Attachment_1_-_Revised_BLDG_1_CAFETERIA_EXPANSION_DRAWINGS_06JUN19_drawings.pdf

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STAIR #1

MECH ROOM

053A

DISH WASH

053B

REFRIGERATOR/FREEZER

053C

KITCHEN

PX STORAGE

STAIR #2

VAULT

043C

CONF. ROOM

043B

OFFICE

043A

CREDIT UNION

BARBER SHOP

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F TRAVEL

A902

16' - 0" 16' - 0" 16' - 0" 16' - 0"

9'

4"

15' - 5"17' - 2"15' - 5"16' - 8 1/2"

A501

PHASING NOTES:

1. WORK TO REMOVE AND CONNECT UTILITIES SHALL BE LIMITED TO HOURS WHEN

CAFETERIA IS NOT IN OEPRATION. ALL AREAS OF OCCUPIED SPACE SHALL BE MADE

CLEAN, FREE OF DEBRIS AND SECURE IN ADVANCE OF HOURS OF OPERATION.

2. THE CONTRACTOR SHALL LIMIT CONSTRUCTION TRAFFIC AND ACTIVITY DURING

BUSINESS HOURS IN EGRESS CORRIDOR TO THE EXTERIOR THRU EXTERIOR

STOREFRONT DOOR. WORK REQUIRED IN THE ADJACENT EGRESS CORRIDOR SHALL

BE STAGED TO PROVIDE A PLASTIC PROTECTIVE BARRIER FOR NO MORE THAN ONE

HALF OF THE WIDTH OF THE CORRDIOR. NO MATERIAL OR PERSONNEL SHOULD GO

THRU THE VESTIBULE.

3. CONTRACTOR SHALL PROVIDE FOR CHAPTER 34 OF THE UNIFIED FACILITIES CRITERIA (UFC) 3-600-01, DATED 8 AUGUST 2016, CHANGE 2, 25 MARCH 2018 FIRE PROTECTION ENGINEERING FOR FACILITIES, AS WELL AS ALL REQUIREMENTS OF NFPA 241 (2013), SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS SHALL BE ADHERED TO BY THE CONTRACTOR. CONTRACTOR PHASING PLAN SHALL BE REVIEWED AND APPROVED BY THE FIRE INSPECTOR FOR EGRESS COMPONENTS AND FIRE ALARM SYSTEMS. THESE COMPONENTS SHALL REMAIN OPERATIONAL AT ALL TIMES, OR PROVISIONS SHALL BE MADE (AND APPROVED BY THE FIRE INSPECTOR) IN ADVANCE OF WORK.

4. SEE DRAWING A901 EQUIPTMENT AND FURNITURE PLAN FOR MORE INFORMATION.

PROJECT SUMMARY

The project includes the renovation of the existing cafeteria space. Space from the existing "PX" will be consolidated to add seating to the cafeteria from 42 seats to 72 seats. In addition, the existing open space will be reconfigured to improve traffic flow of cafeteria customers. The majority of the work will include selective demolition, reconfigured cafeteria user spaces, addition of a new coffee cafe, new food service line counternew floor, wall and ceiling finishes, plumbing and electrical and associated fixtures and millwork. New equipment, convenience power and lighting shall also be provided. There is not a sprinkler system in the space and existing fire alarm devices shall be reworked to ensure that they are visible and accessible to the occupants.

BUILDING CODE SUMMARY

Project Location: Building 1

Applicable Building Code:UFC (Uniformed Federal Code) 1-200-01 and applicable UFC references* IBC (International Building Code), 2015 IEBC (International Existing Building Code), 2015 All applicable IBC, industry ref. from the UFC, IBC & NFPA standards *UFS references the IBC, unless otherwise noted herein.

Applicable Access Code:(UFAS) Uniform Federal Accessibility Standards, 2008 Architectural Barriers Act and applicable references 28 CFR Part 36: ADA Accessibility Guidelines International Building Code, 2015

USE AND OCCUPANCY IBC - Chapter 3 Assembly Use A-2 (see section 303.3).

