HARDWARE MOUNTING HEIGHTS: NBHA "RECOMMENDED LOCATIONS FOR BUILDERS HARDWARE," EXCEPT AS OTHERWISE INDICATED ON DRAWINGS. B. HARDWARE ADJUSTMENT: RETURN TO PROJECT ONE (1) MONTH AFTER OWNER'S OCCUPANCY, AND ADJUST BUILDERS HARDWARE FOR PROPER OPERATION AND FUNCTION OF EACH DOOR. LUBRICATE AND CLEAN EACH ITEM. INSTRUCT OWNER'S PERSONNEL IN PROPER MAINTENANCE AND ADJUSTMENT OF WORK. C. SCREWS: SHALL BE FURNISHED IN SAME MATERIAL AND SHALL MATCH THE HARDWARE FINISH AS WELL AS ALL BOLTS AND OTHER FASTENING DEVICES. WHERE FINISH, SHAPE OR SIZE OF MATERIALS RECEIVING HARDWARE IS SUCH AS TO PREVENT OR MAKE UNSUITABLE FOR USE THE EXACT TYPES SPECIFIED, FURNISH SUITABLE HARDWARE OF SAME QUALITY, FINISH AND FUNCTION AS THE TYPE NECESSARY FOR THE PROPER OPERATION OF THE DOOR, OR OTHER MATERIAL TO WHICH SUCH HARDWARE IS TO BE ATTACHED. 6. CLEANING, ADJUSTMENT AND REPLACEMENT: CLEAN ALL HARDWARE OF DIRT, GREASE, FINGERPRINTS, PAINT, ETC. REPAIR ALL FINISHES DISTURBED DURING INSTALLATION OF FINISH HARDWARE. REPLACE ALL DAMAGED SCREWS AND FASTENERS, ADJUST THE OPERATION OF ALL DEVICES, REPLACE ALL MISSING AND/OR DEFECTIVE COMPONENTS.

15B. HVAC SUPPLEMENTAL 1. SCOPE OF WORK: IN ADDITION TO ENGINEER’S MECHANICAL DRAWINGS AND SPECIFICATIONS, THE FOLLOWING CONDITIONS ARE TO BE FOLLOWED. 2. SHOP DRAWINGS: A. SHOP DRAWINGS SUBMITTED SHALL SHOW ALL DUCTWORK AND EQUIPMENT TO SCALE, DRAWING SHALL INDICATE ALL REQUIRED ACCESS LOCATIONS AND ALL REMOTE CONTROL DEVICES WITH CUTS. B. DRAWINGS SHALL SHOW GRILLE DIFFUSER LOCATIONS, SIZES AND CUTS AND THEIR RELATIONSHIP TO CEILING LIGHTING AND SPRINKLER WORK. C. IF CONFLICT WITH A LIGHT FIXTURE EXISTS A POCKET MAY BE REQUESTED BY THE ARCHITECT AT NO CHARGE. 3. INSTALLATION: A. ALL DUCTWORK SHALL BE INSTALLED TIGHT TO CEILING SLABS AS POSSIBLE UNLESS OTHERWISE NOTED OR DIRECTED. ANY DUCTWORK INSTALLED LOW WILL BE RAISED AT CONTRACTORS COST. B. DUCTWORK SHALL AVOID CONFLICTS WITH LIGHT FIXTURES. C. G.C. SHALL COORDINATE LOCATIONS OF ALL VISIBLE MECHANICAL EQUIPMENT, GRILLS, REGISTERS, LIGHTS, AND SPRINKLER HEADS WITH ARCHITECTURAL PLANS WHICH SHALL TAKE PRECEDENCE.

ALTERATION TYPE 2 NO CHANGE OF USE, EGRESS OR OCCUPANCY, INTERIOR WORK ONLY

15C. SPRINKLERS SUPPLEMENTAL 7. GUARANTEE: ALL MATERIAL AND INSTALLATION SHALL BE FREE OF SURFACE DEFECTS, AND FUNCTION AS SELECTED. IT SHALL BE UNDERSTOOD, THAT THE CONTRACTOR/HARDWARE SUPPLIER SHALL BE SOLELY RESPONSIBLE FOR PROVIDING THE PROPER FUNCTION, FINISH AND COMPLETE ASSEMBLY FOR THE PROJECT. CATALOGUE NUMBERS DESIGNATED BY ARCHITECT HEREIN, SHALL BE USED ONLY AS A GUIDE FOR THE SELECTION AND SPECIFICATION OF HARDWARE. 8. FINISH HARDWARE: APPLY FINISH HARDWARE FOR WORK SPECIFIED HEREIN. THE FINISH HARDWARE SHALL BE DELIVERED TO THE SUBCONTRACTOR AT THE BUILDING. SUBCONTRACTOR SHALL BE REQUIRED TO ASSUME FULL RESPONSIBILITY FOR ALL HARDWARE SO RECEIVED UNTIL SUBSTANTIAL COMPLETION OF EACH PHASE OF WORK HAS BEEN ACHIEVED. DOORS SHALL BE PREPARED TO RECEIVE THE RESPECTIVE HARDWARE ACCORDING TO THE REQUIRED FUNCTION OF THE DOORS. EACH SET SHALL BE CHECKED, AND ANY ERROR OR OMISSION FOUND IN THE SUPPLIED SET SHALL BE CORRECTED. EACH SET SHALL BE TAG-NUMBERED FOR IDENTIFICATION DURING INSTALLATION. DOORS SHALL BE HUNG PLUMB AND STRAIGHT WITH PROPER CLEARANCES. LOCKS SHALL BE INSTALLED WITH PROPER CLEARANCES FOR SMOOTH OPERATION. INSTALLED FINISHED HARDWARE SHALL BE FREE OF DENTS, SCRATCHES, AND OTHER DAMAGES. KNOBS AND HANDLES SHALL BE COVERED UNTIL COMPLETION AND ACCEPTANCE OF THE WORK. AFTER HANGING, PROTECT DOORS AS NECESSARY UNTIL DAMAGING CONSTRUCTION TRAFFIC HAS CEASED. REPLACE DAMAGED DOORS.

1. SCOPE OF WORK: IN ADDITION TO ENGINEERS SPRINKLER DRAWINGS. 2. SHOP DRAWINGS. A. SHOP DRAWINGS TO SHOW ALL SPRINKLER LINES AND HEADS. B. SUBMIT LOTS OF HEADS AND COVER PLATES FOR APPROVAL. C. G.C. SHALL COORDINATE LOCATIONS OF ALL VISIBLE MECHANICAL EQUIPMENT, GRILLS, REGISTERS, LIGHTS, AND SPRINKLER HEADS WITH ARCHITECTURAL PLANS WHICH SHALL TAKE PRECEDENCE. 3. INSTALLATION: A. LOCATION OF SPRINKLER HEAD ARE TO ALIGN WITH LIGHT FIXTURES AND DUCTWORK GRILLES. LOCATIONS OF HEADS SHALL FOLLOW COMMENT BY ARCHITECT. SHOULD HEAD BE INSTALLED MISALIGNED, THE ARCHITECT MAY ASK FOR THEIR REPOSITION AT CONTRACTORS COST. B. ALL PIPING AND DROPS SHALL BE LOCATED AS HIGH AS POSSIBLE TO AVOID CONFLICTS WITH LIGHTING. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS.

PROVIDE KEYING MASTER, SUB MASTER AND SUB SUB MASTER SYSTEM INCLUDING A MINIMUM OF 3 KEYS FOR EACH DOOR. SUMBIT KEYING PLAN TO ARCHITECT FOR APPROVAL.

REV DATE

DESCRIPTION

DIVISION 8: DOORS, WINDOW & GLASS 8S. BUILDERS HARDWARE: 1. SCOPE OF WORK: PROVIDE NEW DOOR HARDWARE THROUGHOUT FOR NEW DOORS AS SPECIFIED. COORDINATE WITH SECURITY SYSTEM REQUIREMENTS. GC IS RESPONSIBLE FOR COORDINATION FOR HARDWARE OF DOORS PROVIDED BY OWNER'S MILLWORKER 2. SUBMITTALS: A. NUMBER DESIGNATIONS: NUMBERS INDICATING HARDWARE ITEMS ARE THOSE OF THE MANUFACTURER LISTED, OR AS OTHERWISE INDICATED. FURNISH ANY MANUFACTURER'S PRODUCT WHICH IS EQUIVALENT IN QUALITY, DESIGN, AND FUNCTION (IF ACCEPTABLE TO ARCHITECT) TO THE INDICATED PRODUCT. FURNISH CUTS OF ANY PROPOSED ALTERNATES FOR APPROVAL. B. SUBMIT FOR APPROVAL BY THE ARCHITECT, FINAL HARDWARE SCHEDULE ORGANIZED BY "SETS", TO INDICATE SPECIFICALLY THE PRODUCT TO BE FURNISHED FOR EACH ITEM REQUIRED ON EACH DOOR. CATALOGUE CUTS AND SAMPLES OF ANY ITEM SHALL BE FURNISHED AS REQUESTED BY THE ARCHITECT. ARCHITECT WILL FURNISH KEYING INSTRUCTIONS AT TIME OF SHOP DRAWING APPROVAL. C. CONTRACTOR SHALL REVIEW THE FUNCTION, DOOR SWINGS, CONDITIONS AND DETAILS OF DOORS OF MANUFACTURER, AND SHALL SUPPLY THE PROPER FUNCTION HARDWARE FOR THE APPLICATION. USE ARCHITECT HARDWARE SCHEDULE AND CATALOGUE NUMBERS AS GUIDE ONLY. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF HARDWARE TO DOORS INTENDED DOOR FUNCTION OPERATION AND COMPLETENESS OF HARDWARE ASSEMBLIES. D. FURNISH TEMPLATES TO FABRICATORS OF DOORS AND FRAMES, AS REQUIRED FOR PREPARATION TO RECEIVE HARDWARE.

DIVISION 16: ELECTRICAL SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS. PROVIDE SHOP DRAWINGS FOR DIMMING SYSTEM LIGHTING DESIGNER

ALL BACK OF HOUSE DEVICES TO BE LEVITON DECORA SERIES. G.C. SHALL COORDINATE LOCATIONS OF ALL VISIBLE MECHANICAL EQUIPMENT, GRILLS, REGISTERS, LIGHTS, AND SPRINKLER HEADS WITH ARCHITECTURAL PLANS WHICH SHALL TAKE PRECEDENCE.

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

3. STANDARDS; A. FOR FIRE-RATED OPENING PROVIDE UL TESTED AND LISTED HARDWARE (AIA PAMPHLET 80 AND NFPA STANDARD 80).

ARCHITECT

4. MATERIALS: NOTE: VERIFY DOOR SWING AND HANDING OF ALL HARDWARE.

PROJECT

444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

GENERAL NOTES SPECIFICATIONS (3) SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

8A. GLAZING

DIVISION 15: MECHANICAL

DRAWING BY

CKD BY

DWG No.

T-007 SCALE

As Noted

SHEET

9A: FURRING AND METAL SUPPORT CONSTRUCTION. 1. SCOPE OF WORK: GENERAL STANDARDS: COMPLY WITH ANSI A 42.4 (AND A 42.3 AS APPLICABLE), EXCEPT AS OTHERWISE INDICATED. FOR FIRE-RATED ASSEMBLIES, PROVIDE METAL SUPPORT, FURRING IN MATERIALS WHICH HAVE BEEN TESTED AND RATED BY UL IN ACCORDANCE WITH REQUIREMENTS. INSTALL ALL WORK IN ACCORDANCE WITH LOCAL CODE, FOR METHODS AND MATERIALS 2. MATERIAL A. CEILING SUSPENSION MATERIALS: CONCEALED Z BARS: 1-9/16" ELECTRO GALVANIZED STEEL Z BAR, SPLICED WITH Z BAR COUPLING D-41 AS PER CODE. FASTENED TO RUNNER CHANNEL WITH WIRE CLIP *9 SPRING STEEL OR APPROVED EQUAL. RUNNER CHANNELS: 1-1/2" X 0.475 LB. PER FOOT COLD-ROLLED (16 GAUGE STEEL) OR 1-1/2" X 1.12 LBS PER FT. HOT-ROLLED CHANNEL, INSTALLED NOT TO EXCEED 4'-0" O.C. HANGERS: 1/4" DIAMETER GALVANIZED STEEL ROD OR 1/7" X 1" ASPHALT PAINTED FLAT STRAPS HANGERS NOT TO EXCEED 4'-0" O.C. FASTEN TO RUNNER CHANNELS WITH LOCAL CODE APPROVED MEANS. B. STEEL STUD SYSTEM MATERIALS: SCREW-TYPE STEEL STUDS: 25 GAUGE GALVANIZED STEEL C-SHAPED PUNCH-WEB CHANNELS WITH KNURLED FACES, ASTM C 645, SIZED AS INDICATED ON DRAWINGS. STUD ACCESSORIES: MATCH STUDS WITH ACCESSORIES INCLUDING RUNNERS, SHOES, TIES, AND FASTENERS AS RECOMMENDED BY STUD MANUFACTURER. "C" TYPE STEEL STUDS: 18 GAUGE GALVANIZED STEEL C-SHAPED PUNCH WEB CHANNELS WITH KNURLED FACES C645 5-1/2" DEEP. C. FURRING MATERIALS: SCREW-TYPE FURRING: 25 GAUGE GALVANIZED STEEL HAT-SHAPED MEMBERS WITH KNURLED FACES, ASTM C 645. WHERE SHOWN AS "RESILIENT," PROVIDE MANUFACTURER'S SPECIAL SHAPED MEMBERS, DESIGNED TO REDUCE SOUND TRANSMISSION. FURRING CHANNELS: 3/4" X 0.3 LB. PER FT., COLD-ROLLED CHANNELS. Z-FURRING: 25 GAUGE GALVANIZED STEEL, 1" X .240 LB. PER FT. OR AS SIZED ON DRAWINGS OR AS REQUIRED TO ALLOW FOR WIRING DEVICES, ETC. 4. INSTALLATION: PROVIDE CONTROL AND EXPANSION JOINTS AS RECOMMENDED BY MANUFACTURER IN LOCATIONS APPROVED OR AS DIRECTED BY THE ARCHITECT. DO NOT BRIDGE CONTROL AND EXPANSION JOINTS WITH LATHING AND METAL SUPPORT SYSTEM. FRAME BOTH SIDES OF JOINTS. SPACE CEILING RUNNER CHANNELS AS SHOWN, 4'-0" O.C. IF NOT OTHERWISE INDICATED, FRAME AROUND OPENINGS. INSTALL HANGERS IN THE MANNER INDICATED. ISOLATE CEILING FROM ABUTTING STRUCTURE. SPACE HANGERS 4'-0" O.C. ALONG RUNNERS, EXCEPT AS OTHERWISE INDICATED. WALLS: ISOLATE STEEL STUD FRAMING FROM OVERHEAD STRUCTURAL WORK, TO PREVENT BEARING STRESSES IN STUDS. SPACE STUDS 12" TO 16" O.C. MAX, EXCEPT AS OTHERWISE INDICATED. PROVIDE EXTRA STUDS AT EXTERNAL CORNERS, SPACED AS RECOMMENDED BY MANUFACTURER. AT DOOR OPENINGS AND SIMILAR FRAMES, PROVIDE NOT FEWER THAN 2 STUDS ANCHORED TO EACH JAMB OF FRAME, WITH ADDITIONAL STUDS SPACED AS RECOMMENDED BY MANUFACTURER, DEPENDING UPON WEIGHT OF THE DOOR. PROVIDE RUNNER TRACK AT HEAD OF FRAME, TO RECEIVE STUDS ABOVE FRAME (IF ANY), AND PROVIDE STIFFENERS ABOVE FRAMES, EXTENDED 4' BEYOND FRAME EACH WAY WHERE POSSIBLE. PROVIDE SIMILAR FRAMING, BELOW SILLS OF FRAMES. STIFFEN STUDS ASSEMBLY AS INDICATED OR, IF NOT INDICATED, AS RECOMMENDED BY STUD MANUFACTURER FOR HEIGHT OF WALL AND TYPE OF FINISH. PROVIDE 3/4" COLD-ROLLED CHANNEL STIFFENER BARS HORIZONTALLY BEHIND FLANGES OF STUDS, RUN CONTINUOUSLY THROUGH STUDS AND WIRE-TIED TO FLANGES, SPACED AS RECOMMENDED. SECURE RUNNER TRACKS TO SUBSTRATES (HORIZONTAL AND VERTICAL) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. RELATED WORK: SECURE ALL FIRE TREATED BLOCKING TO FRAMING CONSTRUCTIONS AS DETAILED OR AS NECESSARY TO SECURELY MOUNT OTHER WORK OR TO STIFFEN PARTIAL HEIGHT CONSTRUCTION PRIOR TO FINAL INSTALLATION OF DRYWALL OR PLASTER CONSTRUCTION. DIVISION 9 FINISHES: 9C. ACOUSTICAL TILES. 1. SCOPE OF WORK: PROVIDE ACOUSTICAL CEILINGS AS SHOWN OR SPECIFIED AND IN ACCORDANCE WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS. 2. QUALIFICATIONS: A. SUB-CONTRACT THE WORK OF THIS SECTION TO AN INSTALLER WHO IS EXPERIENCED IN THE WORK REQUIRED AND WHO IS RECOMMENDED BY THE MANUFACTURER OF THE ACOUSTICAL MATERIAL. B. EMPLOY ONLY TRADESMEN WHO ARE THOROUGHLY EXPERIENCED IN THE INSTALLATION OF THE SYSTEM AND MATERIALS REQUIRED. 3. SUBMITTALS: SAMPLES: SUBMIT SAMPLES OF EACH ACOUSTICAL MATERIAL SPECIFIED. EACH SET OF SAMPLES SHALL SHOW THE FULL RANGE OF TEXTURE AND COLOR TO BE EXPECTED IN THE COMPLETED WORK. A. ACOUSTICAL TILE- FULL SIZE. B. WALL MOLDINGS - 1 FOOT LENGTHS. 4. EXTRA STOCK: FURNISH 1% OF EACH TYPE OF ACOUSTIC TILE USED TO THE OWNER AND STORE AT THE SITE WHERE DIRECTED. 5. MATERIALS A. ACOUSTICAL TILE : SEE FINISH SCHEDULE ON A1.4 C. SUSPENSION SYSTEM; SHALL BE OF TYPE SPECIFIED AND SHALL IN ADDITION COMPLY WITH LOCAL CODE REQUIREMENTS USING HANGERS AND CARRYING CHANNELS, AS REQUIRED BY LOCAL BUILDING CODE.

DIVISION 10: SPECIALTIES D. METAL WALL MOLDINGS: REVEAL TYPE - SHALL BE METAL WITH BAKED ENAMEL FINISH TO MATCH COLOR OF ACOUSTIC TILE. GAUGE OF METAL TO BE 25/. E. METAL WALL REVEAL MOLDING: 3/4” EXPOSED FACE WITH 1/2” WIDE REVEAL, 3/4” DEEP. 6. GENERAL REQUIREMENTS FOR THE INSTALLATION OF ACOUSTICAL SYSTEM: A. PRIOR TO BEGINNING WORK, REVIEW LAYOUT, STARTING POINTS AND ALIGNMENTS WITH ARCHITECT FOR APPROVAL. B. VERIFY ALL MEASUREMENTS AND DIMENSIONS AT THE PROJECT SITE AND COORDINATE THE WORK WITH THE WORK OF OTHER TRADES, WITH PARTICULAR ATTENTION GIVEN TO THE WORK OF MECHANICAL AND ELECTRICAL TRADES. C. INSTALL ALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER’S PRINTER INSTRUCTIONS UNLESS OTHERWISE SHOWN OR DIRECTED. D. MAKE ALL EXPOSED SURFACES OF ACOUSTICAL TILE UNITS LEVEL AND FLUSH AND ALL JOINTS STRAIGHT AND TRUE. NEATLY CUT AND FIT UNITS AROUND LIGHT FIXTURES AND AROUND OTHER ITEMS PROTRUDING THROUGH ACOUSTICAL CEILINGS. INSTALL ALL EXPOSED MEMBERS WITH FLUSH HAIRLINE JOINTS. E. RUN GRAIN OF UNITS IN ONE DIRECTION, AS SHOWN OR DIRECTED, AND ALIGN JOINTS IN BOTH DIRECTIONS UNLESS OTHERWISE SHOWN. 7. DEFECTIVE WORK: A. PATCH MINOR DAMAGED CORNERS OF ACOUSTICAL TILES AS REQUIRED. B. TILES WITH CRACKS OR DEFECTS SHALL BE REPLACED. C. CONTRACTOR WILL BE REQUIRED TO REPLACE CEILING TILES IN AREAS WHERE EXCESSIVE TILE DAMAGE OR PATCHING OCCURS. SUCH AREAS SHALL BE DETERMINED BY ARCHITECT. 8. INSTALLATION OF MECHANICAL SUSPENSION SYSTEM: A. INSTALL PRIMARY SUSPENSION MEMBERS AND MECHANICAL SUSPENSION SYSTEM IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTION TO SUPPORT REQUIRED LOADS AND TO PREVENT DEFLECTION IN EXCESS OF 1/360 OF THE SPAN. WATER LEVEL ACCURATELY IN BOTH DIRECTION. B. COORDINATE SPACING OF HANGERS, CARRYING CHANNELS, RUNNERS, TEES AND MOLDING WITH THE LOCATIONS OF ELECTRICAL FIXTURES AND OTHER ITEMS OCCURRING IN OR ON THE CEILING. C. INSTALL SYSTEMS TO COMPLY WITH ASTM C 636 FOR HEAVY DUTY REQUIREMENTS. D. INSTALL ACCESSIBLE SYSTEMS AS PER MANUFACTURER’S RECOMMENDATIONS. 9D: GYPSUM DRYWALL: 1. SCOPE OF WORK: THIS SECTION REFERS TO WORK INCLUDING DRYWALL CEILINGS, DRYWALL CONSTRUCTIONS AS SHOWN ON DRAWINGS, AND BEADING, TAPING AND SPACKLING. PRIOR TO INSTALLATION, THE CONTRACTOR SHALL VERIFY THAT ALL WORK NEEDED TO BE CONCEALED AND INSTALLED (UNDER THIS SECTION AND BY OTHER TRADES) HAS BEEN COMPLETED, PRIOR TO DRYWALL WORK. NOTE: ENTIRE CEILING IN RETAIL SALES AREAS AND CUSTOMER AREAS WILL BE SKIM COATED.

-THERMAL INSULATION: AT AREAS NOTED ON CONSTRUCTION PLAN AT ANY UNINSULATED BUILDING PERIMETER WALLS, PROVIDE 4' BATT AND OR 2" RIGID INSULATION AS INDICATED. C. TRIM ACCESSORIES: COORDINATE AND INTEGRATE THE INSTALLATION OF TRIM ACCESSORIES WITH DRYWALL. WHERE POSSIBLE, USE THE SAME FASTENERS TO ANCHOR TRIM ACCESSORY FLANGES AS REQUIRED TO FASTEN DRYWALL TO THE FRAMING. OTHERWISE, FASTEN FLANGES BY USING GALVANIZED DRYWALL SCREWS, RINGED-NAILING, CRIMPING EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL TRIM TO BE "BEAD / TAPED" TYPE. USE CORNER BEAD AT ALL EXTERNAL CORNERS. USE L OF J TRIM WHEREVER EDGE OF DRYWALL WOULD BE OTHERWISE EXPOSED OR SEMI-EXPOSED, CREATING SPECIAL REVEALS AND WHEN ABUTTING ANOTHER MATERIAL. WHEN ABUTTING ANOTHER MATERIAL, SET BEAD 1/8" BACK, JOINT TO BE FILED WITH LATEX CAULKING. MITER CORNERS OF FLANGES OF ALL TRIM TYPES. CAREFULLY SET PLUM AND ALIGN ALL TRIM. ANY IMPROPERLY ALIGNED TRIM SHALL BE REMOVED AND CORRECTED, NO MATTER WHAT STAGE THE CONSTRUCTION PROJECT IS IN, AT ARCHITECT'S DISCRETION. D. TAPING AND FINISHING: - REINFORCE ALL JOINTS AT TAPERED DRYWALL EDGES AND INTERIOR CORNERS WITH JOINT REINFORCEMENT TAPE SET IN COMPOUND. - FILL ALL JOINTS, FASTENER HEADS, TRIM FLANGE ACCESSORY TO BEAD, AND OTHER SURFACE DEPRESSIONS WITH JOINT COMPOUND. FINISH SMOOTH AND FLUSH AS RECOMMENDED BY MANUFACTURER, SO THAT LOCATION OF JOINTS, FASTENERS, TAPE, ETC, ARE NOT VISIBLE AFTER PAINTING. FINISH SPACKLE SURFACE SHALL BE PAINT PRIMED AND RESPACKLED TO ASSURE A SMOOTH HIGH QUALITY PAINTED SURFACE. CONTRACTOR SHALL BE RESPONSIBLE FOR RE WORKING DRYWALL SURFACES IF ARCHITECT REJECTS SURFACES THAT ARE UNACCEPTABLE DUE TO POOR WORKMANSHIP. CONTRACTOR SHALL BE AWARE OF PAINT TYPE OR OTHER FINAL FINISH SPECIFIED TO BE APPLIED TO SURFACE. FINISH AND PREP WALL TO RECEIVE AS REQUIRED IN ACCORDANCE WITH FINAL FINISH. - ALL JOINTS AND SPACKLED AREAS TO BE FEATHERED A MINIMUM OF 18" FROM CENTER TO MINIMIZE TELESCOPING OF JOINT. MECHANIC TO USE WIDE BLADE SPACKLE KNIVES IN ORDER TO ACHIEVE DESIRED RESULTS. SAND JOINTS COMPOUND AND RECOAT WITH COMPOUND, FINISHING SMOOTH AND FLUSH, FREE OF IMPERFECTIONS. APPLY COMPOUND IN NOT LESS THAN THREE APPLICATIONS, SANDING SMOOTH AFTER DRYING AS REQUIRED, DO NOT OVER SAND AND DAMAGE JOINT TAPE OR DRYWALL PAPER. NOTE: AT LIGHT FIXTURES PROTECT FRAMELESS FIXTURES FROM COMPOUND AND DUST DURING FINISHING. ALL RECESSED CEILING AND WALL RETAIL LIGHTING TRIM ARE TO BE SPACKLED TO THEIR BEAD TRIMS. AT AUDIO VISUAL SPEAKERS: INSTALL, TAPE AND SPACKLE CONCEALED SPEAKERS SMOOTH AND LEVEL SO THAT THE SPEAKERS ARE NOT VISIBLE 9H: INTERIOR STONEWORK

