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08-1179-002GENERAL NOTES 1. All work shall be in accordance with the requirements of the Florida Building Code, 2004 Edition, and the zoning requirements of The Coral Gables Zoning Code and other applicable municipal requirements, and the base building specifications. 2. Before performing any work or ordering any materials, the contractor shall verify all dimensions and conditions of any existing and new work and shall be responsible for their accuracy. Any differences found shall be submitted to the architect or engineer for verification before proceeding with work. Any discrepancy in dimensions or special modifications required due to field conditions shall be reported in writing to the architect for clarification, or approval or modification before commencing work. The responsibility for any changes made in the field without prior notifications to the architect shall rest with the contractor or any other person approving such change. 3. The architect shall not be responsible for any deviations from these drawings as dated on this sheet. 4. The AIA General Conditions, the Supplementary General Conditions, and General Requirements shall be considered an inclusive part of these specifications and or drawings. All subcontractors, as well as the general contractor, shall be governed by all applicable sections of these documents with reference to their respective areas of work. It shall be the responsibility of the general contractor to advise his subcontractors and suppliers of these requirements. 5. The general contractor shall be held to have examined the site with respect to all existing field conditions and to have fully examined the complete set of architectural drawings as prepared by others, and shall be responsible for the coordination and insertion of this drawing set, as is included as part of the original drawings package. 6. The general contractor shall locate all general reference points and take ordinary precautions to prevent their disruption. Each prime subcontractor shall be responsible for all lines, elevations, measurements and others as may be required of and for his work. He shall be responsible for verifying all figures and details shown on the drawings, which relate to his work, prior to laying out the work. He shall be held responsible for any error resulting from his failure to take such precautions. 7. Termite treatment: Treat all soil under slab and within a distance of P -0" beyond all footings and slab edges as per the requirements of the FBC, Section 1816. Provide a treatment certificate and a permanent sign identifying the termite treatment provider and need for re- inspection and treatment contract renewal. (FBC 104.2.5, 104.2.6) 8. Divisions of the work for subcontracting purposes shall be as per the general contractor's direction. 9. It shall be the responsibility of all the subcontractors to have examined and reviewed the complete set of working drawings and/or specifications and to provide all labor and material for their respective area to work for a complete and finished installation in compliance with the intent of the drawing and/or specifications, whether it is indicated or not. All work whether indicated or not, shall be in compliance with all building codes and ordinances which are applicable to the project. 10. Subcontractors shall cooperate with each other and with the general contractor to provide material and labor that are necessary in each other's work at the proper times so that the construction schedule is not affected. This interfacing shall be the responsibility of the subcontractors whose work is affected as such. 11. All work shall be performed by qualified contractors in strict accordance with manufacturer's specifications. 