the shops at midtown miami
advertisement
F TENANT I F N/A I *** CERTIFICATE OF INSURANCE WALL FIXTURE SYSTEM & HARDWARE *** HAZMAT ABATEMENT INC. ASBESTOS REMOVAL FLOOR FIXTURE SYSTEM & HARDWARE *** UTILITIES TRANSFERRED @ TURNOVER STOCK SHELVING SYSTEM & HARDWARE *** BARRICADE IF REQ'D BULLETIN BD, SAFE, LOCKER, MGR CHAIR DEMOLITION AS REQ'D BREAK ROOM TABLE & CHAIRS BUILDING SHELL BREAK ROOM REFRIG, MICROWAVE FINAL CLEAN UP READY FOR OCCUPANCY BREAK RM. MILLWORK CERTIFICATE OF OCCUPANCY SLATWALL SEISMIC ENGINEERING AND PERMITS F TENANT I F REMARKS N/A I COMPACTED FILL VAPOR BARRIER FLASH PATCH AS REQ'D EXPANSION JOINTS IF APPLICABLE FLOOR PENETRATIONS / PATCHING SLAB PREPARATION FLASH PATCH AS REQ'D ROOF PENETRATIONS / PATCHING I TRAVEL DISTANCE = 229' (1) BREAKAWAY SLIDING DOOR = 72" EGRESS CAPACITY =360 OCCUPANT ALLOWABLE EGRESS CAPACITY SEPARATED MIXED USE BUILDING ALLOWABLE BUILDING AREA: NOT LIMITED (TABLE 503) ALLOWABLE BUILDING HEIGHT: NOT LIMITED (TABLE 503) FIRE RESISTANCE RATING OF STRUCTURAL ELEMENTS: (TABLES 601 AND 705.1.2) M TENANT (M) MERCANTILE USE PER FBC TABLE 1004.1.1: (M) MERCANTILE 10,831 S.F. = 362 OCCUPANTS P.O.F. P.O.F. NEW FIRE EXTINGUISHER K.9 P.O.F. VEND A.T.M. P.O.F. UP OCCUPANCY SEPARATION - EXISTING BETWEEN GARAGE AND ANY OCCUPANCY (NFPA 88A, 4.1.3) TENANT SEPARATIONS BETWEEN LIKE OCCUPANCIES (704.3.1) STORAGE AND TRASH COLLECTION ROOMS IN RESIDENTIAL OCCUPANCY (410.2.2) FIRE RATED SEPARATION 2-HOUR PARTITION, 1-1/2-HOUR DOOR 1-HOUR PARTITION, 3/4-HOUR DOOR 1-HOUR PARTITION, 3/4-HOUR DOOR FIRE RESISTANCE RATING OF STRUCTURAL ELEMENT: BUILDING ELEMENT:- EXISTING FIRE RESISTANCE RATING: 602.2 Type I A Construction - Building elements are of noncombustible materials. Table 601 - For Type I A Construction Structural Frame 3 HOUR Bearing Walls, Int. and Ext. 4 HOUR Non-bearing walls 0 HOUR Floor Construction 3 HOUR Roof Construciton 1-1/2 HOUR Occupancy Seperation 1 HOUR K.7 K EXISTING (2) HOUR RATED WALL TRAVEL DISTANCE = 96' (1) 36" DOOR = 36" EGRESS CAPACITY =180 OCCUPANT ALLOWABLE EGRESS CAPACITY DAMPERS & GRILLES FIRESTOPPING AS REQ'D BY CODE TOILET RM. EXHAUST FAN SMOKE DETECTORS AS REQ'D ENERGY MANAGEMENT SYSTEM (EMS) PATCH & REPAIR AS REQ'D G.C. E F TENANT I F N/A METAL STUDS/GYPSUM BOARD PATCH & REPAIR AS REQ'D BLOCKING FIRE RETARDANT TYPE AS REQ'D CEILINGS G.C. E F TENANT I F I UP NEW FIRE EXTINGUISHER EXISTING (2) HOUR RATED WALL P1-01 P2-01 PLUMBING FLOOR PLAN PLUMBING NOTES, ISOMETRICS & DETAILS *USE GROUP = (M) MERCANTILE REQUIRED BALLOON NET G.C. E F TENANT I F N/A WATER CLOSETS 1 PER 500 OCCUPANTS= URINALS <67% OF TOTAL LAVATORIES 1 PER 750 OCCUPANTS= SERVICE SINK DRINKING FOUNTAIN 1 PER 1000 OCCUPANTS= 1 MALE FEMALE STAFF TOTAL 1 1 - 2 0 1 1 NOTES 0 1 - 2 - 1 1 1 REMARKS I E1-01 E1-02 E2-01 (2) TWO HOUR FIRE RESISTANCE RATED WALL (3) THREE HOUR FIRE RESISTANCE RATED WALL *** FA1-01 FIRE ALARM PLAN A.F.C. A.F.F. AL B.O. B.B. BD BLDG BLK BLKG C.H. C.R. CAB CLR COL CONST CONT DIA DIM DR DTL DWG DWR ELEC EQ ELEV EWC EXG EXT F.S. FIN FIXT FL ABOVE FINISHED CEILING ABOVE FINISHED FLOOR ALUMINUM BY OTHERS BULLETIN BOARD BOARD BUILDING BLOCK BLOCKING CEILING HEIGHT CASH REGISTER CABINET CLEAR COLUMN CONSTRUCTION CONTINUOUS DIAMETER DIMENSION DOOR DETAIL DRAWING DRAWER ELECTRIC EQUAL ELEVATION ELECTRIC WATER COOLER EXISTING EXTERIOR FULL SIZE FINISH FIXTURE FLOOR FR G.C. G.H. GA G.F.I. GL GYP.BD. HD HDW HDWD HGT HORIZ I.D. INT L.L. M MATL MAX MECH MFR MIN MISC MTD MTL N.A. N.I.C. N.T.S. NAT.FIN.WD O.C. o/c O.D. OPNG OPP FITTING ROOM GENERAL CONTRACTOR GARMENT HANGER GAUGE GROUND FAULT INTERRUPT GLASS GYPSUM BOARD HEAVY DUTY HARDWARE HARDWOOD HEIGHT HORIZONTAL INSIDE DIMENSION INTERIOR LANDLORD MIRROR MATERIAL MAXIMUM MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE NATURAL FINISHED WOOD ON CENTER OUTSIDE DIMENSION OPENING OPPOSITE +/PART PART'N PLWD POL P.O.S. PT PTD R.H. REINF REMV REQ'D REV RM S.F. S.S. SECT SIM SL.DR. SPEC STD STL ST.STL. STRUC SUSP T.R. TEL TYP VERT W.C. WD PLUS OR MINUS PARTIAL PARTITION PLYWOOD POLISHED POINT OF SALE PAINT PAINTED RIGHT HAND REINFORCED REMOVEABLE REQUIRED REVISION ROOM SQUARE FEET SERVICE SINK SECTION SIMILAR SLIDING DOORS SPECIFICATION STANDARD STEEL STAINLESS STEEL STRUCTURAL SUSPENDED TIME RECORDER TELEPHONE TYPICAL VERTICAL WALL COVERING WOOD COL. EX. SECTION OR DETAIL DESIGNATION LETTER OR NUMBER - XXXX STANDARD DOOR NUMBER SYMBOL NEW COLUMN EXISTING STANDARD EXTERIOR LINE COLUMN LINE ELEVATION TAG DRAWING NUMBER ON WHICH ELEVATION APPEARS; OR IS MARKED - ROOM NAME DRAWING NUMBER ON WHICH SECTION OR DETAIL APPEARS - SECTION OR DETAIL DESIGNATION LETTER OR NUMBER NEW DOOR ADDITIONAL INFORMATION EXISTING DOOR - TITLE - SCALE: DRAWING SHEET NUMBER ON WHICH SECTION OR DETAIL APPEARS STANDARD REVISION TRIANGLE AND BUBBLE ELEVATION DESIGNATION NUMBERS 1 XXXX STANDARD ROOM NAME TEXT AND SYMBOL WGL- GLAZING TYPE INC. FRAMES DOORS: TRAFFIC & HARDWARE INC. FRAMES LOCKSETS: DETEX *** *** G.C. TENANT - 3 DRAWING SHEET NUMBER ON WHICH DETAIL OCCURS STANDARD INTERIOR ELEVATION TAG FURNITURE OR KEY NOTE TAG - WALL TYPE X DEMOLITION TAG X OFFICE ACCESSORY TAG ROOM FINISHES TAG copyright 2011 www.forumarc.com 216.325.7801 fax 216.325.7800 main Architectural Services, LLC Cleveland, Ohio 44113 1138 West 9th Street INSTALL NEW IF REQ'D HOOK UP BY GC LIGHT FIXTURES & LAMPS-SALES AREA *** LIGHT FIXTURES & LAMPS-STOCK AREA *** FINAL SIGN CONNECTION(S) COORD. W/ TENANT VENDOR *** MOTION SENSORS *** DEDICATED RECEPTACLE BY GC *** SOUND SYSTEM & WIRING *** SERVICE DOOR BUZZER / ANNUNCIATOR RING AT OFFICE AND INFLATION STATION *** E F I F N/A E TENANT G.C. F I F N/A REMARKS I ***, UNDER SEPARATE PERMIT DOMESTIC SUPPLY TO PREMISES VENT PIPE TO PREMISES AT MULTI-LEVEL LOCATIONS SUPPLY, VENT, WASTE PIPING EXTEND ALL UTILITY LINES AS REQ'D WATER HEATER GAS PIPING INSTALL NEW IF DAMAGED, OR AS REQ'D AS REQ'D GAS METER AS REQ'D WATER METER G.C. E F FIXTURES/EQUIPMENT TENANT I F N/A REMARKS I LAVATORY ACCESSORIES DRINKING FOUNTAIN CARPET GLUE BY G.C. CONCRETE SLAB SEALER (TRAFFIC) STOCK ROOM ONLY RESILIENT TILE FLOORING *** RESILIENT SHEET FLOORING *** FLOOR DRAIN SLOP SINK/MOP SINK/BREAK ROOM SINK HELIUM FILLING STATION *** INFLATION/TRANSFER STATION EQUIP. *** FIRE PROTECTION VINYL BASE FIRE ALARM SYSTEM MODIFICATONS STONE VENEER TILE, GROUT & MORTAR BRAKE METAL F I F N/A REMARKS I MODIFICATIONS TO LINES/DROPS HEADS FIBERGLASS REINFORCED PANELS (FRP) STOREFRONT TENANT G.C. SPRINKLER BRANCH LINES/DROPS/HEADS FIRE ALARM SYSTEM PRIMER & PAINTING E SPRINKLER MAIN TO PREMISES WALLS & CORNER GUARDS CEILINGS REMARKS I BLADE SIGN (UNDER CANOPY SIGN) EIFS XXXX TEL/DATA TO PREMISE-CONDUIT/WIRE SANITARY WASTE TO PREMISES INTERIOR SIGNAGE MIRROR 4 XX-01 2 METER BASE PLUMBING SERVICE DOOR(S) EQUIPMENT TAG OR CODED NOTE - METER ENERGY MANAGEMENT SYSTEM (EMS) DOORS: HOLLOW MTL, WOOD, HARDWARE PRIMER & PAINTING WINDOW TYPE INSTALL NEW IF REQ'D BUSSWAY WALLS - SERVICE TO PREMISES-SERVICE WIRE COMPUTER CABLING FLOORS ELEVATION DESIGNATION NUMBER INSTALL NEW IF REQ'D POWER POLES TOILET ROOM SIGNAGE ARCHITECTURAL SYMBOL LEGEND SERVICE TO PREMISES-CONDUIT/PULL WIRE SKYLIGHTS FINISHES ABBREVIATIONS REMARKS STOREFRONT SECURITY GRILLE WINDOW DECALS EXIT EGRESS DOOR N/A I SECURITY SYSTEM *** STOREFRONT ELECTRICAL GROUND LEVEL FLOOR PLAN ELECTRICAL LIGHTING PLAN ELECTRICAL NOTES, PANEL & RISER F EXIT/EMERGENCY LIGHTS OVERHEAD ROLLING DOORS SIGNAGE Electrical (1) ONE HOUR FIRE RESISTANCE RATED WALL PROVIDED PER TABLE 403.1 CODE COMPLIANCE KEY FIRE SPRINKLER PLAN I DISTRIBUTION/WIRING DOORS: ACCESS PANELS/DOORS Plumbing F TRANSFORMER STRUCTURAL STEEL FRAMING MECHANICAL PLAN MECHANICAL DETAILS MECHANICAL NOTES & SCHEDULES TENANT G.C. TEL/DATA EQUIPMENT STOREFRONT VESTIBULE AUTOMATIC SLIDING DOORS & FRAMES E REMARKS ACOUSTICAL CEILING TILE AND GRID OPENINGS ELECTRICAL *** TEL/DATA IN PREMISE-CONDUIT/PRE WIRE N/A GYPSUM BOARD AND SUSPENSION S1.01 FS1-01 FIXTURE REQUIREMENT REMARKS I LOCKSETS: "BEST" CORES & KEYS *OCCUPANT LOAD = 362 TESTING & BALANCING AS REQ'D GYPSUM BOARD ALUMINUM STOREFRONT FRAMING SYSTEM M1-01 M1-02 M1-03 AS REQ'D AS REQ'D BY CODE Structural Mechanical SMOKE EVACUATION SYSTEM FIREPROOFING GLAZING: STOREFRONT & SLIDING DOORS NEW FIRE EXTINGUISHER NEW EXIT: ***; INC. T-STAT DUCTWORK & DIFFUSERS TAPING & SPACKLING STRUCTURAL DETAIL SHEET MECHANICAL EQUIPMENT DJS F REMARKS INC. AUDIO & VISUAL ALARMS IF REQ'D BY CODE SHOP DRAWINGS REQ'D FOR PERMIT FIRE ALARM AND SPRINKLER FIRE EXTINGUISHERS/CABINET AS REQ'D BY CODE NOTE: - REFER TO THE NATIONAL ACCOUNT LIST FOR THE COMPANY/CONTACTS FOR ITEMS REQUIRED BY THE TENANT. - THE CONTRACTOR IS RESPONSIBLE FOR THE OFF LOADING OF ALL TENANT REQUIRED/PROVIDED ITEMS. - REFER TO ATTACHED CONSTRUCTION DOCUMENTS FOR SPECIFIC WORK. - THE RESPONSIBILITY SCHEDULE IS INTENDED TO BE USED AS A GUIDE ONLY, AND IS NOT ALL-INCLUSIVE. - ALL PERSONS BIDDING WORK OR CONTRACTED FOR WORK ARE TO REVIEW THESE DOCUMENTS, THE LANDLORD CRITERIA, AND THE EXECUTED LEASE AGREEMENT, IN THEIR ENTIRETY. KEY: E - EXISTING G.C. - GENERAL CONTRACTOR F - FURNISH I - INSTALL N/A - NOT APPLICABLE *** - REFER TO NATIONAL ACCOUNTS LIST LAST SAVED BY: DATE SAVED: NEW EXIT: REMARKS CHECKED BY: I N/A NEUTRAL PIER(S) INTERIOR PARTITIONS N/A I Miami, FL 33127 F TENANT MASONRY SPECIFICATIONS DEMOLITION PLAN AND ELEVATION GROUND LEVEL PLAN AND EXTERIOR ELEVATIONS REFLECTED CEILING PLAN FINISH PLAN INTERIOR ELEVATION AND WALL SECTIONS CONSTRUCTION DETAILS CONSTRUCTION DETAILS FIXTURE DETAILS FIXTURE DETAILS F A A0-01 A0-02 A1-01 A1-02 A1-03 A2-01 A3-01 A3-02 A4-01 A4-02 RC.8 I JLR TYPE 1 A F DRAWN BY: G.C. E IF APPLICABLE INSULATION TENANT G.C. FRAMING / SUPPORTS SLAB INFILL GO-01 E 3401-126 North Miami Ave. CONSTRUCTION TYPE: NON-COMBUSTIBLE (TABLE 601), FULLY SPRINKLERED MECHANICAL ISSUE: MERCANTILE *** G0-01 USE GROUP M DOCK LEVELER/SEAL/LIGHTS CONCRETE SLAB & CURING SEALER BLOCKING Architectural RD *** WORK ORDER: 9-116-54 SEPARATED MIXED USE GROUPS: HYDRAULIC LIFT & PLATFORM LOCATION: CODE COMPLIANCE PLAN *** GRAVEL BASE General Information COVER SHEET - CODE INFORMATION, DRAWING INDEX AND ABBREVIATIONS CART CORRAL DJS G.C. E METAL STUDS 2007 FLORIDA BUILDING CODE SUMMARY Flats East Bank OFFICE MILLWORK & SHELVES 2-23-11 FLOOR CONSTRUCTION ALL MIRRORS DWG. NO. DRAWING INDEX 3. ALL EXTERIOR