2. MATERIALS: A. GYPSUM DRYWALL BOARD: ASTM C36, THICKNESS AS SHOWN ON DRAWINGS. PROVIDE BOARDS WITH LONG EDGES TAPERED FOR JOINT TREATMENT. AT ALL BATHROOM AND KITCHEN AREAS USE GREEN MOISTURE RESISTANT DRYWALL. B. FIRE RATED GYPSUM DRYWALL BOARD: PROVIDE CALIFORNIA APPROVED UL LABELED 'TYPE X BOARD' WHERE A FIRE RESISTANCE RATING IS INDICATED. C. SOUND ATTENUATION: 2.5" SOUND ATTENUATION BLANKET SPUN MATERIAL FIBER TYPE, FS HH-1-521D, TYPE I & II. D. ACOUSTICAL CAULKING: NON-DRYING MASTIC OF TYPE SEALANT RECOMMENDED BY DRYWALL MANUFACTURER. E. TRIM ACCESSORIES: GALVANIZED METAL OF THE FOLLOWING TYPES: EXTERNAL CORNER BEAD-USG # 093. REVEAL JOINT BEAD AS PER DRAWING DETAILS. 1/8” AND _” TAPING REVEAL BEAD AS MANUFACTURED BY GORDON OR APPROVED EQUAL. F. FLUSH ACCESS DOORS: INRYCO / MILCOR # DW, 14" X 14", BONDED PRIME COAT OF BAKED ENAMEL ON STEEL, 16 GAUGE FRAME & 14 GAUGE DOOR, FLUSH SLOTTED SCREW OPERATED. G. JOINT TREATMENT: TAPE MATERIAL AS RECOMMENDED BY USG. USE PERFORATED TAPE AND/OR EXPANDED SYNTHETIC MESH AS CONDITIONS WARRANT. H. JOINT COMPOUND: USG READY MIX. 3. INSTALLATION STANDARDS: A. COMPLY WITH "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD" GA-216, BY THE GYPSUM ASSOCIATION, EXCEPT WHERE MORE DETAILED OR MORE STRINGENT REQUIREMENTS ARE INDICATED HEREIN OR BY MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. COMPLY WITH REQUIREMENTS FOR INDICATED FIRE-RESISTANCE RATINGS. B. DRYWALL: INSTALL EXPOSED DRYWALL WITH FACE SIDE OUT. DO NOT INSTALL IMPERFECT, DAMAGED, SCORED, OR UNINTENTIONALLY DAMPED BOARDS. BUTT BOARDS TOGETHER FOR A LIGHT CONTACT AT EDGES AND ENDS WITH NOT MORE THAN 1/16" OPENING BETWEEN BOARDS. DO NOT FORCE BOARDS INTO PLACE. DO NOT INSTALL RIPPED PAPER BOARDS. LOCATE EITHER EDGE OR END JOINTS OVER SUPPORTS, EXCEPT IN HORIZONTAL APPLICATIONS OR WHERE INTERMEDIATE SUPPORTS OR DRYWALL BOARD BACK-BLOCKING IS PROVIDED BEHIND THE END JOINTS. POSITION BOARDS SO THAT BOTH TAPERED EDGE JOINTS ABUT, AND MILL-CUT OR FIELD CUT END JOINTS ABUT. DO NOT PLACE TAPERED EDGES AGAINST CUT OR END EDGES. STAGGER VERTICAL JOINTS OVER DIFFERENT STUDS ON OPPOSITE SIDES OF PARTITIONS. -ATTACH DRYWALL BOARD TO FRAMING AND BLOCKING WHERE ADDITIONAL SUPPORTS AT OPENINGS, CUTOUTS AND ACCESSORY, WHERE REQUIRED. -AT ALL FRAMELESS DRYWALL OPENINGS CUT DRYWALL AROUND OPENING. AVOID DRYWALL BOARD JOINTS MEETING AT CORNERS OF OPENINGS. -CEILINGS: ORIENT TAPERED JOINTS TO BE PARALLEL WITH REVEALING NATURAL SUNLIGHT FOR EXTERIOR WINDOWS. STAGGER END BUT JOINTS. CONFIRM WITH ARCHITECT. -CUTTING: AFTER SCORING FACE OF BOARD WITH STRAIGHT EDGE AND BENDING BOARD ALONG CUT LINE TO BREAK CORE, SCORE-CUT BACK OF BOARD ALONG FOLD LINE WITH KNIFE. DO NOT TEAR OFF SNAP APART BOARD.

1. SCOPE OF WORK: INSTALL THE FOLLOWING OWNER SUPPLIED ITEMS: STONE FLOORING AT RETAIL AREAS. CONTRACTOR SHALL VERIFY QUANTITIES OF STONE REQUIRED. 2. STANDARDS: NATIONAL BUILDING GRANITE QUARRIES ASSOCIATION. ALL WORK SHALL BE PERFORMED BY QUALIFIED STONE SETTER. SETTING METHODS FOR FLOORS AND WALLS SHALL BE REVIEWED WITH ARCHITECT AT CONTRACT NEGOTIATION PHASE IN ORDER TO ALLOW FOR ANY ADJUSTMENT IN DIMENSIONS, DETAILS AND OTHER TRADE COORDINATIONS, PRIOR TO THE BEGINNING OF JOB. 3. MATERIALS: FOR FLOORS 100CM X100 CM, INALCO LIGHT GREY CERAMIC: SUPRA SKF 100420 -PEARL PULIDO, 10MM THICK STONE SLABS INSTALLED WITH 2MM SIZE JOINTS SAME COLOR AS SLABS. GROUT: MAPEI "KERAPOXY DESIGN III" MAIPEI SPA WWW.MAPEI.IT 4. SHOP DRAWINGS: BEFORE CUTTING OR FABRICATING ANY MATERIAL, THE CUT STONE INSTALLER SHALL PREPARE AND SUBMIT TO THE ARCHITECT FOR APPROVAL, COMPLETE SHOP DRAWINGS, SHOWING SETTING, JOINTING AND LOCATION OF CUT OUTS, FLOOR AND WALL JOINT LAYOUTS, ANCHORAGE DETAILS, THRESHOLD/SADDLE DETAILS AND SIZES. 5. PRODUCT HANDLING: A. DELIVERY AND STORAGE: ALL STONE SHALL BE CAREFULLY UNLOADED AND READIED FOR INSTALLATION AS DIRECTED BY CONTRACTOR. ALL STONE SHALL BE HANDLED BY COMPETENT WORKMEN AND MOVED AND STORED WITH METHODS TO PREVENT SOILING, MUTILATION, CHIPPING OR OTHER DAMAGES. B. PROTECTION: AFTER ERECTION, ALL STONE FINISHES SHALL BE PROPERLY PROTECTED AGAINST DAMAGE BY OTHER TRADES. PROTECTION SHALL BE MAINTAINED BY GENERAL CONTRACTOR. 6. INSTALLATION: A. INSTALLATION: LAYOUT AND STARTING POINT(S) SHALL BE CONFIRMED BY ARCHITECT PRIOR TO INSTALLATION. ALL JOINTS SHALL ALIGN HORIZONTAL AND VERTICAL. VERTICAL WALL JOINTS SHALL ALIGN WITH FLOOR JOINTS UNLESS OTHERWISE NOTED. ALL SURFACES SHALL BE CO-PLANNER TO ONE ANOTHER, FREE OF RAISED CORNERS, PROJECTIONS OR DEPRESSIONS, ETC. ANY DRILLING OF HOLES OR CUT-OUTS SHALL BE SHOP PERFORMED IN ORDER TO ASSURE PROPER CUTTING FREE OF OVER CUTS, SPLITTING OR CHIPPING AT AREAS. 7. CLEANING: AFTER COMPLETION OF THE WORK OF THIS SECTION AND AT SUCH TIMES AS DIRECTED, CAREFULLY CLEAN ALL PARTS OF THE STONE WORK. REMOVE ANY STONE THAT IS DAMAGED OR IS REJECTED DUE TO INCONSISTENCY. EXECUTE ALL REQUIRED DRESSINGS, SEALANTS, MACHINE POLISHING AND RUBBING, LEAVING THE ENTIRE AREA OF WORK CLEAN AND ACCEPTABLE TO THE ARCHITECT AND / OR OWNER. THE USE OF WHITE BRUSHES, ACIDS OR SOLUTIONS WHICH MIGHT CAUSE DISCOLORATION OR DAMAGE TO THE CAULKING OR TO THE STONE ITSELF WILL NOT BE PERMITTED.

8. PROTECTION: AFTER ERECTION, PROTECT ALL FINISHED STONE SURFACES IN AN APPROVED MANNER. ALL DAMAGED OR STAINED STONES SHALL BE REPLACED AND BACK CHARGED TO THE RESPONSIBLE PARTY. A. FOR DRY SET: SETTING BED MORTAR & GROUT – ASTM C270, TYPE M. COLOR GROUT TO MATCH STONE COLOR. PORTLAND CEMENT – ASTM C 150, NON STAINING, NO AIR ENTRAINMENT WHITE WHERE REQUIRED FOR COLOR MATCH. LIME – ASTM C 207, TYPE S. SAND: ASTM C 144, OR FINER IF NEEDED FOR JOINTS LESS THAN _”. 9. RETURN ALL EXTRA STORE MATERIAL ON PALETTE WITH LIST OF QUANTITIES PACKED FOR TRANSPORT PER MANUFACTURER SPECIFICATIONS OR IN ORIGINAL CONTAINERS. 9N. RESILIENT FLOORING SCOPE OF WORK: PROVIDE RESILIENT FLOORING IN SPECIFIED AREAS. GENERAL CONTRACTOR SHALL INSTALL RESILIENT FLOORING PRODUCTS IN STRICT CONFORMANCE WITH MANUFACTURER’S WRITTEN RECOMMENDATIONS. PROVIDE FINISH AS RECOMMENDED BY THE MANUFACTURER AND PROVIDE THE TENANT WITH INSTRUCTIONS ON THE MAINTENANCE AND CARE OF THE FLOOR. INSTALL RESILIENT FLOORING AND ACCESSORIES AFTER OTHER FINISHING OPERATIONS, INCLUDING PAINTING, HAVE BEEN COMPLETED. SCRIBE, CUT AND FIT RESILIENT FLOORING AND BASE TO PERMANENT FIXTURES, BUILT IN FURNITURE, CABINETS, PIPES, OUTLETS, PERMANENT COLUMNS, WALLS PARTITIONS AND OTHER INTERRUPTIONS. EXTEND RESILIENT FLOORING INTO TOE SPACES, DOOR REVEALS AND INTO CLOSETS AND SIMILAR OPENINGS WHERE SCHEDULED ON THE DRAWINGS. AT RESILIENT BASE MITER INTERNAL CORNERS. AT EXTERNAL CORNERS “V” CUT BACK OF BASE STRIP TO 2/3 OF ITS THICKNESS AND FOLD. PROVIDE EXTRA STOCK ON THE FOLLOWING QUANTITIES. 15 SQ. FT. OF FLOORING AND 10 LINEAL FEET OF BASE OF EACH MATERIAL SPECIFIED. 1. SCOPE OF WORK: SEE FINISH SCHEDULE ON A1.4 2. QUALITY ASSURANCE: WHEREVER POSSIBLE, PROVIDE SHEET FLOORING AND ACCESSORIES PRODUCED BY A SINGLE MANUFACTURER. NOTE: ARCHITECT TO REVIEW AND APPROVE AREAS TO RECEIVE BASE PRIOR TO INSTALLATION. D. ADHESIVES (CEMENTS): AS RECOMMENDED BY FLOORING MANUFACTURER TO SUIT MATERIAL AND SUBSTRATE CONDITIONS. E. CONCRETE SLAB PRIMER: NON-STAINING TYPE AS RECOMMENDED BY FLOORING MANUFACTURER. F. TOP COAT FINISH: APPLY 3 THIN COATS OF SATIN FINISH ACRYLIC, AS MANUFACTURED BY THE BUTCHER BLOCK COMPANY. 4. SAMPLES: SHEET FLOORING: SUBMIT THREE SAMPLES OF EACH TYPE, COLOR, AND FINISH OF SHEET FLOORING AND ACCESSORY REQUIRED. PROVIDE 12” SQUARE SAMPLES OF SHEET FLOORING AND 6” LONG SAMPLE OF ACCESSORY. SAMPLE SUBMITTALS WILL BE REVIEWED FOR COLOR, TEXTURE, AND PATTERN ONLY, COMPLIANCE WITH ALL OTHER REQUIREMENTS IS THE EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR. 5. MAINTENANCE INSTRUCTIONS: RESILIENT SHEET FLOORING: SUBMIT TWO COPIES OF MANUFACTURER’S WRITTEN INSTRUCTIONS FOR RECOMMENDED MAINTENANCE PRACTICES FOR EACH TYPE OF RESILIENT FLOORING AND ACCESSORIES. 6. JOB CONDITIONS: CONTINUOUSLY HEAT AREAS TO RECEIVE FLOORING TO 70 DEGREES F. FOR AT LEAST 48 HOURS PRIOR TO INSTALLATION, WHEN PROJECT CONDITIONS ARE SUCH THAT HEATING IS REQUIRED. MAINTAIN INSTALLATION AS RECOMMENDED BY FLOORING MANUFACTURER, BUT NOT FOR LESS THAN 48 HOURS. 7. INSTALLATION: GENERAL: A. INSTALL FLOORING AFTER FINISHING OPERATIONS, INCLUDING PAINTING, HAVE BEEN COMPLETED AND PERMANENT HEATING SYSTEM IS OPERATING, MOISTURE CONTENT OF CONCRETE SLABS, BUILDING AIR TEMPERATURE AND RELATIVE HUMIDITY MUST BE WITHIN LIMITS RECOMMENDED BY FLOORING MANUFACTURER. B. INSTALLATION OF FLOORING MUST BE MADE WITH MANUFACTURERS APPROVED ADHESIVES, AND APPROVED INSTALLATION METHODS MUST BE FOLLOWED, ALL SUBSTRATES SHALL BE LEVELED, FLASHED AND PATCHED SMOOTH AS REQUIRED. C. EXECUTION: INSPECTION: INSTALLER MUST EXAMINE THE AREAS AND CONDITIONS UNDER WHICH SHEET FLOORING AND ACCESSORIES ARE TO BE INSTALLED AND NOTIFY THE CONTRACTOR IN WRITING OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO THE INSTALLER. D. PREPARATION: PRIOR TO LAYING FLOORING, BROOM CLEAN OR VACUUM SURFACES TO BE COVERED AND INSPECT SUBFLOOR. START OF FLOORING INSTALLATION INDICATED ACCEPTANCE OF SUBFLOOR CONDITIONS AND FULL RESPONSIBILITY FOR COMPLETED WORK. E. USE LEVELING COM[POUND AS RECOMMENDED BY FLOORING MANUFACTURER FOR FILING SMALL CRACKS AND DEPRESSIONS IN SUBFLOORS. F. TESTS: PERFORM MOISTURE TESTS ON CONCRETE SLABS TO DETERMINE THAT CONCRETE SURFACES ARE SUFFICIENTLY CURVED AND READY TO RECEIVE FLOORING. G. APPLY CONCRETE SLAB PRIMER, IF RECOMMENDED BY FLOORING MANUFACTURER, PRIOR TO APPLICATION OF ADHESIVE. APPLY IN COMPLIANCE WITH MANUFACTURER’S DIRECTIONS. H. PLACE FLOORING WITH ADHESIVE CEMENT IN STRICT COMPLIANCE WITH MANUFACTURERS RECOMMENDATION. BUTT TIGHTLY TO VERTICAL SURFACES, THRESHOLD, NOSINGS AND EDGINGS, SCRIBE AROUND OBSTRUCTIONS AND TO PRODUCE NEAT JOINTS, LAID TIGHT, EVEN, AND STRAIGHT. EXTEND FLOORING INTO TOW SPACES, DOOR REVEALS, AND INTO CLOSETS AND SIMILAR OPENINGS. I. TIGHTLY CEMENT FLOORING TO SUB BASE WITHOUT OPEN CRACKS, VOIDS, RAISING AND PUCKERING AT JOINTS, TELEGRAPHING OF ADHESIVE SPREADER MARKS, OR OTHER SURFACE IMPERFECTIONS,

J. WELD SEAMS IN VINYL SHEET FLOORING IN COMPLIANCE WITH THE MANUFACTURER’S INSTRUCTIONS TO PROVIDE A “SEAMLESS” INSTALLATION. K. LAY SHEET FLOORING TO SUBSTRATE WITHOUT OPEN CRACKS, VOIDS, RAISING AND PUCKERING AT JOINTS, TELEGRAPHING OF ADHESIVE SPREADER MARKS, OR OTHER SURFACE IMPERFECTIONS, L. LAY SHEET FLOORING TO PROVIDE AS FEW SEAMS AS POSSIBLE WITH THE MOST ECONOMICAL USE OF MATERIALS. M. ACCESSORIES: NEW BASE SHALL BE INSTALLED THROUGHOUT ALL AREAS IT IS INDICATED AS REQUIRED FINISH. INSTALL BASE IN AS LONG LENGTHS AS PRACTICABLE, WITH PREFORMED CORNER UNITS, OR FABRICATED FROM BASE MATERIALS WITH MITERED OR COPED INSIDE CORNERS. TIGHTLY BOND BASE TO BACKING THROUGHOUT THE LENGTH OF EACH PIECE, WITH CONTINUOUS CONTACT AT HORIZONTAL AND VERTICAL SURFACES. 8. CLEANING AND PROTECTION: REMOVE ANY EXCESS ADHESIVE OR OTHER SURFACE BLEMISHES, USING NEUTRAL TYPE CLEANERS AS RECOMMENDED BY FLOORING MANUFACTURER. INSTALL 3 COATS OF SEALER FINISH AS RECOMMENDED BY MANUFACTURER. PROTECT INSTALLED FLOORING FROM DAMAGE BY COVERING. 9. FINISHING: AFTER COMPLETION OF PROJECT AND JUST PRIOR TO FINAL INSPECTION OF WORK, THOROUGHLY CLEAN FLOORS AND ACCESSORIES, PROTECT WITH KRAFT PAPER SECURELY FASTENED. 9T. PAINTING 1. SCOPE OF WORK: PRIME AND PAINT ALL EXISTING NEW AND EXISTING SURFACES AND TRIM, EXCEPT PREFINISH MATERIALS. REFER TO ARCHITECTS FINISH SCHEDULE FOR COLORS AND MATERIAL DESIGNATIONS. NOTE: SEE SECTION 9D: GYPSUM DRYWALL FOR TAPING AND SPACKLING SPECIFICATION WHICH IS PART OF PAINTER’S WORK. WALLS AND CEILING SHALL BE SKIM COATED SMOOTH. PERFORM CORRECTIVE WORK AS REQUIRED AFTER PRIMING. 2. WORK NOT INCLUDED: UNLESS OTHERWISE NOTED, SHOP PRIMING OF FERROUS METAL ITEMS AND FABRICATED COMPONENTS ARE INCLUDED UNDER THEIR RESPECTIVE TRADES. FINISHED METALS SUCH AS ANODIZED ALUMINUM, STAINLESS STEEL, BRONZE AND SIMILAR METALS WILL NOT BE PAINTED. DO NOT PAINT MOVING PARTS OF OPERATING UNITS, OR OVER ANY EQUIPMENT IDENTIFICATION, PERFORMANCE RATING, NAME OR NOMENCLATURE PLATES OR CODE-REQUIRED LABELS. 3. DELIVERY AND STORAGE: DELIVER MATERIALS TO JOB SITE IN NEW, ORIGINAL, UNOPENED AND UNDAMAGED CONTAINERS BEARING ARCHITECT APPROVED, MANUFACTURER'S, TRADE, AND LABEL NAME. STORE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. EXPIRED DATED PRODUCTS ARE NOT TO BE USED. EVERY PRECAUTION SHALL BE TAKEN TO PREVENT FIRE HAZARDS AND SPILLAGE IN STORAGE AND TRANSPORT. 4. PROTECTION AND PREPARATION: A. PROTECT WORK OF OTHER TRADES. GUARD AGAINST DAMAGES TO PAINTED SURFACES. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING PAINTER TO CORRECT ANY DAMAGE CAUSED BY CONTRACTOR TO FINISHED WORK. B. SURFACE PREPARATION: NOTE: CONTRACTOR IS RESPONSIBLE FOR SURFACE PREPARATION ON NEW AND REPAIRED WORK ONLY. IT SHALL BE DISTINCTLY UNDERSTOOD THAT STARTING OF PAINTING OR FINISH WORK ON ANY SURFACE CONSTITUTES ACCEPTANCE OF THE SURFACE AS SUITABLE TO RECEIVE PAINTERS' FINISH AND, THEREFORE, ACCEPTANCE OF FULL RESPONSIBILITY FOR QUALITY OF RESULTS OBTAINED. REMOVE ALL DUST OR CHEMICAL CONTAMINATION FROM SURFACES. REMOVE ANY MATERIAL WHICH WOULD INTERFERE WITH PROPER BONDING OF FINISHING MATERIALS OR CREATE AN OBJECTIONABLE SURFACE TEXTURE (THIS SHALL INCLUDE ALL WALL COVERINGS, GLUES, CALCIMINE, ETC.). ARCHITECT SHALL DETERMINE THE ACCEPTABILITY OF SURFACE TEXTURE. PUTTY-STOP NAIL HOLES, IMPERFECTIONS AND UNEVEN SURFACES. TOUCH UP ALL KNOTS AND WATER STAINED AREAS WITH SHELLAC UNDER PAINT ONLY. WASH METAL SURFACES WITH MINERAL SPIRITS TO REMOVE OIL OR GREASE. REMOVE ALL SCALE AND RUST. SAND ALL WOOD SURFACES SMOOTH BEFORE FIRST COAT AND BETWEEN COATS. ALL GALVANIZED IRON AND ALUMINUM SURFACES SHOULD BE PROPERLY TREATED WITH A SPECIAL CHEMICAL WASH SUCH AS MARTIN SENOUR METAL ETCH OR COMPARABLE PRODUCT ACCORDING TO MANUFACTURERS DIRECTION. PERFORM PREPARATION AND CLEANING PROCEDURES IN STRICT ACCORDANCE WITH COATING MANUFACTURER'S INSTRUCTIONS FOR EACH SUBSTRATE CONDITION. ALL DEFECTS IN SURFACES TO BE PAINTED SHALL BE REPAIRED TO PREVENT FINISH FAILURE AND TO PREVENT DEFECTS AND REPAIRS FROM APPEARING IN THE FINISH. FLOORS OF ALL SPACES SHALL BE BROOM CLEAN AND SURFACES PERFECTLY DRY AND FREE OF DUST PRIOR TO FINISH APPLICATION. FINISHES SHALL NOT BE APPLIED IN DUST-LADEN AIR. REMOVE HARDWARE AND ACCESSORIES, MACHINED SURFACES, PLATES, LIGHTING FIXTURE, AND SIMILAR ITEMS IN PLACE AND NOT TO BE FINISH-PAINTING, OR PROVIDE SURFACE-APPLIED PROTECTION. (NOTE: THIS INCLUDES ALL PLATES ONWIRING DEVICES). REINSTALL REMOVED ITEMS. SEAL WOOD REQUIRED TO BE JOB-PAINTED. SEAL TOPS, BOTTOMS OF WOOD DOORS WITH HEAVY COAT OF VARNISH OR SIMILAR SEALER IMMEDIATELY UPON DELIVERY TO JOB. 5.MATERIALS: A. WHEREVER POSSIBLE ALL FINISHES SHALL BE OF A SINGLE MANUFACTURER. CUSTOM & STANDARD COLORS SHALL BE SELECTED BY ARCHITECT. PAINT MATERIALS SHALL BE MANUFACTURED BY BENJAMIN MOORE, OR APPROVED EQUAL. B. MATERIAL PREPARATION: MIX, PREPARE, AND STORE PAINTING AND FINISHING MATERIALS IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. C. APPLICATION: APPLY PAINTING AND FINISHING MATERIALS ACCORDING TO FINISH SCHEDULE, FOLLOWING SYSTEMS LIST, AND IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR THE MATERIAL AND SURFACES TO WHICH APPLIED. BRAND NAMES LISTED ARE BENJAMIN MOORE, EXCEPT AS NOTED.. D. WOOD SURFACE PREPARATION: CLEAN WOOD SURFACES OF ALL DIRT, SOIL AND OTHER FOREIGN SUBSTANCES WITH SCRAPERS, SPIRITS, ALCOHOL. SAND ALL SURFACES WITH THREE GRADED SANDING PAPERS FROM 150 TO 220 GRIT. ALL SANDING IS TO BE IN THE DIRECTION OF THE WOOD GRAIN.

E. PAINT BACK SIDES OF ALL ACCESS PANELS, ANY REMOVABLE OR HINGED COVERS TO MATCH EXPOSED SURFACES. FINISH DOORS ON TOP, BOTTOM, AND EDGES SAME AS FACES, UNLESS OTHERWISE INDICATED. F. COMPLETED WORK: MATCH APPROVED SAMPLES FOR COLOR, TEXTURE, AND COVERAGE. REMOVE, REFINISH, OR REPAINT WORK NOT IN COMPLIANCE WITH SPECIFIED REQUIREMENTS. 6. ACCEPTANCE: A. SURFACES TO BE PRIMED: IF WOODWORK, METAL, PLASTER GYPSUM WALLBOARD, OR ANY OTHER SURFACE TO BE PRIMED CANNOT BE PUT IN PROPER CONDITION FOR FINISHING IN CUSTOMARY CLEANING, SANDING AND PUTTYING OPERATION, THE GENERAL CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR, AND RECTIFY, ANY UNSATISFACTORY FINISH RESULTING. WHERE EXISTING SURFACES NOT SPECIFICALLY INDICATED AS LAMINATED ARE FOUND TO BE UNFIT TO ACCEPT PAINT FINISH, LAMINATE THESE SURFACES WITH GYPSUM DRYWALL OR SKIM COAT WITH PLASTER OR GYPSUM BOARD COMPOUND TO ACHIEVE A SURFACE FREE OF IMPERFECTIONS. B. IT SHALL BE DISTINCTLY UNDERSTOOD THAT MERELY APPLYING THE SPECIFIED NUMBER OF COATS OF THE SPECIFIED MATERIALS WILL NOT ASSURE ACCEPTANCE OF THE WORK. THE COMPLETED WORK SHALL HAVE THE APPEARANCE OF DURABILITY AS CAN BE OBTAINED ONLY THROUGH PREPARATION OF THE SURFACES AND FIRST-CLASS WORKMANSHIP THROUGHOUT. C. ACCEPTANCE AT FINAL INSPECTION WILL BE GOVERNED BY BODY FINISH EXHIBITED AND THE CONTRACTOR SHALL APPLY ADDITIONAL COATS AS REQUIRED TO PRODUCE PROPER FINISH AND COVERAGE IN ACCORDANCE WITH THE APPROVED SAMPLES OR SPECIFIED MANUFACTURER'S COLORS AND FINISHES. AT ACCEPTANCE THE PAINT AND VARNISH WORK IS TO BE IN A CLEAN, SOUND, UNDAMAGED CONDITION. PERFORM PREPARATION AND CLEANING PROCEDURES IN STRICT ACCORDANCE WITH COATING MANUFACTURER'S INSTRUCTIONS FOR EACH SUBSTRATE CONDITIONS. ALL DEFECTS IN SURFACES TO BE PRIMED PAINTED SHALL BE REPAIRED TO PREVENT FINISH FAILURE AND TO PREVENT DEFECTS AND REPAIRS FROM APPEARING IN THE FINISH. 7. RELATED WORK: PREPARATION OF WALLS FOR SPECIAL WALL FINISHES.