FLOOR USE ACTUAL

GROUND A-3/ASSEMBLY 2,651 SF

TOTAL 2,651 SF (affected area)

GENERAL BUILDING HEIGHTS AND AREAS: IBC - Chapter 5 The existing building is a two and four storey, mixed use building with business and assembly use. While not completely separated, the section of the building with two stories contains the large assembly spaces.

The building is partially sprinklered. There may be seperation between uses, but it has been determined that the scope of this work does not require extensive investigation of this separation since the existing assembly use is remaining and only 500 SF of "mercantile" space is being converted to add to the adjacent assembly use.

Table 504.4 - As a Construction Type 2B, the height of Building 1 at the 2 storey section is the same as the limitation for a building of assembly use and unsprinkled. As a Construction Type 2B, the height of Building 1 at the 4 storey section is one storey greater than allowable for a building of business use and unsprinkled. The work oes not require correction of this non-conformity.

Table 506.2 - As a Construction Type 2B, the floor area of Building 1 falls well below the limit of 9,500 SF for Assembly A-2.

CONSTRUCTION TYPE: IBC - Chapter 6 Foundation: Poured concrete foundation and slab on grade.

Structure: Concrete cast in-place structure and floor.

Exterior Walls: concrete and CMU block, in some locations.

Roof: low sloped rubber membrane with pitches to rain leaders.

Interior Walls: Some CMU walls with furring and finishes. Metal stud framing with gypsum wallboard.

Ceilings: Suspended acoustic ceiling tiles and GWB ceilings as well.

Classification*: 2B is assumed based on review of the structure and potential for some unprotected steel members in the auditorium.

Fire Resistance Ratings for Building Elements (Table 601) - no ratings required.

FIRE PROTECTION SYSTEMS UFC 3-600-01 / UFC 1-200-01 / NFPA 101

Section 1-4.2.1 of the UFC states “UFC 3-600-01 supplements the requirements listed in UFC 1-200-01.

UFC 3-600-01 supersedes NFPA and other industry standards except where not specifically addressed by this UFC.” SPRINKLER MODIFICATIONS ARE ADDRESSED IN UFC Section 9-7.2.4., AND

THEREFORE ARE SPECIFICALLY ADDRESSED AND SUPERCEDES THE NFPA.

The UFC 1-200-01, Section 2-9 FIRE PROTECTION SYSTEMS refers to UFC 3-600-01 in lieu of IBC Chapter 9. NFPA covers items not resolved in the UFC.

Per Section 34-1.2.1 – states that Existing Facilities, states that work shall conform to the Building Rehabilitation chapter of the NFPA 101 Life Safety Code.

Per NFPA 101 13.3.5.1 - Existing assembly occupancies only require sprinkler protection when occupant load exceeds 100 in dance halls, discotheques, nightclubs, and assembly occupancies with festival seating. This assembly use does not fall under this category. NFPA 101 12.3.5.1 has similar language, however no occupant load number is listed.

Per UFC 3-600-01, section 9-7.2.4 - Sprinkler protection must be provided for additions or modifications of existing facilities if the entire gross floor area of the facility (including the addition, if provided) exceeds the area in section 9-7 (15,000 SF) or is multi-story. It is assumed for this project that the gross area as noted is for the affected area of the work, the work is not an addition, nor is it multi-storey.

Since the UFC addresses sprinkler requirements as noted above and sprinklers are specifically addressed in the UFC, the Fire Inspector as AHJ has determined that NFPA 101 requirements for a sprinkler system in new construction are negated.

MEANS OF EGRESS IBC - Chapter 10/NFPA 101 There are four points of egress from the existing space.

Occupant Load - Table 1004.1.2 – Minimum floor area allowances per Occupant Function or Space SF per Occupant Assembly 15 SF net

Occupant Load Calculation Table 1004.1.2/NFPA SF-A 2,651 sf/15 sf per Occupant = 177 Occupants

Number of Exits Table 1006.3/NFPA An Occupant Load of 1-500 requires 2 Exits. 4 exits have been provided.