DOORS, STOREFRONTS, AND WINDOWS BY SEPARATE PERMIT- SEE APPLICABLE N.O.A. ABOVE. INC. STORAGE TUBE HALF-SIDE REF. (NO FREEZER) ISSUED FOR BIDDING AND PERMIT 2. ALL SHOP DRAWINGS REQUIRE APPROVAL IN THE CITY REMARKS A 1. ALL EXTERIOR SIGNAGE BY SEPARATE PERMIT N/A I CASHWRAP & COUNTERS DEMISING PARTITIONS GENERAL NOTES F NTS AUTOMATIC DOORS: MACKENZIE AUTOMATIC DOORS 72 READE STREET NEW YORK, NY 10007 CONTACT: DONALD MATTSON PHONE: (917) 613-8621 TWO PANEL DOORS COMPRISED OF ONE SLIDING DOOR AND ONE STATIONARY SIDE LIGHT, BOTH PANELS ARE BREAKAWAY EMERGENCY EXIT DOORS I SCALE: 2 1/2" WIDE X 5 " DEEP MULLIONS WITH A MAXIMUM GLASS SIZE OF 5'-0" WIDE X 8'-0" TALL F THE SHOPS AT MIDTOWN MIAMINORTH BLOCK: PARTY CITY VISTAWALL - FG5000 STANLEY ACCESS TECHNOLOGIES DURA-STORM 3000 09-0323.26 AUTOMATIC SLIDING DOORS DESCRIPTION TENANT G.C. COVER SHEET - CODE INFORMATION DRAWING INDEX & ABBREVIATIONS 08461 01-0516.12 ALUMINUM STOREFRONT VENDOR & SYSTEM BASIS OF DESIGN DOORS AND HARDWARE: TWIN CITY HARDWARE CO. 723 HADLEY AVE N. OAKDALE, MN 55128 CONTACT: PAUL SCHAAF PHONE: (800) 747-1980 E NB-Retail 126 SUMMARY OF EXT. PRODUCTS WITH MIAMI-DADE NOTICE OF ACCEPTANCE FIXT'R/FURN/EQUIPT PERMITS/FEES/TAXES AS-BUILT/JOB SITE PLANS REQUIRED VENDORS REMARKS BY: FRANYIE ENGINEERS, INC. 10610 N.W. 27 Street Miami, FL 33172 (305) 592-1360 G.C. E DATE: FORUM Architectural Services, LLC Flats East Bank 1138 West 9th Street. Cleveland, OH 44113 (216) 325-7800 Contact: Daniel Sirk GENERAL REQUIREMENTS ISSUES: Developers Diversified Realty 3300 Enterprise Parkway Beachwood, OH 44122 (877) 225-5337 Contact: Roger Bartlett Operations Manager (305) 573-3371 X202 MEP and Structural Engineer PROJECT: PARTY CITY 25 Green Pond Rd. Rockaway, NJ 07866 (973) 983-0888 Contact: John Marcella 08411 PETER F. SPITTLER REGISTERED ARCHITECT FL LIC. NO. AR91705 DWG. TITLE: Architect N.O.A. # -TRACT E 3101 North Miami Avenue Miami, FL 33127 BUILDING(S): Landlord ITEM -TRACT C 3201 North Miami Avenue Miami, FL 33127 RESPONSIBILITY SCHEDULE Tenant CSI # MID BLOCK-WEST SOUTH BLOCKNORTH North Miami Avenue Prepared by: Prepared for: -TRACT A 3401 North Miami Avenue Miami, FL 33127 3250 Midtown Blvd Miami, FL 33127 FORUM NORTH BLOCK - PARTY CITY - TENANT FIT-OUT FEBRUARY 23, 2011 - ISSUED FOR BIDDING AND PERMIT NORTH BLOCK MID BLOCK-EAST -TRACT D N. E. 3 1 S T S t r e e t Miami, Florida Bue na V ista Ave nue N. E. 3 4 T H S t r e e t N. E. 3 6 T H S t r e e t Mixed Use Development PROJECT LOCATION N. E. 3 2 N D S t r e e t THE SHOPS AT MIDTOWN MIAMI Mid tow n B oul eva rd -TRACT B H SAMPLES: 1. SUBMIT THREE COPIES OF SAMPLE TO TENANT'S REPRESENTATIVE FOR APPROVAL WHEN REQUIRED BY INDIVIDUAL SPECIFICATION SECTION. 2. INCLUDE IDENTIFICATION ON EACH SAMPLE WITH FULL PROJECT INFORMATION. F. FIRE CAULKING: 1. ALL SLEEVES, OPENINGS, ETC. THROUGH FIRE RATED WALLS AND FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL. G. ACOUSTICAL INSULATION: 1. PROVIDE AND INSTALL ASTM C665, UNFACED, 0.32 K-VALUE, WIDTHS TO COORDINATE WITH FRAMING FOR FRICTION FIL, THICKNESS SHOWN OR IF NOT SHOWN, FILL CAVITY. DIVISION VIII DOORS & WINDOWS DIVISION III CONCRETE A. PATCHING (WHEN REQUIRED) 1. INSTALL MINIMUM 3000 PSI CONCRETE FILLER AND PATCHING WHERE EXISTING SLAB HAS BEEN REMOVED FOR UNDER SLAB CONDUITS, PLUMBING, ETC. B. CONCRETE SLAB 1. INSTALL MINIMUM 3000 PSI CONCRETE WITH 6" X 6" - W1.4 X W1.4 W.W.F. AT MID LEVEL OVER 6 MIL. VAPOR BARRIER (AT SLAB ON GRADE CONDITIONS OR ADHERE TO LOCAL CODE REQUIREMENTS). INSTALL CONTROL JOINTS AT MAXIMUM 200 SF. DIVISION IV MASONRY A. NO WORK UNDER THIS SECTION UNLESS REQUIRED FOR PROPER CUTTING AND REPAIR OF BUILDING SHELL. IN THIS EVENT ALL WORK SHALL BE PERFORMED TO THE HIGHEST LEVELS OF QUALITY AND CRAFTSMANSHIP AND SHALL BE COORDINATED WITH LANDLORD'S REPRESENTATIVE. A. DOORS AND HARDWARE: 1. FURNISH AND INSTALL ALL DOORS, FRAMES, HARDWARE AND RELATED PARTS AND MATERIALS AS INDICATED ON DRAWINGS AND RESPONSIBILITY SCHEDULE. 2. HOLLOW METAL FRAMES: K.D. MINIMUM 16 GA. SIZE, SHAPE AND PARTITION TYPE PER DOOR SCHEDULE. 3. LABELED DOORS: PROVIDE U.L. LABEL DOORS AND FRAMES PER APPLICABLE STATE AND LOCAL BUILDING CODES, WHERE REQUIRED. 4. FABRICATE AND ERECT TRUE, PLUMB, AND SQUARE AS SPECIFIED AND DETAILED AND AS PER MANUFACTURER'S RECOMMENDATIONS. 5. AUTOMATIC SLIDING DOORS, ALUMINUM DOORS AND FRAMES WITH SIDELIGHTS, TRANSCOM AND ACTIVE DOOR LEAVES, OVERHEAD OPERATOR AND EMERGENCY BREAKOUT PER APPLICABLE BUILDING CODES. 6. SEE DOOR SCHEDULE FOR SPECIFIC INFORMATION AND HARDWARE. B. ACCESS DOORS: 1. PROVIDE FLUSH TYPE METAL DOORS MIN 16" X 20", OR AS SPECIFIED ON THE DRAWINGS, MANUFACTURED FORM # 14 GA. STEEL, COMPLETE WITH FLUSH FLANGE TYPE FRAMES MANUFACTURED FROM # 16 GA. STEEL, WITH ANCHORS. 2. INSTALL ACCESS DOORS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED VALVES, AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION AND AS APPROVED BY THE TENANT'S PROJECT MANAGER. 3. ACCESS DOORS SHALL BE SUITABLE FOR INSTALLATION IN THE SPECIFIED WALL AND CEILING MATERIALS. 4. ACCESS DOORS LOCATED IN FIRE-RATED WALLS, FLOORS, CEILING-FLOOR OR CEILING-ROOF ASSEMBLIES SHALL BE UL FIRE RATED LISTED AND LABELED. 5. FINISH TO MATCH ADJACENT SURFACES. 6. PROVIDE KEYED LOCK AT ALL PANELS IN COMMON AREAS. copyright 2011 www.forumarc.com 216.325.7801 fax 216.325.7800 main FORUM Architectural Services, LLC Cleveland, Ohio 44113 1138 West 9th Street Flats East Bank E. RESILIENT SHEET FLOORING: 1. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE 2. ALL EDGE CONDITIONS AT TRANSITIONS TO BE FLOATED UP FOR SMOOTH EVEN TRANSITION. 3. ALL SUBFLOORS TO BE MOISTURE TESTED AND RESULTS COMPARED TO MANUFACTURERS RECOMMENDED INSTALLATION GUIDELINES. ANY PROBLEMS DUE TO MOISTURE TESTING TO BE REPORTED TO TENANT'S REPRESENTATIVE IMMEDIATELY. 4. RESILIENT SHEET FLOORING WITH INTEGRAL 4" HIGH, RADIUSED COVE BASE. SEE FINISH SCHEDULE. 5. FILL ALL CRACKS, JOINTS, ETC., IN SUB-FLOOR WITH CRACK FILLER APPROVED BY FLOORING MANUFACTURER, 6. INSTALL ALL MATERIALS WITH WEATHERPROOF TYPE ADHESIVES AS RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIALS AND SURFACE INVOLVED. F. VINYL COMPOSITION TILE: 1. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE 2. ALL EDGE CONDITIONS AT TRANSITIONS TO BE FLOATED UP FOR SMOOTH EVEN TRANSITION. 3. ALL SUBFLOORS TO BE MOISTURE TESTED AND RESULTS COMPARED TO MANUFACTURERS RECOMMENDED INSTALLATION GUIDELINES. ANY PROBLEMS DUE TO MOISTURE TESTING TO BE REPORTED TO TENANT'S REPRESENTATIVE IMMEDIATELY. 4. 1/8" X 12" X 12" VINYL RESILIENT TILES WITH 4" HIGH X 1/8" THICK, TOP-SET, STRAIGHT VINYL BASE (PRE FORMED CORNERS ARE REQUIRED). SEE FINISH SCHEDULE. 5. FILL ALL CRACKS, JOINTS, ETC., IN SUB-FLOOR WITH CRACK FILLER APPROVED BY FLOORING MANUFACTURER, 6. INSTALL ALL MATERIALS WITH WEATHERPROOF TYPE ADHESIVES AS RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIALS AND SURFACE INVOLVED. DJS 2-23-11 VENDOR / NATIONAL ACCOUNT LIST DJS CHECKED BY: A. REFER TO ELECTRICAL DRAWINGS FOR SPECIFICATIONS. JLR DIVISION XVI ELECTRICAL DRAWN BY: A. REFER TO MECHANICAL DRAWINGS FOR SPECIFICATIONS. Miami, FL 33127 B. DEMOLITION: 1. SCOPE OF WORK - THIS PORTION OF THE WORK INCLUDES ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR THE REASONABLY INCIDENTAL TO COMPLETE ALL DISMANTLING, DEMOLTION, AND SALVAGE AS SHOWN AND NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. IN GENERAL, THE ITEMS TO BE PERFORMED UNDER THIS SECTION SHALL INCLUDE, BUT ARE NOT LIMITED TO: REMOVAL OF ALL EXISTING ACOUSTICS AND GYPSUM WALL BOARD, CEILING AND FRAMES, LIGHT FIXTURES, FLOORING, DOORS AND WALLS, FURRED OUT COLUMN ENCLOSURES, AND STOREFRONT AND AS SPECIFIED ON THE DRAWINGS. 2. DISCONNECTION OF SERVICES: a. EXISTING SERVICES THAT WILL BE DISRUPTED BY CONSTRUCTION WORK SHALL BE RE-ROUTED AS NECESSARY TO PROVIDE TEMPORARY CONTINUATION SERVICE. b. DISCONNECTED SERVICES SHALL BE PLUGGED AND SEALED IN AN APPROVED MANNER c. SPRINKLER SHUT DOWN SHALL BE COORDINATED WITH THE BUILDING PRIOR TO EXECUTION OF WORK. 3. ABANDONED ELECTRICAL WIRING: a. CONDUITS AND OTHER UTILITIES ENCOUNTERED IN THE PROGRESS OF THE DEMOLITION THAT ARE TO BE ABANDONED SHALL BE DISCONNECTED AND THE ENDS PLUGGED IN AN APPROVED MANNER. ANY ABANDONED UTILITIES INTERFERING WITH WORK UNDER THIS CONTRACT SHALL BE REMOVED ONLY TO THE EXTENT THAT THEY INTERFERE WITH NEW CONSTRUCTION. E. FIRESTOPPING: 1. PROVIDE AND INSTALL UL TESTED FIRESTOPPING ASSEMBILIES AS ARE APPLICABLE FOR EACH CONDTION ENCOUNTERED. IN THE ABSENCE OF TESTED ASSEMBLIES, PROVIDE FIRESTOPPING ASSEMBLIES AS RECOMMENDED BY THE FIRESTOPPING SYSTEM MANUFACTURER'S STAFF ENGINEERS AND AS APPROVED BY AUTHORITIES HAVING JURISDICTION. 2. PROVIDE FIRESTOPPING MATERIALS AND THICKNESS AS REQUIRED TO MAINTAIN THE FIRE RATINGS OF THE ASSEMBLIES INTO WHICH THE MATERIALS ARE INSTALLED. 3. STRICTLY MATCH UL TESTED ASSEMBLIES. 4. INSTALL FIRESTOPPING WITHOUT GAPS AND VOIDS OF ANY KIND. 5. INSPECT FIRESTOPPING WORK AND REPAIR OR REPLACE WORK WHICH HAS BEEN DAMAGED, DISTURBED, OR REMOVED BEFORE FIRESTOPPING IS CONCEALED OR ENCLOSED. 6. PROVIDE ANCHORAGE ACCESSORIES AND OTHER COMPONENTS AS NEEDED TO PROVIDE COMPLETE, EFFECTIVE FIRESTOPPPING SYSTEMS COMPLYING WITH UL TESTED ASSEMBLIES. DIVISION XV MECHANICAL G. FIBERGLASS REINFORCED PANELS 1/8": 1. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE. 2. PROVIDE AND INSTALL FIBERGLASS REINFORCED PANELS ON SURFACES AS SHOWN ON PLANS. 3. INSTALL PER MANUFACTURER'S INSTRUCTIONS. H. WALK-OFF MAT: T.B.D. (ROLL-UP TYPE) LAST SAVED BY: jaylanr 2/21/2011 11:49 AM DATE SAVED: G. SHOP DRAWINGS & SUBMITTALS: 1. SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH CONTRACTOR REQUIRES, PLUS TWO COPIES, TO TENANT'S REPRESENTATIVE FOR APPROVAL. 2. SUBMITTALS MUST BE SCHEDULED SO AS NOT TO IMPEDE THE PROGRESS OF THE WORK. 3. MARK EACH COPY TO IDENTIFY APPLICABLE PRODUCTS, MODELS, OPTIONS, AND OTHER DATA. SUPPLEMENT MANUFACTURER'S STANDARD DATA TO PROVIDE INFORMATION SPECIFIC TO THIS PROJECT. 4. INDICATE SPECIAL UTILITY AND ELECTRICAL CHARACTERISTICS, UTILITY CONNECTION REQUIREMENTS, AND LOCATION OF UTILITY OUTLETS FOR SERVICE FOR FUNCTIONAL EQUIPMENT AND APPLIANCES. 5. IDENTIFY VARIATIONS FROM CONTRACT DOCUMENTS AND PRODUCT OR SYSTEM LIMITATIONS WHICH MAY AFFECT THE CONSTRUCTION PROGRESS. 