12. Product manufacturers indicated in schedule and or plans were selected based on quality, style, size, color, etc, and are not intended to restrict competitive bidding. Products "equal to" intended to be used as substitutes are subject to the architect's approval in writing prior to product installation. 13. This drawing package is based on documents, specifications and related information provided by owner /tenant and/or owner /tenant's agent. 14. The design information indicated on plans is intended to be a complete and workable system in accordance with all product manufacturer's specifications, existing and/or proposed, building design, field conditions, etc. All miscellaneous materials, parts, design dimensions, whether indicated on plans or not shall be included as part of this drawing package. 15. Architect shall be notified prior to startup of construction, should existing field conditions vary from drawings by greater than 2 ". 16. The exact location of all underground utilities must be verified prior to construction so that no interference by disruption will be caused. 17. All final surface grading shall be completed to facilitate positive drainage away from the building. Refer to civil paving and drainage plans. 18. The general contractor or subcontractor shall be held responsible for the removal and disposal of all materials and items commonly referred to as "debris" or detemiined by the architect as refuse. 19. The general contractor shall have had made all required provisions for the removal of debris from the site; having charges, dumping fees, etc.., in his original bid submission. 20. Remove any other item or construction as required to accomplish all new work and/or revision work to existing areas as shown or described elsewhere in the contract documents. 21. The general contractor shall provide and install signage, barricades, fencing, lighting, etc. as required for the prevention of personal injuries to the owners, its employees, representatives, clientele, or others within the areas of construction. 22. Protective devices to be installed shall comply with the requirements of all local, state and national governing codes, the building owner guidelines, and other governing forms of authority. The general contractor shall take ordinary precautions to prevent their disruption during the course of work. 23. General contractor shall take ordinary precautions to secure and protect materials to be relocated or warehoused. 24. Prior to the start of any work, the contractor shall secure all permits, licenses, utility connection confirmations, governmental approvals, etc., necessary for full completion of the project. 25. Stucco finish applied to exterior masonry and concrete surfaces, scratched and floated in two coats standard operation in thickness and finish as shown on plans unless otherwise noted. A. Masonry cement: Domestic ASTM C 91 -66, B. Portland Cement: ASTM C150 -67, Type 1, C. Waterproofing agent: Omicron or equal, D. Stucco: 1 Part Portland Cement, 1 Part Masonry cement, 4 -5 parts fine sand, Add waterproofing agent in final coat. E. Aggregate: ASTM C34 -62, F. Water: potable. 26. Painting: Sherwin Williams or approved equal. (1) Exterior: 1 coat masonry primer, 2 coats exterior latex. (2) Interior: (colors to be selected by owner /architect) Drywall surfaces: 1 coat primer - sealer, 2 coats finish latex. Wood surfaces: 1 coat primer, 2 coats enamel or stained and sealed, see finish schedule. 27. General contractor shall provide all of the required metal framing, wood blocking and plywood backing necessary between concrete slabs, roof trusses, concrete block or metal partitions for the support of all equipment, suspended light fixtures, demising walls, light tracts, valances, plumbing (fixtures and accessories for exact location coordinate with owner architect). 28. Any subcontractor cutting into work already completed such as cutting chases and or trenches for the installation of his work and equipment in the building shall do or pay for all back filling, reparation or walls, floors etc or damage by such subcontractor. All repairs shall match existing surfaces. 