Exit Access Travel Distance Table 1017.2 without sprinkler system Maximum Travel Maximum Travel

Occupancy Distance Required Distance Provided A-Assembly 200 Feet 30 Feet

ACCESSIBILITY: UFAS – Section 4.1.2 Accessibility to all levels of the building are required to be accessible via a passenger elevator per part (5) LALU lift and passanger elevator exists and exit is at grade at three of the four egress points.

CLASSIFICATION OF WORK IEBC - Chapter 5 Section 504, Alteration - Level 2 – due to the reconfiguration of space and work flow of the space for the cafeteria user, this classification of work is most applicable.

Section 506, Change of Occupancy – due to the limited area of the change in occupancy, this provision of the code is not applicable. The egress for the space is improved as a result of the work.

ALTERATIONS - LEVEL 1 IEBC - Chapter 7 Section 704 - egress shall be maintained at current level.

Section 705 - Accessibility for all items shall be provided.

Additionally, the code refers to Chapters 6 & 8 for a Level 2 Classification. All items have been reviewed for compliance with Building elements, materials, means of egress and accessibility.

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1/4" = 1'-0"

CAFETERIA PLAN1

DRAWING INDEX

SHEET # SHEET TITLE

ISSUE

HISTORY:

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T

D

EC

ARCHITECTURAL

G001 COVER SHEET

G002 SPECIFICATIONS

AD100 DEMOLITION PLANS

A100 FLOOR PLAN

A200 REFLECTED CEILING PLAN

A500 INTERIOR ELEVATIONS

A501 ENLARGED PLANS AND INTERIOR ELEVATIONS

A800 SCHEDULES & WALL TYPES

A900 FINISHES PLAN

A901 EQUIPMENT & FURNITURE

0' 2' 4' 8' 16'

A A COLUMN GRIDS ADDED

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CONSTRUCTION NOTES:

SEE SOW FOR INFORMATION ON GENERAL CONDITIONS. THE SOW, BASE CONTRACT,

DRAWINGS AND SPECIFICATIONS ENCOMPASS THE SCOPE OF THE WORK.

05400: COLD FORMED METAL FRAMING

1. PROVIDE NON-LOAD BEARING METAL STUD WALL SYSTEM FOR ALL INTERIOR PARTITIONS.

UTILIZE VIPOR STUD BY MARINO-WARE. DEFLECTION TRACK OR EQUAL TO BE USED AT

CEILING CONNECTION. UTILIZE SIZE BASED ON OVERALL HEIGHT FROM FLOOR TO DECK

ABOVE. PROVIDE NEXT GAUGE STRONGER THAN CODE REQUIREMENT FOR LOAD OF 7.5 PSF

WITH SPACING OF 16” O.C.. DO NOT EXCEED RECOMMENDED LENGTHS BY MANUFACTURER.

PROVIDE BRACING AS RECOMMENDED BY MANUFACTURER.

2. INSTALL COLD-FORMED METAL FRAMING ACCORDING TO AISI'S "STANDARD FOR COLD-

FORMED STEEL FRAMING - GENERAL PROVISIONS" AND TO MANUFACTURER'S WRITTEN

INSTRUCTIONS WHICHEVER IS MORE STRINGENT. INSTALL COLD-FORMED METAL FRAMING

AND ACCESSORIES PLUMB, SQUARE, AND TRUE TO LINE, AND WITH CONNECTIONS

SECURELY FASTENED. INSTALL FRAMING MEMBERS IN ONE-PIECE LENGTHS. INSTALL

TEMPORARY BRACING AND SUPPORTS TO SECURE FRAMING AND SUPPORT LOADS

COMPARABLE IN INTENSITY TO THOSE FOR WHICH STRUCTURE WAS DESIGNED. MAINTAIN

BRACES AND SUPPORTS IN PLACE, UNDISTURBED, UNTIL ENTIRE INTEGRATED SUPPORTING

STRUCTURE HAS BEEN COMPLETED AND PERMANENT CONNECTIONS TO FRAMING ARE

SECURED.