6. DIRECT ALL SUBMITTALS TO THE TENANT'S REPRESENTATIVE. A. VERIFY EXISTING CONDITIONS AND LOCATIONS OF UTILITES, ROOF DRAINS, HAVAC EQUIPMENT, ETC. PRIOR TO COMMENCING THE WORK. D. CARPET: 1. REFER TO RESPONSIBILITY SCHEDULE AND FINISH SCHEDULE. 2. ALL EDGE CONDITIONS AT TRANSITIONS TO BE FLOATED UP FOR SMOOTH EVEN TRANSITION. 3. ALL SUBFLOORS TO BE MOISTURE TESTED AND RESULTS COMPARED TO MANUFACTURERS RECOMMENDED INSTALLATION GUIDELINES. ANY PROBLEMS DUE TO MOISTURE TESTING TO BE REPORTED TO TENANT'S REPRESENTATIVE IMMEDIATELY. 4. CARPET AND ADHESIVE SHOULD BE CONDITIONED ON SITE AT A TEMPERATURE OF NO LESS THAN 60 DEGREES. ALL SUBFLOORS MUST BE SMOOTH AND LEVEL, FREE OF DIRT, WAX AND OLD ADHESIVES. NEW CONCRETE MUST BE CURED AND CHECKED FOR MOISTURE AND ALKALINITY. 5. PROVIDE PREMIUM MULTI PURPOSE 1000 ADHESIVE TO ASSURE FULL WARRANTY PROTECTION IN ALL DIRECT GLUE APPLICATIONS. USE A MINIMUM OF 1/8 X 1/8 X 1/8 INCH V NOTCHED TROWEL FOR APPLICATION. ONE GALLON WILL HANDLE 10-15 YARDS OF CARPET. A DRYING TIME OF 30-40 MINUTES IS CRITICAL BEFORE PLACING THE CARPET INTO THE ADHESIVE. 6. SEAMS SHOULD BE CUT FROM THE FACE OR TOP OF THE CARPET (BOTH SEAM CUTS SHOULD FOLLOW THE BLANK SPACE BETWEEN THE TUFT ROWS). ALL SEAMS AND UNPROTECTED EDGES SHOULD GET 1/8" CONTINUOUS BEAD OF SOLVENT FREE SEAM SEALING ADHESIVE ON THE BASE OF THE FIRST EDGE WHERE THE FACE YARN ENTERS THE BACKING. 7. PROVIDE AND INSTALL TRANSITION STRIPS. TRANSITION STRIPS MUST BE NEW MATERIALS AND MUST CONFORM TO ALL CODE REQUIREMENTS AND INDUSTRY QUALITY STANDARDS. 8. COMPLETED INSTALLATION TO BE FREE OF STAINS OR SNAGS DUE TO CONSTRUCTION WORK. A. NO ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WITH TENANT'S REPRESENTATIVE. A F. DIMENSIONS: 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE MEASURED FROM FINISHED FACE TO FINISHED FACE OF MATERIALS, FACE OF STOREFRONT, OR LEASE LINE. 2. VERIFY ALL PROPOSED DIMENSIONS WITH FIELD CONDITIONS. ADVISE TENANT'S REPRESENTATIVE OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND ACTUAL JOB CONDITIONS BEFORE BEGINNING THE WORK. 3. ALL ANGLES SHALL BE 90 OR 45 DEGREES UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DOCUMENTS. DIVISION II SITE CONSTRUCTION D. WATERPROOF MEMBRANE: 1. PROVIDE AND INSTALL A (M) 30 MIL. (MIN.) WATERPROOF MEMBRANE. 2. EXTEND A MINIMUM OF 6" UP VERTICAL SURFACES IN TOILET ROOMS OR AS REQUIRED BY LANDLORD. DIVISION XIV CONVEYING SYSTEMS 3401-126 North Miami Ave. E. CODE COMPLIANCE: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE CERTAIN THAT ALL WORK IS IN COMPLIANCE WITH ALL CODES, ORDINANCES, AND REGULATIONS OF ALL CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION. THIS INCLUDES BUT IS NOT LIMITED TO LOCAL BUILDING CODE REQUIREMENTS, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, O.S.H.A., AND THE BEST TRADE PRACTICES. C. BATT INSULATION: 1. PROVIDE AND INSTALL R-13 FRICTION FIT, FULL BATT INSULATION AS MANUFACTURED BY OWENS-CORNING FIBERGLASS OR EQUAL AT ALL EXTERIOR WALLS AND WHERE INDICATED IN THE DRAWINGS. A. NO ANTICIPATED WORK UNDER THIS SECTION. CONFIRM WITH TENANT'S REPRESENTATIVE. ISSUE: D. QUALITY OF WORK: 1. ALL WORK SHALL BE PERFORMED IN A SAFE AND WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPTED CONSTRUCTION STANDARDS AND O.S.H.A. REQUIREMENTS. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE PLANS UNLESS A VARIANCE IS APPROVED BY THE TENANT AND ALL AUTHORITIES HAVING JURISDICTION. 2. ALL EQUIPMENT AND MATERIALS UNDER THE CONTRACT ARE TO BE NEW UNLESS OTHERWISE SPECIFIED IN THE PLANS. B. ELASTOMERIC CRACK BRIDGING: 1. PROVIDE AND INSTALL ELASTOMERIC CRACK BRIDGING AS MANUFACTURED BY NATIONAL APPLIED CONSTRUCTION PRODUCTS, INC. 800-633-4622 OR APPROVED EQUAL. DIVISION XIII SPECIAL CONSTRUCTION A0-01 5. CLOSE OUT: a. THE FINAL TEN PERCENT RETENTION ON THIS PROJECT MUST INCLUDE SIGNED AND EXECUTED WAIVERS OF LIEN INDICATING 100% COMPLETION AND 100% PAYMENT IN FULL BY ALL SUB-CONTRACTORS AND MATERIAL SUPPLIERS. b. PROVIDE A LIST OF ALL SUBCONTRACTORS, INCLUDING ADDRESS AND PHONE NUMBERS INSTALLED IN A PICTURE FRAME ON BACK OF THE MANAGER'S OFFICE DOOR. c. SUBMIT OPERATION MANUALS, MAINTENANCE INSTRUCTIONS, ETC. d. THE GENERAL CONTACTOR SHALL PROVIDE ASBUILT DRAWINGS TO THE OWNERS REPRESENATIVE THAT REFLECTS ALL CHANGES TO THE PROJECT DURRING THE CORSE OF CONSTRUCTION AT THE COMPLETION OF PROJECT. A. VAPOR BARRIER: 1. PROVIDE AND INSTALL 6 MIL. POLYETHYLENE BELOW ALL REQUIRED PATCH AREAS AT SLAB ON GRADE CONDITIONS AND 4 MIL. POLYETHYLENE AT WALLS THAT RECEIVE BATT INSULATION. C. RECEIVE, ASSEMBLE AND PLACE/INSTALL ALL SALES AREA FIXTURES. WORK ORDER: 9-116-54 4. ALTERNATIVES: a. ACCEPTED ALTERNATIVES WILL BE IDENTIFIED IN OWNER-CONTRACTOR AGREEMENT. b. ALTERNATES MUST BE SUBMITTED WITH BID PROPOSAL, AS SEPARATE ADD OR DEDUCT ITEMS. BASE BID SHALL INCLUDE ALL ITEMS AND MANUFACTURERS AS ENUMERATED ON DRAWINGS AND/OR SPECIFICATIONS. c. COORDINATE RELATED WORK AND MODIFY SURROUNDING WORK AS REQUIRED. DIVISION VII THERMAL & MOISTURE PROTECTION C. PAINTING AND FINISHING 1. PROVIDE A SATISFACTORY FINISH THROUGHOUT, UNLESS SPECIFICALLY STATED OTHERWISE. 2. USE ONLY THE PAINT AND RELATED MATERIALS SPECIFIED. 3. COVER ALL SURFACES THOROUGHLY. IF THE NUMBER OF COATS SPECIFIED DOES NOT ACCOMPLISH THE INTENT, THEN APPLY ADDITIONAL COATS OF SPECIFIED MATERIAL TO GIVE SATISFACTORY COVERAGE. SEE FINISH SCHEDULE. 4. PREPARE BY CLEANING ALL SURFACES FREE OF LOOSE DIRT AND DUST. PREPARE ALL METAL SURFACES IN STRICT ACCORDANCE WITH MANUFACTURERS WRITTEN SPECIFICATIONS. 5. PAINTED DRYWALL TO RECEIVE ONE COAT LATEX PRIMER AND TWO COATS OF SPECIFIED PAINT. TINT PRIMER TO APPROXIMATE SHADE OF THE FINAL COAT TO PRODUCE AN EVEN RESULT IN THE FINISH COAT. DRY ALL COATS THOROUGHLY BEFORE APPLYING SUCCEEDING COATS. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR RE-COAT TIME. SEAL ALL DRYWALL SURFACES BEHIND MIRRORS AND BUILT-IN COMPONENTS. 6. PUTTY ALL NAIL HOLES, COUNTER SUNK SCREWS, BOLTS, CRACKS, ETC. BEFORE APPLYING FINISH. 7. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. 8. BEFORE STARTING FINISH WORK, REMOVE HARDWARE, ACCESSORIES, PLATES, LIGHTING FIXTURES AND SIMILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR SUCH ITEMS. 9. PAINT ALL RADIATION COVERINGS, CONVECTORS, REGISTERS, LOUVERS, GRILLES, EMERGENCY LIGHTS, SPEAKERS, TRIM LIGHTS, EXPOSED PIPING, ACCESS DOORS, VENTS, FIRE EXTINGUISHER CABINETS, EQUIPMENT MOUNTING BOARDS, ETC. UNLESS FACTORY FINISHED. PAINT TO MATCH ADJACENT WORK UNLESS OTHERWISE NOTED OR DIRECTED. 10. MAKE FINISH WORK UNIFORM OR APPROVED FINISH, SMOOTH, FREE OF RUNS, SAGS, AND DEFECTIVE BRUSHING AND CLOGGING. MAKE EDGES OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING. B. RECEIVE, ASSEMBLE AND PLACE OFFICE AND NON-SALES EQUIPMENT AND FIXTURES. REFER TO RESPONSIBILITY SCHEDULE. LOCATION: 3. CHANGE PROCEDURES: a. OWNER'S REPRESENTATIVE WILL ADVISE OF MINOR CHANGES IN THE WORK NOT INVOLVING AN ADJUSTMENT TO CONTRACT SUM/PRICE OR CONTRACT TIME. b. MAINTAIN DETAILED RECORDS OF WORK DONE ON TIME AND MATERIAL BASIS TO SUBSTANTIATE COSTS FOR CHANGES IN THE WORK. c. CHANGE ORDER FORMS: SUBMIT PER THE OWNER'S REPRESENTATIVE'S REQUIREMENTS. d. EXECUTION OF CHANGE ORDERS: OWNER'S REPRESENTATIVE WILL ISSUE CHANGE ORDERS FOR SIGNATURES OF PARTIES AS PROVIDED IN THE CONDITIONS OF THE CONTRACT. e. SUBMIT A UPDATED CONSTRUCTION PROGRESS SCHEDULE. Q. DAMAGED FREIGHT (TENANT FURNISHED MATERIALS): 1. OPEN BOXES/CARTONS WITH OBVIOUS DAMAGE 2. INSPECT FREIGHT BEFORE SIGNING THE FREIGHT BILL, NOTE SPECIFICALLY THE ITEM(S) DAMAGED. 3. AFTER THE DAMAGE IS NOTED ON THE FREIGHT BILL, HAVE CARRIER'S DRIVER ALSO SIGN IN ORDER TO VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF THE DAMAGE. 4. WHEN DAMAGE IS DISCOVERED UPON UNPACKING THE FREIGT, INSPECT ALL PACKING FOR SIGNS OF DAMAGE OR ABUSE. THE FREIGHT BILL IS TO BE NOTED WITH THE SPECIFIED DAMAGE. 5. CONTACT THE TENANT'S REPRESENTATIVE WITHIN 48 HOURS OF TAKING RECEIPT OF MATERIALS TO INFORM THEM OF ANY LOSS. FAX ALL REQUIRED DOCUMENTATION TO TENANT'S REPRESENTATIVE. 6. IF TENANT'S CONTRACTOR FAILS TO FOLLOW THIS PROCEDURE, TENANT'S CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RELATED TO THE REPLACEMENT OF MISSING OR DAMAGED TENANT FURNISHED MATERIALS. B. MILLWORK: 1. RECEIVE AND INSTALL ALL OWNER PROVIDED FINISHED MILLWORK, CABINETS, PANELING, DOORS AND FRAMES, ETC., AS SHOWN ON DRAWINGS OR AS DIRECTED. 2. CUT, FIT, AND INSTALL ALL MILLWORK AND SET PLUM AND TRUE IN ACCORDANCE WITH ASSEMBLY/INSTALLATION DRAWINGS PROVIDED. 3. BACK CUT FLAT TRIM TO PREVENT WARPING. DRILL WHERE NECESSARY TO PREVENT SPLITTING. 4. CONFIRM BLOCKING REQUIREMENTS WITH VENDORS PRIOR TO CLOSING UP ALL ASSEMBLIES. A. REFER TO THE RESPONSIBILITY SCHEDULE. DWG. NO. 2. PAYMENT AND WAIVER OF LIENS: a. PAYMENT APPLICATION FORMS: SUBMIT PER THE OWNER'S REPRESENTATIVE'S REQUIREMENTS. b. UTILIZE SCHEDULE OF VALUES FOR LISTING ITEMS IN APPLICATION FOR PAYMENT. c. ALL PAYMENTS FOR THIS PROJECT ARE TO BE ALLOCATED FOR THIS PROJECT ONLY FOR PAYMENTS TO SUB-CONTRACTORS, MATERIAL SUPPLIERS, AND AGENTS AUTHORIZED BY SPECIFIC CONTRACTORS TO PERFORM WORK OR SUPPLY MATERIALS TO THIS PROJECT. SUBMIT PARTIAL WAIVERS OF LIENS INCLUDING SUBCONTRACTORS AND MATERIAL SUPPLIERS. d. SUBMIT A UPDATED CONSTRUCTION PROGRESS SCHEDULE. P. BACKGROUND COMPUTER-AIDED CONTRACT DESIGN DOCUMENTS: 1. IN THE EVENT THAT THE GENERAL CONTRACTOR OR ANY SUBCONTRACTORS REQUIRE BACKGROUND DRAWINGS, COPIES OF THESE DRAWINGS MAY BE PROVIDED SUBJECT TO THE FOLLOWING CONDITIONS: a. A SEPARATE AGREEMENT TITLED "USE OF COMPUTER-AIDED DESIGN DOCUMENTS" MUST BE SIGNED BY THE CONTRACTOR/SUBCONTRACTOR BEFORE THE TRANSFER OF THE FILES. b. CONTRACTOR MUST AGREE TO USE THE PROJECT FILES ONLY FOR THE LIMITED PURPOSE AS DESCRIBED IN THE AGREEMENT. c. CONTRACTOR MUST AGREE TO REIMBURSE WJCA INC. OR THE TENANT FOR THE USE OF THE DOCUMENTS PER THE AGREEMENT. CONTRACTOR MAY REIMBURSE WJCA INC. DIRECTLY OR MAY AGREE TO CREDIT TENANT AN AMOUNT AGREED UPON WITH ARCHITECT & TENANT'S REPRESENTATIVE. A. CARPENTRY & BLOCKING: 1. BEFORE USING WOOD FRAMING OR BLOCKING OF ANY TYPE, CONFIRM CODE RESTRICTIONS. IF USE OF WOOD IS PERMITTED BY REQUIREMENTS, ADHERE TO THE FOLLOWING GUIDELINES: a. USE NEW LUMBER BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER WHICH IT WAS PRODUCED. b. LAYOUT, CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK. INSTALL BLOCKING, NAILERS, FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS REQUIRED. BRACE, PLUMB, AND LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY SECURE IN PLACE WITH SUFFICIENT NAILS, SPIKES, SCREWS AND BOLTS AS NECESSARY. c. FURNISH AND INSTALL ROUGH AND FINISHED PLYWOOD, FURRING SUPPORTS, ETC. d. FURNISH AND INSTALL ALL ROUGH HARDWARE, ANCHORS, BOLTS, ETC. AS REQUIRED FOR CARPENTRY WORK. e. ALL EXISTING OR NEW WOOD SHALL BE FIRE RETARDANT AND MUST BE IDENTIFIED WITH A UL LABEL CERTIFYING THIS CLASSIFICATION. B. CEILING SYSTEMS 1. FURNISH AND INSTALL CEILING SYSTEMS COMPLETE WITH SUSPENSION SYSTEM AND RELATED ACCESSORIES AS INDICATED ON DRAWINGS. 