29. Caulking and Sealants: Installed shall be guaranteed watertight. Exterior metal work including windows and doorframes and all junctions between masonry, concrete and metal shall be sealed with neoprene or polyurethane filler and approved sealant compounds. All installation to conform with manufacture's specifications and requirements. A. Interior work: Sonnebom, Inc. "Kaulkit" or approved equal. B. Exterior work: Polysulfide base sealant (one part) compound Thiokol Chemical Corp" or approved equal. 30. Provide a protective board over all waterproofing membrane at all walls and concrete slabs exposed to earth. 31. General contractor shall protect existing facilities, structures and utilities. They must be verified as to their exact locations so that no interference by disruption will be caused. Damaged that may be caused by the contractor or subcontractors to any of the above mentioned shall be repaired by him and left in as good condition as the existing prior to damaging. 32. Gypsum wallboard: shall conform to the required or specified Underwriters Laboratory (UL) assembly see partition schedule. All gypsum wallboard shall manufactured by UL approved companies. Installation shall meet the following: A. '/z or 5/8 inch thick by 48 wide by height required applied vertically on furring strips at inside of exterior masonry walls at ceiling as indicated. B. Gypsum board partitions shall be erected as shown on the plans or called for in the wall schedule. All joints shall be located so that the panels opposite one another shall fall on alternate studs. All joints shall be taped spackled and finished smooth. C. All gypsum board construction shall be erected plumb, level, square, straight and securely installed with all seams to be vertical. All joints on exposed surfaces shall be flush, tight, and neatly cut and closely fit at openings for the work of other trades at the intersections of gypsum board and other materials. D. metal corner bead shall be used at all exposed comers and ends. E. All restrooms shall use moisture resistant board "green board" at all areas within 8' -0" of any plumbing fixture. F. Install per manufacturer's specifications. 33. Provide galvanic insulation between all dissimilar metals. 34. The general contractor shall fill with concrete all of the broken concrete block cells at all interior and exterior masonry walls caused by any of the general contractor's or sub contractor's workers during the installation of plumbing, electrical, air conditioning or mechanical pipes sleeves, conduits, boxes, equipment and /or accessories during the construction of this project. 35. All of the items below shall have product control approval and/or separate building permit for each item (when applicable) in compliance with the Florida Building Code. All manufacturers and/or suppliers shall submit shop drawings to the architect for review prior to fabrication. 1. Anchors 21. Doors 2. Awnings /sun shades 22. Steel Joists 3. 23. Wood connectors 4. Canopies 24. Prefabricated fences 5. Coolers and Freezers 25. Roofing, ventilators, turbines,vents 6. 7. Garage doors 8. Glass blocks 26. Screen enclosures 9. Insulation (non - roofing) 27. Screen room and wind breakers 10. Metal and Sandwich panels 28. Sheds & manufactured buildings 11. Metal roof systems 29. Shutters 12. Nail & wood Fasteners 30. Skylights such 13. Pass through devices 31. Solar heaters 14. Passage Doors 32. Solar Photovoltaic arrays 15. Plastics 33. Spas (exterior) 16. Plastic Plumbing Fixtures 34. Truss plates 17. Plumbing material 35. Veneered lumber appliances, pool chlorinators, 36. Vinyl Siding and Soffit Glass & electrical pool Heaters 37. Windows 18. Prefabricated Beams 38. Wood trusses 19. Prefabricated Pools 39. Signs 20. Prefabricated railings (stairs & Balconies) INTRUSION AND BURGLARY SECURITY NOTES All door and window construction and locking devices shall comply with the provisions of THE Florida Building Code, including, but not limited to. The following criteria: 1. All locks on exterior doors shall be capable of resisting a force of 3001bs. applied in any movable direction and in accordance with resistance standards set forth in Metro Code 8C. 2. All single exterior swing doors shall have a lock to be keyed operated from exterior with a minimum of 6000 possible key changes or locking auxiliary dead bolt with hardened bolt inserts. 