10A. SPECIALTY SIGNS 1. INSTALLATION OF SIGNS AND ANY INTERIOR SIGNS SHALL BE ACCORDING TO SPECIFICATIONS AND SHOP DRAWINGS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND FABRICATION. ALL WORK FOR ROOM IDENTIFICATION SHALL CONFORM TO ADA CODE & STANDARDS. 2. INSTALL SIGNS WHERE INDICATED ON THE ARCHITECTURAL DRAWINGS. USE SIGN MANUFACTURERS SHOP DRAWING. 3. SIGN SHALL BE INSTALLED WITH EXTREME ACCURACY. ALL LETTERS AND/OR SIGNS SHALL BE INSTALLED TRUE AND PLUMB WITH SPACING AS PER SHOP DRAWINGS. 4. CLEAN LETTERS AFTER INSTALLATION. 5. ALL SIGNS FABRICATED FROM 'CAMERA READY ARTWORK'. DO NOT USE ARTWORK AS SHOWN ON DRAWINGS. 10B. STORAGE SHELVING

ALTERATION TYPE 2 NO CHANGE OF USE, EGRESS OR OCCUPANCY, INTERIOR WORK ONLY

OWNER SHALL PROVIDE AND INSTALL STOCK SHELVING AND GENERAL CONTRACTOR SHALL COORDINATE AS PROVIDED BY THE ARCHITECTURAL DRAWINGS. IF THERE IS A CONFLICT INSTALLING THE SHELVING AS INDICATED, CONTACT THE OWNER FOR ALTERNATE CONFIGURATION OR MODIFICATIONS AS REQUIRED. 10C. FIRE EXTINGUISHER PROVIDE ONE (1) CLASS ABC 10LB DRY CHEMICAL PER FLOOR OR AS REQUIRED BY THE STATE FIRE MARSHALL AND FURNISHED BY GENERAL CONTRACTOR AT THE START OF CONSTRUCTION. INSTALL 4’-0” A.F.F. AT LOCATION INDICATED ON THE PLANS. IF LOCATION IS NOT SHOWN ON THE PLANS, INSTALL FIRE EXTINGUISHER ON STOCK ROOM SIDE OF OPENING BETWEEN THE SALES AND STOCK AREA. 10D. WASHROOM ACCESSORIES INCLUDING: GRAB BARS, SURFACE MOUNTED TOILET PAPER HOLDER, TRASH RECEPTACLE, TILE STOPS, AND TOILET PAPER DISPENSER TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. (SEE ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT AND SIZE) ALL REQUIRED BLOCKING SHALL BE FIRE TREATED WOOD. PROVIDE AND INSTALL ALL FIXTURES IN SIZES AND LOCATIONS AS REQUIRED BY LOCAL AND STATE BUILDING CODES. ATTACH FIRMLY TO BLOCKING IN WALLS. PROVIDE ALL NECESSARY CUT OUTS, FRAMING, BLOCKING ETC. FOR THE MOUNTING OF ALL ACCESSORIES. 2. MANUFACTURERS: REFER TO DRAWINGS FOR DESCRIPTION, MANUFACTURER AND CAT. NO. PROVIDE ALL GRAB BARS TO COMPLY WITH ADA REQUIREMENTS. 3. INSTALLATION: A. ALL ACCESSORIES SHALL BE INSTALLED AS PER MANUFACTURER’S SPECIFICATIONS AND INSTRUCTIONS. B. ALL MOUNTING HEIGHTS SHALL CONFORM TO HANDICAPPED REGULATIONS. LOCATIONS AND HEIGHTS OF ALL ACCESSORIES TO BE LOCATED AND VERIFIED BY ARCHITECT. C. PROVIDE BLOCKING AND SUPPORTS AS REQUIRED PRIOR TO FINISHES. SHOULD BLOCKING NOT BE INSTALLED FOR ANY ITEM SPECIFIED HEREIN, CONTRACTOR SHALL REMOVE FINISHES, INSTALL BLOCKING, AND REPLACE FINISHES TO ARCHITECT’S SATISFACTION AT CONTRACTOR’S COST.

REV DATE

DESCRIPTION

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

GENERAL NOTES SPECIFICATIONS (4) SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

DIVISION 9: FINISHES

DRAWING BY

CKD BY

DWG No.

T-008 SCALE

As Noted

SHEET

GENERAL DEMOLITION NOTES

C 6'-9 3/4"

1. SCOPE OF WORK: DEMOLISH ITEMS AS INDICATED ON DRAWINGS.

4" 3/

3'-8 1/4"

4'-1 1/8"

D-8

-0

-8

D-2 8'

-6

" -0

EXISTING SOFFIT/FASCIA ABOVE STOREFRONT TO BE ENTIRELY REMOVED, TYP.

D-11

2" 1/

-1

D-2

EXISTING SALES AREA

-2

-1

D-1

D-4 D-5 D-6 D-7 D-9 D-10

-7

D-8

-9

2" 1/

1/ 2"

C.81

EX I

ST .E L

D-11

1'-3"

-0

5. DEMOLITION: REMOVE ALL DEBRIS, PARTITIONS, CEILINGS, FLOOR CONSTRUCTION, DOORS, FRAMES AND HARDWARE, LIGHTING FIXTURES, PLUMBING FIXTURES AND LINES, ELECTRICAL LINES AND WIRING DEVICES AS REQUIRED TO ACHIEVE FINAL PLANS. ALL ITEMS SPECIFICALLY DESIGNATED FOR REUSE, BUT DAMAGED IN THE COURSE OF WORK PERFORMED UNDER THE GENERAL CONTRACT OR OTHERWISE UNUSABLE SHALL BE REPLACED BY ITEMS OF EQUAL QUALITY AND APPEARANCE AT NO EXPENSE TO THE OWNER. DO ALL CUTTING, INCLUDING CHASES, AS REQUIRED FOR PLUMBING, MECHANICAL AND STRUCTURAL WORK. REMOVE ANY DUCTWORK AND ASSOCIATED MECHANICAL DEVICES AND EQUIPMENT. REMOVE ALL WINDOW CURTAINS, DRAPERY, AND ASSOCIATED HARDWARE. CONTRACTOR SHALL FOLLOW PLAN FOR SCOPE OF DEMOLITION. DO NOT REMOVE ANY STRUCTURE THAT HAS NOT BEEN SHOWN TO BE REMOVED ON THE DRAWINGS. REFER ALL QUESTIONS TO ARCHITECT PRIOR TO REMOVAL AND NOTIFY ARCHITECT OF ANY DESCREPANCIES.

-2

4. WORKMANSHIP: WHERE EXISTING WALLS & CEILINGS ARE TO REMAIN, LEAVE EDGES OF EXT'G MATERIALS NEAT, SHARP, AND FIRMLY IN PLACE SO THAT NEW MATERIALS CAN BE PROPERLY AND NEATLY ADJOINED.

D-4 D-5 D-6 D-7 D-8 D-9 D-10

5.57

D-3 D-14 2"

EXISTING OFFICE

EXISTING SOFFIT/FASCIA ABOVE STOREFRONT TO BE ENTIRELY REMOVED, TYP.

-8

3. PRECAUTIONS: PROVIDE, ERECT, AND MAINTAIN LIGHTS, BARRIERS AND ALL OTHER ITEMS AS REQUIRED FOR THE PROPER PROTECTION OF ADJACENT CONSTRUCTION AND THE WORKMEN ENGAGED IN DEMOLITION AND CONSTRUCTION AS WELL AS PASSERS-BY ON PUBLIC WALKWAYS. PROVIDE AND MAINTAIN TEMPORARY PROTECTION OF THE EXISTING STRUCTURE DESIGNATED TO REMAIN WHERE DEMOLITION AND REMOVAL WORK IS BEING DONE, CONNECTIONS MADE, MATERIALS HANDLED, OR EQUIPMENT MOVED. G.C. SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING STRUCTURE, FIXTURES AND FITTINGS, APPURTENANCES, OR CONTENTS BY REASON OF THE INSUFFICIENCY OF PROTECTION PROVIDED. DURING DEMOLITION CONTROL DUST WITH GREEN SWEEPING COMPOUND OR BY LIGHTLY WATERING DOWN DEBRIS. ERECT DUST PROOF PARTITIONS OR BARRIERS TO PREVENT THE SPREAD OF DUST.

D-7

-2

D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-12 D-13

4' -3

EXISTING ADA WC

D-3 D-14

7. CARTING: ALL DEBRIS AND PRODUCTS OF DEMOLITION NOT DESIGNATED FOR REUSE AND/OR DELIVERY TO THE OWNER SHALL BE REMOVED FROM THE PREMISES AND LEGALLY DISPOSED OF. THE DESIGNATION OF ITEMS TO BE SAVED SHALL OCCUR PRIOR TO COMMENCEMENT OF DEMOLITION.

'-5 "

DEMOLITION PLAN 1/2" = 1'-0"

REV DATE

DESCRIPTION

B1. FINAL BARRICADE LAYOUT TO BE DETERMINED WITH THE MALL AT SHORT HILL'S PROJECT MANAGER AND STORE OPERATIONS TEAM DURING PRE-CONSTRUCTION WALK-THROUGH. B2. REFER TO THE MALL AT SHORT HILLS CONSTRUCTION MANAGEMENT HANDBOOK FOR ALL BARRICADE CONSTRUCTON REQUIREMENTS. B3. ANY BARRICADE GRAPHICS MUST BE SUBMTED TO THE MALL AT SHORT HILLS' VISUAL DIRECTOR REVIEW AND APPROVAL: XXX XXX XXX@XXX.COM XXX-XXX-XXXX

EXISTING MALL CORRIDOR

LIGHTING DESIGNER

8'-4 3/4"

BARRICADE NOTES B5. THE MALL AT SHORT HILLS REQUIRES ALL HARD BARRICADE ENTRANCES TO HAVE A TRILOGY ELECTRONIC LOCK - MANUFACTURED BY 'XXX' MODEL 'XXX'. ORDERING OF THE LOCK IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PRIOR TO THE INSTALLATION OF THE PROJECT BARRICADE THE GENERAL CONTRACTOR IS REQUIRED TO CONTACT XXX XXX AT XXX-XXX-XXXX TO ARRANGE FOR THE LOCK TO BE PROPERLY PROGRAMMED BY THE MALL AT SHORT HILLS' LOSS PREVENTION. IF THE GENERAL CONTRACTOR DOES NOT PROVIDE THEIR OWN ELECTRONIC LOCK OR THEINCORRECT LOCK, THE MALL AT SHORT HILLS'S LOSS PREVENTION WILL ISSUE ONE AT THE GENERAL CONTRCTOR'S COST.

AV SYSTEM CONSULTANT

C.81

EXISTING SOFFIT/FASCIA ABOVE STOREFRONT TO BE ENTIRELY REMOVED, TYP.

ACOUSTICAL CONSULTANT

D-7 STRUCTURAL ENGINEER

MEP ENGINEER

B4. BARRICADE DOORS MUST SWING INTO CONSTRUCTION AREA.

9'-4 1/4" INTERIOR DESIGNER

KEYED DEMOLITION NOTES D-1

• REFER TO GENERAL AND DEMOLITION SPECIFICATIONS INCLUDED IN/OR ACOMPANYING THIS DRAWING SET OF GENERAL CONDITIONS AND SPECIFICATIONS.

D-2 ADDITIONAL LANDLORD NOTES: 1. COORDIANTE EXISTING SYSTEMS TO REMAIN WITH LANDLORD'S REPRESENTATIVE PRIOR TO CONSTRUCTION START.

TEMPORARY CONSTRUCTION BARRICADE PER MALL STANDARDS, TYP. BARRICADE DOOR OPENING LOCATION TBD AND APPROVED BY THE MALL.

D-3

2. ALL ITEMS NOT BEING REUSED MUST BE REMOVED TO THEIR SOURCE-COORDINATE WITH MALL MANAGEMENT.

DEMOLITION SYMBOLS LEGEND

EXISTING STRUCTURAL BUILDING COLUMN TO REMAIN, TYP. COLUMN ENCLOSURE TO BE ENTIRELY STRIPPED AND EXPOSED COLUMN TO BE PREPARED FOR RECEIVING NEW FINISH. SEE CONSTRUCTIONPLAN. VENDOR IS RESPONSIBLE FOR MAINTAINING ALL FIREPROOFING. ANY DAMAGED FIREPROOFING OR ANY STRUCTURE NOT PROPERLY PROTECTED SHALL BE APPLIED OR REPAIRED AT THE VENDOR'S EXPENSE.

D-5

EXISTING RETAIL FIXTURES, CABINETS, AND STORAGE UNTS TO BE ENTIRELY REMOVED, TYP

D-6

EXISTING SPRINKLER HEADS TO REMAIN AT CURRENT LOCATION. CONTRACTOR SHALL UPTURN EXISTING CONCEALED HEADS IN PLACE, TYP. GC TO COORDINATE WITH THE BUILDING AND MEP ENGINEER FOR RELOCATION / ADDITION OF SPRINKLER HEADS

EXISTING DOOR TO REMAIN AND TO BE REFURBISHED (TO RECEIVE NEW HARDWARE AND NEW FINISH)

D-7

EXISTING PARTITIONS, DOORS, CASINGS, ADDITIONAL ITEMS, ETC., AS INDICATED WITH TO BE ENTIRELY REMOVED, TYP

D-8 D-4

EXISTING FINISH FLOORING FINISHES TO BE ENTIRELY REMOVED, TYP. GC. TO PREPARE STRIPPED FLOORS TO RECEIVE NEW FINISHES. SEE CONSTRUCTION PLAN, FINISH PLAN AND NOTES.

EXISTING DEMISING WALL BETWEEN TENANTS TO REMAIN IN PLACE. GC TO INSTALL CONTINUOUS HORIZONTAL SHEET METAL BLOCKING IN EXISTING WALL, AS NEEDED FOR INSTALLATION OF FUTURE CABINETS. SEE PARTITION TYPES. EXISTING PARTITION TO REMAIN IN PLACE. GC TO INSTALL CONTINUOUS HORIZONTAL SHEET METAL BLOCKING IN EXISTING PARTITION, AS NEEDED FOR INSTALLATION OF FUTURE CABINETS.

D-9

D-10

D-11

ARCHITECT

EXISTING CEILING, SOFFITS, TILES, FINISHES, LIGHT FIXTURES, TO BE ENTIRELY REMOVED, TYP. SEE GENERAL DEMOLITION NOTES. VENDOR IS RESPONSIBLE TO UPDATE ANY SPRINKLER PIPING THAT BECOMES EXPOSED DURING CONSTRUCTION WITHIN THE SHOP TO COMPLY WITH LOCAL LAW 58 (2009). STATED LAW REQUIRES THE PAINTING OF DEDICATED SPRINKLER AND STANDPIPE SYSTEM PIPING AND VALVE HANDLES SERVING SPRINKLERS AND STANDPIPE SYSTEMS.

D-12

EXISTING BATHROOM FIXTURES (LAVATORY, TOILET) TO REMAIN IN PLACE. BATHROOM ACCESSORIES TOBE REUSED.

D-13

EXISTING BATHROOM ACCESSORIES TO BE ENTIRELY REMOVED AND REPLACED WITH NEW AT SAME LOCATION.

EXISTING CONSTRUCTION TO REMAIN

D-14

EXISTING STOREFRONT TO BE ENTIRELY REMOVED.

EXISTING CONSTRUCTION TO BE ENTIRELY REMOVED

EXISTING MECHANICAL DUCTS AND ELECTRICAL OUTLETS, ETC, TO BE REMOVED -- COMPLETE DEMOLITION OF ALL MEP EXISTING CONDITIONS -- TYP. GC TO COORDINATE WITH THE BUILDING AND MEP ENGINEER FOR RE-CONNECTING INTO THE EXISTING BUILDING MECHANICAL SYSTEM.

D-15

TEMPORARY BARRICADE DURING DEMOLITION AND CONSTRUCTION: 3 5/8" MTL STUDS ON 16" O.C. W/ 5/8" GYP.BD. PAINTED ________. GRAPHIC TO BE PROVIDED BY FRETTE AND TO BE COORDINATED WITH THE MALL AT SHORT HILLS' SIGNAGE REQUIREMENTS. ** GC TO PROVIDE SOUND INSULATION AND DUST PROOF. REFER TO BARRICADE NOTES ABOVE FOR MORE INFORMATION ON BARRICADE CONSTRUCTION AND OPERATION.

EXISTING DOOR / FRAME TO BE REMOVED

EXISTING ELECTRICAL PANEL / EQUIPMENT TO REMAIN IN PLACE AND TO BE ACCESSIBLE DURING DEMOLITION AND ALL PHASES OF CONSTRUCTION, TYP

444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com

EXISTING BASE BUILDING CONSTRUCTION TO REMAIN PROJECT

SPACE #B-252

PROPERTY LINE

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

DEMOLITION PLAN SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

12. FIRE AND LIFE SAFETY: DURING THE ENTIRE LENGTH OF TIME OF CONSTRUCTION, ALL SPRINKLER COVERAGE, SYSTEMS & LIFE SAFETY EQUIPMENT SHALL BE MAINTAINED & IN OPERATION, ANY WORK ON THESE SYSTEMS SHALL BE RESTORED BY END OF THE WORK DAY OR PROVIDE BACKUP SYSTEM TO MAINTAIN PROPER COVERAGE. A PORTABLE FIRE EXTINGUSHER W/ A RATING OF NOT LESS THAN 2-A SHALL BE PROVIDED W/IN 75FT TRAVEL DISTANCE TO ALL PORTIONS OF THE STORE. FIRE PROTECTION AND EGRESS EXITS SHALL BE MAINTAINED THRUGHOUT THE PERIOD OF CONSTRUCTION.

EXISTING BUILDING COLUMN TO REMAIN. STRIP THE PERIMETER AND REBUILD AS PER DESIGN SHOWN ON CONSTRUCTION PLAN.

11. TEMPORARY PROVISIONS: PROVIDE TEMPORARY LIGHTING DURING DEMOLITION. TRADE CONTRACTORS SHALL PROVIDE TEMPORARY UTILITIES, PLUMBING, ELECTRICAL, TELEPHONE, TELE-DATA, AS REQUIRED, AS WELL AS A JOB WC ON SITE.

D-15

D-1

8. SHORING: FURNISH AND INSTALL ALL SHORING AS MAY BE REQUIRED FOR DEMOLITION OF THE EXISTING STRUCTURE AND THE INSTALLATION OF NEW WORK. ALL SHORES SHALL REMAIN IN PLACE UNTIL NEW BEARING MATERIAL HAS BEEN INSTALLED AND WEDGED IN PLACE.

10. CLEAN-UP: LEAVE PREMISES CLEAN OF DEBRIS AND IN BROOM CLEAN CONDITION. CLEAN THOROUGHLY ADJACENT SPACES. ALL ITEMS DESIGNATED TO BE SAVED SHALL BE STORED AND COVERED IN DESIGNATED AREA TO BE DETERMINED. CONTRACTOR SHALL MAINTAIN A CLEAN PROJECT SITE. PROVIDE DUST PROTECTION BETWEEN OCCUPIED AND CONSTRUCTION AREAS, INCLUDING ELEVATOR PROTECTION, PUBLIC / BUILDING ENTRANCES, CORRIDORS AND STAIRWELLS. MAINTAIN FIRE EGRESS COORIDORS FREE OF DEBRIS.

ENTRANCE

6. ITEMS TO BE REUSED: UNLESS OTHERWISE REQUESTED OR NOTED BY OWNER, ALL ITEMS SHALL BE DISCARDED. SAVE ALL EXISTING SPRINKLER HEADS, LIGHT FIXTURES, AND EMERGENCY DEVICES TO A DESIGNATED SECURED STORAGE AREA FOR POSSIBLE RE-USE. A FRETTE REPRESENTATIVE SHALL TAG ITEMS TO BE SAVED FOR REUSE AND/OR TURNED OVER TO FRETTE. THESE ITEMS SHALL BE CAREFULLY REMOVED AND/OR RELOCATED TO A DESIGNATED SECURED STORAGE AREA UNTIL SUCH ITEMS CAN BE RE-REUSED OR REMOVED FROM THE PREMISES.

6'-0"

EXISTING FLOORING TO BE ENTIRELY REMOVED

** NO STRUCTURAL ELEMENTS SUCH AS COLUMNS, STRUCTURAL WALLS, FLOOR JOISTS OR BEAMS SHALL BE NOTCHED OR CUT UNLESS OTHERWISE IDENTIFIED BY ARCHITECT / STRUCTURAL ENGINEER.**

9. MECHANICAL: REMOVE ELECTRICAL, PLUMBING, HVAC & ANY EXISTING EQUIPMENT AS REQUIRED. ITEMS TAGGED TO BE RELOCATED OR SAVED SHALL BE COMPLETE ASSEMBLIES. ALL UTILITIES THAT ARE TO BE REMOVED AND/OR TERMINATED SHALL BE PERFORMED BY THE LICENCED TRADE CONTRACTOR ASSOCIATED W/ THAT SPECIFIC WORK. ALL UTILITIES THAT ARE TO BE REMOVED OR RELOCATED SHALL BE TEMPORARALLY CAPPED AND/OR TERMINATED PROPERLY.

9'-1"

2. STANDARDS: EXCEPT AS MODIFIED BY GOVERNING CODES & BY THIS SPECIFICATION, COMPLY WITH THE APPLICABLE PROVISIONS & RECOMMENDATIONS OF THE FOLLOWING: "AMERICAN STANDARD SAFETY CODE FOR BUILDING CONSTRUCTION," ANSI A10.2 OF THE AMERICAN NATIONAL STANDARDS INSTITUTE, & "SAFETY REQUIREMENTS FOR DEMOLITION," ANSI A10.6 OF THE AMERICAN NATIONAL STANDARDS INSTITUTE. PROVIDE ALL REQUIRED SAFETY PRECAUSIONS FOR REMOVAL OF EXISTING WORK, SHORING AND ON-GOING MAINTANCE OF OPENED WORK [ INCLUDING FLOOR OPENINGS ] IN PROGRESS. MAINTAIN ALL PERMITS IN CLEAR VIEW. ALL APPROVED FILED DRAWING SETS AND APPLICATION DOCUMENTS TO BE KEPT ON SITE AVAILABLE FOR INSPECTORS AT ANY TIME.

3"4"

20'-0"

DRAWING BY

CKD BY

DWG No.

DM-101 SCALE

As Noted

SHEET

DOOR SCHEDULE

A B

A D

±2

'-5

"(V

IF )

#D2 DOOR TO EXISTING UNISEX ADA WC NEW DOOR IN EXISTING OPENING 3'-0"W x 7'-0"H (VIF HEIGHT WITH MILLWORK) - HM DOOR AND FRAME - PAINTED HM BOTH SIDES (COLOR TBD)

2'-0"

#D1 DOOR TO EXISTING OFFICE / STORAGE NEW DOOR IN EXISTING OPENING 3'-11 1/4"W x 6'-9"H (VIF HEIGHT / WIDTH OF EXISTING OPENING) - HM DOOR AND FRAME - PAINTED HM BOTH SIDE (COLOR TBD) - NO SADDLE

A-202 A-202 A-202

10'-11 1/4"

5'-8"

16'-11"

3'-11"

#D3 DOOR / GATE AT NEW STORE ENTRANCE SPECIALTY: AUTOMATIC ROLL DOWN SHUTTER / GATE - OPERABLE VIA REMOTE CONTROL OR KEY / SWITCH 6'-6"W x 9'-6"H - PULLED UP GATE TO ROLL IN POCKET SPACE ABOVE FINISH CEILING (SEE SECTION DETAIL) - FINISH TBD

1'-5"

NEW CONTINUOUS SOFFIT/FASCIA ABOVE STOREFRONT AT SAME LOCATION AS DEMOLISHED EXISTING, TYP. SEE STOREFRONT ELEVATIONS AND DETAILS.

A-201 A-202

A-201

UNISEX ADA WC 1

#H3

OFFICE / STORAGE

APPLIES AT DOOR #D1 - PASSAGE FUNCTION; - HINGES, (NUMBER AS RECOMMENDED BY GC) ST.STL. FINISH. - ORNAMENTAL PULL: CUSTOM, IN POLISHED CHROME FINISH

NEW CONTINUOUS SOFFIT/FASCIA ABOVE STOREFRONT AT SAME LOCATION AS DEMOLISHED EXISTING, TYP. SEE STOREFRONT ELEVATIONS AND DETAILS.