2. ALL LIGHT GAUGE METAL FRAMING AND CEILING SUSPENSION COMPONENTS FOR SOFFITS, GYPSUM BOARD AND LAY-IN CEILINGS SHALL BE ANCHORED TO THE STRUCTURAL JOISTS AND BEAMS ONLY. PROVIDE AND INSTALL ANY ADDITIONAL FRAMING REQUIRED. 3. SUSPENSION SYSTEMS SHALL BE ADEQUATE TO SUPPORT LIGHTING FIXTURES, CEILING GRILLES, DIFFUSERS, AND OTHER TYPICAL CEILING ACCESSORIES. 4. PROVIDE SYSTEM COMPONENTS FROM SINGLE MANUFACTURER. 5. INSTALL CEILING AND SUSPENSION SYSTEMS IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND ALL APPLICABLE BUILDING CODE REQUIREMENTS. FINISHED CEILING SHALL BE LEVEL, WITH JOINTS SNUG AND SQUARE, AND IN PERFECT CONDITION. 6. MATERIALS AND FINISHES: a. REFER TO REFLECTED CEILING PLAN FOR SPECIFIED MATERIALS AND FINISHES. b. LEAVE ONE CASE OF CEILING TILES FOR LATER REPLACEMENT. c. CEILING, WHERE NOTED ON DRAWINGS, SHALL BE 1 HOUR RATED AND SHALL CONSIST OF CLASS "A" SUSPENSION GRID, HARDWARE, CLIPS, ETC. NECESSARY TO ACHIEVE RATING. DIVISION XII FURNISHINGS ISSUED FOR BIDDING AND PERMIT C. CONTRACT CONSIDERATIONS: 1. SCHEDULE OF VALUES a. SUBMIT A PRINTED SCHEDULE ON FORM INCLUDED WITH BID PROPOSAL. b. INCLUDE A DIRECT PROPORTIONAL AMOUNT OF OVERHEAD AND PROFIT WITH EACH LINE ITEM. c. REVISE SCHEDULE TO LIST APPROVED CHANGE ORDERS, WITH EACH APPLICATION FOR PAYMENT. O. INDEMNIFICATION: 1. TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS THE LANDLORD, TENANT, AND ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING BUT NOT LIMITED TO, ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK, PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY OR TO DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS OF USE RESULTING THEREFROM. DIVISION VI WOOD & PLASTICS A. GYPSUM DRYWALL 1. INSTALL ALL GYPSUM DRYWALL SYSTEMS COMPLETE WITH PARTITION FRAMING, CEILING SUSPENSION SYSTEMS, AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 2. GYPSUM DRYWALL: U.S. GYPSUM 5/8" THICK FIRE CODE SHEETROCK (TYPE "X") PANELS OF STANDARD QUALITY OR EQUAL. 3. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE. 4. ACCESSORIES AND TRIM: U.S. GYPSUM BOARD OR GOLD BOND SYSTEM OF COMPONENTS AND PERFORATED TAPE. ALL METAL TRIM SHALL BE PERFORATED FLANGE TYPE FOR COMPOUND FINISH. 5. PROVIDE A LEVEL 4 FINISH PRIOR TO THE APPLICATION OF THE FINAL FINISHES. REFER TO THE GYPSUM ASSOCIATION GUIDELINES FOR A DESCRIPTION OF THE DESIRED LEVEL. A B. PROTECTION: 1. ERECT A TEMPORARY BARRICADE AT THE STOREFRONT ONLY IF REQUIRED BY THE GUIDELINES.. 2. PROTECT THE PROPERTY OF ADJACENT TENANTS, COMMON AREAS, AND NEUTRAL PIERS AT ALL TIMES. ANY DAMAGE THAT OCCURS AS A RESULT OF DEMOLITION (OR CONSTRUCTION) IS TO BE REPAIRED TO LIKE NEW CONDITION. N. INSURANCE: 1. SECURE, PAY FOR AND MAINTAIN, DURING CONSTRUCTION, ALL OF THE INSURANCE POLICIES REQUIRED. WORK SHALL NOT COMMENCE UNTIL ALL REQUIRED INSURANCE HAS BEEN OBTAINED AND CERTIFICATES OF SUCH INSURANCE HAVE BEEN DELIVERED. LANDLORD MUST BE NAMED AS "ADDITIONAL INSURED". CERTIFICATE OF INSURANCE SHALL COVER WORK PERFORMED BY CONTRACTOR, EACH SUBCONTRACTOR AND ALL MAJOR SUPPLIERS. DIVISION IX FINISHES B. AUDIO SYSTEM 1. REFER TO ELECTRICAL PLANS. 2 PROVIDED BY OTHERS. COORDINATE INSTALLATION WITH TENANT'S VENDOR. NTS A. COORDINATION: 1. OBTAIN A COPY OF THE TENANT CONTRACTOR GUIDELINES HANDBOOK AND COMPLY WITH THE REQUIREMENTS. NOTE IN PARTICULAR THE INSURANCE REQUIREMENTS, UTILITY LOCATIONS, CONSTRUCTION PROCEDURES, TEMPORARY BARRICADE WALLS, CONSTRUCTION MATERIAL STORAGE, HAUL OFF AND PERMIT INFORMATION. 2. COORDINATE WORK WITH WORK OF OTHER TRADES, THE LANDLORD'S FORCES, OTHER TENANT CONTRACTORS, AND TENANT STORE OPERATIONS IN ORDER TO AVOID CONFLICTS AND EXPEDITE THE COMPLETION OF THE PROJECT. 3. FURNISH LABOR, MATERIALS, EQUIPMENT AND APPLIANCES NECESSARY TO COMPLETE THE INSTALLATION OF ALL ITEMS FURNISHED BY OTHERS. M. CLEAN UP AT TURNOVER: 1. PROVIDE A PROFESSIONAL CLEANING SERVICE FOR ALL AREAS OF THE STORE AT THE COMPLETION OF THE PROJECT AND BEFORE TURNING THE PROJECT OVER TO THE TENANT. WORK TO INCLUDE, BUT NOT BE LIMITED TO ALL CEILING SURFACES, FLOOR AND WALL SURFACES, BOTH INTERIOR AND EXTERIOR. THE STORE IS TO BE CLEAN AND READY FOR MERCHANDISING. 2. STOREFRONT IS TO BE CLEAN OF ALL DUST, GLUE, GROUT, AND MISAPPLIED PAINT. 3. HVAC FILTERS TO BE CHANGED FOLLOWING THE CLEANING. G. SUSPENSION SYSTEM 1. PROVIDE AND INSTALL UNISTRUT SPACE FRAME GRID SYSTEM PER MANUFACTURERS SPECIFICATIONS AS REQUIRED FOR LIGHTING, CEILING ACCESSORIES OR MECHANICAL SYSTEMS SUSPENSION. 2. SUPPORT FROM STRUCTURE WITH THREADED RODS AND NUTS AS REQUIRED OR DETAILED. 3. CONTACT UNISTRUT CORPORATION 800-468-9510. A. RECEIVE AND INSTALL PER MANUFACTURER'S INSTRUCTION ALL EQUIPMENT AND FIXTURES. SCALE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE AND OPERATIONAL TENANT SPACE INCLUDING, BUT NOT LIMITED TO ALL FINISHES, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION. L. TRASH REMOVAL: 1. PROVIDE FOR DAILY REMOVAL OF ALL TRASH, RUBBISH AND SURPLUS MATERIALS RESULTING FROM CONSTRUCTION, FIXTURING, AND MERCHANDISING OF THE DEMISED PREMISES. DIVISION XI EQUIPMENT THE SHOPS AT MIDTOWN MIAMINORTH BLOCK: PARTY CITY DIVISION I GENERAL REQUIREMENTS GENERAL CONDITIONS F. EXPANSION JOINTS 1. INSTALL PER PLANS AND MANUFACTURER'S RECOMMENDATIONS. 2. USG 093 FOR CEILINGS AND WALLS, AS MAY BE INDICATED IN THE DRAWINGS. 3. 100 OR 200 SERIES AS REQUIRED FOR APPLICATION (OPTIONAL 1" DEPTH) WITH ELASTOMERIC FILLER TO MATCH FINISH AS MANUFACTURED BY CONSPEC SYSTEMS INC., 877-CONSPEC. PETER F. SPITTLER REGISTERED ARCHITECT FL LIC. NO. AR91705 SPECIFICATIONS SPECIFICATIONS K. UTILITIES: 1. PROVIDE ALL TEMPORARY UTILITIES (INCLUDING, BUT NOT LIMITED TO, WATER, SEWERAGE, ELECTRICAL POWER, FUEL AND TELEPHONES) AND THE COSTS ASSOCIATED WITH THESE. PROVIDE TENANT'S REPRESENTATIVE WITH ALL UTILITY COMPANY NAMES, NUMBERS, CONTACTS AND ACCOUNT NUMBERS (TENANT WILL TRANSFER ACCOUNTS TO THEIR NAME AT TURNOVER).AL E. REVEALS 1. INSTALL METAL REVEALS; SIZE AND LENGTH AS INDICATED ON PLANS. PROVIDE BLOCKING OR BACKING AS REQUIRED TO SECURE IN PLACE. 2. PAINT OR FINISH PER PLANS. C. SIGNS/SIGNAGE: 1. REFER TO ELECTRICAL PLANS. 2. ALL TEMPORARY SIGNS AND BANNERS ARE PROVIDED BY OTHERS. INSTALL ALL TEMPORARY SIGNS AND BANNERS PER OWNER'S DIRECTION. 3. STOREFRONT SIGN PROVIDED BY OTHERS. 4. COORDINATE INSTALLATION WITH TENANT'S VENDOR. NB-Retail 126 6. SEE RESPONSIBILITY SCHEDULE TO CLARIFY RESPONSIBILITES FOR SPECIFIED WORK. D. GLASS AND GLAZING: 1. MIRRORS: a. PROVIDE AND INSTALL 1/4" CLEAR PLATE MIRRORS WITH CONTINUOUS CHROME J-CLIP, "STYLEMARK" #420068 OR EQUAL, ALL SIDES (MITERED CORNERS) AND ADHESIVE RECOMMENDED BY MANUFACTURER. 2. STOREFRONT: a. PROVIDE AND INSTALL 1/2" THICK TEMPERED GLASS (OR AS INDICATED ON DRAWINGS), POLISH ALL EXPOSED EDGES. b. OPENINGS AND SUBSTRATES MUST BE PROPERLY PREPARED TO RECEIVE GLASS. c. PROVIDE AND INSTALL KAWNEER CLEAR GLAZING CLIPS OR BUTTONS, AS REQUIRED BY LOCAL CODE. d. REFER TO DETAILS FOR GLAZING BASE AND HEAD CHANNELS. B. LAVATORY ACCESSORIES: 1. REFER TO ARCHITECTURAL DRAWINGS. 2. INSTALL IN-WALL BLOCKING AS REQUIRED TO PROVIDE ADEQUATE SUPPORT. 3. INSTALL ACCESSORIES OVER FINISHED WALL SURFACE. BY: 5. SECURE AND PAY FOR ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF THE WORK. J. SUPERVISION: 1. PROVIDE A FULL TIME, QUALIFIED SUPERVISOR ON THE JOB SITE. ANY WORK REQUIRED TO BE COMPLETED DURING NON-BUSINESS HOURS SHALL BE INCLUDED IN THE BID. 2. PROVIDE A JOB SITE TELEPHONE AND FAX MACHINE DURING THE CONSTRUCTION PERIOD. NOTIFY TENANT'S REPRESENTATIVE IMMEDIATELY OF TELEPHONE AND FAX NUMBERS. 3. COORDINATE AND SCHEDULE ALL NON-BUSINESS HOUR WORK WITH BUILDING MANAGER. C. STRUCTURAL STEEL, AND/OR HEAVY GAUGE METAL FRAMING 1. INSTALL FRAMING, CONNECTION PLATES, SCREWS, BOLTS, ETC. AS SHOWN IN PLANS AND DETAILS. D. PROTECTIVE CORNER GUARDS 1. PROVIDE AND INSTALL METAL CORNER GUARDS (2"x2"x42") AT ALL OUTSIDE CORNERS OR AS SPECIFIED IN THE PLANS; SPACKLE AND SAND SMOOTH. A. LAVATORY FIXTURES: 1. REFER TO MECHANICAL DRAWINGS. DATE: 4. UPON COMPLETION OF THE WORK, PROVIDE A WALL FRAME WITH CLEAR PLEXI FACE OVER THE MANAGER'S DESK CONTAINING THE CERTIFICATE OF OCCUPANCY. B. METAL STANDARDS 1. FURNISH AND INSTALL PER PLANS AND MANUFACTURER'S RECOMMENDATIONS. C. STOREFRONT: 1. FURNISH ALL NECESSARY MATERIALS, LABOR AND EQUIPMENT FOR THE COMPLETE INSTALLATION OF FRAMING AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. ALL GLASS FRAMING SHALL BE SET IN CORRECT LOCATIONS AS SHOWN IN THE DETAILS AND SHALL BE LEVEL, SQUARE, PLUMB, AND IN ALIGNMENT WITH OTHER WORK IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED SHOP DRAWINGS. 3. PROTECT STORE FRONT FROM DAMAGE BEFORE, DURING, AND AFTER INSTALLATION. DIVISION X SPECIALTIES ISSUES: 3. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, AND/OR EASEMENTS, EXISTING UTILITIES, AND ANY UNDERGROUND OR SURFACE STRUCTURE OR CONDITIONS PRIOR TO COMMENCING THE WORK. A. METAL STUDS 1. 20 GA. MINIMUM AT NON-SALES WALLS, AT STOREFRONT OR WALLS WITH DECKS ABOVE. 2. 25 GA. MINIMUM, AT 16" O.C. MAXIMUM, AT TYPICAL PARTITIONS UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL PROVIDE ALL FASTENERS, SCREWS, BOLTS, CLIPS, ANCHORS, ANGLES, BRIDGES, BRACKETS, SLEEVES, ETC. AS REQUIRED. DIVISION VIII DOORS & WINDOWS (CONT.) PROJECT: 2. ALL DIMENSIONS SHOWN SHALL BE CONSIDERED APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO COMMENCING THE WORK. FAILURE TO DO SO SHALL PLACE FULL RESPONSIBILITY FOR ANY ERRORS UPON THE CONTRACTOR. I. GUARANTEE: 1. A WRITTEN GUARANTEE SHALL BE PROVIDED ON ALL LABOR AND MATERIALS FOR A PERIOD OF NO LESS THAN ONE YEAR FROM THE DATE OF THE SUBSTANTIAL COMPLETION OF THE PROJECT. 