3. The active leaf of pairs of exterior swing doors shall have the same locks as required for single exterior swing doors. The inactive leaf of these pairs shall have multiple point locks with 5'8" minimum throw bolts with inserts. 4. Hinges on exterior out - swinging doors shall have non - removable pins. 5. Jambs of all exterior offset type in -swing doors shall be rabetted or of a similar fabrication to prevent defeating the purpose of the strike and the integrity of the locks and latches. 6. Single, swinging, exterior doors, if wood, shall be of solid core not less than 13/8" thickness. 7. Glass and exterior doors shall comply with the American National Standards Institute's Standard 297.1. 8. Vision panels in exterior doors other than glazing within 40" of the inside locking device of loose and swinging doors shall comply with American National Standards institute's Standard 237.1. 9. Door and window locks by Yale Ogron Products (or approved equal). PLEASE NOTE: This drawing set and its specifications book, notice of acceptances, product and equipment books and manuals, and soil reports shall constitute a single entity. No part of this entity shall be considered without the others. No drawing in this set or specification may be considered on its own. Any information within this set and specification must be understood as part of the whole set. It is the responsibility of the contractor and his sub contractors to be familiar with all aspects of the work described within this drawing set. In addition, the work described within this drawing set must be coordinated with the drawings of the building set and all existing conditions. If any conflicts arise as within the description of work in this drawing set the contractor must notify the architect prior to the beginning of any work and or purchasing. INTERIOR SPECIFICATIONS (WHERE APPLICABLE): ALL INTERIOR FINISHES TO BE CLASS A PER NFPA 10.2.1.2. 1. METAL FRAMING SECTION 05810 MATERIALS ALL STUD FRAMING MEMBERS SHALL BE OF THE TYPE, SIZE AND GUAGE AS SHOW ON THE PLANS AND SPECIFIED HEREIN. ALL STUDS SHALL BE 20 GUAGE GALVANIZED (UNLESS OTHERWISE NOTED) AND SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO ASTM A446 ALL GALVANIZED STUDS AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A4446, GRADE A, WITH A MINIMUM YIELD OF 33, 000 PSI. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS, OR AS REQUIRED FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD POSITIVELY IN PLACE UNTIL PROPERLY FASTENED. INSTALLATION TRACKS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURES AS SHOWN. FLOOR TRACKS SHALL RECEIVE CONTINUOUS SILICON SEALANT EACH SIDE OF THE TRACK BEFORE INSTALLATION OF WALL SHEATHING/FINISH MATERIAL. AT TRACK BUTT JOINTS, ABUTTING PIECES OF TACK SHALL BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT WELDED OR SPLICED TOGETHER. STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO THE FLANGES OR WEBS OF BOTH UPPER AND LOWER TRACKS. STUDS SHALL BE INSTALLED AT 16" ON CENTER UNLESS OTHERWISE NOTED ON THE PLANS. WALL STUD BRIDGING SHALL BE ATTACHED IN A MANNER TO PREVENT STUD ROTATION. BRIDGING ROWS SHALL BE SPACED ACCORDING TO THE FOLLOWING SCHEDULE. WALL UP TO 10' -0" HEIGHT: BRIDGING AT MID- HEIGHT WALLS EXCEEDING 10' -0" HEIGHT: BRIDGING ROWS SPACED NOT TO EXCEED 4' -0" O.C. 2. FINISH CARPENTRY SECTION 06200 PROVIDE MISCELLANEOUS FINISH CARPENTRY ITEMS AS SHOWN