3. DO NOT BRIDGE BUILDING EXPANSION AND CONTROL JOINTS WITH COLD-FORMED METAL

FRAMING. INDEPENDENTLY FRAME BOTH SIDES OF JOINTS.

4. FASTEN HOLE REINFORCING PLATE OVER WEB PENETRATIONS THAT EXCEED SIZE OF

MANUFACTURER'S STANDARD PUNCHED OPENINGS. SPACE INDIVIDUAL FRAMING MEMBERS

NO MORE THAN PLUS OR MINUS ¼” FROM PLAN LOCATION. CUMULATIVE ERROR SHALL NOT

EXCEED MINIMUM FASTENING REQUIREMENTS OF SHEATHING OR OTHER FINISHING

MATERIALS.

5. PROVIDE WIRE HANGERS AND SUSPENSION SYSTEMS FOR ACT GRID DIRECT HUNG

MEETING ASTM C645.

6. PROVIDE DEFLECTION TRACT AT HEAD OF WALL.

7. FASTENERS FOR METAL FRAMING TO BE OF TYPE, MATERIAL, SIZE, CORROSION

RESISTANCE AND HOLDING POWER TO FASTEN STEEL MEMBERS TO SUBSTRATE. COMPLY

WITH ASTM C 840 FOR GYPSUM BOARD ASSEMBLY.

8. HANGERS TO ATTACH TO STRUCTURE AND NOT INTERFERE WITH DUCTS, PIPES OR

CONDUIT. CONFORM TO SEISMIC REQUIREMENTS.

9. PROVIDE ISOLATION STRIPS FOR STUDS AT DISSIMILAR MATERIALS.

10. DO NOT FASTEN OR ANCHOR COMPONENTS INTO EXISTING "TRANSITE" METAL WALL

PANELS.

11. PROVIDE PRODUCT DATA SUBMITTAL.

06100: ROUGH CARPENTRY

1. PROVIDE METAL OR WOOD BLOCKING, GROUNDS AND NAILERS WHERE INDICATED AND

WHERE NECESSARY FOR ATTACHMENT OF OTHER WORK. COORDINATE WITH FAASTENING

REQUIREMENTS OF OTHER ATTACHED ITEMS AND ATTACH TO SUBSTRATE AS REQUIRED TO

SUPPORT APPLIED LOADING. INCLUDE BLOCKING AT AREAS INCLUDING BUT NOT LIMITED TO

CASEWORK, MILLWORK, NEW TV MOUNTING LOCATIONS, WAINSCOTTING AND

RECONFIGURED SERVICE LINE.

06200: FINISH CARPENTRY

1. ALL SHELVING, PANELING, STANDING AND RUNNING TRIM SHALL CONFORM TO STEEL

FABRICATION OR AWI PREMIUM GRADE REQUIREMENTS. PROVIDE MANUFACTURER AND

MODEL WHERE NOTED. FIELD MEASURE ALL LOCATIONS TO RECEIVE SHELVING, CASEWORK

AND MILLWORK PRIOR TO FABRICATION.

2. SHOP DRAWINGS FOR ALL CASEWORK AND MILLWORK SHALL BE PROVIDED AND

DESIGNED TO SHOW SPECIFIED COMPONENTS (SUCH AS STAINLESS STEEL TABLES) AND

INTEGRATION WITH OTHER MATERIALS. FASTENING AND CONNECTION OF MATERIALS WITH

FINISHED CONDITIONS ON ALL SIDES SHALL BE REPRESENTED ON THE DRAWINGS. PROVIDE

PRODUCT DATA AS WELL. PROVIDE ENCLOSED CONDITIONED ENVIRONMENT BEFORE

BRINGING MATERIAL TO SITE OR INSTALLING IN PLACE.

3. ALL MATERIAL SHALL BE FINISHED IN THE SHOP TO THE GREATEST EXTENT POSSIBLE

PRIOR TO INSTALLATION.