2. THE TENANT'S REPRESENTATIVES SIGNATURE AND DATE OF ACCEPTANCE IS REQUIRED IN ORDER TO ACTIVATE THIS GUARANTEE. THIS GUARANTEE SHALL COVER ALL OF THE GENERAL AND SUBCONTRACTOR'S WORK. ALL DEFECTS DISCOVERED DURING THIS GUARANTEE PERIOD SHALL BE REPAIRED TO THE OWNER AND/OR TENANT'S SATISFACTION AT CONTRACTOR'S EXPENSE AT NO COST TO THE OWNER AND/OR TENANT. DIVISION V METALS DWG. TITLE: 1. VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS. BRING ANY DEVIATIONS TO THE ATTENTION OF THE TENANT'S PROJECT MANAGER. DIVISION I GENERAL REQUIREMENTS/GENERAL CONDITIONS (CONT.) BUILDING(S): GENERAL NOTES RC.8 3 4 R15 5 F A2-01 copyright 2011 www.forumarc.com FORUM A2-01 216.325.7801 fax E R14 216.325.7800 main A0-02 RD Architectural Services, LLC A Cleveland, Ohio 44113 Flats East Bank A A1-02 1138 West 9th Street R13 E A2-01 PETER F. SPITTLER REGISTERED ARCHITECT FL LIC. NO. AR91705 16 4 P.O.F. VEND P.O.F. A.T.M. DATE: K.9 UP ELEV. 16 K.7 R14 R13 CORE D FINISH-FLOOR ELEV=+16'-8" N.G.V.D. ELEV. 4 4 FINISH-FLOOR ELEV=+16'-8" N.G.V.D. 3 A SCALE: 1/8" = 1'-0" A0-02 E A2-01 A2-01 A2-01 PARTIAL EAST ELEVATION SCALE: 1/8" = 1'-0" PROJECT: 1 REMOVE AND DISCARD WALL COMPLETE 2 REMOVE HOLLOW METAL DOOR, FRAME AND HARDWARE COMPLETE. COORDINATE SALVAGE WITH LANDLORD 3 REMOVE AND DISCARD PORTION OF EXTERIOR WALL AS NECESSARY T0 INSTALL NEW ENTRANCE COMPONENTS. SEE ARCHITECTURAL AND STRUCTURAL. 2. COORDINATE WORK AND SCHEDULE WITH THE LANDLORD OR DESIGNATED OWNER REPRESENTATIVE. 3. MAKE MODIFICATIONS TO EXISTING CONDITIONS AS REQUIRED TO ACCOMODATE TENANT'S PROTOTYPICAL DESIGN. 4. PROTECT ALL AREAS NOT INCLUDED IN THE WORK. ANY DAMAGE THAT OCCURS AS A RESULT OF THE WORK SHALL BE REPAIRED TO A LIKE NEW CONDITION. NOTIFY THE TENANT PROJECT MANAGER AT ONCE OF ANY UNFORESEEN HAZARD OF ANY KIND BEFORE DEMOLITION IS COMPLETE. THE REMOVAL AND/OR HANDLING OF HAZARDOUS MATERIALS (E.G. - A.C.M.) IS NOT PART OF THIS WORK. IF ANY DISTURBANCE OF HAZARDOUS MATERIAL IS ANTICIPATED BY THIS WORK, AUTHORITIES MUST BE NOTIFIED & PRESCRIBED PROCEDURES MUST BE FOLLOWED. 4 REMOVE AND DISCARD PORTION OF EXTERIOR WALL AS NECESSARY T0 INSTALL NEW OUTSIDE AIR LOUVER. SEE MECHANICAL 5 REMOVE PUSH/PULL HARDWARE FROM EXISTING ENTRY DOORS. COORDINATE SALVAGE WITH LANDLORD. 5. NO ALTERATION'S TO THE EXISTING STRUCTURAL MEMBERS ARE ALLOWED UNLESS SPECIFICALLY APPROVED IN WRITING BY LANDLORD. 6 DEMO EXISTING CONCRETE SLAB AS NECESSARY TO INSTALL NEW PLUMBING. SEE PLUMBING. 6. ALL CONDITIONS AND DIMENSIONS SHOWN ARE FOR REFERENCE ONLY AND MUST BE FIELD VERIFIED AT THE SITE. UPON COMPLETION OF DEMOLITION, ALL CONDITIONS AND DIMENSIONS ARE TO BE CHECKED FOR VARIANCES. REPORT ANY DISCREPANCIES IMMEDIATELY TO THE TENANT PROJECT MANAGER. ANY UNNOTED EXISTING CONDITIONS WHICH MAY CONFLICT WITH THE PROPOSED NEW WORK AND MAY REQUIRE MODIFICATION, RELOCATION AND OR REMOVAL SHALL BE IDENTIFIED AND REPORTED TO THE TENANTS PROJECT MANAGER AT ONCE 7 CUT OFF EXISTING UNUSED CONDUITS FLUSH WITH CONCRETE SLAB. 8 DEMO EXISTING "TEMPORARY" CONCRETE SLAB INFILL. MAINTAIN PERIMETER REBAR TIES TO EXISTING PERMANENT CONCRETE SLAB REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR SCOPE OF NEW WORK AND TO CONFIRM TERMINATION AND/OR REMOVAL OF EXISTING FIXTURES, DEVICES AND SERVICES. 8. ANY MODIFICATION TO EXISTING SPRINKLER SYSTEM MUST BE APPROVED BY LOCAL FIRE MARSHALL AND COORDINATED WITH LANDLORD'S REPRESENTATIVE. 9. COORDINATE WITH ANY LANDLORD VENDOR OR CONTRACTOR TO DETERMINE THE EXTENT OF WORK FOR ROOFING, PLUMBING, FIRE-PROTECTION, SMOKE EXHAUST, ETC ANY INFORMATION SHOWN IS TO BE VERIFIED IN FIELD. 10. MAINTAIN AND/OR REPAIR ALL FIRE RATED ASSEMBLIES AND SEPARATIONS (WALL, FLOOR, CEILING, OR BETWEEN ADJACENT SPACES ETC.) TO MAINTAIN REQUIRED FIRE RATING AS REQUIRED BY ANY CODE OR REGULATION. PROVIDE AND/OR MAINTAIN FIRE STOPPING AS REQ'D BY CODE. 11. REPAIR ANY DAMAGE THAT OCCURS DURING DEMOLITION TO ANY ASSEMBLY SCHEDULED TO REMAIN 12. DO NOT ABANDON ANY UTILITIES OR MATERIALS WITHIN THE LEASED SPACE. REMOVE SERVICE LINES BACK TO SOURCE. 13. ALL DEMOLISHED MATERIALS ARE TO BE REMOVED FROM THE SITE BY APPROVED METHODS. PLAN LEGEND EXISTING CONSTRUCTION ITEMS TO BE REMOVED KEY PLAN SCALE: N.T.S. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AT THE TIME OF THEIR PREPARATION AS DETERMINED BY THE LOCAL AUTHORITIES IN ACCORDANCE WITH THE PROVISIONS OF THE FLORIDA BUILDING CODE 2001 EDITION. LAST SAVED BY: jaylanr 2/23/2011 11:55 AM DATE SAVED: 7. PROJECT A CONFIRM LOCATION OF ALL LEASE LINES WITH LANDLORD PRIOR TO DEMOLITION START. DJS - BUILDING(S): 1. DEMOLITION KEY NOTES DWG. TITLE: DEMOLITION NOTES ISSUE: A0-02 GROUND LEVEL DEMOLITION PLAN F A0-02 1 E Miami, FL 33127 5 102 3401-126 North Miami Ave. SERVICE CORRIDOR LOCATION: RAMP UP FINISH-FLOOR ELEV=+16'-0" N.G.V.D. DWG. NO. 2 SCALE: 1 7 2 THE SHOPS AT MIDTOWN MIAMINORTH BLOCK: PARTY CITY 6 DEMOLITION PLAN AND ELEVATION 1 NB-Retail 126 1 CHECKED BY: 8 8 JLR 1/8" = 1'-0" K DRAWN BY: ISSUES: 106 WORK ORDER: 9-116-54 METER ROOM ISSUED FOR BIDDING AND PERMIT STAIR D R15 A FINISH-FLOOR ELEV=+16'-0" N.G.V.D. 2-23-11 P.O.F. BY: P.O.F. DJS M 1A R14 FORUM E A2-01 RC.8 MIN. R15 LINE OF DEMISING WALL BELOW F C4 C3 C4 C3 C2 A2-01 C4 C2 EQ. 1 '-0" C4 E 1'-0" EQ. PETER F. SPITTLER REGISTERED ARCHITECT FL LIC. NO. AR91705 16 A1 100A C4 C2 EXISTING ROOF A2-01 8'-0" C4 C3 copyright 2011 RC.8 RD www.forumarc.com Flats East Bank R14 1138 West 9th Street A A1-02 Cleveland, Ohio 44113 RD R13 216.325.7801 fax A1-02 216.325.7800 main A Architectural Services, LLC R13 EXISTING COLUMNS ALONG COLUMN LINE 14 DO NOT RECEIVE GYP BD. ENCLOSURE. PATCH EXISTING CONCRETE AS NECESSARY AND PAINT PER FINISH SCHEDULE (TYPICAL AT 3 LOCATIONS) C2 C3 A1 C2 MIN. CART CORRAL - 16 CARTS C2 100 11'-1012" C3 M C3 14'-114" 15'-87 8" 3'- 7 8 SALES AREA M C4 C2 8" X C2 1'-0" NEW MECHANICAL UNITS - SEE MECHANICAL F.E.C. - ALTA 7012 CABINET WITH 3305 EXTINGUISHER A D A2-01 B EXISTING TERRACE A1 C 5'-0" 12'-1" 2'-11" 2'-8" P.O.F. A.T.M. K.9 C2 K.7 EXISTING LIVE/ WORK UNITS C1 C2 UP ELEV. K.7 C2 STAIR D A1-01 FINISH-FLOOR ELEV=+16'-8" N.G.V.D. A1 A1 2 CORE D PARTIAL ROOF PLAN SCALE: 1/8" = 1'-0" 16 ELEV. R15 R14 R13 METER ROOM ALIGN 100 43 4" 103 100B FINISH-FLOOR ELEV=+16'-0" N.G.V.D. SERVICE CORRIDOR RAMP UP A1 FINISH-FLOOR ELEV=+16'-8" N.G.V.D. 14 D 15 A A1-01 PARTIAL EAST ELEVATION A1-01 A1-01 REMOVE BLACKOUT FILM FROM EXISTING WINDOWS AND DOORS. TYPICAL SCALE: 1/8" = 1'-0" GROUND LEVEL PLAN 1 DJS A2 A2 13 JLR OUTSIDE AIR LOUVER, SEE MECHANICAL RELOCATED SITE PLANTER. COORDINATE RELOCATION AND EXACT LOCATION WITH LANDLORD (MAINTAIN CLEARANCE AT DOOR FOR OPERATION) OUTSIDE AIR LOUVER, SEE MECHANICAL GC NOTE: PROVIDE $500 ALLOWANCE TO REPAIR/REPLACE DOOR HARDWARE TO GOOD WORKING CONDITION EXISTING FABRIC AWING SCALE: 1/8" = 1'-0" OUTSIDE AIR LOUVER, SEE MECHANICAL INTERIOR SLAB ON GRADE CONSTRUCTION: 4" THICK SLAB ON GRADE-4000 PSI CONCRETE ON 10 MIL. VAPOR RETARDER REINFORCED W/ #3 @ 14" O.C. EACH WAY ON 4" COMPACTED GRANULAR FILL ON COMPACTED SUB GRADE. SMOOTH FINISH, SEALED. HURRICANE RESISTANT STOREFRONT SYSTEM ALUMINUM BRAKE METAL TO MATCH STOREFRONT STUCCO PIER TO MATCH EXISTING AUTOMATIC SLIDING DOOR 1. INSPECT THE CONDITION OF EXISTING DEMISING PARTITIONS & EXTERIOR GLAZING WALLS AND PROVIDE FULL HEIGHT & FINISHED PARTITION TO UNDERSIDE OF DECK AS REQUIRED. PATCH AND REPAIR TO ACHIEVE OR MAINTAIN REQ'D FIRE RATING - TAPE AND SPACKLE TO PREPARE FOR FINISHES 2. LINEAR FOOTAGE FIXTURE LEGEND SYMBOL DESCRIPTION 144"H PERIMETER WALL FIXTURE SYMBOL DESCRIPTION 4'X10' STOCKROOM SHELVING UPON POSSESSION OF THE PREMISES, DIMENSIONS OF SPACE SHALL BE VERIFIED. G.C. SHALL SUBMIT NOTED DISCREPANCIES TO THE TENANT PROJECT MANAGER AND REQUIRED VENDORS WITHIN 3 DAYS OF THE START OF CONSTRUCTION. E F A2-01 A2-01 DWG. TITLE: STORE DATA CONSTRUCTION NOTES #705 MIDTOWN MIAMI, FL GROUND LEVEL PLAN AND EXTERIOR ELEVATIONS 104 A1 A1 PROJECT: 1 A3-02 A1 MEN'S A1 101B A2 WOMEN'S 102 D CHECKED BY: C3 SALES AREA MGR. OFFICE Miami, FL 33127 2'-0" D WALL MOUNTED FIRE EXTINGUISHER - MODEL 3305 1'-0" 7'-8" E F.E.C. - ALTA 7012 CABINET WITH 3305 EXTINGUISHER D B1 PNL A - 408/277v E C3 NEW CONCRETE SLAB 10'-0" 103 104B A1 A1 102 11'-218" D 104A 8'-0" 101 3'-4" 7" 12'-218" 5'-9" D STOCKROOM 101A 7'-014" 2'-11" 3'-4" B1 AS NOTED 15'-11" A1 SCALE: 100 A1 A1 THE SHOPS AT MIDTOWN MIAMINORTH BLOCK: PARTY CITY 8" K C2 C1 5'-0" 9'-21 C3 C2 C2 SALES AREA A1 C1 ISSUES: MIN. C3 DRAWN BY: 5'-0" 3401-126 North Miami Ave. 4'-33 4" 5'-0" WORK ORDER: 9-116-54 FINISH-FLOOR ELEV=+16'-0" N.G.V.D. 5'-0" LOCATION: 6'-113 4" DJS 13'-418" 2-23-11 2'-03 4"2'-4" 3'-0" 5'-0" K.9 ISSUED FOR BIDDING AND PERMIT 5'-0" VEND A 5'-0" P.O.F. EXISTING SCREENWALL BY: 3'-0" P.O.F. DATE: C1 P.O.F. 126"H FREESTANDING GONDOLA FIXTURE 5. TOTAL: 10,830 SQ FT 84"H FREESTANDING GONDOLA FIXTURE D E S U NOT W/ EXTENSIONS B A1-01 ENLARGED EAST ELEVATION SCALE: 1/4" = 1'-0" 93% 7% 6. PATCH & FIRE STOP G.W.B. PARTITIONS AS REQ'D BY LOCAL CODES. 7. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE. 8. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. 9. ALL PENETRATIONS OF FIRE RESISTIVE FLOORS OR SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UL STANDARDS FOR THROUGH PENETRATIONS FIRE STOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCHITECT. SUCH DRAWINGS SHALL BE AVAILABLE TO ANY CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES DEFINED. 10. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID. 11. PROVIDE & INSTALL BROWN PAPER COVERING APPLIED TO THE STOREFRONT GLAZING DURING MERCHANDISING. VERIFY REQUIREMENTS WITH TENANT PROJECT MANAGER. 54"H FREESTANDING GONDOLA FIXTURE AND 54"H GONDOLA ENDCAP FREESTANDING CARD FIXTURE AND CARD ENDCAP KEY PLAN D E S U NOT 8' INVITATION COUNTER SCALE: N.T.S. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AT THE TIME OF THEIR PREPARATION AS DETERMINED BY THE LOCAL AUTHORITIES IN ACCORDANCE WITH THE PROVISIONS OF THE FLORIDA BUILDING CODE 2001 EDITION. LAST SAVED BY: jaylanr 2/23/2011 11:11 AM DATE SAVED: 10,071 SQ FT 759 SQ FT ALL DIMENSIONS ON PLAN FOR NEW INTERIOR WALL LAYOUTS ARE FROM FINISHED WALL TO FINISHED WALL UNLESS NOTED OTHERWISE. PROJECT INSCRIBE AREA AND 84"H GONDOLA ENDCAP W/O EXTENSIONS SQUARE FOOTAGE SALES AREA: NON-SALES AREA: ALL SLAB PENETRATIONS MUST BE APPROVED IN WRITING BY THE LANDORD PRIOR TO THE COMMENCEMENT OF WORK. GENERAL CONTRACTOR SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHIN THE TENANTS PREMISES ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT POSSIBLE DAMAGE. A 0 LN FT 44+ LN FT 16+ LN FT 4. AND 126"H GONDOLA ENDCAP ISSUE: PLUS CARDS: PLUS MYLAR DSP: PLUS INSCRIBE/INVs: WHEN RE-USING EXISTING DRYWALL CONSTRUCTION, PATCH AND REPAIR WALLS AS NECESSARY TO ENSURE REQUIRED RATING. PATCH ALL VOIDS INCLUDING DECK FLUTES WITH NON-COMBUSTIBLE MATERIALS. A1-01 1,322 LN FT 3. DWG. NO. TOTAL: 29% 71% NB-Retail 126 360 LN FT 962 LN FT BUILDING(S): SEASONAL: EVERYDAY: A2-01 RC.8 R15 5'-61 4" 2'-11" F A2-01 E 7'-31 copyright 2011 www.forumarc.com 216.325.7801 fax PETER F. SPITTLER REGISTERED ARCHITECT FL LIC. NO. AR91705 16 4'-1" 4" 216.325.7800 main A2-01 2'-6" 4'-2" Architectural Services, LLC FORUM E R14 Cleveland, Ohio 44113 RD 1138 West 9th Street Flats East Bank R13 ER1 7'-21 4" EX1 A1 A1 15'-0" CENT E ENTR R ON Y DO ORS A1 CL-5 M VIDEO MONITOR, ELECTRICAL CONTRACTOR SHALL VERIFY EXACT LOCATION AND PROVIDE (2) RECEPTACLES IN CEILING AS SHOWN. REF: ELECTRICAL DRAWINGS. 8'-0" CCTV SYSTEM CAMERA, REF: ELECTRICAL DRAWINGS. K.9 2-23-11 BY: DATE: 12'-0" (5) 4'X8' WIRE MELROSE GRIDS TO BE SUSPENDED FROM CEILING W/ 16" AIRCRAFT CABLE ATTACHED DIRECTLY TO DECK ABOVE. SUSPEND @ FIXTURE HEIGHT (10'-6") REF: PARTY CITY MERCHANDISE PLAN. DJS RECEPTACLE CENTERED ABOVE MELROSE GRID. FACE OF RECEPTACLE IS MOUNTED AT 10'-9"A.F.F. (TYP.) REFERENCE ELECTRICAL DRAWINGS. 8'-0" ELEV. K.7 CORE D STAIR D EQ. EQ. 7'-0" 5'-3" METER ROOM ISSUES: 8'-0" 106 EQ. J EX1 EX1 A A A E 9'-8" A A 8'-0" A A A 7'-0" EQ. EQ. A A A EX1 CL-5 A A A 8'-0" A E CL-5 19'-11" E ER1 CL-2 @ 8'-4" AFF SCALE: A 13'-63 4" A 3'-1114" A 7'-1" A E EQ. ER1 FLUOR. LIGHT FIXTURES MOUNT AT 13'-0"A.F.F. OR AS HIGH AS POSSIBLE CL-2 @ 8'-0" AFF SERVICE CORRIDOR 102 CL-X @ 0'-0" AFF 1. EXPOSED DECK, STRUCTURE AND EXISTING CONDUIT/PIPING AND HVAC DUCTS TO BE PAINTED (REFER TO FINISH PLAN). 2. LIGHT FIXTURES AND ALL HARDWARE ARE TO BE WHITE. 3. CEILING GRID TO BE HUNG WITH #8 WIRES AT ALL FOUR CORNERS OF ALL RECESSED LIGHT FIXTURES, DIFFUSERS, ETC. EXCEPT WHERE CODE REQUIRES BLACK IRON TO BE USED AS A SUSPENSION SYSTEM. ALSO ANY SEISMIC DETAILS AS APPLICABLE. 4. 5. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL CONNECTIONS TO MILLWORK/FIXTURES/CASHWRAPS IN FIELD. 6. INSTALL CEILING GRID AND ACT. CEILING TILES WHERE INDICATED ON PLANS. CENTER ALL LIGHT FIXTURES AS SHOWN, UNLESS NOTED OTHERWISE LIGHTING FIXTURE SCHEDULE TYPE ALL RETURN AIR GRILLES, SUPPLY DIFFUSERS AND ACCESS PANELS TO BE PAINTED TO MATCH THE SURROUNDING AREA. NO CEILING OPEN TO EXIST'G ROOF DECK AND STRUCTURE ABOVE. CLEAN ALL SURFACES AND PREPARE FOR NEW FINISHES. PAINT AS SCHEDULED SYMBOL MFG./CAT.# DESCRIPTION ALL LIGHT FIXTURES HAVE AN APPROVED EQUAL OPTION VOLTS LAMPS A LIGHTOLIER #KW8S23227704 KW INDUSTRIAL FLUORESCENT CHAIN MOUNTED, 8' LINEAR STANDARD OPEN FLUORESCENT 277 F032/830, 32 WATT, T8, 3000K BY OSRAM SYLVANIA A1 LIGHTOLIER #KW4S23227704 KW INDUSTRIAL FLUORESCENT CHAIN MOUNTED, 4' LINEAR STANDARD OPEN FLUORESCENT 277 F032/830, 32 WATT, T8, 3000K BY OSRAM SYLVANIA B LIGHTOLIER #SN4S132HPF277 SN INDUSTRIAL FLUORESCENT CHAIN MOUNTED, 4' LINEAR STANDARD OPEN FLUORESCENT 277 F032/830, 32 WATT, T8, 3000K BY OSRAM SYLVANIA LIGHTOLIER #XP2GVA332UNVO3 2x4 RECESSED, PRISMATIC FLUORESCENT, WHITE 277 (3) FO32/35K 2x4 SURFACE MOUNTED, PRISMATIC FLUORESCENT, WHITE 277 (3) FO32/35K F LIGHTOLIER #SLB2SVA432UNO4 TYPE S J LIGHTOLIER SW STRIP CHAIN MOUNTED, 8' LINEAR INDUSTRIAL FLUORESCENT STRIP 277 (4) F032/830, 32 WATT, T8 LAMP SHAPE, MINI-BIPIN BASE, LINERA FLUORESCENT, 3000K BY OSRAM SYLVANIA EX1 ATLITE XL-C2 RED L.E.D. SINGLE/DOUBLE FACE EXIT SIGN, WHITE W/ REMOTE CAPACITY 120/ 277 LED'S INCLUDED EX2 ATLITE PNL-RU RED L.E.D. SINGLE/DOUBLE FACE EXIT SIGN, WHITE 120/ 277 E PROVIDE, INSTALL OR MODIFY EXISTING SPRINKLER SYSTEM IN ACCORDANCE WITH ALL CODES HAVING JURISDICTION, IF REQUIRED. SPRINKLER HEADS SHALL BE LOCATED IN CONJUNCTION WITH THE TENANT'S REFLECTED CEILING PLAN AND FLOOR PLAN. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THIS WORK WITH ALL OTHER TRADES AND SHALL PROVIDE SHOP DRAWINGS TO BE USED FOR ALL APPROVAL SUBMISSIONS REQUIRED. PROJECT: SCALE: 1/8" = 1'-0" EM ER1 SAME MFG AND MODEL NUMBER AS FIXTURE TYPE ON PLAN ATLITE RF 301-WP DWG. TITLE: A1-02 GROUND LEVEL RCP PROJECT LED'S INCLUDED LIGHT FIXTURE WITH EMERGENCY BALLAST OPTION. CONTRACTOR SHALL PROVIDE AN UN-SWITCHED HOT WIRE TO EMERGENCY BALLAST. EXTERIOR REMOTE EGRESS LIGHT, POWERED FROM EX-1 (1) 5.4W PAR 36 (INCLUDED) KEY PLAN SCALE: N.T.S. NL SAME MFG AND MODEL NUMBER AS FIXTURE TYPE ON PLAN NIGHT LIGHT FIXTURE. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AT THE TIME OF THEIR PREPARATION AS DETERMINED BY THE LOCAL AUTHORITIES IN ACCORDANCE WITH THE PROVISIONS OF THE FLORIDA BUILDING CODE 2001 EDITION. BUILDING(S): 1 LAST SAVED BY: jaylanr 2/21/2011 4:48 PM DATE SAVED: LIGHT FIXTURES MOUNT AT 14'-0" A.F.F. DJS A CHECKED BY: A Miami, FL 33127 A 1/8" = 1'-0" 7'-63 4" A THE SHOPS AT MIDTOWN MIAMINORTH BLOCK: PARTY CITY A REFLECTED CEILING PLAN A NB-Retail 126 A 22'-4" A 7'-614" A 3'-214" K A 7'-413 16" JLR 7'-518" 7'-47 8" DRAWN BY: 8'-514" 3401-126 North Miami Ave. 9'-85 8" ISSUE: 5'-83 4" A1-02 8'-518" WORK ORDER: 9-116-54 10'-112" LOCATION: 7'-518" DWG. NO. 7'-518" ISSUED FOR BIDDING AND PERMIT 5'-103 4" A 12'-0" ELEV. EXISTING CONCRETE SLAB. G.C. TO APPLY (2) COATS SEALER. REF: A103. ALUMINUM SADDLE BY PEMKO #217A OR APPROVED EQUIVALENT RC.8 R15 SEALED CONCRETE 10'-10 " CONCRETE SLAB OR SIDEWALK copyright 2011 www.forumarc.com 216.325.7801 fax 216.325.7800 main Architectural Services, LLC FORUM INTERIOR EXTERIOR R14 Cleveland, Ohio 44113 RD 1138 West 9th Street Flats East Bank R13 BLACK VINYL REDUCER "MERCER" #735 OR OWNER APPROVED EQUAL VCT CONCRETE SLAB 4 A1-03 PETER F. SPITTLER REGISTERED ARCHITECT FL LIC. NO. AR91705 16 A1-03 5 ALIGN 5 2 A1-03 TRANSITION DETAIL 3 SCALE: 3" = 1'-0" A1-03 TRANSITION DETAIL SCALE: 3" = 1'-0" C-1 A1-03 JOHNSONITE REDUCER CTA-40H-BLACK OR APPROVED EQUAL M INTERIOR EXTERIOR CONCRETE SLAB SALES AREA VCT OR SHEET VINYL FLOOR STANLEY DOOR TRANSITION STRIP PER MANUFACTURER SPECIFICATIONS. VERIFY EXACT MODEL W/ AUTOMATIC DOOR VENDOR. 100 VCT-1 4 1 A1-03 4 XX-XX 2 P.O.F. P.O.F. P.O.F. VEND P.O.F. A.T.M. TRANSITION DETAIL SCALE: 3" = 1'-0" 5 A1-03 CARPET TRANSITION DETAIL SCALE: 3" = 1'-0" K.9 FINISH-FLOOR ELEV=+16'-0" N.G.V.D. P-1 M-1 UP TYP. DJS 2-23-11 DATE: BY: 3 ELEV. K.7 CORE D FLAME SPREAD REQUIREMENTS ELEV. METER ROOM VCT-1 ISSUES: 106 K SALES AREA ISSUED FOR BIDDING AND PERMIT FINISH-FLOOR ELEV=+16'-8" N.G.V.D. A STAIR D 104 2 FINISH PLAN SCALE: 1/8" = 1'-0" PROJECT: C-1 VCT-1 B-1 P-1 VCT-2 FINISH SCHEDULE DWG. TITLE: ROOM FINISH SCHEDULE FRP-1 B-2 P-2 P-1 SC-1 VCT-2 B-1 B-2 P-1 P-1 P-2 DJS P-2 ACT-1 FRP-1 VCT-2 B-2 FRP-2 FRP-2 ACT-1 M-1 ACT-1 PL-1 VCT-2 BM-1 SW-1 SC-1 B-1 B-2 LAST SAVED BY: jaylanr 2/21/2011 4:48 PM DATE SAVED: PL-3 A VCT-1 ISSUE: C-1 A1-03 FRP-2 DWG. NO. B-2 BUILDING(S): VCT-2 NB-Retail 126 A1-01 CHECKED BY: A1-03 FINISH-FLOOR ELEV=+16'-8" N.G.V.D. 1 JLR RAMP UP SERVICE CORRIDOR 103 DRAWN BY: AS NOTED FINISH NOTES 102 Miami, FL 33127 A1-03 MEN'S VCT-2 3401-126 North Miami Ave. WOMEN'S FINISH-FLOOR ELEV=+16'-0" N.G.V.D. 3 VCT-2 MGR. OFFICE LOCATION: VCT-2 SC-1 PNL A - 408/277v 100 101 THE SHOPS AT MIDTOWN MIAMINORTH BLOCK: PARTY CITY SALES AREA A1-03 FINISH PLAN VCT-2 15'-113 8" A1-03 3 STOCKROOM SCALE: 3 WORK ORDER: 9-116-54 100 48'-2" (12) BALLOON FIXTURES OUTSIDE AIR DUCTWORK, SEE MECHANICAL EXISTING METAL STUD WALL NEW 58" GYPSUM BOARD SHEATHING STOREFRONT BEHIND FIXTURES EXISTING STUCCO SYSTEM OVER EXTERIOR SHEATHING AUTOMATIC SLIDING DOOR copyright 2011 www.forumarc.com P-1 216.325.7801 fax LIGHT FIXTURES, TYP. STOREFRONT BEHIND FIXTURES FORUM P-1 Flats East Bank OUTSIDE AIR DUCTWORK, SEE MECHANICAL 216.325.7800 main 16 Architectural Services, LLC R15 Cleveland, Ohio 44113 R14 1138 West 9th Street R13 NEW METAL STUD BOX HEADER EXISTING AWNING NEW AIR INTAKE GRILLE, SEE MECHANICAL PETER F. SPITTLER REGISTERED ARCHITECT FL LIC. NO. AR91705 12'-0" TOP OF STEEL ELEV= 26'-9 1/2" UNFINISHED SHELL INSCRIBE AREA NEW OPENING IN EXISTING WALL TO ACCOMODATE NEW AIR INTAKE GRILLE A2-01 INTERIOR ELEVATION B-2 CART CORRAL FRP-1 11'-4" 10'-0" B-2 A FRP-1 EXISTING HURRICANE RESISTANT STOREFRONT SYSTEM SCALE: 1/4" = 1'-0" M K.9 K FREESTANDING FIXTURES DATE: FREESTANDING FIXTURES E SECTION A2-01 SCALE: 3/8" = 1'-0" DJS P-1 2-23-11 LIGHT FIXTURES, TYP. BY: FIRST FLOOR ELEV= 16'-0" EXISTING CONCRETE STRUCTURE EXISING METAL STUD WALL AND GYPSUM BOARD NOTE: REFERENCE SHEETS A4-01 AND A4-02 FOR FIXTURE PROFILE DIMENSIONS P-1 PERIMETER FIXTURES PERIMETER FIXTURES NEW HURRICANE RESISTANT SLIDING ENTRY DOOR NOA#09-0323.26 SCALE: 1/4" = 1'-0" K B-2 FRP-1 B-2 FRP-1 EXTEND FRP 12" BEHIND FIXTURE PROVIDE CONTINUOUS 6" X 20 GA. MIN BLOCKING AT 4'-0" AFF AND 10'-0" AFF EXTEND FRP 12" BEHIND FIXTURE FRP-1 K.7 ALUMINUM CORNER GUARD B-2 B-2 FRP-1 FRP-1 SECTION A2-01 SCALE: 3/8" = 1'-0" M P-1 LIGHT FIXTURES, TYP. P-1 PERIMETER FIXTURES DJS JLR 6'-0" FREESTANDING FIXTURES DWG. TITLE: A2-01 INTERIOR ELEVATION EXTEND FRP 12" BEHIND FIXTURE PROVIDE CONTINUOUS 6" X 20 GA. MIN BLOCKING AT 4'-0" AFF AND 10'-0" AFF NOTE: REFERENCE SHEETS A4-01 AND A4-02 FOR FIXTURE PROFILE DIMENSIONS F PROJECT: 6'-0" B-2 C EXISTING REINFORCED CONCRETE FOOTING AND FOUNDATION WALL 4'-0" 4'-0" 6'-0" FIRST FLOOR ELEV= 16'-0" EXISTING CONCRETE SLAB ON GRANULAR SUB-BASE, CHECKED BY: NEW BEAM, SEE STRUCTURAL Miami, FL 33127 LIGHT FIXTURES, TYP. 7'-814" R.O. 10'-0" NEW STUCCO ON LATH OVER WEATHER BARRIER ON EXTERIOR GRADE SHEATHING (TO MATCH EXISTING) BREAK METAL WRAP, FINISH TO MATCH WINDOW SYSTEM, BOTH SIDES DRAWN BY: 13 3401-126 North Miami Ave. 14 NEW HURRICANE RESISTANT STOREFRONT SYSTEM LOCATION: 15 AS NOTED 16 EXISTING METAL STUD BOX HEADER SCALE: SCALE: 1/4" = 1'-0" WORK ORDER: 9-116-54 NEW GYPSUM BOARD COLUMN WRAP BEYOND THE SHOPS AT MIDTOWN MIAMINORTH BLOCK: PARTY CITY FRP-1 INTERIOR ELEVATIONS AND WALL SECTIONS FRP-1 TOP OF STEEL ELEV= 26'-9 1/2" CORNER FILLER SEE SHEET A4-01 2'-33 4" A2-01 INTERIOR ELEVATION EXTEND FRP 12" BEHIND FIXTURE 1'-514" B B-2 NEW COLUMN BEYOND, SEE STRUCTURAL 1012" B-2 EXTEND FRP 12" BEHIND FIXTURE EXISTING FABRIC AWNING ISSUES: EXISTING BATT INSULATION A ILLUMINATED SIGNAGE BY TENANT ISSUED FOR BIDDING AND PERMIT PREFINISHED DOORS LAST SAVED BY: jaylanr 2/21/2011 4:47 PM DATE SAVED: A A2-01 FRP-1 ISSUE: SCALE: 1/4" = 1'-0" PROVIDE CONTINUOUS 6" X 20 GA. MIN BLOCKING AT 4'-0" AFF AND 10'-0" AFF EXTEND FRP 12" BEHIND FIXTURE DWG. NO. A2-01 INTERIOR ELEVATION B-2 EXTEND FRP 12" BEHIND FIXTURE NB-Retail 126 D NOTE: REFERENCE SHEETS A4-01 AND A4-02 FOR FIXTURE PROFILE DIMENSIONS BUILDING(S): 4'-0" INSCRIBE AREA 6" DEMISING WALL INFILL TO MATCH EXISTING CONSTRUCTION EXISTING DEMISING WALL CONSTRUCTION 2 LAYERS OF 58" GYPSUM BOARD ON EACH SIDE OF 6" STEEL STUDS (22 GA.) @ 16" O.C. PROVIDE 3" SOUND ATTENUATION BLANKETS. 