A-202 A-202

APPLIES AT DOOR #D2 - PRIVACY FUNCTION; - HINGES, (NUMBER AS RECOMMENDED BY GC) ST.STL. FINISH. - DOOR LEVER: 'SCHALGE' S51-JUP IN POLISHED CHROME FINISH APPLIES AT DOOR #D3 - SPECIALTY: AUTOMATIC ROLL DOWN SHUTTER / GATE - OPERABLE VIA REMOTE CONTROL OR KEY / SWITCH - FINISH TBD

#H2

#H1

5.57

HARDWARE SCHEDULE

A-201

A-201 A-202 D1

NEW RETAIL AREA

C.81

1 A-311

-2

DOOR NOTES

ACCESSIBLE LED LIGHT BOX FOR ILLUMINATED ENTRANCE SIGN MOUNTED IN SOFFIT ABOVE

1. VERIFY EXACT HEIGHT / WIDTH OF NEW DOORS WITH MILLWORK PACKAGE 2. ALL NEW SWINGING DOORS TO BE HM DOORS WITH HM FRAME, PAINTED (COLOR TBD). 5A

A-201

-6

ENTRANCE

3. G.C. TO RECOMMEND APPROPRIATE TYPE AND NUMBER OF HINGES TO BE USED AT EACH DOOR, TYP.

DESCRIPTION

NEW AUTOMATIC ROLL DOWN SHUTTER / GATE - OPERABLE VIA REMOTE CONTROL OR KEY / SWITCH, FINISH TBD

" -3

REV DATE

A-201

EXISTING MALL CORRIDOR E

HARDWARE SPECIFICATION

-9

5C A-201

A 7'-0"

-6

ADA DOOR LEVER BY 'ARETE' / L02 - AB IN ANTIQUE BRONZE FINISH (OR APPROVED EQUAL)

A-201

NEW CONTINUOUS SOFFIT/FASCIA ABOVE STOREFRONT AT SAME LOCATION AS DEMOLISHED EXISTING, TYP. SEE STOREFRONT ELEVATIONS AND DETAILS

C.81

CONSTRUCTION PLAN 1/2" = 1'-0"

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

A-201

LIGHTING DESIGNER

STRUCTURAL ENGINEER

A MEP ENGINEER

INTERIOR DESIGNER

GENERAL CONSTRUCTION NOTES

1. NEW FLOOR, CEILING AND PARTITION FRAMING MUST BE MADE OUT OF INCOMBUSTIBLE MATERIALS. APART FROM SMALL BLOCKING, WOOD INSIDE PARTITIONS, RAISED FLOORS, CEILING AND SOFFITS (INCLUDING ALL PLYWOOD AND WOOD FRAMING AROOUND DOOR BUCKS) MUST HAVE A MINIMUM ONE HOUR FIRE RATING AND A FIRE RATING STAMP.

- FOR FINISHES, SEE PLAN DRAWING A-105

1. REVIEW MEP, FIRE ALARM, DRAWINGS FOR ADDITIONAL SCOPE OF WORK.

- FOR ELEVATIONS, SEE A-200 DRAWING SERIES

2. ALL HIGH-DENSITY STORAGE, LINEAR AND SHELVING DISPLAY UNITS, MISC. MILLWORK, ETC. TO BE FURNISHED & INSTALLED BY OWNER'S VENDOR. G.C. TO COORDINATE INSTALLATION. STORGAE SHEVLING SHALL BE ANCHORED TO THE FLOOR.

2. WHEREVER DEMISING WALLS, WET WALLS OR FIRE RATED SHAFTS ARE OPENED DURING CONSTRUCTION, THEY MUST BE PATCHED WITH MATERIALS MATCHING THE FIRE RATING OF THE BUILDING'S ORIGIAL CINSTRUCTION. 3. ALL CONSTRUCTION MUST COMPLY WITH THE REQUIREMENTS OF THE NYC BUILDING CODES FOR CLASS I FIREPROOF BUILDINGS. 4. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING'S ALTERATION AGREEMENT. 9. PLUMBING WORK MUST BE PERFORMED BY DULY LICENSED PLUMBERS.

- FOR PARTITION TYPES, SEE A-301. - FOR FLOOR MATERIAL TRANSITIONS, SEE A-301. - FOR CEILING DETAILS, SEE A-301. - FOR SIGNAGE DETAILS, DSE A-302 - FOR MILLWORK DETAILS, SEE A-303 - FOR HVAC DISTRIBUTION, SEE ENGINEERING MECHANICAL DRAWINGS - M SERIES - FOR LIGHTING AND ELECTRICAL CIRCUITING, SEE ENGINEERING ELECTRICAL DRAWINGS E SERIES - FOR FIRE ALARM INFORMATION, SEE ENGINEERING DRAWINGS - FA SERIES - FOR SPRINKLER INFO, SEE ENGINEERING DRAWINGS - SP SERIES SERIES

3. G.C. TO PROVIDE CONCEALED BLOCKING IN PARTITIONS FOR MILLWORK SUPPORT, AS REQUIRED. 4. G.C. TO COORDINATE WITH OWNER WHICH DOORS ARE TO BE PROVIDED BY G.C. THAT ARE TO RECEIVE MILLWORK FINISH TO MATCH ADJACENT PANELS, TYP.

LEGEND ARCHITECT

EXISTING CONSTRUCTION TO REMAIN

LINE OF SOFFIT

NEW CONSTRUCTION

PROJECT

LINE OF NEW MILLWORK DISPLAY UNITS

PROPERTY LINE

SALES AREA (528SF) A

ROOM NAME TAG (SF AREA)

PARTITION TYPE TAG DOOR NUMBER/TYPE TAG

444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com

ELECTRICAL PANEL

EXISTING ELECTRICAL PANEL / EQUIPMENT TO REMAIN AND TO BE KEPT ENTIRELY ACCESSIBLE FOR MALL USE, TYP.

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

CONSTRUCTION PLAN SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

BUILDING CONSTRUCTION NOTES TYPICAL REFERENCE NOTES

DRAWING BY

CKD BY

DWG No.

A-101 SCALE

As Noted

SHEET

DISPLAY F

DISPLAY Q

DISPLAY E 2

DISPLAY R

A-201

DISPLAY I

UNISEX ADA WC DISPLAY S

DISPLAY H

DISPLAY K1

5.57

DISPLAY K2

OFFICE / STORAGE

DISPLAY A DISPLAY A 1 A-201

DISPLAY P DISPLAY N FULL HEIGHT, FIRE RETARDANT, COMMERCIAL GRADE FABRIC CURTAIN, WITH NO EXPOSED TRACK, TYP. C.81

NEW RETAIL AREA

DISPLAY D

DISPLAY G

DISPLAY D DISPLAY D

DISPLAY K3

5A ENTRANCE

A-201 5B

DISPLAY B

A-201

DISPLAY O

DISPLAY L2

REV DATE

DESCRIPTION

3 A-201

DISPLAY L1

4 A-201

EXISTING MALL CORRIDOR

DISPLAY L3 DISPLAY C

DISPLAY L4

A-201 5C

DISPLAY N1

A-201 LIGHTING DESIGNER

AV SYSTEM CONSULTANT

DISPLAY B C.81 1

ACOUSTICAL CONSULTANT

FURNITURE / FIXTURES / EQUIPMENT PLAN 1/2" = 1'-0"

STRUCTURAL ENGINEER

DISPLAY M

MEP ENGINEER

INTERIOR DESIGNER

MILLWORK REFERENCE NOTES

1. ELECTRICAL AND FFE LAYOUTS: ARCHITECT SHALL APPROVE ALL SUBMITTALS AND VERIFY ALL LAYOUTS OF FIXTURES AND DEVICES PRIOR TO ROUGH-INS. ALL FIXTURES AND DEVICES ARE TO ALIGN PERFECTLY AND SHALL BE INSTALLED STRAIGHT AND TRUE. IF ANY QUESTIONS OR CONFLICTS ARISE IN THE FIELD REGARDING LAYOUT, THE ARCHITECT SHALL BE NOTIFIED AND SHALL REMEDY THE SITUATION. ANY WORK INSTALLED THAT HAS NOT BEEN REVIEWED BY THE ARCHITECT SHALL BE REMOVED AND REINSTALLED AND/OR REFABRICATED CORRECTLY AT COST TO CONTRACTOR. 2. FOR RETAIL ELEVATIONS SEE THE A-200 SERIES OF DRAWINGS. 3. REFER TO ENGINEER'S DRAWINGS FOR SCOPE OF SPRINKLER, AV, TEL/DATA, AND SECURITY. 4. REFER TO THE MILLWORK DESIGN PACKAGE FOR ALL FIXTURE DETAILS AND FINISHES 5. ALL OUTLETS TO MATCH ADJACENT WALL FINISH AND TO BE DECORA OR APPROVED EQUAL. 6. PROVIDE ACCESSIBLE SIGNAGE AT ACCESSIBLE ELEMENTS,

- FOR MORE INFORMATION, SEE: ELEVATIONS - A-200 DRAWING SERIES DETAILS - A-300 DRAWING SERIES

7. ALL MILLWORK AND RETAIL FURNITURE TO BE FABRICATED BY MILLWORKER. GC SHALL BE RESPONSIBLE FOR COORDINATION. 8. FITTING ROOM WALL FINISH DOOR FABRICATION AND INSTALLATION BY OWNER'S MILLWORKER. GC TO COORDINATE INSTALLATION. 9. ALL FLOOR FINISHES TO BE INSTALLED BY GC.

- MILLWORK CABINETS ARE SHOWN FOR INFORMATION ONLY IN A-400 DRAWING SERIES. - REFER TO ATTACHED MILLWORK SHOP DRAWING PACKAGE FOR EXACT MILLWORK DIMENSIONS AND CONFIGURATION. G.C. TO COORDINATE IN FIELD ALL MILLWORK PLACEMENT AND HORIZONTAL / VERTICAL ALIGNMENTS, TYPICAL; NO EXCEPTIONS. - ALL G.C. FABRICATED MILLWORK PANELS ARE TO DUPLICATE MILLWORK DETAILS AND CONTINUE ALL MILLWORK DATUMS AND/OR ALIGNMENTS, AS SHOWN IN ATTACHED SEPARATE MILLWORK SHOP DRAWING PACKAGE

DISPLAY FIXTURE CAPACITY REFERENCE MW DRAWINGS (BY MW PIECE): DISPLAY A = A-401, A-402 DISPLAY B = A-403 DISPLAY C = A-406, A-423 DISPLAY D = A-404, A-405 DISPLAY E = A-407, A-423 DISPLAY F = A=408 DISPLAY G = A-409, A-423, A-424 DISPLAY H = A=410, A-423 DISPLAY I = A-411 DISPLAY K1, K2 = A-412 DISPLAY K3 = A-413 DISPLAY L1, L2 = A-414 DISPLAY L3, L4 = A-415 DISPLAY L5 = A-416 DISPLAY M = A-418 DISPLAY N = A-419, A-420 DISPLAY N1 = A-421 DISPLAY O = A-422 DISPLAY P = A-431 DISPLAY R = A-433 DISPLAY S = A-434 DISPLAY Q = A-432

FFE / MILLWORK SYMBOLS ARCHITECT

DISPLAY A

444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com

MILLWORK / FURNITURE TYPE TAG PROJECT

SPACE #B-252

NEW CUSTOM MILLWORK NOTE: ALL NEW RETAIL AREA MILLWORK BY OWNER, TYP

DRAWING TITLE

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

FURNITURE / FIXTURES / EQUIPMENT PLAN

SEAL

NEW CUSTOM FURNITURE NOTE: ALL NEW RETAIL AREA FURNITURE BY OWNER, TYP

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

GENERAL ELECTRICAL/FIXTURE NOTES

DRAWING BY

CKD BY

DWG No.

A-102 SCALE

As Noted

SHEET

GENERAL CEILING NOTES

1, SECURITY CAMERAS TO BE MOUNTED INSIDE LIGH TROUGHS. EXACT LOCATION TBD. SECURITY CAMER DOMES TO NOT BE VISIBLE TO CUSTOMERS, TYP. "

4. ORNAMENTAL LIGHT FIXTURES/CHANDELIER TO BE HUNG DIRECTLY FROM STRUCTURAL STEEL, TYP.

-2

3. CEILING MOUMTED SPEAKERS TO BE KEPT AT A MIN, 10'-0" DISTANCE FROM LINE OF STOREFRONT.

±9'-6"

2, AS PER LIGHTING SPECIFICATIONS, ALL PROPOSED FIXTURES TO HAVE RECESSED LIGHT BULBS, AND OUT OF DIRECT REACH.

+7'-6" ORNAMENTAL SCONCE VISTOSI IMPLODE FA 16 WALL LAMP

±8'-2"

PENDANT LIGHT VISTOSI FOLLIA PP42 TO/CR

+7'-6"

L6 L6

L1L1

L1 L1

SURFACE MOUNTED LIGHT KALIFA SOFFITO DARK LIGHT WITH DIFFUSER GLASS COD.M1611.0 T16-HO-FQ(G5)

3' -9

5.57

" -8

OFFICE / STORAGE

HI FI SPEAKERS FLUSH, CEILING MOUNTED

L2 L1

+9'-11"

+8'-2"

ORAC DECOR MOULDING MODEL C220 PUROTOUCH (ML19) 200 X 7.5 X 11.5 CM (6'-6 3/4" X 3" X 4 1/2")

L1 L1 L1

-8 "

UNISEX ADA WC

DRAFT 140 UL Recessed lighting fixture with cardanic system made of aluminum. Circular shape. Passive cooling. Light source LED COB 12.6W 350mA 3000ºK Beam angle 24D. Driver included - Finished white. 22 pcs Consumption 277W

L2 NEW RETAIL AREA

C.81

L2 L2

+10'-4"

1/2" = 1'-0"

ACCESSIBLE LED LIGHT BOX FOR ILLUMINATED ENTRANCE SIGN MOUNTED IN SOFFIT

ORAC DECOR MOULDING MODEL C217/C217F 200 X 10.5 X 15.5 CM (6'-6 3/4" X 4" X 6")

L2 L1

L1 L1

ENTRANCE

REFLECTED CEILING PLAN

L1 1

VISTOSI CHANDELIER MODEL GIOGALI PL CAS3 - CM80 X 180

±9'-6"

REV DATE

HI FI SPEAKERS FLUSH, CEILING MOUNTED

LT CANALE ZERO 140 SHARP PROFILE UL Steel recessed lightign system without frame. Finishing: Painted matte black. 15 pcs L=1000 - 03 pcs L=500 03 pcs 90º angle connections 08 pcs custom made parts

L1 L1

L1 ZERO 160 SPOT LED COB Projectors light source LED COB 18.6W 500mA 3000º beam angle 16G. Driver included - Finished black 25 pcs Consumption 465W

L2 DRAFT 140 UL Recessed lighting fixture with cardanic system made of aluminum. Circular shape. Passive cooling. Light source LED COB 12.6W 350mA 3000ºK Beam angle 24D. Driver included - Finished white. 22 pcs Consumption 277W

EXISTING MALL CORRIDOR

Standard Custom made

L1 ZERO 160 SPOT Projectors light source LED COB 18.6W 500mA 3000º beam angle 16G. Driver included - Finished black 23 pcs Consumption 428W

DESCRIPTION

L1 L1

LIGHTING DESIGNER

L1 L1 L1

L1 L1

AV SYSTEM CONSULTANT

C.81 CANALE ZERO 140 SHARP PROFILE UL Steel recessed lightign system without frame. Finishing: Painted matte black. 15 pcs L=1000 - 03 pcs L=500 03 pcs 90º angle connections 08 pcs custom made parts

AIR CONDITIONING SLOT DIFFUSER / RETURN (TYPICAL AT RETAIL AREA) SPRINKLER FLUSH CEILING MOUNTED (TYPICAL AT RETAIL AREA)

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

CEILING SYMBOLS LEGEND

CEILING MATERIALS LEGEND

LIGHT FIXTURE TYPES

FIRE EXTINGUISHER ON HOOK @ 44"AFF: - SEE ROSINI ENGINEERIGN MEP SPRINKLER DRAWING SP 200 FOR DETAILED INFORMATION H

CEILING MOUNTED COMBINATION HORN/STROBE LIGHT: - SEE ROSINI ENGINEERING DRAWINGS FOR MORE INFORMATION

C (SH)

C (F)

WALL MOUNTED STROBE: - SEE ROSINI ENGINEERING DRAWINGS FOR MORE INFORMATION CEILING MOUNTED STROBE: - SEE ROSINI ENGINEERING DRAWINGS FOR MORE INFORMATION CEILING MOUNTED SMOKE DETECTOR: - SEE ROSINI ENGINEERING DRAWINGS FOR MORE INFORMATION (R) (N)

= RELOCATED = NEW

SINGLE FACE BLADE EXIT SIGN CEILING MOUNTED

12"x12" CEILING DIFFUSER GRILLE

CEILING MATERIAL: GYPSUM WALL BOARD, PAINTED

SECURITY CAMERA ON MALL CIRCUIT, PER SHORT HILL MALL STANDARDS, CEILING MOUNTED

12"x12" CEILING RETURN GRILLE

CEILING MATERIAL: PAINTED MILLWORK

BATHROOM EXHAUST FAN

CEILING MATERIAL: SUSPENDED ACT. FINISH TBD

INTERNET FULL HD IP SECURITY CAMERA ON FRETTE' INTERNAL CIRCUIT, CEILING MOUNTED HI FI SPEAKERS, CEILING MOUNTED

(R)

SPRINKLER HEAD CEILING FLUSH MOUNTED SPRINKLER HEAD CEILING SURFACE MOUNTED (R) (N)

= EXISTING TO REMAIN AT SAME LOCATION = RELOCATED = NEW

NEW 1"W LINEAR SLOT DIFUSER / RETURN CEILING MOUNTED

LT DECORATIVE PENDANT LIGHT (AT ADA WC)

RETURN AIR OPENING IN DEMIZING WALL TO REMAIN ACCESSIBLE 'LIGHT BOX' AT ILLUMINAED SIGN CEILING ACCESS PANEL

L1 SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE, (AT OFFICE / STORAGE)

CONTINUOUS PERIMETER CEILING MOULDING. PAINTED FINISH TBD

L6 L7

DENOTES CEILING MATERIAL TRANSITION, SEE CEILING DETAILS

+9'-6" VIF

CEILING HEIGHT

NOTE:

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

RECESSED SINGLE CIRCUIT LINE VOLTAGE TRACK (TYPICAL AT RETAIL AREAS)

FOR LIGHT FIXTURES SPECIFICATIONS / CUTS, SEE A-113

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

REFLECTED CEILING PLAN

RECESSED LED SPOTLIGHT SEAL

WALL MOUNTED DECORATIVE SCONCE (AT ADA WC) LINEAR LED SINGLE STRIP LIGHT FIXTURE (AT UPPER CABINETS)

TRACK HEAD LED SPOTLIGHT (TYPICAL AT RETAIL AREAS)

DECORATIVE PENDANT / CHANDELIER (AT RETAIL AREAS)

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

FIRE SAFETI LEGEND

DRAWING BY

CKD BY

DWG No.

A-103 SCALE

As Noted

SHEET

60 "A FF

UNISEX ADA WC

POTENTIAL FUTURE CASH REGISTER

OFFICE / STORAGE

5.57

NEW RETAIL AREA

VA H L PN

C.81

FF "A i 34 HiF

WALL MOUNTED PANEL ON #3 PLYWOOD 60"AFF

ENTRANCE

ACCESSIBLE LED LIGHT BOX FOR ILLUMINATED ENTRANCE SIGN MOUNTED IN SOFFIT ABOVE

REV DATE

DESCRIPTION

EXISTING MALL CORRIDOR

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

C.81 1

ACOUSTICAL CONSULTANT

ELECTRICAL PLAN 1/2" = 1'-0"

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

AV SYMBOLS LEGEND

FIRE SAFETY LEGEND FE

VOLUME CONTROL

C (B)

SECURITY CAMERA ON MALL CIRCUIT, PER MALL STANDARDS, CEILING MOUNTED

C (SR)

INTERNET FULL HD IP SECURITY CAMERA ON FRETTE' INTERNAL CIRCUIT, CEILING MOUNTED H

ADDITIONAL ELECTRICAL NOTES E-1. REFER TO ENGINNERING DRAWINGS FOR ALL CIRCUITING INFORMATION, TYP. E-2. ALL NEW OUTLETS TO BE MOUNTED AT 18"AFF, UNLESS OTHERWISE NOTED. E-3. ELECTRICIAN TO RUN WIRING FOR STEREO & TELEPHONE SYSTEM AS INSTRUCTED BY VENDOR E-4. CONSTRUCTION MANAGER TO COORDINATE ELECTRICAL WORK W/ FIRE ALARM & BURGLARY PROTECTION SYSTEMS INSTALLATION

MISC SYMBOLS LEGEND ST

T Ts

THERMOSTAT: SEE MEP DRAWINGS TEMPERATURE SENSORS MOUNTED AT 60" AFF, TO BE PAINTED BY MILLWORKER TO MATCH WALL FINISHES

NOTE:

FIRE EXTINGUISHER ON HOOK @ 44"AFF: - SEE ROSINI ENGINEERIGN MEP SPRINKLER DRAWING SP 200 FOR DETAILED INFORMATION

ELECTRICAL / LOW VOLTAGE LEGEND 42"AFF

444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com

DATA / TEL DROP LINE: (2) CAT-6 RECEPTACLES

DUPLEX ELECTRIC RECEPTACLE GFI

GFI DUPLEX ELECTRIC RECEPTACLE (TYP AT WET AREAS)

CEILING MOUNTED COMBINATION HORN/STROBE LIGHT: - SEE ROSINI ENGINEERING DRAWINGS FOR MORE INFORMATION

DEDICATED RECEPTACLE FOR APPLIANCE OR PURPOSE SHOWN ON PLAN FLOOR MOUNTED QUADRUPLEX RECEPTACLE

CEILING MOUNTED STROBE: - SEE ROSINI ENGINEERING DRAWINGS FOR MORE INFORMATION

CEILING MOUNTED QUADRUPLEX RECEPTACLE

CORDLESS TELEPHONE DROP LINE RECEPTACLE

PROJECT

SPACE #B-252

QUADRUPLEX ELECTRIC RECEPTACLE

WALL MOUNTED STROBE: - SEE ROSINI ENGINEERING DRAWINGS FOR MORE INFORMATION

CEILING MOUNTED SMOKE DETECTOR: - SEE ROSINI ENGINEERING DRAWINGS FOR MORE INFORMATION (N) = NEW (R) = RELOCATED / FOR FIRE SAFETY DEVICES, REFER TO ENGINEERING DRAWINGS.

ARCHITECT

(DENOTES MOUNTING HEIGHT. TYP MTG.HT: 18"AFF, UON) )

CAMERA Drop Line: 1 CAT-6 Receptacle

TV CABLE TV RECEPTACLE / CONNECTION

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

ELECTRICAL / LOW V / SECURITY PLAN SEAL

HiFi

DATE

'INVISIBLE' AUDIO SPEAKER RECESSED IN CEILING 'HI FI' SYSTEM - IN NEW MILLWORK SEE ENGINEERING DRAWINGS

FLOOR MOUNTED DATA / TEL DROP LINE: (2) CAT-6 RECEPTACLES

ELEC PNL

ELECTRICAL PANEL - WALL MOUNTED

FLOOR MOUNTED CORDLESS TELEPHONE DROP LINE RECEPTACLE

HVAC PNL

ALARM HVAC PANEL - WALL MOUNTED

PROJECT No.

12 BID /0 S 5/ E 20 T 14

GENERAL ELECTRICAL/FIXTURE NOTES

DRAWING BY

CKD BY

DWG No.

A-104 SCALE

As Noted

SHEET

UNISEX ADA WC F 02 W 04

5.57

W 04

OFFICE / STORAGE

C 02 B 01 W 02

F 02 C 02

B 01 W 02 B 01

F 02

W 02

F 02

F 01

W 02

NEW RETAIL AREA

-3

B 01

C.81

F 01 B 01 W 01 CERAMIC GRES TILES REX COLLECTION UNIQUE COLOR AMBRE, NATURAL MATTE FINISH CM 20 X 20 - THICKNESS CM 1

C 01

ENTRANCE

F 01 CERAMIC GRES SADDLE REX COLLECTION I BIANCHI COLOR CALACATTA, NATURAL MATTE FINISH THICKNESS CM 1 REV DATE

F 01

DESCRIPTION

FX 3A/A-301

EXISTING MALL CORRIDOR FX F 01

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

C.81 1

CERAMIC GRES TILES REX COLLECTION I BIANCHI COLOR CALACATTA, NATURAL MATTE FINISH CM 60 X 120 - THICKNESS CM 1

FINISH PLAN 1/2" = 1'-0"

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

1. SAMPLES OF ALL FINISH MATERIALS ARE TO BE SUBMITTED TO THE MALL AT SHORT HILLS FOR RECORD AND APPROVAL.

FINISH SYMBOLS LEGEND 3B/A-301

FLOOR TRANSITION/SADDLE DETAIL SEE FLOOR TRANSITION DRAWING A-301 FOR DETAILS AND SCOPE OF WORK

CEILING MATERIALS LEGEND

WALL MATERIALS LEGEND

- GWB CEILING PAINTED: WHITE PAINT - RAL 9010 - PERIMETER MOULDING M1: ORAC DECOR MOULDING MODEL C217/C217F 200 X 10.5 X 15.5 CM (6'-6 3/4" X 4" X 6")

W 01

GWB PAINTED COLOR TBD

W 02

GWB PAINTED COLOR TBD

W 03

MILLWORK PAINTED TBD

C 01

2. ALL FINISH MATERIALS TO COMPLY TO THE NEW YORK CITY BUILDING CODE CHAPTER REGARDING FLAME SPREAD AND SMOKE DEVELOPED INDEX COEFFICIENT, TYPICAL; NO EXCEPTIONS. 3. NEW TENANT FLOORING MATERIAL TO EXTEND TO PROPERTY LINE,TYP.

C 02

- 12" X 12" SUSPENDED CEILING TILES IN CONCEALED GRID, MODEL: - PERIMETER MOULDING M2: ORAC DECOR MOULDING MODEL C220 PUROTOUCH 200 X 7.5 X 11.5 CM (6'-6 3/4" X 3" X 4 1/2")

W 04

STONE CLADDING: CERAMIC GRES REX COLLECTION I BIANCHI COLOR CALACATTA, NATURAL MATTE FINISH CM 60 X 120 - THICKNESS CM 1 (24" X 48" X 3/8"THK)

BASEBOARD MATERIALS LEGEND B 01

CERAMIC GRES REX COLLECTION BIANCHI COLOR CALACATTA, NATURAL MATTE FINISH CM 10H X 60 - THICKNESS CM 1 (4"H X 24" X 3/8"THK)

FLOOR MATERIALS FLOORING MATERIALS LEGEND LEGEND FX

F 01

F 02

EXISTING MALL FLOORING MATERIAL TO REMAIN CERAMIC GRES REX COLLECTION BIANCHI COLOR CALACATTA, NATURAL MATTE FINISH CM 60 X 120 - THICKNESS CM 1 (24" X 48" X 3/8"THK) CERAMIC GRES REX COLLECTION UNIQUE COLOR AMBRE, NATURAL MATTE FINISH CM 20 X 20 - THICKNESS CM 1 (8" X 8" X 3/8"THK)

DENOTES FLOORING MATERIAL TRANSITION, SEE FLOORING DETAILS

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

FINISH PLAN SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

GENERAL FINISH NOTES

DRAWING BY

CKD BY

DWG No.