ON THE DRAWINGS. INSTALLATION: INSTALL WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS. SCRIBE AND CUT TO FIT ADJOINING WORK INSTALL WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL- LENGTH PIECES TO THE GREATEST EXTENT POSSIBLE. COPE AT RETURNS, MITER AT CORNERS, AND USE SCARF JOINTS FOR END -TO -END JOINTS TO PROVIDE TIGHT FITTING JOINTS WITH FULL SURFACE CONTACT THROUGHOUT LENGTH OF JOINT. ANCHOR TO BLOCKING OR DIRECTLY TO SUBSTRATE WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING WHERE POSSIBLE. ANCHOR COUNTERTOPS SECURELY TO SUPPORT SYSTEMS AS INDICATED. AT DRYWALL PARTITIONS, WHERE BLOCKING DOES NOT EXIT, USE ADHESIVE AND PER - DRILLED COUNTERSUNK TRIM -HEAD SHEET -METAL SCREWS TO ATTACH FINISH CARPENTRY TO METAL STUDS. FILL RECESS TO MATCH SURFACE COLOR OF WOOD. 3. CUSTOM CASEWORK SECTION 06400 PROVIDE SHOP - FABRICATED WOOD CASEWORK, FURNITURE ITEMS, AND MISCELLANEOUS ITEMS AS INDICATED IN THE DRAWINGS. QUALITY ASSURANCE: COMPLY WITH AWI "QUALITY STANDARDS" SECTION 400 FOR "CUSTOM" GRADE. SUBMIT SHOP DRAWINGS TO SHOW LOCATION OF EACH ITEM, DIMENSIONED PLANS AND ELEVATIONS, LARGE SCALE DETAILS, ATTACHMENTS DEVICES AND OTHER COMPONENTS. THE ARCHITECT'S REVIEW OF SUCH DRAWINGS WILL BE FOR DESIGN CONFORMANCE ONLY. VERIFY FIELD MEASUREMENTS AND PROVIDE DIMENSIONS FOR SHOP DRAWINGS BEFORE FABRICATION. CASEWORK MATERIALS: SHALL BE AS SHOWED ON THE MILLWORK DRAWINGS. GENERAL FABRICATION & ASSEMBLY: SHOP FABRICATE CASEWORK TO DIMENSIONS, PROFILES, AND DETAILS INDICATED ON SHOP DRAWINGS. WHERE NECESSARY FOR FITTING AT SITE, PROVIDE AMPLE ALLOWANCE FOR SCRUBBING, TRIlvEAING, AND FITTING. COMPLETE FABRICATION, FINISHING, HARDWARE APPLICATION AND OTHER WORK BEFORE SHIPMENT TO PROJECT SITE TO MAXIMUM EXTENT POSSIBLE. SHOP ASSEMBLY: COMPLETELY ASSEMBLE COUNTERFRONT, CABINETS, COUNTERTOPS, POST, AND GLAZING IN SHOP PRIOR TO SHIPMENT TO PROJECT SITE. MAKE INDIVIDUAL ITEMS IN SEQUENCE WITH REMOVABLE MATERIALS TO FACILITATED FIELD ASSEMBLY. FILED INSTALLATION: INSTALL CASEWORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN 8' -0" FOR PLUMB AND LEVEL AND WITH NO VARIATIONS IN FLUSHNESS OF ADJOINING SURFACES. SCRIBE AND CUT TO FIT ADJOINING WORK. ANCHOR TO BLOCKING OR DIRECTLY TO SUBSTRATES WITH DISTORTION SO THAT CABINET DOORS FIT OPENINGS PROPERLY AND ARE ACCURATELY ALIGNED. ADJUST HARDWARE TO CENTER DOORS IN OPENINGS AND TO PROVIDE FREE OPERATION. ANCHOR COUNTERTOPS SECURELY TO BASE UNITS AND OTHER SUPPORT SYSTEMS AS INDICATED. ADJUST AND CLEAN: REPAIR DAMAGED AND DEFECTIVE CASEWORK WHERE POSSIBLE TO ELIMINATE DEFECTS, WHERE NOT POSSIBLE TO REPAIR, REPLACE CASEWORK CLEAN, LUBRICATE AND ADJUST HARDWARE FOR SMOOTH OPERATION. 4. GYPSUM DRYWALL SECTION 09250 A. GYPSUM WALLBOARD: SHALL CONFORM TO THE REQUIRED OR SPECIFIED UNDERWRITERS LABORATORY (UL) ASSEMBLY SEE PARTITION SCHEDULE. ALL GYPSUM WALLBOARD SHALL MANUFACTURED BY UL APPROVED COMPANIES. INSTALLATION SHALL MEET THE FOLLOWING: A. %2 OR 5/8 INCH THICK BY 48 WIDE BY HEIGHT REQUIRED APPLIED VERTICALLY ON FURRING STRIPS AT INSIDE OF EXTERIOR MASONRY WALLS AT CEILING AS INDICATED. B. GYPSUM BOARD PARTITIONS SHALL BE ERECTED AS SHOWN ON THE PLANS OR CALLED FOR IN THE WALL SCHEDULE. ALL JOINTS SHALL BE LOCATED SO THAT THE PANELS OPPOSITE ONE ANOTHER SHALL FALL ON ALTERNATE STUDS. ALL JOINTS SHALL BE TAPED SPACKLED AND FINISHED SMOOTH. C. ALL GYPSUM BOARD CONSTRUCTION SHALL BE ERECTED PLUMB, LEVEL, SQUARE, STRAIGHT AND SECURELY INSTALLED WITH ALL SEAMS TO BE VERTICAL. ALL JOINTS ON EXPOSED SURFACES SHALL BE FLUSH, TIGHT, AND NEATLY CUT AND CLOSELY FIT AT OPENINGS FOR THE WORK OF OTHER TRADES AT THE INTERSECTIONS OF GYPSUM BOARD AND OTHER MATERIALS. D. METAL CORNER BEAD SHALL BE USED AT ALL EXPOSED CORNERS AND ENDS. E. ALL RESTROOMS SHALL USE MOISTURE RESISTANT BOARD "GREEN BOARD" AT ALL AREAS WITHIN 8' -0" OF ANY PLUMBING FIXTURE. F. INSTALL PER MANUFACTURER'S SPECIFICATIONS. G. PROVIDE AND INSTALL SCREW -TYPE METAL SUPPORT SYSTEM, GYPSUM WALLBOARD, AND DRYWALL FINISHING OF PARTITIONS, FURRING, CEILING AND SOFFIT DROPS WHERE SHOWN OR NOTED ON THE DRAWINGS AND AS SPECIFIED HEREIN. H. METAL FURRING: ASTM A525, G90,26 GAGE MINIMUM, 1 '/2' DEPTH UNLESS NOTED OTHERWISE, SCREW -TYPE ZEE - SHAPED FURRING MEMBERS DESIGNED FOR MECHANICAL ATTACHMENT OF INSULATION BOARDS TO MONOLITHIC CONCRETE AND MASONRY WALLS. I. TRIM ACCESSORIES: ASTM C475. PAPER REINFORCING JOINT TAPE, WITH READY MIXED VINYL -TYPE JOINT COMPOUND, MULTI- PURPOSE, GRADE. J. COMPLY WITH "GYPSUM CONSTRUCTION HANDBOOK" BY UNITED STATES GYPSUM CO. GYPSUM ASSOCIATION GA -216 "RECOMMENDED SPECIFICATIONS FOR APPLICATION AND FINISHING OF GYPSUM BOARD" AND ASTM C754 "INSTALLATION OF FRAMING MEMBERS TO RECEIVE SCREW ATTACHED GYPSUM WALLBOARD, BACKING BOARD, OR WATER RESISTANT BACKING BOARD" FOR ALL INSTALLATION WORK K BASE OF WATER RESISTANT GYPSUM BOARD: PROVIDE V? GAP BETWEEN BOTTOM OF WATER RESISTANT GYPSUM BOARD AND FLOOR SURFACE FOR INSTALLATION OF CONTINUOUS SILICONE SEALANT. L. INSTALL CONTROL JOINTS ABOVE ALL DOOR JAMBS, AND AS INDICATED ON THE DRAWINGS. M. APPLY JOINT TREATMENT AT ALL JOINTS (BOTH DIRECTIONS), METAL TRIM FLANGES, PENETRATIONS, FASTENERS HEADS, SURFACE DEFECTS AND ELSEWHERE AS REQUIRED TO PREPARE WORK FOR FINAL FINISH. APPLY JOINT COMPOUND IN THREE (3) COATS AND SAND SMOOTH BETWEEN LAST TWO (2) COATS AND AFTER LAST COAT. N. INSTALL ACOUSTICAL INSULATION IN PARTITIONS INDICATED ON DRAWINGS TO ACHIEVE STC RATINGS NOTED. INSTALL ACOUSTICAL INSULATION IN PARTITIONS TIGHT WITHIN SPACES, AROUND CUT OPENINGS, BEHIND AROUND AND TIGHT TO PENETRATION ITEMS INSTALL ACOUSTICAL SEALANT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 5. CERAMIC TILE SECTION 09300 PROVIDE CERAMIC TILE FLOORING WITH MATCHING COVE BASE AND BULLNOSE EDGE TRIM, WHERE INDICATED ON THE DRAWINGS AND AS REQUIRED HEREIN. TILE SHALL BE THIN-SET IN ADHESIVE. USE SANDED CEMENT GROUT WITH ACRYLIC ADDITIVE, IN ACCORDANCE WITH TCA HANDBOOK METHOD NO F113. MATERIALS: SEE FINISH LEGEND FOR FLOOR BASE AND WALL MATERIALS. COMPLY WITH MANUFACTURE'S INSTRUCTIONS FOR MIXING AND INSTALLATION OF MATERIALS. EXTEND TILE WORK INTO RECESSES AND UNDER OR BEHIND EQUIPMENT AND FIXTURES, TO FORM A COMPLETE COVERING WITHOUT INTERRUPTIONS, EXCEPT AS OTHERWISE SHOWN. TERMINATE WORK NEATLY AT OBSTRUCTIONS, EDGES AND CORNERS WITHOUT DISRUPTING PATTERN OR JOINT ALIGNMENT. ACCURATELY FORM INTERACTIONS AND RETURNS. PERFORM CUTTING AND DRILLING OF TILE WITHOUT MARRING VISIBLE SURFACES. CAREFULLY GRIND CUT EDGES OF TILE ABUTTING TRIM, FINISH OR BUILT -IN ITEMS FOR STRAIGHT ALIGNED JOINTS. FIT TILE CLOSELY TO ELECTRICAL OUTLETS, PIPING, FIXTURES AND OTHER PENETRATIONS SO THAT PLATES, COLORS, OR COVERS OVERLAP TILE. JOINTING PATTERNS: UNLESS OTHERWISE SHOWN, LAY TILE IN GRID PATTERN. ALIGN JOINTS WHEN ADJOINING TILES ON FLOOR, BASE, WALLS AND TRIM ARE SAME SIZE. LAYOUT TILE WORK AND CENTER TILE FIELDS IN BOTH DIRECTIONS IN EACH SPACE OR ON EACH WALL AREA. ADJUST TO MINIMIZE TILE CUTTING. PROVIDE UNIFORM JOINT WIDTHS, UNLESS OTHERWISE SHOWN. PROVIDE EXPANSION JOINTS IN TILE AT ALL EXPANSION, CONSTRUCTION AND CONTROL JOINTS IN THE BUILDING STRUCTURE IN ACCORDANCE WITH TCA HANDBOOK METHOD EJ171. KEEP EXPANSION JOINTS FREE FROM ADHESIVE OR GROUT. INSTALL BACKER ROD AND SEALANT AS DETAILED ON DRAWINGS. CLEANING: UPON COMPLETION OF PLACEMENT AND GROUTING, CLEAN ALL CERAMIC TILE SURFACES SO THEY ARE FREE OF FOREIGN MATTER UNGLAZED TILE MAY BE CLEANED WITH ACID SOLUTIONS ONLY WHEN PERMITTED BY TILE AND GROUT MANUFACTURER'S, PRINTED INSTRUCTIONS, BUT SOONER THAN 14 DAYS AFTER INSTALLATION. PROTECT METAL SURFACES, CAST IRON AND VITREOUS PLUMBING FIXTURES FROM EFFECTS OF ACID CLEANING. FLUSH SURFACE WITH CLEAN WATER BEFORE AND AFTER CLEANING. FINISH TILE WORK: LEAVE FINISHED INSTALLATION CLEAN AND FREE OF CRACKED, CHIPPED, BROKEN UNBONDED, OR OTHERWISE DEFECTIVE TILE WORK. PROTECTION: WHEN RECOMMENDED BY TILE MANUFACTURER, APPLY A PROTECTIVE COAT OF NEUTRAL PROTECTIVE CLEANER TO COMPLETED TILE WALL AND FLOORS.. PROTECT INSTALLED TILE WORK WITH KRAFT PAPER OF OTHER HEAVY COVERING DURING CONSTRUCTION PERIOD TO PREVENT DAMAGE AND WEAR. PROHIBIT FOOT AND WHEEL TRAFFIC FROM USING TILED FLOORS FOR AT LEAST THREE (3) DAYS AFTER GROUTING IS COMPLETED. BEFORE FINAL INSPECTION REMOVE PROTECTIVE COVERINGS AND RISE NEUTRAL CLEANER FROM TILE SURFACE. 