2 HOUR RATED PER U.L. DESIGN NO. U419 TYP FURRING @ SLATWALL INTERIOR FURRING FURRING = 3 5/8" METAL STUDS INTERIOR SHEATHING 5/8" GYP. BD. ON EXISTING FRAMING SCALE: 3" = 1'-0" A3-01 PARTITION REFER TO PARTITION TYPES INSTALL 20 GAUGE GALVANIZED STEEL FINISH TO COLUMN, NO EXPOSED FASTENERS - NO CUT EDGES FOLD OVER TOPS AND ENDS A3-01 CART RAIL DETAIL 6 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" A3-01 METAL BUMPER DETAIL 7 SCALE: NOT TO SCALE A3-01 3'-0" 14" X 16" VIEW LITE 5'-0" 7'-0" 8'-0" 7'-8" PEEP HOLE 7'-0" 2'-0" 2" 2"2" TYPE A2 TYPE B STANLEY - DURA-GLIDE 3000 TYPE D METAL DOOR TYPE E ELIASON DOUBLE DOORS DOOR ELEVATIONS A3-01 METAL FRAME METAL DOORS UNDERCUT 1" AT BOTTOM OF TOILET ROOM DOORS SCALE: 1/4" = 1'-0" MATERIAL 100B SERVICE DOOR B - METAL 2 HR 101A STOCKROOM ENTRANCE D .063" METAL - (2) 3'-0" X 8'-0" CUSTOM METAL 101B SERVICE DOOR - METAL 2 HR PR. 3'-0" X 7'-0" METAL 8'-0" X 7'-8" ALUMINUM #6 3'-0" X 7'-0" METAL #1 1 3/4" METAL - 103 MEN'S TOILET ROOM E 1 3/4" METAL - 3'-0" X 7'-0" METAL #2 104A WOMEN'S TOILET ROOM E 1 3/4" METAL - 3'-0" X 7'-0" METAL #2 104B JANITORS E 1 3/4" METAL - SET NO. 2 3-HINGES 1- PRIVACY LOCK SET 3- SILENCERS 1- DOOR STOP 1- CLOSER SET NO.3 3- HINGES 1- STOREROOM LOCK SET 3- SILENCERS 1- DOOR STOP 1- CLOSER 1- PEEP HOLE 3- HINGES 1- PASSAGE SET 3- SILENCERS 1- DOOR STOP 1- CLOSER 1-KICK PLATE "SCHLAGE" AL10S FINISH: SATIN CHROME PRIVACY LOCK SET: "SCHLAGE" AL40S FINISH: SATIN CHROME "SCHLAGE" AL80BD FINISH: SATIN CHROME METAL 2'-0" X 7'-0" 1 2" #3 CLOSER: 2- FLUSH BOLTS 1- DOUBLE DOOR STRIKE 1- EXIT ALARM HARDWARE BY PER MANUFACTURER: VENDOR CONTACT: MACKENZIE AUTOMATIC DOORS 72 READE STREET NEW YORK, NY 10007 CONTACT: DONALD MATTSON PHONE: (917) 613-8621 DOR-O-MATIC SC81 FINISH: ALUMINUM DOOR STOP: IVES TYPE 436 FINISH: SATIN CHROME KICK PLATE: HIAWATHA 10" X 34" FINISH: SATIN STAINLESS STEEL SILENCER: WEATHERSTRIPPING: PEEP HOLE: FLUSH BOLTS: DOUBLE DOOR STRIKE: EXIT ALARM: IVES, NO. 20 REESE DS75 FINISH: ALUMINUM "ELIASON" "EASY SWING' DOUBLE ACTION DOORS MODEL: HEAVY DUTY HCP-10 1-1/2" THICK POLYMER CELL CORE W/ HIGH STRENGTH STRUCTURAL PVC FRAME AND 14" X 16" WINDOWS FINISH: .125" THICK HIGH IMPACT THERMOPLASTIC EXTERIOR-BLACK WITH BLACK BUMPERS REQUIRES METAL DOOR FRAME W/O STOPS INSTALL "ELIASON" BRACKET AND JAMB GUARD ASSEMBLIES AND ADDITIONAL REINFORCEMENT PER MANUF. INSTRUCTIONS DOOR AND HARDWARE VENDOR: TWIN CITY HARDWARE CO. 723 HADLEY AVE N. OAKDALE, MN 55128 CONTACT: PAUL SCHAAF PHONE: (800) 747-1980 REESE 377 FINISH: ALUMINUM IVES 698 FINISH: SATIN CHROME IVES FB458 FINISH: SATIN CHROME DETEX 102212-2 FINISH: BLACK DETEX EAX500 FINISH: GRAY 2" REFER TO PARTITION TYPES PROVIDE ALL HARDWARE NECESSARY FOR OPERATION SET NO. 6 6-HINGES 1- PANIC HARDWARE SET 3- SILENCERS 2- KICKPLATES 1- CLOSER 1- PEEP HOLE 1- WEATHERSTRIPPING 2- SWEEPS "DETEX" V40XEB - FINISH: BLACK AND RED W/ MORTISE CYLINDER "SCHLAGE 80-102 FINISH: SATIN CHROME PARTITION TYPES 2" REFER TO 1 2" PANIC HARDWARE SET: REFER TO ELIASON DOOR NOTES #3 SET NO. 5 BALL BEARING HINGES: PBB BB81 421" X 421" FINISH: SATIN CHROME PASSAGE LATCH SET: STOREROOM LOCK SET: SET NO.4 METAL PROVIDE ALL HARDWARE NECESSARY FOR OPERATION #5 E 3'-0" X 7'-0" AUTOMATIC DOOR SYSTEM - STANLEY - "DURA-GLIDE 3000" BI-PART W/ TRANSOM AND "BEST" CYLINDER - MANAGERS OFFICE SWEEP: 1 GROUP NO. 102 HINGES: 2" 16" - DOOR SIZE A2 3- HINGES 1- PANIC HARDWARE SET 3- SILENCERS 1- KICKPLATE 1- CLOSER 1- WEATHERSTRIPPING 1- SWEEP 2" ALUMINUM LABEL ENTRY / EXIT B SIM. PER MANUF. MATERIAL 100A SET NO. 1 23 THICKNESS 1 1. ALL HARDWARE REPRESENTS THE INTENDED QUALITY, STYLE AND APPEARANCE. CONTRACTOR TO PROVIDE HARDWARE CUT SHEETS TO TENANT PROJECT MANAGER PRIOR TO CONSTRUCTION. 6. PROVIDE ANY REQUIRED SIGNAGE AT SERVICE DOOR. CONTACT MALL REPRESENTITIVE 3. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 8. INSTALL "PEMKO" SMOKE SEALS AT FIRE RATED DOORS. 9. INSTALL DOOR STOPS WHERE A DOOR WOULD STRIKE A WALL OR OTHER PART OF CONSTRUCTION WHEN OPEN. 4. AT EXTERIOR DOORS PROVIDE WEATHER STRIPPING, BUTTS WITH TAMPERPROOF PINS AND AN ADA THRESHOLD IF NOT EXIST'G ALL THRESHOLDS SHALL NOT EXCEED 1/2" MAX. HEIGHT. H-1 A3-02 HEAD DETAIL SCALE: 3" = 1'-0" J-1 A3-02 JAMB DETAIL SCALE: 3" = 1'-0" 5. AT EXISTING DOORS-REPLACE DAMAGED OR MISSING HARDWARE, REPLACE LOCK CYLNDERS AND PROVIDE TENANT WITH (2) NEW KEYS LAST SAVED BY: jaylanr 2/21/2011 4:48 PM DATE SAVED: PROVIDE ANCHORS THREE (3) PER JAMB A 2. ALL LOCKS TO BE PROVIDED WITH "BEST" INTERCHANGEABLE CORES AND CYLINDERS DWG. NO. 7. PAINT DOOR & FRAME TO MATCH ADJ. WALL. STIFFENER SCREWS AT 24" O.C. NB-Retail 126 A3-01 KICK PLATE WHEN SPECIFIED 2" 1 KICK PLATE 3'-0" KICK PLATE J-1 TYPE THE SHOPS AT MIDTOWN MIAMINORTH BLOCK: PARTY CITY 2" 1'-6" 1'-6" ROOM NAME REMARKS CONSTRUCTION DETAILS A3-01 8'-0" HARDWARE PROJECT: DOOR NO. H-1 FRAME DOOR LOCATION DJS SCALE: 3/4" = 1'-0" CART RAIL ELEVATION CHECKED BY: A3-01 5 Miami, FL 33127 SCALE: 3" = 1'-0" COLUMN ENCLOSURE SCALE: A3-01 4 7" 5'-0" MAX FLAT WASHER #91-3451 JLR SCALE: 3" = 1'-0" FLOOR TRACK DETAIL A3-01 ISSUE: 3 PANEL SEAM AND DUPLEX OUTLET TO FACE REAR OF STORE. CART BUMP SPRING POST #08-1100 ANCHOR #11-6100 A3-01 CONNECTION DETAILS 3" CB END CAP #08-1150 CART RAIL AND METAL BUMBER ALVARADO MANUFACTURING COMPANY 1006 WINTU COURT WOODSTOCK, IL 60098 CONTACT: VICTOR ROBELET TEL 1-815-334-0234 FAX 1-815-338-3177 7 CB END CAP BOLT #91-1309 CB ANCHOR BOLT #11-1355 DRAWN BY: (1) DUPLEX OUTLET PER COLUMN. CENTER ON ENCLOSURE 18" A.F.F. SALES AREA ONLY .177 DIA. HILTI POWDER ACTUATED FASTENER w/ 3/4'" EMBEDMENT AT 24" O.C. ICBO #ER 2388 5/8" G.W.B. ON METAL FRAMING MOUNTING PLATE WITH ANCHOR BOLTS ZINC LOCKWASHER #91-3400 3401-126 North Miami Ave. FLOOR FINISH HEX NUT #91-2400 WORK ORDER: 9-116-54 2'-0" CONCRETE SLAB POST WITH INSERTS FOR HORIZONTAL RAILINGS G.C. SHALL DRILL HOLE IN COLUMN FOR 3/4" CONDUIT 12" BELOW DECK AND AT RECEPTACLE, 18" A.F.F.. RUN CONDUIT WITHIN COLUMN. POST WITH INSERTS FOR HORIZONTAL RAILINGS MOUNTING PLATE WITH ANCHOR BOLTS METAL BUMPER REFER TO DETAIL 2'-0" FIN. CLG. 4'-0" A.F.F. CEMCO METAL STUD TRACK (TYP.) I.C.B.O. # ER 1715 A3-01 2" DIA. RAILS FINISH: POLISHED CHROME 3'-0" #8 SCREWS EA. SIDE OF STUD TO TRACK (TYP.) LAY-IN OR GWB. CEILING AS SHOWN ON PLANS 5 5 1/2"D POST BUMPER GUARD 3'-0" SECURE TO STRUCTURE ABOVE (SEE DETAIL 1/A3-01) 2" DIA. RAILS FINISH: POLISHED CHROME EXIST'G STRUCTURAL COLUMN PREPARE SURFACES FOR NEW FINISHES METAL STUD FRAMING REFER TO NOTES AND PLANS FOR SIZE, GAUGE, AND SPACING A3-01 copyright 2011 PARTITION BRACING DETAIL 1 LOCATION: FURRING = 1 1/2" METAL STUDS F INTERIOR PARTITION DJS C4 E REFER TO SPAN CHARTS FOR FRAMING SIZES INTERIOR PARTITION 2-23-11 ONE HOUR FIRE RATED PER U.L. DESIGN U465 INTERIOR PARTITION D INTERIOR FURRING CONT DEEP LEG DEFLECTION TRACK (1 1/2" MIN. DEEP LEGS). CONNECT TO ROOF STRUCTURE WITH (2) TEK #12 SCREWS (ESR# 1976) @ 16" O.C. FOR METAL DECK INSTALLATION. CONT. TRACK WITH (1) TEK #12 SCREW (ESR# 1976) IN EACH FLANGE OF EACH STUD METAL STUD DIAGONAL BRACING TO STRUCTURE AT 4'-0" O.C. ALTERNATE DIRECTION) FURRING = 7/8" HAT CHANNELS ISSUED FOR BIDDING AND PERMIT C2 EXISTING STRUCTURE. A INTERIOR PARTITION INTERIOR FURRING (4) #8 TEK SCREWS BY: C1 NOTE: PLUMBING WALL TO USE 6" METAL STUDS AS INDICATED ON PLANS DATE: INTERIOR PARTITION REFER TO SPAN CHARTS FOR FRAMING SIZES FIN. FLR AS NOTED REFER TO SPAN CHARTS FOR FRAMING SIZES FIN. FLR ISSUES: FIN. FLR FIN. FLR C3 2 www.forumarc.com UNDERSIDE OF STRUCTURE FIN. FLR REFER TO SPAN CHARTS FOR FRAMING SIZES B2 BOTTOM TRACK BOTTOM TRACK TYP B1 METAL STUD W/ 2 #8 TIES TO UNDERSIDE OF STRUCTURE 4" VINYL BASE DEMISING PARTITION NOTE: AT SALES AREA PARTITIONS AND/OR FURRING REFER TO PERIMETER WALL GONDOLA FIXTURE DETAILS SHEET A401 FOR METAL STRAPPING (BLOCKING) REQUIREMENTS DEMISING OR EXTERIOR WALL (1) LAYER 5/8" G.W.B. - RUN UP FROM SLAB TO 6" ABOVE FIN. CLG A301 PETER F. SPITTLER REGISTERED ARCHITECT FL LIC. NO. AR91705 2 5/8" DWG. TITLE: A1 F.R.T. WOOD BLOCKING @ 24" O.C. VERTICALLY. MTL. STUDS @ 16" O.C. WITH (1) LAYER 5/8" G.W.B. TYP. EACH SIDE RUN UP FROM SLAB TO 6" ABOVE FINISHED CEILING MTL. STUDS @ 16" O.C. MTL. FURRING @ 24 O.C. WITH (1) LAYER 5/8" G.W.B. RUN UP FROM SLAB TIGHT TO DECK. BOTTOM TRACK 3 (1) LAYER 5/8"G.W.B. -RUN UP FROM SLAB TIGHT TO DECK ABOVE BUILDING(S): EXISTING FULL HEIGHT DEMISING WALL TO REMAIN. WALL MUST CONFORM TO REQ'D FIRE RATING AND LOCAL CODES. PATCH AND REPAIR AS REQ'D TO MAINTAIN EXISTING FIRE-RATING AND ANY NEW FINISHES. 