A-105 SCALE

As Noted

SHEET

DECORATIVE PENDANT / CHANDELIER (SALES AREA)

RECESSED LED SPOTLIGHT (SALES AREA)

TRACK HEAD LED SPOTLIGHT (SALES AREA)

RECESSED SINGLE CIRCUIT TRACK (SALES AREA) REV DATE

DESCRIPTION

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

LIGHT FIXTURES & CAMERA SPECIFICATION / CUTS SEAL

DATE

C(SR)

INTERNET FULL HD IP SECURITY CAMERA (CEILING MOUNTED)

WALL MOUNTED DECORATIVE SCONCE (ADA WC)

SURFACE MOUNTED FLUORESCENT (OFFICE / STORAGE)

PENDANT DECORATIVE LIGHT (ADA WC)

12 BID /0 S 5/ E 20 T 14

PROJECT No. DRAWING BY

CKD BY

DWG No.

A-113 SCALE

As Noted

SHEET

NEW CUSTOM FILLERS DISPLAY UNIT BY OWNER. (SEE TYPICAL NOTE)

DISPLAY E

DISPLAY D

NEW CUSTOM WHITE WORLD DISPLAY UNIT BY OWNER. (SEE TYPICAL NOTE)

9'-6"

NEW CUSTOM CASH REGISTER / DISPLAY UNIT BY OWNER. (SEE TYPICAL NOTE)

7'-6"

DISPLAY A

DISPLAY D

NEW CUSTOM FRAGRANCE DISPLAY UNIT BY OWNER. (SEE TYPICAL NOTE)

9'-6"

DISPLAY D

TYPICAL NOTE (APPLIES AT ALL NEW CUSTOM DISPLAY UNITS/MILWORK, NO EXCEPTIONS) EXISTING WALL BEHIND NEW CUSTOM DISPLAY UNIT TO REMAIN. (SEE PARTITION TYPES) AREA BEHIND NEW DISPLAY UNIT TO BE REINFORCED AS REQ'D, FOR SUPPORTING NEW DISPLAY UNIT.

RETAIL AREA INTERIOR ELEVATION - WEST

1/2" = 1'-0"

RETAIL AREA INTERIOR ELEVATION - SOUTH 1/2" = 1'-0"

DISPLAY D DISPLAY M NEW CUSTOM FRAGRANCE DISPLAY UNIT BY OWNER. (SEE TYPICAL NOTE)

DISPLAY C

DISPLAY D

DISPLAY B

DISPLAY D

10'-4"

9'-11"

NEW CUSTOM SEASONAL DISPLAY UNITS BY OWNER. (SEE TYPICAL NOTE)

9'-6"

REV DATE

DESCRIPTION

DISPLAY D 6'-8"

9'-11"

11'-4"

NEW CUSTOM VERTICAL BED DISPLAY UNIT BY OWNER. (SEE TYPICAL NOTE)

4'-1"

3'-6 1/2"

DISPLAY N1

RETAIL AREA INTERIOR ELEVATION - NORTH

1/2" = 1'-0"

RETAIL AREA INTERIOR ELEVATION - EAST

LIGHTING DESIGNER

1/2" = 1'-0"

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

DISPLAY L3 DISPLAY L4

DISPLAY L1

4'-4" 6'-11"

RETAIL AREA COLUMN ELEVATION - NORTH 1/2" = 1'-0"

RETAIL AREA COLUMN ELEVATION - WEST 1/2" = 1'-0"

DISPLAY L2 INTERIOR DESIGNER

ARCHITECT

NEW CUSTOM CASHMERE THROW BARS DISPLAY UNIT BY OWNER. AREA BEHIND NEW DISPLAY UNIT TO BE REINFORCED AS REQ'D, FOR SUPPORTING NEW DISPLAY UNIT.

5'-7"

444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

DISPLAY O

NEW CUSTOM TABLE DISPLAY UNIT BY OWNER.

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

INTERIOR ELEVATIONS RETAIL AREA SEAL

3'-4"

4'-3"

DISPLAY L4 NEW WALL MONTED CUSTOM IMAGERY DISPLAY UNIT BY OWNER SHOWING 'FRETTE IN THE WORLD'. AREA BEHIND NEW DISPLAY UNIT TO BE REINFORCED AS REQ'D, FOR SUPPORTING NEW DISPLAY UNIT.

7'-8"

NEW CUSTOM CASHMERE THROW BARS DISPLAY UNIT BY OWNER. AREA BEHIND NEW DISPLAY UNIT TO BE REINFORCED AS REQ'D, FOR SUPPORTING NEW DISPLAY UNIT.

9'-6"

9'-11"

DISPLAY L3

DATE PROJECT No.

RETAIL AREA COLUMN ELEVATION - SOUTH 1/2" = 1'-0"

RETAIL AREA COLUMN ELEVATION - EAST 1/2" = 1'-0"

PR 11 O /0 GR 7/ E 20 S 14 S

DISPLAY L2

MEP ENGINEER

9'-11"

DISPLAY L1

9'-6"

DISPLAY L3

DISPLAY L2

6'-11"

DISPLAY L4

11'-4"

9'-11"

150

DISPLAY A

9'-11"

DISPLAY F

NEW CUSTOM BATH TOWELS DISPLAY UNIT BY OWNER. (SEE TYPICAL NOTE)

DRAWING BY

CKD BY

DWG No.

A-201 SCALE

As Noted

SHEET

HVAC DUCT AREA

CLADDING START POINT

6'-11"

CLADDING START POINT

3'-11" SHELVES 8'-2"

HM DOOR PAINTED: FARROW & BALL JOA'S WHITE 226 MATTE LACQUER

WORKING TABLE TOP

FULL HEIGHT WALL CLADDING: CERAMIC GRES REX COLLECTION I BIANCHI COLOUR CALACATTA, NATURAL MATTE FINISH CM 60 X 120 - THICKNESS CM 1 (24" X 48" X 3/8"THK)

3'-11"

DISPLAY R

5'-7"

DISPLAY S

CLADDING START POINT

DISPLAY P

7'-10"

DISPLAY Q 7'-10"

8'-2"

GWB PAINTED: FARROW & BALL JOA'S WHITE 226

3'-9 5/8"

3'-11"

7 3/4" 7 3/4"

3'-11"

FULL HEIGHT WALL CLADDING: CERAMIC GRES REX COLLECTION I BIANCHI COLOUR CALACATTA, NATURAL MATTE FINISH CM 60 X 120 - THICKNESS CM 1 (24" X 48" X 3/8"THK)

BASEBOARD: CERAMIC GRES -

BOH: ADA WC AND OFFICE/STORAGE INTERIOR ELEVATION - NORTH 1/2" = 1'-0"

REX COLLECTION BIANCHI COLOR CALACATTA, NATURAL MATTE FINISH CM 10H X 60 - THICKNESS CM 1 (4"H X 24" X 3/8"THK)

BOH: OFFICE/STORAGE AND ADA WC INTERIOR ELEVATION - SOUTH 1/2" = 1'-0"

HVAC DUCT AREA

DISPLAY P

FULL HEIGHT WALL CLADDING: CERAMIC GRES REX COLLECTION I BIANCHI COLOUR CALACATTA, NATURAL MATTE FINISH CM 60 X 120 - THICKNESS CM 1 (24" X 48" X 3/8"THK)

GWB PAINTED: FARROW & BALL JOA'S WHITE 226

DISPLAY P

REV DATE

6'-11"

8'-2"

SHELVES

WORKING TABLE TOP

DESCRIPTION

HM DOOR PAINTED: FARROW & BALL JOA'S WHITE 226 MATTE LACQUER

GWB PAINTED: FARROW & BALL JOA'S WHITE 226

BOH: OFFICE/STORAGE INT ELEV - EAST 1/2" = 1'-0"

BASEBOARD: CERAMIC GRES -

REX COLLECTION BIANCHI COLOR CALACATTA, NATURAL MATTE FINISH CM 10H X 60 - THICKNESS CM 1 (4"H X 24" X 3/8"THK)

BOH: OFFICE/STORAGE INT ELEV - WEST 1/2" = 1'-0"

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

HVAC DUCT AREA

MEP ENGINEER

CLADDING START POINT

1'-7 7/8"

INTERIOR DESIGNER

FULL HEIGHT WALL CLADDING: CERAMIC GRES REX COLLECTION I BIANCHI COLOUR CALACATTA, NATURAL MATTE FINISH CM 60 X 120 - THICKNESS CM 1 (24" X 48" X 3/8"THK)

MIRROR

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

ORNAMENTAL SCONCE VISTOSI INPLODE FA 16 WALL LAMP

SPACE #B-252

EXISTING BATHROOM ACCESSORIES TO REMAIN

10 3/4" 4'-11 5/8"

6'-11"

CLADDING START POINT

5 1/4"

2'-11 1/4"

FULL HEIGHT WALL CLADDING: CERAMIC GRES REX COLLECTION I BIANCHI COLOUR CALACATTA, NATURAL MATTE FINISH CM 60 X 120 - THICKNESS CM 1 (24" X 48" X 3/8"THK)

CLADDING START POINT

EXISTING SINK TO REMAIN

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

INTERIOR ELEVATIONS - BOH OFFICE / STORAGE AND ADA WC

EXISTING TOILET TO REMAIN

SEAL

DATE

HM DOOR PAINTED: FARROW & BALL JOA'S WHITE 226 MATTE LACQUER

BOH: ADA WC INTERIOR ELEVATION - EAST 1/2" = 1'-0"

BOH: ADA WC INTERIOR ELEVATION - SOUTH-WEST 1/2" = 1'-0"

BOH: ADA WC INTERIOR ELEVATION - NORTH-WEST 1/2" = 1'-0"

PR 11 O /0 GR 7/ E 20 S 14 S

PROJECT No. DRAWING BY

CKD BY

DWG No.

A-202 SCALE

As Noted

SHEET

PARTITION TYPES

TYPICAL PARTITION NOTE: GC TO REMOVE EXT'G SHEETROCK AT PERIMETER WALLS & VERIFY INTEGRITY & STABILITY OF WALL BEHIND NEW METAL FRAMING. GC TO ADD BLOCKING AS REQUIRED FOR MILLWORK INSTALLATION,TYP

VIF BO SLAB ANCHOR TO SLAB, TOP AND BOTTOM, (TYP)

NEW 2-1/2" METAL STUDS, 16GA (MIN) AT 16" OC. FLOOR TO CEILING

NEW 2-1/2" METAL STUDS, 16GA (MIN) AT 16" OC. WITH ONE LAYER OF 5/8" GYPSUM WALLBOARD ON EACH SIDE GWB TO EXTEND 6" ABOVE FINISHED CEILING (TYP)

ANCHOR TO SLAB, TOP AND BOTTOM, (TYP)

FIN CLG SEE RCP

ANCHOR TO SLAB, TOP AND BOTTOM, (TYP) CONTINUOUS BOTTOM RUNNER FF 0'-0"

NEW 5/8" GYP. BD.,

FIN CLG SEE RCP

CONTINUOUS BOTTOM RUNNER

NEW 16GA (MIN) 1 5/8" METAL STUDS @ 20" O.C. ADJACENT TO EXISTING CONSTRUCTION

CONTINUOUS SEALANT, BOTH SIDES (TYP)

EXT'G CONSTRUCTION TO REMAIN

FF 0'-0"

BO SLAB

NEW CONTINUOUS 3/4"THK PLYWOOD FOR NEW MILLWORK PANELS, OR AS REQUIRED BY MILLWORK CONTRACTOR

FIN CLG SEE RCP

FF 0'-0" 2 1/2"

BO SLAB

NEW 16GA (MIN) 2 1/2" METAL STUDS @ 20" O.C. EXT'G CONSTRUCTION TO REMAIN

EXT'G WALL TO REMAIN

NEW CONTINUOUS SHEETMETAL BLOCKING FOR NEW NEW MILLWORK, @ TOP AND BOTTOM, OR AS REQUIRED BY MILLWORK CONTRACTOR

ADD NEW CONTINUOUS SHEETMETAL BLOCKING FOR NEW NEW MILLWORK AND/OR NEW STONE CLADDING, @ TOP AND BOTTOM, OR AS REQUIRED BY CONTRACTOR FINISHED FLOOR 0'-0"

VARIES

VARIES SEE PLAN

TYPICAL TWO SIDED PARTITION SCALE: NTS

NEW FURRING PARTITION @ EXIST. COLUMN SCALE: NTS

NEW ONE SIDED PARTITION SCALE: NTS

NEW BLOCKING @ EXISTING WALLS SCALE: NTS SAME AS 'A' + PREPARE FOR STONE CLADDING AS REQ'D SCALE: NTS

TYPICAL CEILING NOTE: ALL SUSPENDED CEILING CONSTRUCTION MUST COMPLY TO THE NYC BUILDING CODE

PAINT WALL AND AREA ABOVE MATTE BLACK

1'-3 1/4" LINEAR DIFFUSER IN SHADOW GAP CONNECTED TO DUCT ABOVE FRAMING TO BE CUT BACK SO NOT VISIBLE FROM BELOW

TRACK MOUNTED SPOT LIGHT FIXTURES. SEE RCP AND LIGHT FIXTURE SPECIFICATIONS.

NOTE: OVERALL COVE DIMENSIONS TO BE VERIFIED WITH LIGHTING MANUFACTURER.

PLYWOOD LIGHTING COVE BY G.C. INTERIOR OF COVE PAINTED MATTE BLACK, TYP.

EXISTING SLAB OR STRUCTURE

PROVIDE ADEQUATE SPOT VENTING, AS REQUIRED TO PREVENT LIGHT OVERHEATING

PENCIL ROD ANCHORED TO EXIST CONCRETE SLAB

ANCHOR BOLT

PENCIL ROD ANCHORED TO EXIST CONCRETE SLAB

1.5" BLACK IRON CARRIER CHANNEL 4'-0" O.C. MAX

SUSPENDED GWB CEILING WITH J-BEAD. FOR FINISH SEE FINISH SCHEDULE AND FINISH PLAN 1" ARCHITECTURAL SLOT FOR SUPPLY IN SHADOW GAP EDGE OF SLOT TO ALIGN WITH MILLWORK PANEL BELOW

SUSPENDED GWB CEILING.

FINISHED FACE OF MILLWORK CABINET/ WALL

PROVIDE FRAMING ALL AROUND LIGHTING COVE; ATTACH SECURELY TO STRUCTURE, TYP

TYPICAL AIR SUPPLY/DIFFUSER SLOT - CROSS SECTION SCALE: 1 1/2" = 1'-0"

1.5" BLACK IRON CARRIER CHANNEL 4'-0" O.C. MAX

1.5" BLACK IRON CARRIER CHANNEL 4'-0" O.C. MAX PER PLAN

7 1/2"

LOCKING ANGLE

LIGHT TRACK MOUNTED AT TOP OF COVE. SEE SPECIFICATIONS

CHICAGO BAR 16" O.C. MAX CLIPPED TO BLACK IRON ONE. FINISH AS NOTED ON RCP. IF NO FINISH SPECIFIED FINISH SHALL BE ONE LAYER 5/8" GYP.BD.

CHICAGO BAR 16" O.C. MAX CLIPPED TO BLACK IRON ONE LAYER 5/8" GYP.BD. FINISHED CEILING

LINE OF FUTURE MILLWORK PANELS TO BE ATTACHED TO PLYWOOD SUBSTRATE

REV DATE

DESCRIPTION

PAINT, LEVEL 5 FINISH

LOCKING ANGLE

CONTINUOUS 'J' BEAD TYPE METAL EDGE ALONG COVE OPENING, TYP.

PERIMETER MOULDING SECTION MAY OCCUR, SEE RCP

CHICAGO BAR 16" O.C. MAX CLIPPED TO BLACK IRON ONE. FINISH AS NOTED ON RCP. IF NO FINISH SPECIFIED FINISH SHALL BE ONE LAYER 5/8" GYP.BD.

TYPICAL TRACK LIGHTING - CROSS SECTION

SCALE: 1 1/2" = 1'-0"

TYPICAL SOFFIT SCALE: 1 1/2" = 1'-0"

L BEAD AT VERTICAL PARTITION, TAPE AND SPACKLE

CONTINUOUS PLYWOOD SUBSTRATE BY G.C. AT SURFACES (SOFFITS, COLUMNS, ETC) THAT ARE TO RECEIVE MILLWORK PANELLING

TYPICAL SUSPENDED GWB CEILING

SCALE: 1 1/2" = 1'-0"

CEILING DETAILS

EXT'G METAL STUDS TO REMAIN

FINISHED CEILING SEE RCP

FF 0'-0"

3 3/4"

TYPICAL STUD FRAMING SCALE: NTS

NEW 5/8" GYP. BD.

LIGHTING DESIGNER

TYPICAL FLOORING NOTE: GC TO VERIFY DEPTH AVAILABLE FOR NEW FLOORING & PROVIDE LEVELING AS NECESSARY TO ACHIEVE FLUSH ALIGNMENT WITH MALL FINISH FLOOR

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

FRETTE BOH SIDE

FRETTE SALES AREA SIDE

MALL STORE SIDE

FRETTE STORE SIDE INTERIOR DESIGNER

LEASLINE NEW 3/8"THK CERAMIC GRES FLOOR TILES (REX COLLECTION UNIQUE, COLOR AMBRE, NATURAL MATTE FINISH) ON MUD SET

ALIGN

EXT'G MALL STONE FLOORING TO REMAIN

NEW 3/8"THK CERAMIC GRES FLOOR TILES ON MUD SET ARCHITECT

1/8"

NEW MUDSET

444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com

NEW MUDSET

0'-0" VIF

VIF

0'-0"

NEW 3/8"THK CERAMIC GRES FLOOR TILES (REX COLLECTION I BIANCHI, COLOR CALACATTA, NATURAL MATTE FINISH) ON MUD SET

EXT'G CONCRETE FLOORING

HAIRLINE JOINT

EXT'G CONCRETE FLOORING

FLUSH STAINLESS STEEL 'L' STRAP

PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

TYPICAL DETAILS PARTITION TYPES / CEILING / FLOORING DETAILS

NEW CERAMIC GRES FLOOR / NEW CERAMIC GRES FLOOR SCALE: NTS F 01

F 02

EXISTING MALL FLOOR / NEW CERAMIC GRES FLOOR

SEAL

DATE PROJECT No.

SCALE: NTS FX

F 01

12 BID /0 S 5/ E 20 T 14

FLOORING DETAILS

AV SYSTEM CONSULTANT

DRAWING BY

CKD BY

DWG No.

A-301 SCALE

As Noted

SHEET

TYP

A-321

A-322 EQ'A'

TYP

5'-0" (PROJECTION) (OPERABLE PANEL C) EQ

EQ'A'A-322

TYP

A-321

TYP

A-323

4'-5"

2'-7"

VINYL STICKERS, POLISHED GOLD ON GLASS

9'-6"

NEW DISPLAY WINDOW: 1/2"THK TEMPERED LOW IRON GLASS IN 1 1/2" METAL FRAME 1 1/2" METAL FRAME AT DISPLAY WINDOW: BRONZE SATIN FINISH

TYP

11'-5" (VIF) B.O. EXISTING MALL FASCIA TO REMAIN

ACCESSIBLE LIGHT BOX, BEYOND WITH CONTINOUS LED STRIPS ALONG ENTIRE LENGTH OF STOREFRONT FASCIA,TYP.

NEW FONT FRETTE LOGO LETTERS, 12"H x 3/8"THK IN FOIL: API 4026 M HAZY GOLD FINISH APPLIED TO WHITE OPALINE PLEXIGLASS PANELS

1'-1"

1'-0"

NEW ACCESSIBLE WHITE OPALINE PLEXIGLSS FASCIAPANEL ON METAL STRUCTURE. PANELS PRINTED WITH ALLOVER PATTERN IN MATTE LIGHT GREY PANTONE, WARM GREY 2U. TOP AND BOTTOM MAGNET CLOSURE.

8'-10" (VIF) (OPERABLE PANEL D)

1'-11" (VIF)

B.O. EXISTING MALL FASCIA TO REMAIN

8'-11" (VIF) (OPERABLE PANEL B) 1 TYP ±3'-3"

6'-11" (VIF) (OPERABLE PANEL A)

A-312 1

TYP

A-313

NEW AUTOMATIC ROLL DOWN SHUTTER / GATE - OPERABLE VIA REMOTE CONTROL OR KEY/SWITCH

4'-8"

The Finest Linens in the World

PROPERTY LINE

2" 3"

VINYL STICKERS, POLISHED GOLD ON GLASS

4'-8"

CL WINDOW AND SIGN

10"

6'-6"

CL WINDOW AND SIGN

10"

STOREFRONT - ELEVATION @ MALL SIDE

REV DATE

DESCRIPTION

PROPERTY LINE

3/4" = 1'-0"

NEW RETAIL AREA

AUTOMATIC ROLL DOWN SHUTTER / GATE - OPERABLE VIA REMOTE CONTROL OR KEY/SWITCH MARBLE ENCLOSURE AT ROLL DOWN SHUTTER / GATE, 'EMPERADOR' BROWN LIGHT MARBLE.

2" 3"

4'-11"

MARBLE ENCLOSURE AT ROLL DOWN SHUTTER / GATE, 'EMPERADOR' BROWN LIGHT MARBLE.

LINE OF NEW FLUSH SADDLE: CERAMIC GRES REX COLLECTION BIANCHI, COLOR CALACATTA, NATURAL MATTE FINISH, 1 CM THK

CL ENTRNCE AND LOGO AXIS (APPLIED LETTERS ON GWB FASCIA)

1A A-331

1A A-332

1B A-331

1 1/2" METAL FRAME AT DISPLAY WINDOW: BRONZE SATIN FINISH TBD

LIGHTING DESIGNER

NEW DISPLAY WINDOW: 1/2"THK TEMPERED LOW IRON GLASS IN 1 1/2" METAL FRAME

AV SYSTEM CONSULTANT

LINE OF NEW FASCIA AT EXISTING LOCATON, ABOVE, PAINTED RAL 1013 FINISH AT STORE SIDE

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

7'-5"

EQ'A' 10"

NEW DISPLAY WINDOW: 1/2"THK TEMPERED LOW IRON GLASS IN 1 1/2" METAL FRAME

EQ'A' 6'-6"

10"

MEP ENGINEER

TYP

A-321

ENTRANCE

INTERIOR DESIGNER

A-322 1B

" -2

1 1/2" METAL FRAME AT DISPLAY WINDOW: BRONZE SATIN FINISH

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com

A-332

A-311

PROJECT

LINE OF NEW BACKLIT FASCIA AT MALL CORRIDOR SIDE: - 1/8"THK WHITE OPALINE PLEXIGLASS PANELS PRINTED WITH ALLOVER PATTERN IN MATTE LIGHT GREY PANTONE, WARM GREY 2U, ON - METAL STRUCTURE WITH - TOP AND BOTTOM MAGNET CLOSURE BACKLIT WITH - CONTINUOUS LED STRIPS IN ACCESSIBLE LIGHTBOX, BEYOND.

EXISTING MALL CORRIDOR

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

STOREFRONT PLAN / ELEVATION SEAL

DATE

9'-1"

STOREFRONT - PLAN 3/4" = 1'-0"

1 A-321

TYP

PROPERTY LINE

12 BID /0 S 5/ E 20 T 14

PROPERTY LINE

PROJECT No. DRAWING BY

CKD BY

DWG No.

A-311 SCALE

As Noted

SHEET

±10" (VIF) NEW FASCIA

B.O. EXT'G MALL FACIA ±11'-5" (VIF)

1'-0"

NEW FASCIA AT EXISTING LOCATION, PAINTED RAL 1013 AT STORE SIDE

3/4"

1 1/2" METAL FRAME AT DISPLAY WINDOW: BRONZE SATIN FINISH TBD

B.O. EXISTING MALL FASCIA TO REMAIN

3/4"

A-312

NEW BLOCKNG AS REQUIRED FOR SECURELY ANCHORING OF NEW GLASS / METAL FRAME STOREFRONT,

9'-11"

±1'-11" (VIF)

LIGHT BOX

BACKLIT FASCIA MADE OF: - 1/8"THK WHITE OPALINE PLEXIGLASS PANELS PRINTED WITH ALLOVER PATTERN IN MATTE LIGHT GREY PANTONE, WARM GREY 2U, ON - METAL STRUCTURE WITH - TOP AND BOTTOM MAGNET CLOSURE BACKLIT WITH - CONTINUOUS LED STRIPS IN ACCESSIBLE LIGHTBOX, BEYOND.

12" (SIGNAGE LETTERS)

NEW DISPLAY WINDOW: 5/8"THK TEMPERED LOW IRON GLASS IN 1 1/2" METAL FRAME

2 A-311

9'-6"

NEW FASCIA AT EXISTING LOCATION

NEW STORE FINISH CEILING

±11 1/2" (VIF)

11'-5" (VIF)

MARBLE ENCLOSURE AT ROLL DOWN SHUTTER / GATE, BEYOND. 'EMPERADOR' BROWN LIGHT MARBLE.

11'-4"

NEW FASCIA AT EXISTING LOCATION: - 1/8"THK WHITE OPALINE PLEXIGLASS PANELS PRINTED WITH ALLOVER PATTERN IN MATTE LIGHT GREY PANTONE, WARM GREY 2U FINISH AT MALL CORRIDOR SIDE / - PAINTED, RAL 1013 AT STORE SIDE

8 3/8"

TO B.O. EXISTING MALL FASCIA TO REMAIN

5/8"GWB STEEL STUD CONSTRUCTION AT NEW FASCIA NOTE: ATTACH NEW STUDS TO EXISTING STRUCTURE ABOVE, TYP

BACKLIT SIGN MADE OF: 12"H LASER CUT OPAL PLEXIGLASS LETTERS, FLUSH MOUNTED ON COPPER FINISH PANEL, BACK LIT WITH LED STRIPS IN ACCESSIBLE LIGHT BOX, BEYOND. FINISH TBD

1'-11" (VIF)

B.O. EXISTING MALL FASCIA TO REMAIN

NEW CONTINUOUS 'ORAC DECOR' MOULDING SECTION AT PERIMETER OF NEW RETAIL AREA CEILING, PAINTED, TYP.