6. ACOUSTICAL CEILINGS SECTION 09510 PROVIDE ACOUSTICAL PANEL CEILINGS WITH EXPOSED SUSPENSION GRID, AS SHOWN AND SCHEDULED ON THE DRAWINGS, AND AS SPECIFIED HEREIN. MATERIALS: SUSPENSION SYSTEM AND ACOUSTIC PANELS AS LISTED IN FINISH LEGEND. MAINTENANCE STOCK: AT TIME OF COMPLETION, DELIVER TWO PACKAGES OF ACOUSTICAL PANELS TO THE OWNER OF EACH TYPE OF MATERIAL USED, FOR FUTURE REPLACEMENT USE. SUSPENSION MATERIALS: COMPLY WITH ASTM C 635 FOR INTERMEDIATE -DUTY CLASS SYSTEM. SIZE ATTACHMENT DEVICES FOR FIVE (5) TIMES DESIGN LOAD. HANGER WIRE SHALL BE GALVANIZED CARBON STEEL, ASTM A 641, SOFT TEMPER, PRE - STRETCHED, 12 GUAGE MINIMUM. COMPLY WITH MANUFACTURE'S PRINTED INSTRUCTIONS, AND WITH GOVERNING REGULATIONS, FIRE - RESISTANCE RATING REQUIREMENTS AND INDUSTRY STANDARDS APPLICABLE TO THE WORK. INSTALL SUSPENSION SYSTEM TO COMPLY WITH ASTM C 636, WITH HANGERS SUPPORTED ONLY FROM BUILDING STRUCTURAL MEMBERS. LOCATE HANGERS NOT LESS THAN 6" FROM EACH END AND SPACE 4' -0" ALONG EACH CARRYING CHANNEL OR DIRECT -HUNG RUNNER SECURE WIRE HANGERS BY LOOPING AND WIRE TYPING, EITHER DIRECTLY TO STRUCTURES OR TO INSERTS, EYE - SCREWS, OR OTHER DEVICES WHICH ARE SECURE AND APPROPRIATE FOR SUBSTRATE. INSTALL EDGE MOLDINGS AT PERIMETER OF ACOUSTICAL CEILING AREA AND AT LOCATIONS WHERE NECESSARY TO CONCEAL EDGES OF ACOUSTICAL UNITS. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENSION SYSTEM, WITH EDGES CONCEALED BY SUPPORT OF SUSPENSION MEMBER SCRIBE AND CUT PANELS TO FIT ACCURATELY AT BORDERS AND AT PENETRATIONS. INSTALL HOLD -DOWN CLIPS ON PANELS WITHIN 10 FEET OF EXTERIOR DOOR 7. PAINTING SECTION 09900 WORK INCLUDES SURFACE PREPARATION AND PAINTING OF INTERIOR AND EXTERIOR SURFACES FOR THE TOTAL PROJECT. WHERE ITEMS PR SURFACES ARE NOT SPECIFICALLY MENTIONED. POINT THE SAME AS SIMILAR ADJACENT MATERIALS OR AREAS. EXPOSED PORTIONS OF FLUSH, MOUNTED GRILLES, DIFFUSERS, AND RECESSED LIGHT FIXTURE TRIMS SHALL BE PAINTED TO MATCH THE COLOR OF THE CEILING, IF THE CEILING IS PAINTED OTHER THAN WHITE. PAINTING NOT REQUIRED: UNLESS OTHERWISE INDICATED, PAINTING IS NOT REQUIRED ON CASEWORK, PLASTIC LAMINATE, MECHANICAL EQUIPMENT, PLUMBING FIXTURE, ELECTRICAL EQUIPMENT (EXCLUDING EXPOSED DISTRIBUTION CABINETS(S) ELECTRICAL DEVICES. PAINTING IS NOT REQUIRED ON SURFACES SUCH AS WALL OR CEILING IN CONCEALED OR INACCESSIBLE AREAS. METAL SURFACES OF ANODIZED ALUMINUM, STAINLESS STEEL, CHROMIUM PLATE AND SIMILAR FINISHED MATERIALS DO NOT REQUIRE FINISH PAINTING. DO NOT PAINT OVER CODE-REQUIRED LABELS OR EQUIPMENT IDENTIFICATION LABELS. JOB CONDITIONS: APPLY PAINTS ONLY WHEN TEMPERATURE OF SURFACES TO BE PAINTED AND SURROUNDING AIR TEMPERATURES ARE WITHIN RECOMMENDED RANGE PERMITTED BY THE PAINT MANUFACTURER'S PRINTED INSTRUCTIONS. MATERIALS: PAINT AND STAIN MATERIALS AS LISTED IN THE FINISH LEGEND. SURFACE PREPARATION: CLEAN SURFACE OF DIRT, RUST, SCALE, GREASE, MOISTURE, OR OTHER CONDITIONS OTHERWISE DETRIMENTAL TO FORMATION OF A DURABLE PAINT FILM. PERFORM PREPARATION AND CLEANING PROCEDURES IN ACCORDANCE WITH PAINT MANUFACTURER'S PRINTED INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE CONDITIONS. REMOVE HARDWARE, ACCESSORIES, PLATES, LIGHTING FIXTURES, AND SIMILAR ITEMS IN PLACE AND NOT TO BE FINISH - PAINTED, OR PROVIDE PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING OPERATIONS. REMOVE, IF NECESSARY, FOR COMPLETE PAINTING OF ITEMS AND ADJACENT SURFACES, FOLLOWING COMPLETION OF PAINTING OF EACH SPACE OR AREA, REINSTALL REMOVED ITEMS. PAINT ?C�ItiTON3 (aF EhI�TI��1GUII�DING THAT ARE AFFECTED OR DAMAGED BY TBE CONS D UCTiON OF THE ADDITION. PAINT EXISTING BUILDING WHERE IT MEETS THE NEW ADDITION IN ORDER FOR THE UNION OF THE TWO CONSTRUCTIONS TO LOOK UNIFORM IN -�CQLOR AND TEXT'^JRE.