3/4" SLATWALL 2 5/8" A2 A301 MTL. STUDS @ 16" O.C. WITH (1) LAYER 5/8" G.W.B. TYP. EACH SIDE -RUN UP FROM SLAB TIGHT TO DECK ABOVE FIN. CLG. FIRE STOPPING AT ALL CEILING LINES WHERE REQ'D BY CODE 2 DEMISING PARTITION 12'-0" A.F.F. TOP OF SLATWALL 216.325.7801 fax TYP BRACING AS REQUIRED. REF: METAL STUDS BRACE CHART FOR SIZING. TOP TRACK 216.325.7800 main A301 DIAGONAL BRACING @ 48" O.C. TO STRUCTURE ABOVE. REF: METAL STUDS BRACE CHART FOR SIZING. FIN. CLG. METAL STUDS BRACE CHART DECK FORUM FACE OF EXTERIOR OR DEMISING WALL 1 DECK Cleveland, Ohio 44113 DECK 1138 West 9th Street DECK 6" DECK Architectural Services, LLC 3-5/8" TOP TRACK Flats East Bank TOP TRACK GRAB BAR 1" C WOMEN'S MEN'S SOAP DISPENSER CHANGING STATION K GRAB BARS 5/A3-02 D H A TOP OF SEAT 1'-6" T.P. DISP. 2'-0" 2'-10" BABY 2'-5" B/ OF LAV. HAND DRYER 3'-4" MAX. 2'-0" 1'-6" TOP OF SEAT G T.P. DISP. E D 3'-0" D 2'-0" E FRP-2 1'-6" 2'-8" 1'-4" E SOAP DISPENSER G PETER F. SPITTLER REGISTERED ARCHITECT FL LIC. NO. AR91705 4'-0" TOILET PAPER DISPENSER 3'-0" GRAB BAR K 3'-4" B/ MIRROR TOILET PAPER DISPENSER SOAP DISPENSER D 3'-3" MAX. GRAB BARS 5/A3-02 2E G A A B H 3'-0" GRAB BAR K HAND DRYER J 3'-0" B-2 HAND DRYER TOILET SEAT COVER DISPENSER SANITARY NAPKIN DISPOSAL 2B A3-02 2D K CHANGING STATION 3'-4" MAX. J CHANGING STATION E 2'-10" BABY HAND DRYER 2A MIRROR 2'-8" B 2C A3-02 2B J G CHANGING STATION 2'-4" B OPP. 2'-2" MIRROR 103 1" 2'-6" 104 A copyright 2011 GRAB BAR C 3'-0" 3'-6" www.forumarc.com 1'-0" 216.325.7801 fax EQ. 216.325.7800 main MOP SINK EQ. 3'-0" FORUM 6" Architectural Services, LLC 6'-0" 1138 West 9th Street 3 Flats East Bank HI - LOW DRINKING FOUNTAIN, WALL MOUNTED Cleveland, Ohio 44113 A3-02 GRAB BARS 5/A3-02 D TOILET PAPER DISPENSER K FRP-2 FRP-2 FRP-2 FRP-2 B-2 B-2 B-2 B-2 T.P. DISPENSER ELEVATION 6" 3'-0" 1'-118" 1'-4" TOILET ROOM PLAN SCALE: 1/2" = 1'-0" A3-02 #-# SCALE: 1/2" = 1'-0" REFER TO PLUMBING ACCESSORIES SCHEDULE THIS SHEET WOMEN MEN WOMEN RESTROOMS F.R. WOOD BLOCKING AS REQ'D 2'-6" WALL - SIGNAGE (TYP.) PL-1 " 112" 112" 4" 25 8" PL-1 UNISEX PARTITION - REFER TO PARTITION TYPES DOOR MOUNTED SIGNAGE (TYP.) SELF CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. B IMPERIAL BAG & PAPER CO. # SHTSD TOILET ROOM SIGNAGE C REFER TO DETAILS THIS SHEET GRAB BARS D BOBRICK #B-6106.99, EXPOSED MOUNTING, 18 GAUGE TYPE 304 STAINLESS STEEL 36" AND 42" LENGTHS, SATIN FINISH W/PEENED NON-SLIP GRIPPING SURFACE WITH 2567 SERIES ANCHOR ELECTRIC HAND DRYER E WHERE TOWEL, SANITARY NAPKINS, WASTE RECEPTACLES AND OTHER SIMILIAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40" FROM THE FINISHED FLOOR. LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR AND WITH A CLEARANCE OF AT LEAST 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30" IN WIDTH AND 8" MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF 9" HIGH FROM THE THE FLOOR AND A MINIMUM OF 17" DEEP FROM THE FRONT OF THE LAVATORY. SOAP DISPENSER G SANITARY NAPKIN DISPOSAL H BOBRICK #B-670, SURFACE MOUNTED, STAINLESS STEEL, BRIGHT POLISHED FINISH, 1/2"x 2", FLANGE 2"x 2" OFFICE CHAIR FAX MACHINE IMPERIAL BAG & PAPER CO. # 95270DISP CONTACT: JASON TILLIS (201) 437-7440 x 3460 COMPUTER BOBRICK #B-270, SURFACE MOUNTED FINISH: STAINLESS STEEL, SATIN SIZE: 8"Wx 11H"x 4"D - WOMEN'S ROOM ONLY PRINTER COPIER MOP & BROOM HOLDER I BOBRICK #B-223 FINISH: STAINLESS STEEL, SATIN SIZE: 8"Wx 11H"x 4"D BABY CHANGING STATION J KOALA CORPORATION #KB110-SSWM, SURFACE MOUNTED, BABY CHANGING STATION & IDENTIFYING DOOR PLAQUE FINISH: SATIN FINISH TOILET PAPER DISPENSER K INSTALL UNDER COUNTER FURNISHED BY TENANT EE FURNISHED BY TENANT FF FURNISHED BY TENANT FURNISHED BY TENANT HH FURNISHED BY TENANT II FURNISHED BY TENANT INSTALLED BY TENANT G.C. JJ CONTACT: JASON TILLIS (201) 437-7440 x 3460 PROJECT: PROVIDE PRESSURE TREATED FIRE RETARDANT WOOD BLOCKING FOR ALL TOILET AND CUSTODIAL ACCESSORIES AS REQUIRED. 1'-0" HH CABLE MANAGEMENT - ROUTE 2" HOLE AND PROVIDE GROMMET - (2) LOCATIONS OFFICE CHAIR 4'-212" ADJUSTIBLE SHELVES A3-02 AA EE AA FILE CABINETS 2'-0" CC 11" REFER TO PLANS SAFE (UNDERCOUNTER) CC 2'-6" A REFER TO PLAN 7 A3-02 OFFICE PLAN SCALE: 1/2" = 1'-0" DWG. TITLE: 6 2'-10" A3-02 BB COUNTERTOP W/ BACKSPLASH 4'-0" BTM OF STD FF ADJ SHELVES BB 3'-4" 6 1'-0" BB REFER TO REFLECTED CEILING PLAN II FAX MACHINE 8D 2'-0" SECURITY SYSTEM JJ COPIER BULLETIN BOARD 2'-0" MUSIC SYSTEM 312" 8A A3-02 8C JJ 2'-0" 8 A3-02 # OFFICE ELEVATIONS SCALE: 1/2" = 1'-0" REFER TO PLANS B 11" REFER TO PLANS C REFER TO PLANS D BUILDING(S): GG 2'-0" 1'-9" PRINTER EQ. VERIFY CONDITION AND LOCATION OF EXIST'G ACCESSORIES. REPLACE DAMAGED OR MISSING ITEMS. INSTALL OR RELOCATE AS INDICATED ON DETAILS BULLETIN BOARD COMPUTER MONITOR 8B DJS FURNISHED BY TENANT DD N JJ JLR FURNISHED BY TENANT INSTALLED BY TENANT G.C. GG BULLETIN BOARD IMPERIAL BAG & PAPER CO. # R2790TBK 18" DEEP SHELVES - FINISH: WHITE MELAMINE WITH GARCY 12" 686 BRACKETS ON 48"L GARCY 604 STANDARDS FINISH: ZINC PROVIDE BLOCKING AS REQ'D CC FILE CABINET CONTACT: JASON TILLIS (201) 437-7440 x 3460 BB INSTALL UNDER COUNTER BOLTED TO SLAB SAFE BOBRICK B709 - WHITE FINISH 30" DEEP COUNTERTOP WITH BACKSPLASH FINISH: PL-1 LAST SAVED BY: jaylanr 2/21/2011 4:48 PM DATE SAVED: 5. F SHELVES AND STANDARDS AA A 4. CONTACT: JASON TILLIS (201) 437-7440 x 3460 NOTES CHECKED BY: TOILET SEAT COVER DISPENSER MANUFACTURER / CATALOG NO. DRAWN BY: BOBRICK #B-290-1830, 36"x 18" MIRROR FINISH: STAINLESS STEEL, SATIN UTILITY HOOK: PLASTIC LAMINATE SECURED TO CENTER OF DOOR FACE +60" A.F.F. (WOMEN SYMBOL 1/4" THICK 12" DIA.) (MENS SYMBOL 1/4" THICK TRIANGLE 12" SIDES) COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM COLOR AND CONTRAST OF THE DOOR. USE NEMA RATED SELFEXTINGUISHING ADHESIVE TO MOUNT. COUNTERTOP A TAG ISSUE: 3. DESCRIPTION NOTES NOTE: ALL OFFICE ACCESSORIES TO BE SUPPLIED AND INSTALLED BY TENANT G.C. UNLESS OTHERWISE NOTED OFFICE ACCESSORIES SCHEDULE Miami, FL 33127 THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 lbf. MIRROR MANUFACTURER / CATALOG NO. SCALE: 3/4" = 1'-0" A3-02 2. TAG DESCRIPTION A3-02 SECTION @ MANAGERS DESK 3401-126 North Miami Ave. WATER CLOSETS AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE OPERABLE , WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. DOOR MOUNTED ACCESSIBILTY SIGN EQ. 4. LETTERS & NUMBERS MUST BE RAISED 1/32" FROM SIGN SURFACE. CHARACTER HEIGHT MUST BE AT LEAST 5/8" BUT NOT EXCEED 2". TYPE STYLE FOR LETTERS & NUMBERS SHALL BE SANS SERIF OR SIMPLE SERIF. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW PICTOGRAM. REFER TO PLAN 3. 1. NOTE: ALL PLUMBING ACCESSORIES TO BE SUPPLIED AND INSTALLED BY TENANT G.C. SCALE: 3" = 1'-0" SCALE: ALL SIGNAGE SHALL CONFORM WITH ADA ACCESSIBILITY GUIDELINES: 2. PLUMBING ACCESSORIES SCHEDULE TYP. TOILET ROOM NOTES 6 WORK ORDER: 9-116-54 A3-02 GRAB BAR DETAILS LOCATION: SCALE: 1/2" = 1'-0" SIGNAGE NOTES 1. 5 AS NOTED DRINKING FOUNTAIN ELEVATION THE SHOPS AT MIDTOWN MIAMINORTH BLOCK: PARTY CITY A3-02 4" WALL BASE AS SCHEDULED CONSTRUCTION DETAILS 3 11'' NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR-MOUNTED SIGNAGE. NB-Retail 126 63 SUPPORT (BEYOND) HPL ON (2) LAYERS 3/4" PLYWOOD ISSUES: 2'-10" 1" X 4" WOOD STRETCHERS. MITER EXPOSED ENDS 1'-0" 36" TO SPOUT 27" MIN 1'-11 7/8" 1'-105 8" 1'-77 8" 42" TO SPOUT 48" 42" TO SPOUT 112" MEN 36" TO SPOUT 27" HOLD 1'-3" 1'-0" 2'-10" 8" DESK TOP W/4" BACKSPLASH LAMINATE ON ALL EXPOSED SURFACES OVER 3/4" PLYWOOD 112" 1'-0 1'-65 8" DATE: 1'-0" BY: # REFER TO FINISH SCHEDULE SHEET A103 DWG. NO. A3-02 TOILET ROOM ELEVATIONS 2 ISSUED FOR BIDDING AND PERMIT 1 ELEVATION DJS 6" ELEVATION 2-23-11 3'-0" 2'-4" ELEVATION A 1'-118" ELEVATION copyright 2011 www.forumarc.com 216.325.7801 fax 216.325.7800 main FORUM Architectural Services, LLC Cleveland, Ohio 44113 1138 West 9th Street Flats East Bank STOC K PETER F. SPITTLER REGISTERED ARCHITECT FL LIC. NO. AR91705 DSP M INV 11" CENT ER 7'-2 3 4" CARD CUST O 12'-3" IG E CEN TER 9'-7" 2'-11 2" INSCR IB 1'-51 2" NOTE: ELECTRICAL SHOWN FOR REFERENCE ONLY. SEE ELECTRICAL DRAWINGS FOR EXACT CONFIGURATION 48'-0" (12) B ALLO ON F BY: .F.F. 33" A "INSCRIBE AREA" DATE: 8'-0" C OUN TER @ SCALE: 3/8" = 1'-0" WALL GONDOLA WITH BASE SCANNER REGISTER 1'-1" REGISTER SCANNER IG SCANNER SCALE: 3/8" = 1'-0" 48'-0" COU NTER @ 33 " A.F. F. NOTE: ELECTRICAL SHOWN FOR REFERENCE ONLY. SEE ELECTRICAL DRAWINGS FOR EXACT CONFIGURATION 6'-0" PROJECT: 24'-4" DJS CHECKED BY: A4-01 Miami, FL 33127 2'-8" "INFLATION STATION" 2 SCALE: IG 3'-4" AS NOTED R@ OUN TE IG JLR IG F. DRAWN BY: @ 33 " A.F. THE SHOPS AT MIDTOWN MIAMINORTH BLOCK: PARTY CITY REGISTER 33" A 5'-4" NTER .F.F. REGISTER SCANNER COU ISSUES: SCANNER 8'-0" C 20'-4" REGISTER 1'-1" IG PP 3401-126 North Miami Ave. 2" WORK ORDER: 9-116-54 5'-61 1'-1" PP LOCATION: IG A REGISTER ISSUED FOR BIDDING AND PERMIT SCANNER FIXTURE DETAILS DWG. TITLE: 10'-6" 4'-0" REFER TO PARTITION TYPES SECURE FILLER TO WALL FIXTURES (TYP.) PROJECT PEG BOARD PANELS WALL FIXTURE REFER TO PLANS 1/4" SCREW 314" 314" ALUMINUM CORNER GUARD @ ALL CORNERS 314" 2'-514" 1'-418" INSTALL MILLWORK CORNER FILLER PER FIXTURE MANUFACTURERS INSTRUCTION SCALE: 3/4" = 1'-0" A4-01 SCALE: 3/4" = 1'-0" A4-01 SCALE: 3/4" = 1'-0" KEY PLAN SCALE: N.T.S. TO THE BEST OF THE ARCHITECT OR ENGINEERS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AT THE TIME OF THEIR PREPARATION AS DETERMINED BY THE LOCAL AUTHORITIES IN ACCORDANCE WITH THE PROVISIONS OF THE FLORIDA BUILDING CODE 2001 EDITION. LAST SAVED BY: jaylanr 2/21/2011 4:00 PM DATE SAVED: A4-01 PLAN SECTION A SECTION ISSUE: 4 A4-01 SECTION DWG. NO. 3 NB-Retail 126 CORNER FILLER 5 BUILDING(S): A4-01 ES 12'-0" 1 IXTUR DJS TABLE 2-23-11 TABLE copyright 2011 www.forumarc.com 216.325.7801 fax 216.325.7800 main FORUM Architectural Services, LLC Cleveland, Ohio 44113 1138 West 9th Street Flats East Bank LOZIER MATERIAL SPECIFICATIONS 4/28/09 Uprites Base Brackets Base Bracket Halves - 18 gage High Strength steel in accordance with ASTM specification A607, grade 45 (45,000 lb. Minimum yield strength) DWG. TITLE: Uprite Side Rail - 18 gage High Strength Low Alloy (HSLA) steel in accordance with ASTM A607, grade 45 (45,000 lb. Minimum yield strength) DJS 2-23-11 ISSUED FOR BIDDING AND PERMIT DJS CHECKED BY: Miami, FL 33127 3401-126 North Miami Ave. LOCATION: DRAWN BY: JLR WORK ORDER: 9-116-54 A THE SHOPS AT MIDTOWN MIAMINORTH BLOCK: PARTY CITY FIXTURE DETAILS PROJECT: SCALE: AS NOTED ISSUES: DATE: BY: PETER F. SPITTLER REGISTERED ARCHITECT FL LIC. NO. AR91705 Base Bracket Hook - Double thickness 12 gage cold rolled full hard steel, 107,000 P.S.I. minimum tensile strength, 95,000 P.S.I. minimum yield strength Shelves and Decks Tops - 22 gage cold rolled commercial quality steel in accordance with ASTM specification A366. Hat Channels - Shelves and decks use 24 gage cold rolled commercial quality steel in accordance with ASTM specification A366. P.S.I. minimum tensile strength, 95,000 P.S.I. minimum yield strength LAST SAVED BY: jaylanr 2/21/2011 4:47 PM DATE SAVED: A ISSUE: A4-02 DWG. NO. BUILDING(S): 150 lb. Per side load capacity with standard duty bottom rails 300 lb. Per side load capacity with heavy duty bottom rails NB-Retail 126 Back material