NEW RETAIL AREA

NEW SUSPENDED GWB CEILING AT NEW RETAIL AREA CEILING, PAINTED FINISH. FOR TYPICAL CEILING DETAILS, SEE A-301

T.O. NEW FIN CEILING +9'-11"

EXISTING MALL CORRIDOR

STOREFRONT - SECTION 3/4" = 1'-0" DESCRIPTION

B.O. FACIA +9'-6" (VIF)

1 1/2"W METAL FRAME AT NEW STOREFRONT DISPLAY WINDOW. ANCHOR TO UNDERSIDE OF NEW FASCIA. BRONZE SATIN FINISH.

1 1/2"W METAL FRAME AT NEW STOREFRONT DISPLAY WINDOW. ANCHOR TO UNDERSIDE OF EXISTING FASCIA TO REMAIN. BRONZE SATIN FINISH. 3/8"

3/8"

REV DATE

UNDERSIDE OF FASCIA AT MALL SIDE: WHITE MATTE LACQUER FINISH

NEW AUTOMATIC ROLL DOWN SHUTTER / GATE - OPERABLE VIA REMOTE CONTROL OR KEY/SWITCH

5/8" 3 1/4" 1 1/2"

1 7/8" 8 3/8"

NEW STOREFRONT DISPLAY WINDOW: 5/8"THK TEMPERED LOW IRON GLASS IN 1 1/2"W METAL FRAME.

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

3 1/4" 1 1/2"

11 1/2" (SOFFIT)

NEW CUSTOM MM3 ENGRAVED STORE LOGO WITH GOLD FINISH LACQUER INSIDE.

10 5/8"

NEW STOREFRONT DISPLAY WINDOW: 5/8"THK TEMPERED LOW IRON GLASS IN 1 1/2"W METAL FRAME.

5" (LOGO)

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

NEW 'EMPERADOR' BROWN LIGHT MARBLE ENCLOSURE AT ROLL DOWN SHUTTER / GATE, BEYOND. EQ

INTERIOR DESIGNER

NEW 'EMPERADOR' BROWN LIGHT MARBLE ENCLOSURE AT ROLL DOWN SHUTTER / GATE, TYP.

ARCHITECT

3/8"

444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

NEW RETAIL AREA

STOREFRONT SECTION / ELEVATION DETAILS

EXISTING MALL CORRIDOR

SEAL

DATE PROJECT No.

8 5/8" (LOGO) 9 7/8"

SECTION DETAIL AT T.O. NEW STOREFRONT - THRU GLASS HALF FULL SCALE

ELEVATION DETAIL AT NEW STORE LOGO HALF FULL SCALE

EQ 1/8" 1 1/2"

12 BID /0 S 5/ E 20 T 14

1/8" EQ

DRAWING BY

CKD BY

DWG No.

A-321 SCALE

As Noted

SHEET

1 1/4" 2"

5/8"GWG ON STEEL STUD CONSTRUCTION AT NEW FASCIA

1/4"

B.O. EXT'G MALL FACIA ±11'-5" (VIF)

1 1/4"

B.O. EXT'G MALL FACIA ±11'-5" (VIF)

B.O. EXISTING MALL FASCIA TO REMAIN 2"

B.O. EXISTING MALL FASCIA TO REMAIN

NEW BLOCKNG AT NEW ROLL DOWN SECURITY GATE

±1'-11 1/2"(VIF)

2" 2" 2"

T.O. NEW FIN CEILING +9'-11"

1'-11 1/4"

2" CONTINUOUS LINEAR LED STRIPS, MOUNTED IN ACCESSIBLE LIGHTBOX, BEYOND.

±1'-11" (VIF)

A-322

NEW SUSPENDED GWB CEILING AT NEW RETAIL AREA CEILING, PAINTED FINISH. FOR TYPICAL CEILING DETAILS, SEE A-301

NEW ACCESSIBLE 1/8"THK WHITE OPALINE PLEXIGLASS FASCIA PANEL ON METAL STRUCTURE. PANELS PRINTED WITH ALLOVER PATTERN IN MATTE LIGHT GREY PANTONE, WARM GREY 2U. TOP AND BOTTOM MAGNET CLOSURE.

NEW CONTINUOUS 'ORAC DECOR' MOULDING SECTION AT PERIMETER OF NEW RETAIL AREA CEILING, PAINTED, TYP.

12" (SIGNAGE LETTERS)

1'-10 5/8"

LIGHT BOX

BACKLIT ENTRY SIGN MADE OF: - NEW FONT FRETTE LOGO LETTERS, 12"H x 3/8"THK IN FOIL: API 4026 M HAZY GOLD FINISH APPLIED TO - 1/8"THK WHITE OPALINE PLEXIGLASS PANELS PRINTED WITH ALLOVER PATTERN IN MATTE LIGHT GREY PANTONE, WARM GREY 2U, ON - METAL STRUCTURE WITH - TOP AND BOTTOM MAGNET CLOSURE BACKLIT WITH - CONTINUOUS LED STRIPS IN ACCESSIBLE LIGHTBOX, BEYOND.

BACKLIT ENTRY SIGN NEW FONT FRETTE LOGO LETTERS, 12"H x 3/8"THK IN FOIL: API 4026 M HAZY GOLD FINISH APPLIED TO WHITE OPALINE PLEXIGLASS PANELS (FONTS TO BE VERIFIED WITH UPDATED LOGO)

NEW BACKLIT FASCIA AT EXISTING LOCATION. FINISH: PAINTED, RAL 1013 AT STORE SIDE (SEENOTE BELOW FOR MALL CORRIDOR SIDE FINISH)

3/8" NEW AUTOMATIC SECURITY ROLL DOWN SHUTTER / GATE: USE STRUCTURAL STUDS OR STEEL ANGLES AS PER MANUFACTURER'S RECOMMENDATION. ANCHOR TO STRUCTURAL SLAB ABOVE, NO EXCEPTON. GATE TO ROLL ABOVE DROPPED CEILING, OR AS RECOMMENDED. OPERATE VIA REMOTE CONTROL OR KEY/SWITCH.

DESCRIPTION

1 1/4"

REV DATE

B.O. FACIA +9'-6" (VIF)

2 1/4" 1 1/2"

2 1/2" 8 3/8"

3 5/8" 1 1/2"

11 1/2" (SOFFIT)

NEW AUTOMATIC SECURITY ROLL DOWN SHUTTER / GATE: USE STRUCTURAL STUDS OR STEEL ANGLES AS PER MANUFACTURER'S RECOMMENDATION. ANCHOR TO STRUCTURAL SLAB ABOVE, NO EXCEPTON. GATE TO ROLL ABOVE DROPPED CEILING, OR AS RECOMMENDED. OPERATE VIA REMOTE CONTROL OR KEY/SWITCH.

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

NEW 'EMPERADOR' BROWN LIGHT MARBLE ENCLOSURE AT ROLL DOWN SHUTTER / GATE, BEYOND.

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

NEW RETAIL AREA

STOREFRONT SECTION / ELEVATION DETAILS

EXISTING MALL CORRIDOR

SEAL

DATE

SECTION DETAIL AT T.O. NEW STOREFRONT - THRU ENTRANCE HALF FULL SCALE

ELEVATION DETAIL AT T.O. NEW STOREFRONT - SIGNAGE HALF FULL SCALE

12 BID /0 S 5/ E 20 T 14

PROJECT No. DRAWING BY

CKD BY

DWG No.

A-322 SCALE

As Noted

SHEET

NEW ACCESSIBLE 1/8"THK WHITE OPALINE PLEXIGLASS FASCIA PANEL ON METAL STRUCTURE. PANELS PRINTED WITH ALLOVER PATTERN IN MATTE LIGHT GREY PANTONE, WARM GREY 2U. TOP AND BOTTOM MAGNET CLOSURE.

11 5/8"

/8"

1/2

B.O. EXISTING MALL FASCIA TO REMAIN

1 1/4"

1/4"

B.O. EXT'G MALL FACIA ±11'-5" (VIF)

7 3/4"

±1'-11 1/2"(VIF)

11 5/8"

CONTINUOUS LINEAR LED STRIPS, MOUNTED IN ACCESSIBLE LIGHTBOX, BEYOND.

1'-11 1/4"

1'-8 3/8"

DESCRIPTION

REV DATE

1 1/2"W METAL FRAME AT NEW STOREFRONT DISPLAY WINDOW. ANCHOR TO UNDERSIDE OF NEW FASCIA. BRONZE SATIN FINISH.

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

NEW STOREFRONT DISPLAY WINDOW: 5/8"THK TEMPERED LOW IRON GLASS IN 1 1/2"W METAL FRAME.

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

STOREFRONT ELEVATION DETAIL SEAL

DATE

ELEVATION DETAIL AT T.O. NEW STOREFRONT - TYPICAL ACCESSIBLE ORNAMENTAL PANEL HALF FULL SCALE

12 BID /0 S 5/ E 20 T 14

PROJECT No. DRAWING BY

CKD BY

DWG No.

A-323 SCALE

As Noted

SHEET

LINE OF NEW FLUSH SADDLE, BELOW: CERAMIC GRES REX COLLECTION BIANCHI, COLOR CALACATTA, NATURAL MATTE FINISH, 1 CM THK NEW AUTOMATIC SECURITY ROLL DOWN SHUTTER / GATE: USE STRUCTURAL STUDS OR STEEL ANGLES AS PER MANUFACTURER'S RECOMMENDATION. ANCHOR TO STRUCTURAL SLAB ABOVE, NO EXCEPTON. GATE TO ROLL ABOVE DROPPED CEILING, OR AS RECOMMENDED. OPERATE VIA REMOTE CONTROL OR KEY/SWITCH.

EXISTING MALL NEUTRAL PIER AND TENANT DEMISING WALL TO REMAIN LINE OF NEW FASCIA AT EXISTING LOCATION. PAINTED, RAL 1013 AT STORE SIDE

NEW RETAIL AREA

LINE OF NEW FASCIA, ABOVE, PAINTED RAL 1013 AT STORE SIDE MARBLE ENCLOSURE AT ROLL DOWN SHUTTER / GATE: 3/4"THK 'EMPERADOR' BROWN LIGHT MARBLE ON PLYWOOD SUBSTRATE. USE BLOCKING AS REQUIRED, TYP.

1/8" 1/8"

11 1/2" (SOFFIT)

8 3/8"

2 1/2"

5/8"

1 7/8"

3 1/4"

2 1/4"

3/4" 3/4"

1 1/2"

NEW DISPLAY WINDOW: 1/2"THK TEMPERED LOW IRON GLASS IN 1 1/2" METAL FRAME. CAULK AND SEAL ALL AROUND, TYP

1/8"

REV DATE

1 1/2"

3 1/4"

3 5/8"

DESCRIPTION

9 7/8"

PROPERTY LINE

NEW METAL STUDS MIN 16GA TO BE EMBEDED IN EXISTING NEUTRAL PIER AND SECURELY ANCHORED TOP AND BOTTOM, TYP BOTH SIDES OF STOREFRONT

1B. PLAN DETAIL @ EXISTING MALL NEUTRAL PIER

PROPERTY LINE NOTE: NEW STORE STONE FLOORING TO EXTED TO PROPERTY LINE, TYP.

1 1/2"W METAL FRAME AT DISPLAY WINDOW TO BE ANCHORED TO NEW VERTICAL METAL STUDS, FRAME FINISH: SATIN BRONZE

ENTRANCE

EXISTING MALL CORRIDOR

NEW METAL STUDS MIN 16GA TO BE EMBEDED IN EXISTING NEUTRAL PIER AND SECURELY ANCHORED TOP AND BOTTOM, TYP BOTH SIDES OF STOREFRONT ENTRANCE GATE

LIGHTING DESIGNER

NEW WOOD BLOCKING, AS REQUIRED

1A. PLAN DETAIL @ NEW STORE ROLL DOWN SHUTTER / GATE

NEW MIN 3"x3"x3/16" STL TUBE FOR ROLL-DOWN SHUTTER/GATE PER MANUFACTURER'S RECOMMENDATION. ANCHOR TO EXISTING STRUCTURE TOP AND BOTTOM

PLAN DETAIL AT NEW STOREFRONT

AV SYSTEM CONSULTANT

HALF FULL SCALE ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

STOREFRONT PLAN DETAILS SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

1 1/2"W METAL FRAME AT DISPLAY WINDOW TO BE ANCHORED TO NEW VERTICAL METAL STUDS AND BLOCKING AS REQUIRED. FRAME FINISH: SATIN BRONZE

DRAWING BY

CKD BY

DWG No.

A-331 SCALE

As Noted

SHEET

NEW RETAIL AREA

LINE OF NEW FASCIA, ABOVE, PAINTED RAL 1013 AT STORE SIDE MARBLE ENCLOSURE AT ROLL DOWN SHUTTER / GATE: 3/4"THK 'EMPERADOR' BROWN LIGHT MARBLE ON PLYWOOD SUBSTRATE. USE BLOCKING AS REQUIRED, TYP.

1 1/2"

NEW MIN 3"x3"x3/16" STL TUBE FOR ROLL-DOWN SHUTTER/GATE PER MANUFACTURER'S RECOMMENDATION. ANCHOR TO EXISTING STRUCTURE TOP AND BOTTOM

2 1/4"

1/8"

3/4"

NEW METAL STUDS MIN 16GA TO BE EMBEDED IN EXISTING NEUTRAL PIER AND SECURELY ANCHORED TOP AND BOTTOM, TYP BOTH SIDES OF STOREFRONT ENTRANCE GATE LINE OF NEW BACKLIT FASCIA AT MALL CORRIDOR SIDE: - 1/8"THK WHITE OPALINE PLEXIGLASS PANELS PRINTED WITH ALLOVER PATTERN IN MATTE LIGHT GREY PANTONE, WARM GREY 2U, ON - METAL STRUCTURE WITH - TOP AND BOTTOM MAGNET CLOSURE BACKLIT WITH - CONTINUOUS LED STRIPS IN ACCESSIBLE LIGHTBOX, BEYOND. EXISTING MALL NEUTRAL PIER AND TENANT DEMISING WALL TO REMAIN

3 5/8"

2 1/2"

8 3/8"

1 1/2"W METAL FRAME AT DISPLAY WINDOW TO BE ANCHORED TO NEW VERTICAL METAL STUDS AND BLOCKING AS REQUIRED. FRAME FINISH: SATIN BRONZE

3/4"

1/8"

NEW DISPLAY WINDOW: 1/2"THK TEMPERED LOW IRON GLASS IN 1 1/2" METAL FRAME. CAULK AND SEAL ALL AROUND, TYP NOTE: GLASS TO BE MITERED AT EXPOSED STOREFRONT CORNER

1 1/2"

1/8"

LINE OF NEW FASCIA AT EXISTING LOCATION. PAINTED, RAL 1013 AT STORE SIDE

REV DATE

DESCRIPTION

9 7/8"

ENTRANCE PROPERTY LINE NOTE: NEW STORE STONE FLOORING TO EXTED TO PROPERTY LINE, TYP.

EXISTING MALL CORRIDOR

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com

NOTE: NEW STORE STONE FLOORING TO EXTED TO PROPERTY LINE, TYP.

1 1/2"W METAL FRAME AT DISPLAY WINDOW TO BE ANCHORED TO NEW VERTICAL METAL STUDS AND BLOCKING AS REQUIRED. FRAME FINISH: SATIN BRONZE NEW METAL STUDS MIN 16GA TO BE EMBEDED IN EXISTING NEUTRAL PIER AND SECURELY ANCHORED TOP AND BOTTOM, TYP BOTH SIDES OF STOREFRONT

1A. PLAN DETAIL @ NEW STORE ROLL DOWN SHUTTER / GATE 1

PLAN DETAIL AT NEW STOREFRONT HALF FULL SCALE

1B. PLAN DETAIL @ EXISTING MALL NEUTRAL PIER

PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

STOREFRONT PLAN DETAILS PROPERTY LINE

SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

PROPERTY LINE

DRAWING BY

CKD BY

DWG No.

A-332 SCALE

As Noted

SHEET

PARTITION TYPES

TYPICAL PARTITION NOTE: GC TO REMOVE EXT'G SHEETROCK AT PERIMETER WALLS & VERIFY INTEGRITY & STABILITY OF WALL BEHIND NEW METAL FRAMING. GC TO ADD BLOCKING AS REQUIRED FOR MILLWORK INSTALLATION,TYP

VIF BO SLAB ANCHOR TO SLAB, TOP AND BOTTOM, (TYP)

NEW 2-1/2" METAL STUDS, 16GA (MIN) AT 16" OC. FLOOR TO CEILING

NEW 2-1/2" METAL STUDS, 16GA (MIN) AT 16" OC. WITH ONE LAYER OF 5/8" GYPSUM WALLBOARD ON EACH SIDE GWB TO EXTEND 6" ABOVE FINISHED CEILING (TYP)

ANCHOR TO SLAB, TOP AND BOTTOM, (TYP)

FIN CLG SEE RCP

ANCHOR TO SLAB, TOP AND BOTTOM, (TYP) CONTINUOUS BOTTOM RUNNER FF 0'-0"

NEW 5/8" GYP. BD.,

FIN CLG SEE RCP

CONTINUOUS BOTTOM RUNNER

NEW 16GA (MIN) 1 5/8" METAL STUDS @ 20" O.C. ADJACENT TO EXISTING CONSTRUCTION

CONTINUOUS SEALANT, BOTH SIDES (TYP)

EXT'G CONSTRUCTION TO REMAIN

FF 0'-0"

BO SLAB

NEW CONTINUOUS 3/4"THK PLYWOOD FOR NEW MILLWORK PANELS, OR AS REQUIRED BY MILLWORK CONTRACTOR

FIN CLG SEE RCP

FF 0'-0" 2 1/2"

BO SLAB

NEW 16GA (MIN) 2 1/2" METAL STUDS @ 20" O.C. EXT'G CONSTRUCTION TO REMAIN

EXT'G WALL TO REMAIN

NEW CONTINUOUS SHEETMETAL BLOCKING FOR NEW NEW MILLWORK, @ TOP AND BOTTOM, OR AS REQUIRED BY MILLWORK CONTRACTOR

ADD NEW CONTINUOUS SHEETMETAL BLOCKING FOR NEW NEW MILLWORK AND/OR NEW STONE CLADDING, @ TOP AND BOTTOM, OR AS REQUIRED BY CONTRACTOR FINISHED FLOOR 0'-0"

VARIES

VARIES SEE PLAN

TYPICAL TWO SIDED PARTITION SCALE: NTS

NEW FURRING PARTITION @ EXIST. COLUMN SCALE: NTS

NEW ONE SIDED PARTITION SCALE: NTS

NEW BLOCKING @ EXISTING WALLS SCALE: NTS SAME AS 'A' + PREPARE FOR STONE CLADDING AS REQ'D SCALE: NTS

TYPICAL CEILING NOTE: ALL SUSPENDED CEILING CONSTRUCTION MUST COMPLY TO THE NYC BUILDING CODE

PAINT WALL AND AREA ABOVE MATTE BLACK

1'-3 1/4" LINEAR DIFFUSER IN SHADOW GAP CONNECTED TO DUCT ABOVE FRAMING TO BE CUT BACK SO NOT VISIBLE FROM BELOW

TRACK MOUNTED SPOT LIGHT FIXTURES. SEE RCP AND LIGHT FIXTURE SPECIFICATIONS.

NOTE: OVERALL COVE DIMENSIONS TO BE VERIFIED WITH LIGHTING MANUFACTURER.

PLYWOOD LIGHTING COVE BY G.C. INTERIOR OF COVE PAINTED MATTE BLACK, TYP.

EXISTING SLAB OR STRUCTURE

PROVIDE ADEQUATE SPOT VENTING, AS REQUIRED TO PREVENT LIGHT OVERHEATING

PENCIL ROD ANCHORED TO EXIST CONCRETE SLAB

ANCHOR BOLT

PENCIL ROD ANCHORED TO EXIST CONCRETE SLAB

1.5" BLACK IRON CARRIER CHANNEL 4'-0" O.C. MAX

SUSPENDED GWB CEILING WITH J-BEAD. FOR FINISH SEE FINISH SCHEDULE AND FINISH PLAN 1" ARCHITECTURAL SLOT FOR SUPPLY IN SHADOW GAP EDGE OF SLOT TO ALIGN WITH MILLWORK PANEL BELOW

SUSPENDED GWB CEILING.

FINISHED FACE OF MILLWORK CABINET/ WALL

PROVIDE FRAMING ALL AROUND LIGHTING COVE; ATTACH SECURELY TO STRUCTURE, TYP

TYPICAL AIR SUPPLY/DIFFUSER SLOT - CROSS SECTION SCALE: 1 1/2" = 1'-0"

1.5" BLACK IRON CARRIER CHANNEL 4'-0" O.C. MAX

1.5" BLACK IRON CARRIER CHANNEL 4'-0" O.C. MAX PER PLAN

7 1/2"

LOCKING ANGLE

LIGHT TRACK MOUNTED AT TOP OF COVE. SEE SPECIFICATIONS

CHICAGO BAR 16" O.C. MAX CLIPPED TO BLACK IRON ONE. FINISH AS NOTED ON RCP. IF NO FINISH SPECIFIED FINISH SHALL BE ONE LAYER 5/8" GYP.BD.

CHICAGO BAR 16" O.C. MAX CLIPPED TO BLACK IRON ONE LAYER 5/8" GYP.BD. FINISHED CEILING

LINE OF FUTURE MILLWORK PANELS TO BE ATTACHED TO PLYWOOD SUBSTRATE

REV DATE

DESCRIPTION

PAINT, LEVEL 5 FINISH

LOCKING ANGLE

CONTINUOUS 'J' BEAD TYPE METAL EDGE ALONG COVE OPENING, TYP.

PERIMETER MOULDING SECTION MAY OCCUR, SEE RCP

CHICAGO BAR 16" O.C. MAX CLIPPED TO BLACK IRON ONE. FINISH AS NOTED ON RCP. IF NO FINISH SPECIFIED FINISH SHALL BE ONE LAYER 5/8" GYP.BD.

TYPICAL TRACK LIGHTING - CROSS SECTION

SCALE: 1 1/2" = 1'-0"

TYPICAL SOFFIT SCALE: 1 1/2" = 1'-0"

L BEAD AT VERTICAL PARTITION, TAPE AND SPACKLE

CONTINUOUS PLYWOOD SUBSTRATE BY G.C. AT SURFACES (SOFFITS, COLUMNS, ETC) THAT ARE TO RECEIVE MILLWORK PANELLING

TYPICAL SUSPENDED GWB CEILING

SCALE: 1 1/2" = 1'-0"

CEILING DETAILS

EXT'G METAL STUDS TO REMAIN

FINISHED CEILING SEE RCP

FF 0'-0"

3 3/4"

TYPICAL STUD FRAMING SCALE: NTS

NEW 5/8" GYP. BD.

LIGHTING DESIGNER

TYPICAL FLOORING NOTE: GC TO VERIFY DEPTH AVAILABLE FOR NEW FLOORING & PROVIDE LEVELING AS NECESSARY TO ACHIEVE FLUSH ALIGNMENT WITH MALL FINISH FLOOR

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

FRETTE BOH SIDE

FRETTE SALES AREA SIDE

MALL STORE SIDE

FRETTE STORE SIDE INTERIOR DESIGNER

LEASLINE NEW 3/8"THK CERAMIC GRES FLOOR TILES (REX COLLECTION UNIQUE, COLOR AMBRE, NATURAL MATTE FINISH) ON MUD SET

ALIGN

EXT'G MALL STONE FLOORING TO REMAIN

NEW 3/8"THK CERAMIC GRES FLOOR TILES ON MUD SET ARCHITECT

1/8"

NEW MUDSET

444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com

NEW MUDSET

0'-0" VIF

VIF

0'-0"

NEW 3/8"THK CERAMIC GRES FLOOR TILES (REX COLLECTION I BIANCHI, COLOR CALACATTA, NATURAL MATTE FINISH) ON MUD SET

EXT'G CONCRETE FLOORING

HAIRLINE JOINT

EXT'G CONCRETE FLOORING

FLUSH STAINLESS STEEL 'L' STRAP

PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

TYPICAL DETAILS PARTITION TYPES / CEILING / FLOORING DETAILS

NEW CERAMIC GRES FLOOR / NEW CERAMIC GRES FLOOR SCALE: NTS F 01

F 02

EXISTING MALL FLOOR / NEW CERAMIC GRES FLOOR

SEAL

DATE PROJECT No.

SCALE: NTS FX

F 01

12 BID /0 S 5/ E 20 T 14

FLOORING DETAILS

AV SYSTEM CONSULTANT

DRAWING BY

CKD BY

DWG No.

A-301 SCALE

As Noted

SHEET

±3'-3"

A-321

TYP

EQ'A'A-322

A-321

1'-0"

NEW FASCIA AT EXISTING LOCATION, COPPER FINISH TBD, AT MALL CORRIDOR SIDE.

BACKLIT SIGN MADE OF: 12"H LASER CUT OPAL PLEXIGLASS LETTERS, FLUSH MOUNTED ON COPPER FINISH PANEL, BACK LIT WITH LED STRIPS IN ACCESSIBLE LIGHT BOX BEYOND. FINISH TBD

1'-1"

EQ'A'

TYP

1'-11" (VIF)

TYP

B.O. EXISTING MALL FASCIA TO REMAIN

11'-5" (VIF)

NEW AUTOMATIC ROLL DOWN SHUTTER / GATE - OPERABLE VIA REMOTE CONTROL OR KEY/SWITCH

9'-6"

NEW DISPLAY WINDOW: 1/2"THK TEMPERED LOW IRON GLASS IN 1 1/2" METAL FRAME

3 1 1/2" METAL FRAME AT DISPLAY WINDOW: BRONZE SATIN FINISH

TYP

B.O. EXISTING MALL FASCIA TO REMAIN

MARBLE ENCLOSURE AT ROLL DOWN SHUTTER / GATE, 'EMPERADOR' BROWN LIGHT MARBLE.

A-312

TYP

A-313

10"

6'-6"

PROPERTY LINE

10" PROPERTY LINE

STOREFRONT - ELEVATION @ MALL SIDE

NEW RETAIL AREA

AUTOMATIC ROLL DOWN SHUTTER / GATE - OPERABLE VIA REMOTE CONTROL OR KEY/SWITCH MARBLE ENCLOSURE AT ROLL DOWN SHUTTER / GATE, 'EMPERADOR' BROWN LIGHT MARBLE.