- COPITIIN'JE PAINT TO A LOGICAL BREAK SUCH AS A; REVEIIL OR s', STTJCCC SCORED JOINT, OR CONSULT WITH -ARCHITECT.-- COMPLY WITH MANUFACTURER'S PRINTED DIRECTIONS IN APPLYING PAINT MATERIALS, USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. SCHEDULING: APPLY FIRST -COAT MATERIAL TO SURFACES THAT HAVE BEEN CLEANED, PRE - TREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICAL AFTER PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. ALLOW SUFFICIENT TIME BETWEEN SUCCESSIVE COATINGS TO PERMIT PROPER DRYING. DO NOT RE -COAT UNTIL PAINT HAS DRIED TO WHERE IT FEELS FIRM, DOES NOT DEFORM OR FEEL STICKY UNDER MODERATE THUMB PRESSURE, AND APPLICATION OF ANOTHER COAT OF PAINT DOES NOT CAUSE LIFTING OR LOSS OF ADHESION OF THE UNDERCOAT. FORMULATE COLOR OF PRIME COAT TO MATCH COLOR OF FINISH COATS. APPLY PAINT TO PROVIDE AN OPAQUE SMOOTH, SURFACE OF UNIFORM FINISH COLOR, APPEARANCE AND COVERAGE. CLOUDINESS, SPOTTING, HOLIDAYS, LAP MARKS, BRUSH MARKS, RUNS, SAGS, RAPIDNESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. APPLY ADDITIONAL PAINT COATS WHEN UNDERCOATS, STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF PAINT, UNTIL PAINT FILM IS OF UNIFORM FINISH, COLOR AND APPEARANCE. GIVE SPECIAL ATTENTION TO INSURE THAT SURFACES, INCLUDING EDGES, CORNERS, CREVICES, AND EXPOSED FASTENERS RECEIVE A DRY FILM THICKNESS EQUIVALENT TO THAT OF FLAT SURFACES. REMOVE, REFINISH OR REPAINT WORK NOT IN COMPLIANCE WITH SPECIFIED REQUIREMENTS. CLEAN UP: DURING THE PROGRESS OF THE WORK, REMOVE FROM SITE DISCARDED PAINT MATERIALS, RUBBISH, CANS AND RAGS AT END OF EACH WORK DAY. UPON COMPLETION OF PAINTING WORK, CLEAN WINDOW GLASS AND OTHER DAMAGED PAINT - SPATTERED SURFACES. REMOVE SPATTERED PAINT AND CLEAN DAMAGED FINISH SURFACES. REMOVE SPATTERED PAINT AND CLEAN DAMAGED FINISH SURFACES. TOUCH -UP AND RESTORE ALL DAMAGED OR DEFACED PAINTED SURFACES AFTER COMPLETION. 8. MISCELLANEOUS SPECIALTIES SECTION 10000 PROVIDE THE FOLLOWING SPECIALTIES AS INDICATED ON THE DRAWING AND AS SPECIFIED HEREIN. TOILET ACCESSORIES: AS SCHEDULED ON THE DRAWINGS. INSTALLATION: SET EACH ITEM OF NON - MOBILE AND NON - PORTABLE ITEM SECURELY IN PLACE LEVELED AND ADJUSTED TO THE CORRECT WORKING HEIGHT. ANCHOR TO SUPPORTING SUBSTRATE WHERE INDICATED AND WHERE REQUIRED OPERATION AND USE WITHOUT SHIFTING OR DISLOCATION. CONCEAL ANCHORAGES WHERE POSSIBLE. TEST EACH ITEM TO DETERMINE THAT IS OPERATING PROPERLY. REPAIR OR REPLACE ITEMS FOUND TO BE DEFECTIVE. REMOVE PROTECTIVE COVERINGS, IF ANY CLEAN ITEMS TO BE READY FOR USE. TOILET PARTITIONS: AS SHOWN ON DRAWINGS. INSTALLATION: PROVIDE A SOLID POLYMER PANEL CONSTRUCTION: SINGLE COLOR WITH STAINLESS STEEL #4 OR POLISHED EXPOSED STEEL ACCESSORIES AS MANUFACTURED BY GLOBAL STEEL PRODUCTS SANYMETAL OR AMPCO SUBMIT SHOP DRAWINGS AND PRODUCT DATA TO ARCHITECT FOR APPROVAL. ALL INSTALLATION MUST COMPLY WITH ADA & FACBC REQUIREMENTS. N N11 P�`�I sOUJ 1 Olt 501 tAG pEP gV11.01t�1C' SECTION ppPROVED a� pA3L'. CITY OF SOUTH MIA N11 BUILDING DE-I?-T';.. STE APPRU DXE: ee an Hair Studio CHANDLER AND ASSOCIATES AR p.A. NO. DATE REVISION NO. DATE REV�91ON DRAWING T1TLE: GENERAL Na Interior Improvements R� �JAm WSNOTES , SUITE 135, GROUND FLOOR PLAZA 57 SOLTIH '' 33143 SCALE- SEE SHEET DATE: October 2, 2008 7301 S.W. 57TH COURT � � ' � � l�1PROJECT ECT "� zooato DNG NO RAWI F: CITY OF SOUTH MIAMI These plane are for bulking departnent review. They are not to be construed as final construction docunvnts approvals e° eta theAva�tio �e are t '�'c COM A 002 SOUTH MIAMI, FLORIDA 33143 dr wirge s , tl oftthe o� matin approval and review is, to ass<re compliance with the applicable codes and standards.