REV DATE

DESCRIPTION

3/4" = 1'-0"

LINE OF NEW FLUSH SADDLE: CERAMIC GRES REX COLLECTION BIANCHI, COLOR CALACATTA, NATURAL MATTE FINISH, 1 CM THK

CL ENTRNCE AND LOGO AXIS (APPLIED LETTERS ON GWB FASCIA)

1A A-331

1A A-332

1B A-331

1 1/2" METAL FRAME AT DISPLAY WINDOW: BRONZE SATIN FINISH TBD

LIGHTING DESIGNER

NEW DISPLAY WINDOW: 1/2"THK TEMPERED LOW IRON GLASS IN 1 1/2" METAL FRAME

AV SYSTEM CONSULTANT

LINE OF NEW FASCIA AT EXISTING LOCATON, ABOVE, PAINTED RAL 1013 FINISH AT STORE SIDE

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

7'-5"

EQ'A' 10"

NEW DISPLAY WINDOW: 1/2"THK TEMPERED LOW IRON GLASS IN 1 1/2" METAL FRAME

EQ'A' 6'-6"

10"

MEP ENGINEER

TYP

A-321

ENTRANCE

INTERIOR DESIGNER

A-322 1B

" -2

1 1/2" METAL FRAME AT DISPLAY WINDOW: BRONZE SATIN FINISH

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com

A-332

A-311

PROJECT

LINE OF NEW FASCIA AT EXISTING LOCATION, ABOVE, COPPER FINISH TBD, AT MALL CORRIDOR SIDE

EXISTING MALL CORRIDOR

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

STOREFRONT PLAN / ELEVATION SEAL

DATE

9'-1"

STOREFRONT - PLAN 3/4" = 1'-0"

1 A-321

TYP

PROPERTY LINE

12 BID /0 S 5/ E 20 T 14

PROPERTY LINE

PROJECT No. DRAWING BY

CKD BY

DWG No.

A-311 SCALE

As Noted

SHEET

±10" (VIF) NEW FASCIA

B.O. EXT'G MALL FACIA ±11'-5" (VIF)

11'-5" (VIF) 9'-6"

A-311

EXISTING MALL CORRIDOR

STOREFRONT - SECTION 3/4" = 1'-0" DESCRIPTION

REV DATE

3/8" EQ

B.O. EXT'G FACIA +9'-6" (VIF)

1 1/2"W METAL FRAME AT NEW STOREFRONT DISPLAY WINDOW. ANCHOR TO UNDERSIDE OF EXISTING FASCIA TO REMAIN. BRONZE SATIN FINISH.

NEW AUTOMATIC ROLL DOWN SHUTTER / GATE - OPERABLE VIA REMOTE CONTROL OR KEY/SWITCH

NEW STOREFRONT DISPLAY WINDOW: 5/8"THK TEMPERED LOW IRON GLASS IN 1 1/2"W METAL FRAME.

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

2 3/4"

3/4"

NEW CUSTOM MM3 ENGRAVED STORE LOGO WITH GOLD FINISH LACQUER INSIDE.

10 5/8"

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

NEW 'EMPERADOR' BROWN LIGHT MARBLE ENCLOSURE AT ROLL DOWN SHUTTER / GATE, BEYOND.

INTERIOR DESIGNER

NEW 'EMPERADOR' BROWN LIGHT MARBLE ENCLOSURE AT ROLL DOWN SHUTTER / GATE, TYP.

ARCHITECT

3/8"

444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

NEW RETAIL AREA

STOREFRONT SECTION / ELEVATION DETAILS

EXISTING MALL CORRIDOR

SEAL

DATE PROJECT No.

1/8" EQ

8 5/8" (LOGO) 9 7/8"

SECTION DETAIL AT T.O. NEW STOREFRONT - THRU GLASS HALF FULL SCALE

ELEVATION DETAIL AT NEW STORE LOGO HALF FULL SCALE

EQ 1/8" 1 1/2"

12 BID /0 S 5/ E 20 T 14

NEW STOREFRONT DISPLAY WINDOW: 5/8"THK TEMPERED LOW IRON GLASS IN 1 1/2"W METAL FRAME.

8 3/8" (VIF)

5" (LOGO)

3/4"

1 7/8"

NEW STORE FINISH CEILING

9'-11"

5/8"

3 3/4"

11'-4"

NEW DISPLAY WINDOW: 5/8"THK TEMPERED LOW IRON GLASS IN 1 1/2" METAL FRAME

±1'-11" (VIF)

LIGHT BOX, BEYOND

1 1/2"W METAL FRAME AT NEW STOREFRONT DISPLAY WINDOW. ANCHOR TO UNDERSIDE OF EXISTING FASCIA TO REMAIN. BRONZE SATIN FINISH.

A-312

NEW RETAIL AREA

3/8"

SU S U BM P E IT R TE CE D ED A E A D LA TE

T.O. NEW FIN CEILING +9'-11"

3/4"

MARBLE ENCLOSURE AT ROLL DOWN SHUTTER / GATE, BEYOND. 'EMPERADOR' BROWN LIGHT MARBLE.

NEW FASCIA AT EXISTING LOCATION

BACKLIT SIGN MADE OF: 12"H LASER CUT OPAL PLEXIGLASS LETTERS FLUSH MOUNTED ON COPPER FINISH PANEL, BACL LIT WITH LED STRIPS IN ACCESSIBLE LIGHT BOX, BEYOND. FINISH TBD

8 3/8"

TO B.O. EXISTING MALL FASCIA TO REMAIN

±10" (VIF)

12" (SIGNAGE LETTERS)

NEW FASCIA AT EXISTING LOCATION. FINISH: COPPER TBD AT MALL CORRIDOR SIDE, PAINTED, RAL 1013 AT STORE SIDE

NEW SUSPENDED GWB CEILING AT NEW RETAIL AREA CEILING, PAINTED FINISH. FOR TYPICAL CEILING DETAILS, SEE A-301

3/4"

1 1/2" METAL FRAME AT DISPLAY WINDOW: BRONZE SATIN FINISH TBD

B.O. EXISTING MALL FASCIA TO REMAIN

NEW CONTINUOUS 'ORAC DECOR' MOULDING SECTION AT PERIMETER OF NEW RETAIL AREA CEILING, PAINTED, TYP.

BACKLIT SIGN MADE OF: 12"H LASER CUT OPAL PLEXIGLASS LETTERS, FLUSH MOUNTED ON COPPER FINISH PANEL, BACK LIT WITH LED STRIPS IN ACCESSIBLE LIGHT BOX, BEYOND. FINISH TBD

5/8"GWB STEEL STUD CONSTRUCTION AT NEW FASCIA NOTE: ATTACH NEW STUDS TO EXISTING STRUCTURE ABOVE, TYP

NEW BLOCKNG AS REQUIRED FOR SECURELY ANCHORING OF NEW GLASS / METAL FRAME STOREFRONT,

1'-0"

NEW FASCIA AT EXISTING LOCATION, PAINTED RAL 1013 AT STORE SIDE

1'-11" (VIF)

B.O. EXISTING MALL FASCIA TO REMAIN

DRAWING BY

CKD BY

DWG No.

A-321 SCALE

As Noted

SHEET

B.O. EXT'G MALL FACIA ±11'-5" (VIF)

5/8"GWG ON STEEL STUD CONSTRUCTION AT NEW FASCIA

B.O. EXISTING MALL FASCIA TO REMAIN

2" 1'-0" 2"

CONTINUOUS LINEAR LED STRIPS, MOUNTED IN LIGHTBOX, BEYOND. LRNGTH TBD BY THE OVERALL SIGN LENGTH

±1'-11"(VIF)

2" 2"

±1'-11" (VIF)

12" (SIGNAGE LETTERS)

A-322

NEW ACCESSIBLE FASCIA PANEL AT ILLUMINATED SIGN ABOVE ENTRANCE, COPPER FINISH TBD

3/4"

NEW SUSPENDED GWB CEILING AT NEW RETAIL AREA CEILING, PAINTED FINISH. FOR TYPICAL CEILING DETAILS, SEE A-301

NEW CONTINUOUS 'ORAC DECOR' MOULDING SECTION AT PERIMETER OF NEW RETAIL AREA CEILING, PAINTED, TYP.

BACKLIT SIGN MADE OF: 12"H LASER CUT OPAL PLEXIGLASS LETTERS FLUSH MOUNTED ON COPPER FINISH PANEL, BACL LIT WITH LED STRIPS IN ACCESSIBLE LIGHT BOX, BEYOND. FINISH TBD

1'-1 5/8"

LIGHT BOX

SU S BM UP IT ER TE C D EE AT D E A D LA TE R

NEW BLOCKNG AT NEW ROLL DOWN SECURITY GATE

FONTS TO BE VERIFIED WITH UPDATED LOGO

3/4"

BACKLIT SIGN MADE OF: 12"H LASER CUT OPAL PLEXIGLASS LETTERS FLUSH MOUNTED ON COPPER FINISH PANEL, BACL LIT WITH LED STRIPS IN ACCESSIBLE LIGHT BOX, BEYOND. FINISH TBD

NEW FASCIA AT EXISTING LOCATION. FINISH: COPPER TBD AT MALL CORRIDOR SIDE, PAINTED, RAL 1013 AT STORE SIDE

7/8"

B.O. EXISTING MALL FASCIA TO REMAIN

3/8"

8 3/8" (VIF)

B.O. EXT'G FACIA +9'-6" (VIF)

NEW SECURITY ROLL DOWN GATE: USE STRUCTURAL STUDS OR STEEL ANGLES AS PER MANUFACTURER'S RECOMMENDATION. ANCHOR TO STRUCTURAL SLAB ABOVE, NO EXCEPTON. GATE TO ROLL ABOVE DROPPED CEILING, OR AS RECOMMENDED.

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

3/4"

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

3/4"

DESCRIPTION

MEP ENGINEER

NEW 'EMPERADOR' BROWN LIGHT MARBLE ENCLOSURE AT ROLL DOWN SHUTTER / GATE, BEYOND.

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

NEW RETAIL AREA

STOREFRONT SECTION / ELEVATION DETAILS

EXISTING MALL CORRIDOR

SEAL

DATE PROJECT No.

SECTION DETAIL AT T.O. NEW STOREFRONT - THRU ENTRANCE HALF FULL SCALE

ELEVATION DETAIL AT T.O. NEW STOREFRONT - SIGNAGE HALF FULL SCALE

12 BID /0 S 5/ E 20 T 14

REV DATE

T.O. NEW FIN CEILING +9'-11"

DRAWING BY

CKD BY

DWG No.

A-322 SCALE

As Noted

SHEET

LINE OF NEW FLUSH SADDLE, BELOW: CERAMIC GRES REX COLLECTION BIANCHI, COLOR CALACATTA, NATURAL MATTE FINISH, 1 CM THK

EXISTING MALL NEUTRAL PIER AND TENANT DEMISING WALL TO REMAIN

NEW RETAIL AREA

AUTOMATIC ROLL DOWN SHUTTER / GATE - OPERABLE VIA REMOTE CONTROL OR KEY/SWITCH

LINE OF NEW FASCIA AT EXISTING LOCATION. NEW FASCIA FINISH: - COPPER TBD AT MALL CORRIDOR SIDE, - PAINTED, RAL 1013 AT STORE SIDE

LINE OF NEW FASCIA, ABOVE, PAINTED RAL 1013 AT STORE SIDE

1/8" 1/8"

8 3/8" (VIF)

5/8"

1 7/8"

3 3/4"

2 5/8"

3/4" 3/4"

3/4"

MARBLE ENCLOSURE AT ROLL DOWN SHUTTER / GATE: 3/4"THK 'EMPERADOR' BROWN LIGHT MARBLE ON PLYWOOD SUBSTRATE. USE BLOCKING AS REQUIRED, TYP.

3/4"

NEW DISPLAY WINDOW: 1/2"THK TEMPERED LOW IRON GLASS IN 1 1/2" METAL FRAME. CAULK AND SEAL ALL AROUND, TYP

3/4"

2 3/4"

1/8"

PROPERTY LINE

NEW METAL STUDS MIN 16GA TO BE EMBEDED IN EXISTING NEUTRAL PIER AND SECURELY ANCHORED TOP AND BOTTOM, TYP BOTH SIDES OF STOREFRONT

PROPERTY LINE NOTE: NEW STORE STONE FLOORING TO EXTED TO PROPERTY LINE, TYP.

1/8" 9 7/8"

1 1/2"W METAL FRAME AT DISPLAY WINDOW TO BE ANCHORED TO NEW VERTICAL METAL STUDS, FRAME FINISH: SATIN BRONZE

ENTRANCE

NEW METAL STUDS MIN 16GA TO BE EMBEDED IN EXISTING NEUTRAL PIER AND SECURELY ANCHORED TOP AND BOTTOM, TYP BOTH SIDES OF STOREFRONT ENTRANCE GATE

EXISTING MALL CORRIDOR

NEW WOOD BLOCKING, AS REQUIRED

1B. PLAN DETAIL @ EXISTING MALL NEUTRAL PIER

DESCRIPTION

LIGHTING DESIGNER

1A. PLAN DETAIL @ NEW STORE ROLL DOWN SHUTTER / GATE AV SYSTEM CONSULTANT

PLAN DETAIL AT NEW STOREFRONT HALF FULL SCALE ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

STOREFRONT PLAN DETAILS SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

1 1/2"W METAL FRAME AT DISPLAY WINDOW TO BE ANCHORED TO NEW VERTICAL METAL STUDS AND BLOCKING AS REQUIRED. FRAME FINISH: SATIN BRONZE

REV DATE

DRAWING BY

CKD BY

DWG No.

A-331 SCALE

As Noted

SHEET

LINE OF NEW FLUSH SADDLE, BELOW: CERAMIC GRES REX COLLECTION BIANCHI, COLOR CALACATTA, NATURAL MATTE FINISH, 1 CM THK AUTOMATIC ROLL DOWN SHUTTER / GATE - OPERABLE VIA REMOTE CONTROL OR KEY/SWITCH

NEW RETAIL AREA

LINE OF NEW FASCIA, ABOVE, PAINTED RAL 1013 AT STORE SIDE

MARBLE ENCLOSURE AT ROLL DOWN SHUTTER / GATE: 3/4"THK 'EMPERADOR' BROWN LIGHT MARBLE ON PLYWOOD SUBSTRATE. USE BLOCKING AS REQUIRED, TYP.

NEW METAL STUDS MIN 16GA TO BE EMBEDED IN EXISTING NEUTRAL PIER AND SECURELY ANCHORED TOP AND BOTTOM, TYP BOTH SIDES OF STOREFRONT ENTRANCE GATE

8 3/8" (VIF)

2 5/8"

1/8"

3/4"

1 1/2"W METAL FRAME AT DISPLAY WINDOW TO BE ANCHORED TO NEW VERTICAL METAL STUDS AND BLOCKING AS REQUIRED. FRAME FINISH: SATIN BRONZE

EXISTING MALL NEUTRAL PIER AND TENANT DEMISING WALL TO REMAIN

NEW DISPLAY WINDOW: 1/2"THK TEMPERED LOW IRON GLASS IN 1 1/2" METAL FRAME. CAULK AND SEAL ALL AROUND, TYP NOTE: GLASS TO BE MITERED AT EXPOSED STOREFRONT CORNER

1/8"

3/4"

1/8"

LINE OF NEW FASCIA AT EXISTING LOCATION. NEW FASCIA FINISH: - COPPER TBD AT MALL CORRIDOR SIDE, - PAINTED, RAL 1013 AT STORE SIDE

9 7/8"

REV DATE

DESCRIPTION

ENTRANCE PROPERTY LINE NOTE: NEW STORE STONE FLOORING TO EXTED TO PROPERTY LINE, TYP.

EXISTING MALL CORRIDOR

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

PROPERTY LINE NOTE: NEW STORE STONE FLOORING TO EXTED TO PROPERTY LINE, TYP.

ARCHITECT

444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

STOREFRONT PLAN DETAILS PROPERTY LINE

SEAL

DATE

1A. PLAN DETAIL @ NEW STORE ROLL DOWN SHUTTER / GATE

PLAN DETAIL AT NEW STOREFRONT HALF FULL SCALE

1B. PLAN DETAIL @ EXISTING MALL NEUTRAL PIER

12 BID /0 S 5/ E 20 T 14

PROJECT No. DRAWING BY

CKD BY

DWG No.

A-332 SCALE

As Noted

SHEET

OCT, 09, 2014

1'-4 3/8"

BRONZE FINISH SUPPORTS FOR GLASS SHELVES SEE DETAIL DWG N.10B

1 :20 A3 PAPER SIZE

8 1/8"

DATE:

8 1/8"

8'-1 1/8"

8 1/8"

NOTE: PROVIDE FOR FIXING THE STRUCTURE TO BACK WALL

SCALE:

THE FINEST LINENS IN THE WORLD

DWG NUMBER:

BRONZE FINISH STRUCTURE

SHORT HILLS

1'-9 5/8"

1'-7 5/8"

1'-9 1/4"

TOP VIEW 1"

3'-5 1/4" 2 3/4"

2 3/4"

SIDE

DESCRIPTION

FURNITURE

SECTION 2

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

FRONT

ITEM:

REV DATE

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

4'-0 5/8"

TOWEL FIXTURES

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY A SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

SECTION 1

PAOLO BRANDO ARCHITETTO www.archibrando.com

1'-7 5/8"

MEP ENGINEER

DRAWING BY

CKD BY

DWG No.

A-401 SCALE

1" = 1'-0"

SHEET

3/8"

THE FINEST LINENS IN THE WORLD

3/4"

DWG NUMBER:

BRONZE FINISH STRUCTURE

3/4"

1/2"

3/4"

DATE:

OCT, 09, 2014 1 :5 A4 PAPER SIZE

3/8"

SCALE:

1/2"

BRONZE FINISH STRUCTURE REMOVABLE SHELVES SUPPORT

DESCRIPTION

HOLES FOR REMOVABLE SHELVES SUPPORT

FRONT 1" 3/8"

3/4"

BRONZE FINISH STRUCTURE

SHORT HILLS

SIDE

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

DETAIL

ITEM:

REV DATE

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY A SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

HORIZONTAL SECTION

PAOLO BRANDO ARCHITETTO www.archibrando.com

NIKEL FINISH REMOVABLE SHELVES SUPPORT

3/4"

1/2"

MEP ENGINEER

DRAWING BY

CKD BY

DWG No.

A-402 SCALE

NTS

SHEET

DATE:

OCT, 09, 2014

SCALE:

1 :20 A3 PAPER SIZE

1'-4 3/8"

8 1/8"

8'-1 1/8"

8 1/8"

THE FINEST LINENS IN THE WORLD

SEE DWG N. 12

BRONZE FINISH STRUCTURE

DWG NUMBER:

NOTE: PROVIDE FOR FIXING THE STRUCTURE TO BACK WALL

1'-7 5/8"

BRONZE FINISH SUPPORTS FOR GLASS SHELVES SEE DETAIL DWG N.10B

TOP VIEW 1"

1" 2'-8"

2 3/4"

SHORT HILLS

1'-9 1/4"

SIDE

DESCRIPTION

FURNITURE

SECTION 2

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

FRONT

ITEM:

REV DATE

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

SECTION 1 3'-3 1/2"

3'-3 1/2"

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY B SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

SEASONAL FIXTURES

PAOLO BRANDO ARCHITETTO www.archibrando.com

1'-7 5/8"

MEP ENGINEER

DRAWING BY

CKD BY

DWG No.

A-403 SCALE

1" = 1'-0"

SHEET

THE FINEST LINENS IN THE WORLD

1 3/8"

2'-0 3/4"

1 3/8"

SECTION 6

3'-1 3/8" 2'-10 5/8"

1 3/8"

1'-4 1/8"

2'-10 5/8" 1'-9 1/2"

3'-9 7/8"

4'-4 3/4"

4'-7 1/2"

5 7/8"

SECTION 4

7 7/8"

SECTION 7

S2 2'-1 5/8"

S3 B

1 3/8"

1'-11 3/8"

3/4"

1'-11 5/8"

1'-6 1/4"

1 3/8"

SHORTSHORT HILLS HILLS

3'-11 1/4"

OCT, 09, 2014

D LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY D SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

7'-0 5/8"

DESCRIPTION

FURNITURE C FURNITURE

SIDE B

SEE HANDLE DETAIL DWG N. 29

200 LONG EASTLAKE LONG ROAD, LAKESUITE ROAD,300 SUITE 300 PAOLO PAOLO BRANDO BRANDO ARCHITETTO ARCHITETTO200 EAST BLOOMFIELD BLOOMFIELD HILLS, MI HILLS, 48304-2324 MI 48304-2324 www.archibrando.com www.archibrando.com

3 7/8"

1 3/8"

REV DATE

ITEM:

2'-0 1/4"

2'-3 3/8"

6 1/4"

2'-10 5/8" 3/8"

1'-9 1/2"

1'-7 1/2" 3/8"

1'-8 1/8"

8 1/4"

1'-11 5/8"

12 13

DWG NUMBER:

SECTION 5

1 :20 1 :20 A3 PAPER A3 PAPER SIZE SIZE

5'-3 3/8"

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

DATE:

EMPERADOR BROWN MARBLE

SCALE:

3'-1 1/4"

1'-10 7/8"

4'-0 3/8"

7'-0 5/8"

DRAWING BY

CKD BY

DWG No.

A-404 SCALE

1" = 1'-0"

SHEET

13B THE FINEST LINENS IN THE WORLD

DWG NUMBER: DATE:

OCT, 09, 2014 1 :20 A3 PAPER SIZE

1'-11 5/8"

SECTION 1

EXTRACTABLE SHELF

SECTION 4

HOLE FOR CABLE

DESCRIPTION

FURNITURE

ITEM:

SECTION 2

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY D SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

LOGO CM 0,5 THICKNESS GOLD FINISHED

PAOLO BRANDO ARCHITETTO www.archibrando.com

FRONT A

SHORT HILLS

2'-4 3/4" 1'-1 5/8"

3 7/8"

6 1/2"

2'-4 3/4"

REV DATE

1'-2 3/8"

7 1/8"

1'-4 1/2"

3'-7 3/4"

1'-1 5/8"

1'-3 3/8"

1 3/8"

1'-11 5/8"

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

EMPERADOR BROWN MARBLE

SCALE:

1'-10 7/8"

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

DRAWING BY

CKD BY

DWG No.

A-405 SCALE

1" = 1'-0"

SHEET

1'-4 7/8"

3 7/8" 1'-7 5/8"

MATT LACQUARED FARROW & BALL 211 STONY GROUND

2'-6 1/4"

1 3/8"

1'-7 1/4"

3/8"

SEE HANDLE DETAIL DWG N. 30 / A-423

ALL MODULES WILL BE REALIZED WITH WOODEN STRUCTURE MATT LACQUARED IN FARROW & BALL 211 STONY GROUND - INTERNAL LINING IN MICROFIBRE SAME COLOUR, WITH EXCEPTION OF TOP SHELVES - METAL BASEMENT LACQUARED SAME COLOUR

2'-6 1/4"

1 3/8"

SECTION 2

FURNITURE

PUSH - PULL SYSTEM

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

SECTION 1

ITEM:

FRONT

DESCRIPTION

REV DATE

8'-0 1/4"

TOP VIEW

12 OCT, 09, 2014 1 :20 A3 PAPER SIZE

1'-4 1/8"

8 1/4"

7 3/4" 1'-4 7/8"

SHORT HILLS

SIDE

2'-1 5/8"

1 3/8"

1'-5 3/8"

2'-2 3/8"

1'-3 3/4"

1 3/8"

1 7/8"

DATE:

1 3/8"

PUSH/PULL EXTRACTABLE WORKING SHELF

SCALE:

1'-4 7/8"

1 3/8"

LACQUARED TOP SHELVES

1'-4 7/8"

1 3/8"

1'-4 7/8"

7'-0"

7'-4"

1'-4 7/8"

1 3/8"

1'-4 7/8"

1 3/8"

MICROFIBRE LINING

THE FINEST LINENS IN THE WORLD

DWG NUMBER:

MATT LACQUARED FARROW & BALL 211 STONY GROUND

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

3/8"

SECTION 3

SEASONAL FIXTURE

2'-3 1/2" 2'-6 1/4"

2'-6 1/4"

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY C SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

3/8"

PAOLO BRANDO ARCHITETTO www.archibrando.com

3/8" 3/8"

3/4"

3/8"

2'-3 1/8"

3/4"

3/8"

2'-3 1/8"

1'-7 1/4"

2'-3 1/8"

1'-4 7/8"

1'-7 1/4"

3/8"

MEP ENGINEER

DRAWING BY

CKD BY

DWG No.

A-406 SCALE

1" = 1'-0"

SHEET

THE FINEST LINENS IN THE WORLD

1 3/8" 1'-4 7/8" 1 3/8"

FRONT

3/8" 1'-7 1/4"

2'-6 1/4"

1 3/8"

2'-6 1/4" 1 3/8"

1 3/8"

DESCRIPTION

FURNITURE

ITEM:

REV DATE

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

1'-7 5/8"

OCT, 09, 2014

SECTION 4

10'-8"

2'-6 1/4"

SECTION 2

1 :20 A3 PAPER SIZE

5 1/4" 5 1/2"

8 1/4"

7 3/4"

SECTION 1

SEE HANDLE DETAIL DWG N. 30 / A-423

TOP VIEW

DATE:

7 3/4"

2 3/8"

PUSH - PULL SYSTEM

1'-4 7/8"

SHORT HILLS

EXTRACTABLE TRAYS

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

1'-9 1/2" 3/4"

3/4"

SECTION 3

1'-4 7/8"

1'-10"

1'-9 1/2"

1'-4 7/8"

2'-6"

2'-6 1/4" 1 3/8"

1 3/8"

EXTRACTABLE DRAWERS

WHITE WORLD FIXTURE

PAOLO BRANDO ARCHITETTO www.archibrando.com

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY E SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

SIDE

3 7/8"

1 3/8"

1 7/8"

1'-4 1/8"

2'-2 3/8"

1'-3 3/4"

1 3/8"

1 7/8"

PUSH/PULL EXTRACTABLE WORKING SHELF

SCALE:

1 3/8" 1'-4 7/8"

1 3/8"

1'-4 7/8"

7'-0"

LACQUARED TOP SHELVES

1'-4 7/8"

1 3/8"

1'-4 7/8"

1 3/8"

MICROFIBRE LINING

1 3/8"

7'-4"

DWG NUMBER:

DRAWING BY

CKD BY

DWG No.

A-407 SCALE

1" = 1'-0"

SHEET

1 3/8"

OCT, 09, 2014

3 7/8"

3'-8 1/8" 3'-8 1/8"

3'-5 3/8" 1 3/8"

TOP VIEW

3'-8 1/8"

SHORT HILLS

TOP VIEW

1'-10 1/2"

1'-11 7/8"

1 3/8"

3'-5 3/8"

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

3/8" 6 3/4"

6 3/4"

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252 DRAWING TITLE

MILLWORK DETAILS DISPLAY F

6 3/4"

1 3/8"

SECTION 1

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

1'-5 5/8"

EXRAWHITE GLASS SHELVES

PAOLO BRANDO ARCHITETTO www.archibrando.com

1 3/8"

1'-10 1/2"

1'-11 7/8"

LIGHTING DESIGNER

MEP ENGINEER

1 3/8"

6 3/4"

DESCRIPTION

FURNITURE

SECTION 2

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

FRONT

REV DATE

ITEM:

3 7/8"

1 3/8"

MATT LACQUARED FARROW & BALL 211 STONY GROUND

1 :20 A3 PAPER SIZE

3'-6"

1'-5 5/8"

3'-11 1/4"

3/8" 1 3/8"

2 3/4"

DATE:

11" 7'-0"

7'-4"

2 3/4"

7'-0"

7'-4"

1 3/8"

3/8"

11 1/4"

EXTRAWHITE GLASS

THE FINEST LINENS IN THE WORLD

1 3/8"

11 1/4"

1 3/8"

SCALE:

DWG NUMBER:

MATT LACQUARED FARROW & BALL 211 STONY GROUND

DRAWING BY

CKD BY

DWG No.

A-408 SCALE

1" = 1'-0"

SHEET

BRONZE WROUGHT IRON

1'-1 3/4"

2'-10 1/8"

S3 MATT LACQUARED FARROW & BALL 211 STONY GROUND

SEE DWG N.31 / A-424

1'-8 3/8"

2'-10 1/8"

2'-8 7/8"

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

THE FINEST LINENS IN THE WORLD

SEE HANDLE DETAIL DWG N. 30 / A-423

DWG NUMBER:

FRONT

SIDE

1'-10 5/8"

BRONZE IRON SLATS FOR SUPPORT

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

DATE:

OCT, 09, 2014 1 :20 A3 PAPER SIZE

5'-6 7/8"

1'-3 5/8"

1'-7 5/8"

1'-1 3/4"

8 1/2"

NATURAL COLOUR LEATHER

SCALE:

BRONZE WROUGHT IRON

1'-7 5/8" 2'-5"

2'-8 7/8"

5'-10 7/8"

TOP VIEW 3/4"

4 5/8"

3/4"

SECTION 4

1'-10 5/8"

1'-6 5/8"

3/4"

5'-5 3/8"

SECTION 1 5'-10 7/8" 2'-6 3/8"

2'-6 3/8"

1'-7 1/4"

SECTION 3

MATT LACQUARED FARROW & BALL 211 STONY GROUND METAL SHELF STRUCTURE

SHORT HILLS

EXTRACTABLE WORKING SHELVES

DESCRIPTION

3/4"

1'-7 5/8"

3/4"

REV DATE

FURNITURE

BACK LACQUARED GLASS IN FARROW & BALL 211 STONY GROUND

BRONZE WROUGHT IRON

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

2'-10"

ITEM:

2'-10"

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

EXTRACTABLE DRAWERS

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY G SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

SECTION 2

PAOLO BRANDO ARCHITETTO www.archibrando.com

3/4"

MEP ENGINEER

DRAWING BY

CKD BY

DWG No.

A-409 SCALE

1" = 1'-0"

SHEET

18 THE FINEST LINENS IN THE WORLD

DWG NUMBER: SECTION 2

FRONT

SIDE

OCT, 09, 2014

BRONZE FINISH METAL STRUCTURE

1 :20 A3 PAPER SIZE

BRONZE FINISH

DATE:

11 1/8"

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

2'-9 1/8"

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

SCALE:

BRONZE FINISH

4'-3 1/8" 3/4"

DESCRIPTION

FURNITURE

3/8"

1'-10"

1'-6 1/2"

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

SEE KNOB DETAIL DWG N. 29

SECTION 1

PAOLO BRANDO ARCHITETTO www.archibrando.com

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY H SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

1'-9 5/8"

3/4"

SHORT HILLS

TOP VIEW

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

1'-9 5/8"

ITEM:

REV DATE

DRAWING BY

CKD BY

DWG No.

A-410 SCALE

1" = 1'-0"

SHEET

THE FINEST LINENS IN THE WORLD

DWG NUMBER:

3/4"

DATE:

OCT, 09, 2014

SCALE:

1 :20 A3 PAPER SIZE

5'-3 3/4"

3/4" 3/4" 3/4" 3/4"

11 3/4"

3/4"

11 3/4"

5'-3 3/4"

11 3/4"

ALL METAL STRUCTURE IN BRONZE FINISH

FRONT / BACK

SIDE

1'-3 3/4"

2'-3 1/2"

3/4"

SHORT HILLS

2'-3 1/2"

SECTION 1

3/4"

2'-2 7/8"

DESCRIPTION

FURNITURE

2'-11 3/8"

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

TOP VIEW

ITEM:

3/4"

1'-3 3/4"

REV DATE

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY I SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

ADJUSTABLE FEET

PAOLO BRANDO ARCHITETTO www.archibrando.com

BASE

4 7/8"

6 1/8"

MEP ENGINEER

DRAWING BY

CKD BY

DWG No.

A-411 SCALE

1" = 1'-0"

SHEET

THE FINEST LINENS IN THE WORLD

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

DWG NUMBER:

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

째

OCT, 09, 2014

SIDE

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

1'-11 5/8"

4'-3 1/8"

SECTION DETAIL

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

INTERNAL TOP IN EMPERADOR BROWN MARBLE FLUSH TO WOODEN EDGE

TOP VIEW

REV DATE

TOP VIEW

INTERNAL TOP IN EMPERADOR BROWN MARBLE FLUSH TO WOODEN EDGE

DESCRIPTION

2" 1'-5 3/4"

2" 1'-1 3/4"

1'-7 5/8"

1'-11 5/8"

3/4"

4'-7 1/8"

FURNITURE

1'-7 5/8"

FRONT / BACK

1 1/4"

ITEM:

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

1 1/4"

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

FRONT / BACK / SIDE

1 1/4"

1 :20 A3 PAPER SIZE

1 1/4"

DATE:

1 1/4"

SHORT HILLS

1 1/4"

째 2 9

SCALE:

2'-3 1/2"

째 2 9

2'-3 1/2"

3'-7 1/4"

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

K2 K3

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY K1, K2 SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

PAOLO BRANDO ARCHITETTO www.archibrando.com

PLAN GROUP POSITIONS

DRAWING BY

CKD BY

DWG No.

A-412 SCALE

1" = 1'-0"

SHEET

21 THE FINEST LINENS IN THE WORLD

DWG NUMBER: EMPERADOR MARBLE BRONZE FINISH

7 1/8" 3/4"

DATE:

OCT, 09, 2014

SCALE:

1 :20 A3 PAPER SIZE

2 7/8"

1'-11 5/8" 1/4"

1'-0 7/8"

3'-1 3/8"

3/8"

FRONT / BACK / SIDE

1 5/8"

7 1/8"

1'-5 1/2"

3/4"

MATT LACQUARED FARROW & BALL 211 STONY GROUND

1/4"

LAMINAM GRES FILO ORO MM 3

SECTION 1

SIDE 3/4"

FRONT

1/4"

5/8"

SEE COLUMN DETAIL

1 5/8" 1'-9 5/8"

DESCRIPTION

FURNITURE

ITEM:

3/4"

1'-7 5/8"

11 3/8"

3'-1 3/8"

2 3/4"

1'-9 5/8"

1'-11 5/8"

1'-8 1/8"

REV DATE

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

2 1/8" 1'-11 5/8"

3/8"

EMPERADOR MARBLE

92 째

째 2 9 2 7/8" DIA

COLUMN DETAIL

BRONZE FINISH

7 1/8"

DIA

SECTION 1

STRUCTURAL ENGINEER

2 1/4"

MATT LACQUARED FARROW & BALL 211 STONY GROUND

PAOLO BRANDO ARCHITETTO www.archibrando.com

1'-10 7/8"

ACOUSTICAL CONSULTANT

DIA

1'-6 7/8" 3/8"

AV SYSTEM CONSULTANT

MEP ENGINEER

1 5/8"

3/8"

1'-7 5/8"

3/8"

3/4"

1'-3 1/8"

DIA

LIGHTING DESIGNER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY K3 SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

BRONZE FINISH

SHORT HILLS

7 1/8"

째

BACK

TOP VIEW

88 째

1/4"

3 1/8"

1/4"

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

TOP VIEW

DRAWING BY

CKD BY

DWG No.

A-413 SCALE

1" = 1'-0"

SHEET

THE FINEST LINENS IN THE WORLD

DWG NUMBER:

SEE DWG 24 FOR HOOKS

4'-3 1/8"

DATE:

OCT, 09, 2014 1 :20 A3 PAPER SIZE

5'-6 7/8"

6'-0 7/8"

6'-10 5/8"

4 1/8"

SCALE:

4 1/8"

HIDDEN FIXING

REV DATE

3 7/8"

DESCRIPTION

FURNITURE 200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

BRONZE FINISH STRUCTURE CM 2,5 X 2,5

SHORT HILLS

PLAN EXTRACT WITH PILASTER

ITEM:

BRONZE FINISH STRUCTURE CM 2,5 X 2,5

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY L1, L2 SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

1'-3 3/4"

PAOLO BRANDO ARCHITETTO www.archibrando.com

3 7/8"

2'-3 1/2"

DRAWING BY

CKD BY

DWG No.

A-414 SCALE

1" = 1'-0"

SHEET

23 THE FINEST LINENS IN THE WORLD

DWG NUMBER: 4'-3 1/8"

DATE:

OCT, 09, 2014 1 :20 A3 PAPER SIZE

5'-6 7/8"

6'-10 5/8" 4'-3 1/8"

5'-6 7/8"

6'-10 5/8"

4 1/8"

SCALE:

4 1/8"

HIDDEN FIXING

REV DATE

DESCRIPTION

FURNITURE

3 7/8"

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

SHORT HILLS

PLAN EXTRACT WITH PILASTER

ITEM:

BRONZE FINISH STRUCTURE CM 2,5 X 2,5

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY L3, L4 SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

1'-3 3/4"

PAOLO BRANDO ARCHITETTO www.archibrando.com

3 7/8"

2'-3 1/2"

DRAWING BY

CKD BY

DWG No.

A-415 SCALE

1" = 1'-0"

SHEET

23B OCT, 09, 2014 1 :20 A3 PAPER SIZE

THE FINEST LINENS IN THE WORLD

DWG NUMBER: DATE: SCALE:

4 1/8"

6'-10 1/8"

HIDDEN FIXING

REV DATE

DESCRIPTION

FURNITURE 200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

SHORT HILLS

2'-7 7/8"

4'-0 5/8"

5'-5 3/8"

ITEM:

BRONZE FINISH STRUCTURE CM 2,5 X 2,5

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY L5 SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

PAOLO BRANDO ARCHITETTO www.archibrando.com

MEP ENGINEER

DRAWING BY

CKD BY

DWG No.

A-416 SCALE

1" = 1'-0"

SHEET

1/8"

DATE:

OCT, 09, 2014 1 :20 A3 PAPER SIZE

3 7/8" DIA

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

SCALE:

1 5/8"

FARROW & BALL 211 STONY GROUND

1/8"

THE FINEST LINENS IN THE WORLD

DWG NUMBER:

1 1/4"

5/8"

2 3/4" DIA

5/8"

3/8"

3 7/8" DIA

SIDE

SHORT HILLS

FRONT

DESCRIPTION

FURNITURE 200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

ITEM:

REV DATE

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

TOP VIEW

THROWS HOOKS

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY L SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

3 7/8" DIA

PAOLO BRANDO ARCHITETTO www.archibrando.com

3/8"

1 1/4"

MEP ENGINEER

DRAWING BY

CKD BY

DWG No.

A-417 SCALE

NTS

SHEET

THE FINEST LINENS IN THE WORLD

DWG NUMBER:

BRONZE FINISH STRUCTURE 1" x 1"

DATE:

OCT, 09, 2014

SCALE:

1 :20 A3 PAPER SIZE

5'-8 1/2"

7'-1 7/8"

8'-7 1/8"

1'-4 3/8"

4 1/8"

HIDDEN FIXING

BRONZE FINISH STRUCTURE 1" x 1"

DESCRIPTION

FURNITURE

ITEM:

REV DATE

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY M SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

BRONZE FINISH STRUCTURE 1" x 1"

PAOLO BRANDO ARCHITETTO www.archibrando.com

3'-7 1/4"

SHORT HILLS

7'-6 1/4"

DRAWING BY

CKD BY

DWG No.

A-418 SCALE

1" = 1'-0"

SHEET

26 THE FINEST LINENS IN THE WORLD

DWG NUMBER: 2 3/4" 3'-7 3/4"

MATTRESS 5'-3" x 6'-6 3/4" x 11 3/4"

3/4"

HORIZONTAL SECTION TOP VIEW

6'-8 3/8" 3 1/8"

OCT, 09, 2014

3/4"

1'-3 3/4"

2" 2 3/4"

3/4"

1 :20 - 1:5 A3 PAPER SIZE

1'-11 5/8"

DATE:

SCALE:

1'-11 5/8"

2'-2 3/4"

1'-11 5/8"

6'-6 3/4" 3/4" 1"

3/4"

2'-11 3/8"

3/4"

2 3/8"

1'-11 5/8"

FURNITURE

DESCRIPTION

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

6'-8 3/8" MEP ENGINEER

SECTION 2 1'-0 1/4"

PAOLO BRANDO ARCHITETTO www.archibrando.com

SECTION 1 3 1/8"

3 1/8"

3/4" 1 5/8" 3/4"

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY N SEAL

HEADBOARD DETAIL

UPHOLSTERED ELEMENTS FINISHING IN IVORY LEATHER

ALL STRUCTURE IN NATURAL WOOD TABU VENEER "LATI 86 / 023 "

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

6'-6 3/4"

SHORT HILLS

5'-4 5/8"

5'-2 5/8"

5'-6 7/8"

5'-3"

5'-4 5/8"

ITEM:

REV DATE

5'-6 7/8"

4'-1 1/4"

DRAWING BY

CKD BY

DWG No.

A-419 SCALE

1" = 1'-0"

SHEET

2 3/4"

1'-6 7/8"

2'-2 3/4"

FRONT

2 3/4"

6'-8 3/8"

OCT, 09, 2014

1'-6 7/8"

1 :20 A3 PAPER SIZE

SIDE

DATE:

4 3/8"

SCALE:

1'-3 3/4"

7 7/8"

3 1/2"

4'-1 1/4"

5'-1 3/8"

4'-1 1/4"

2 3/4"

THE FINEST LINENS IN THE WORLD

DWG NUMBER:

5'-6 7/8"

5'-6 7/8" 2 3/4"

CONFALONIERI RECESSED HANDLE MB 09046 SILVER FINISH

5'-1 3/8"

2 3/4"

1'-0 1/4"

SHORT HILLS

VERTICAL SECTION 5'-6 7/8" 2 3/4"

5'-1 3/8"

2 3/4"

1'-0 1/8"

2'-5 3/4"

9 1/2"

3/4"

DESCRIPTION

FURNITURE 200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

1'-2 1/8"

11 3/4"

ITEM:

REV DATE

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

2'-11 3/8" 3'-1 7/8"

ALL STRUCTURE IN NATURAL WOOD TABU VENEER "LATI 86 / 023 "

BACK

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY N SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

UPHOLSTERED ELEMENTS FINISHING IN IVORY LEATHER

1'-0 1/8"

2'-5 7/8"

DRAWERS WITH UNIDIRECTIONAL WHEELS

PAOLO BRANDO ARCHITETTO www.archibrando.com

MEP ENGINEER

DRAWING BY

CKD BY

DWG No.

A-420 SCALE

1" = 1'-0"

SHEET

28 THE FINEST LINENS IN THE WORLD

DWG NUMBER: 9"

1'-3

DATE:

OCT, 09, 2014 1 :20 A3 PAPER SIZE

332'-2 3/4"

SCALE:

3 7/8"

SIDE

2 3/4"

1'-3 3/4"

1'-1"

2'-4 1/8"

2'-6 7/8"

3'-7 1/4"

1/2"

4 3/4"

3 7/8"

COVERED IN IVORY LEATHER

DESCRIPTION

FURNITURE 200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

2'-2 3/4"

1'-3 3/4"

SHORT HILLS

5'-3"

5'-10 7/8"

FRONT

2 3/4"

1'-1"

3 7/8"

3'-7 1/4"

ITEM:

REV DATE

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

3 7/8"

MATTRESS 5'-1 3/8" x 5'-3" x 11 3/4"

9 1/8"

PAOLO BRANDO ARCHITETTO www.archibrando.com

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY N1

5'-4 5/8" SEAL

DATE

TOP

12 BID /0 S 5/ E 20 T 14

PROJECT No. DRAWING BY

CKD BY

DWG No.

A-421 SCALE

1" = 1'-0"

SHEET

THE FINEST LINENS IN THE WORLD

3 1/8"

DWG NUMBER:

INTERNAL TOP IN EMPERADOR BROWN MARBLE WITH FINISHED EDGE

OCT, 09, 2014 1 :20 A3 PAPER SIZE

1'-0"

6 3/4"

2' 5 1/2"

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

DATE:

FRONT / BACK

SCALE:

1'-1 5/8"

1'-2 5/8"

2'-7 1/2"

1'-0 5/8"

2'-8 1/4"

1'-3"

2" 3/4"

3 1/8"

INTERNAL TOP IN EMPERADOR BROWN MARBLE WITH FINISHED EDGE

2'-5 1/8"DIA

3 1/8"

SIDE

INTERNAL TOP IN EMPERADOR BROWN MARBLE WITH FINISHED EDGE

BACK 1 3/8"

2 3/8"

2'-11 3/8"DIA

3/8"

1'-4 7/8"

/8"

1'-

PLAN

2 3/8"

DETAIL 2 3 1/8"

SHORT HILLS

3 1/8"

FURNITURE

TOP VIEW

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

ITEM:

9 3/4"

9 3/8"

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

DESCRIPTION

REV DATE

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

/8" 47

/8"

2'-3 5/8"

SECTION 1

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY O SEAL

DATE PROJECT No.

DETAIL 1

12 BID /0 S 5/ E 20 T 14

1'-

/8"

/4"

1'-

1'-4 7/8"

PAOLO BRANDO ARCHITETTO www.archibrando.com

MEP ENGINEER

DRAWING BY

CKD BY

DWG No.

A-422 SCALE

1" = 1'-0"

SHEET

30 THE FINEST LINENS IN THE WORLD

1 1/8"

1 3/8"

3/8"

5/8"

1 7/8"

3/8"

5/8"

TO BE SCREWED TO DRAWERS / DOORS FRONT FROM INTERNAL SIDE

DWG NUMBER:

BRONZE WROUGHT IRON

1'3/4"

FRONT

SIDE

OCT, 09, 2014

3/8"

1 3/4"

FRETTE HANDLE

1 :20 A3 PAPER SIZE

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

DATE:

BRONZE FINISH

SCALE:

BRONZE FINISH ENGRAVED IRON PLATE

3/8"

1'-3"

3/8"

1'- 3 3/4"

BRONZE FINISH ENGRAVED IRON PLATE

1 7/8"

TO BE SCREWED TO DRAWERS / DOORS FRONT FROM INTERNAL SIDE

FRONT

R0,5 2 3/4"

5/8"

1 1/8"

SIDE

SHORT HILLS

BRONZE WROUGHT IRON

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

ITEM:

TOP VIEW

DESCRIPTION

HANDLE DETAIL

REV DATE

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY HANDLE DETAILS SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

TOP

FRETTE KNOB

PAOLO BRANDO ARCHITETTO www.archibrando.com

5/8"

1 1/8"

MEP ENGINEER

DRAWING BY

CKD BY

DWG No.

A-423 SCALE

NTS

SHEET

31 THE FINEST LINENS IN THE WORLD

BRONZE IRON SLATS FOR SUPPORT TO FIX TOGETHER BOTH TABLE SIDES BRONZE METAL MESH WITH STUDS PERIMETRAL STRUCTURE

DATE:

OCT, 09, 2014 1 :1 A0 PAPER SIZE

THICKNESS APPROX CM 1

SCALE:

BRONZE WROUGHT IRON TRELLIS PATTERN WITH STUDS

SHORT HILLS

THICKNESS APPROX 3/8"

DESCRIPTION

FRETTE DETAIL 200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

ITEM:

REV DATE

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

BRONZE SUPPORT ADJUSTABLE FEET

FRONT

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS DISPLAY LEG DETAILS SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

SIDE

PAOLO BRANDO ARCHITETTO www.archibrando.com

MEP ENGINEER

DRAWING BY

CKD BY

DWG No.

A-424 SCALE

NTS

SHEET

40 THE FINEST LINENS IN THE WORLD

DWG NUMBER: 1 5/8"

DATE:

NOV, 05, 2014 1 :20 A3 PAPER SIZE

5'-6 1/8"

2'-7 1/2"

2'-3 5/8"

8 7/8"

9 1/8"

2'-3 5/8"

9 1/8"

4'-0 7/8"

5'-0"

1 5/8"

1'-11 1/2"

SCALE:

1 5/8"

CL WALL MTD ELECTRICAL DRVICES (SEE PLANS)

11 3/4"

1'-9 5/8"

RECESSED 360째 WHEELS

CONFALONIERI RECESSED HANDLE MB 09046 SILVER FINISH

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS BOH - DISPLAY P SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

TOP VIEW

LIGHTING DESIGNER

1'-4 1/2" 1'-8 5/8"

6'-6"

1 3/4"

3/8" 1'-11 5/8"

1'-9 5/8"

1'-10 5/8"

11 3/4"

1'-11 5/8"

SHORT HILLS

2'-3 5/8"

7 5/8"

DRAWER OFFICE BOX, DESK AND SHELVES TO BE FINISHED IN HPL LAMINATE ARPA 0247/R

TOILET FURNITURE

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

PAOLO BRANDO ARCHITETTO www.archibrando.com

SHELVES AND WORKING TOP TO BE FIXED TO WALL WITH INVISIBLE SYSTEM

ITEM:

SECTION 1

1'-9 5/8"

5 5/8"

FRONT

DESCRIPTION

REV DATE

DRAWING BY

CKD BY

DWG No.

A-431 SCALE

1" = 1'-0"

SHEET

41 NOV, 05, 2014 1 :20 A3 PAPER SIZE

THE FINEST LINENS IN THE WORLD

DWG NUMBER:

째

DATE:

119

SCALE:

2 3/4"DIA

MATT LACQUARED FARROW & BALL 211 STONY GROUND

1/8"

FRONT

SIDE

2 3/4"DIA

TOP VIEW

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

TOILET FURNITURE

DESCRIPTION

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS BOH - DISPLAY Q SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

MATT LACQUARED FARROW & BALL 211 STONY GROUND

PAOLO BRANDO ARCHITETTO www.archibrando.com

SHORT HILLS

ITEM:

REV DATE

DRAWING BY

CKD BY

DWG No.

A-432 SCALE

NTS

SHEET

42 THE FINEST LINENS IN THE WORLD

DWG NUMBER: DATE:

FRONT

SIDE

COVERED IN IVORY LEATHER

7 7/8"

1'-3 3/4"

7 7/8"

NOV, 05, 2014 1 :10 A3 PAPER SIZE

SHORT HILLS

NATURAL WOOD TABU VENEER "LATI 86 / 023 "

TOILET FURNITURE

1'-2 1/8"

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

2 3/8"

DESCRIPTION

REV DATE

ITEM:

2'-5 7/8"

1'-7 5/8"

3/4" 1'-0 5/8"

3/4"

1'-0 5/8"

3/4"

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

2'-7 1/2"

STORAGE SPACE INSIDE

TOP VIEW

PAOLO BRANDO ARCHITETTO www.archibrando.com

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

DRAWING TITLE

MILLWORK DETAILS BOH - DISPLAY R

VERTICAL SECTION

SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

1'-7 5/8"

6 1/4"

1'-3 3/4"

6 1/4"

2'-7 1/2"

SCALE:

COVERED IN IVORY LEATHER

DRAWING BY

CKD BY

DWG No.

A-433 SCALE

2" = 1'-0"

SHEET

43 THE FINEST LINENS IN THE WORLD

DWG NUMBER: MATT LACQUARED FARROW & BALL 211 STONY GROUND

2'-2 3/8"

DATE:

NOV, 05, 2014

SCALE:

1'-2 3/8"

SIDE

1'-3 3/4"

1 :20 A3 PAPER SIZE

SECTION 1

1'-3 3/4"

SHORT HILLS

2'-7 1/2"

TOP VIEW

TOILET FURNITURE

FRONT

200 EAST LONG LAKE ROAD, SUITE 300 BLOOMFIELD HILLS, MI 48304-2324

MATT LACQUARED FARROW & BALL 211 STONY GROUND

DESCRIPTION

REV DATE

ITEM:

4 7/8"

3'-10"

1 3/8"

7'-4"

7'-0"

1'-4 7/8"

HPL LAMINATE ARPA 0247/R

2'-7 1/2"

LIGHTING DESIGNER

AV SYSTEM CONSULTANT

ACOUSTICAL CONSULTANT

STRUCTURAL ENGINEER

MEP ENGINEER

1 3/8"

3/4"

INTERIOR DESIGNER

ARCHITECT 444 CENTRAL PARK WEST NEW YORK, NEW YORK 10025 TEL 212.865.5661 FAX 212.865.5707 richardhlewis@richardhlewis.com PROJECT

SPACE #B-252 DRAWING TITLE

MILLWORK DETAILS BOH - DISPLAY S

SEE KNOB DETAIL DWG N. 29

SECTION 1

THE MALL AT SHORT HILLS 1200 MORRIS TURNPIKE SHORT HILLS, NJ 07078

SEAL

DATE PROJECT No.

12 BID /0 S 5/ E 20 T 14

PAOLO BRANDO ARCHITETTO www.archibrando.com

1 3/8"

1'-2 5/8"

1'-3 3/4"

3/8"

2'-4 3/4"

DRAWING BY

CKD BY

DWG No.

A-434 SCALE

1" = 1'-0"

SHEET