4. CLOSED-GRAINED HARDWOOD PRE-FINISHED FOR DELIVERY. CASEWORK; MAPLE.

5. THE CONTRACTOR SHALL PROVIDE A MAPLE WOOD CABINET WITH MELAMINE COVERED

3/4" PARTICLE BOARD SHELF, ALL INTERIOR SURFACES. THE CONTRACTOR SHALL PROVIDE

CABINET DOORS AND PROVIDE ONE SHELF AT EACH CABINET. DOOR PULLS AND CABINET

HARDWARE TO INCLUDE DOOR PULLS SHALL BE SUBMITTED BY CONTRACTOR FOR

APPROVAL. CABINETS SHALL HAVE PRE-DRILLED HOLES OR RECESSED STANDARDS WITH

METAL BRACKETS SO SINGLE SHELF PER UNIT CAN BE ADJUSTED. NO LOCKS OR DRAWERS

ARE REQUIRED FOR CABINETS. THE CONTRACTOR SHALL PROVIDE CONCEALED SELF-

CLOSING CABINET DOOR HUNDGES. FINISH FOR ALL HARDWARE SHALL BE SATIN ALUMINIUM.

6. COMPLETE FABRICATION TO THE MAXIMUM EXTENT POSSIBLE BEFORE SHIPMENT TO

PROJECT SITE. WHERE NECESSARY FOR FITTING AT SITE, PROVIDE ALLOWANCE FOR

SCRIBBING, TRIMMING AND FITTING.

7. PROVIDE CUSTOM GRADE INTERIOR WOODWORK, CASEWORK, AND FINISHING.

8. BEFORE INSTALLATION, CONDITION WOODWORK TO AVERAGE PREVAILING HUMIDITY

CONDITIONS IN INSTALLATION AREAS. EXAMINE SHOP-FABRICATED WORK FOR COMPLETION

AND COMPLETE WORK AS REQUIRED, INCLUDING REMOVAL OF PACKAGING AND

BACKPRIMING.

9. INSTALL WOODWORK LEVEL, PLUMB, TRUE AND STRAIGHT TO A TOLERANCE OF 1/8" IN 96

INCHES. SHIM AS REQUIRED WITH CONCEALED SHIMS. SCRIBE AND CUT WOODWORK TO FIT

AJOINING WORK. REFINISH CUT SURFACES AND REPAIR DAMAGED FINISH AT CUTS.

10. ANCHOR WOODWORK TO ANCHORS OR BLOCKING BUILT IN OR DIRECTLY ATTACHED TO

SUBSTRATES. SECURE WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING

AS REQUIRED FOR COMPLETE INSTALLATION. USE FINE FINISHING NAILS OR FINISHING

SCREWS FOR EXPOSED FASTENING, COUNTERSUNK AND FILLED FLUSH WITH WOODWORK

AND MATCHING FINAL FINISH IF TRANSPARENT FINISH IS INDICATED.

11. STANDING AND RUNNING TRIM: INSTALL ALL TYPES OF TRIM WITH MINIMUM NUMBER OF

JOINTS POSSIBLE. USE FULL LENGTH PIECESTO GREATEST EXTENT POSSIBLE. SCARF

RUNNING JOINTS AND STAGGER IN ADJACENT AND RELATED MEMBERS. FILL GAPS, IF ANY

BETWEEN TOP OF BASE AND WALL WITH PLASTIC WOOD FILLER. SAND SMOOTH, AND FINISH

SAME AS WOOD BASE IF FINISHED.

12. CABINETS: INSTALL WITHOUT DISTORTION SO DOORS AND DRAWERS FIT OPENINGS

PROPERLY AND ARE ACCURATELY ALIGNED. ADJUST HARDWARE TO CENTER DOORS AND

DRAWERS IN OPENINGS AND TO PROVIDE UNENCUMBERED OPERATION. FASTEN BASE AND

WALL CABINETS THRU BACK OF UNIT, NEAR TOP AND BOTTOM, AT ENDS AND NO MORE THAN

16" O.C. WITH NO. 10 WAFER HEAD SHEET METAL SCREWS OR TOGGLE BOLTS THRU METAL

BACKING OR METAL FRAMING BEHIND WALL FINISH.

13. COUNTERTOPS: ANCHOR SECURELY BY SCREWING THROUGH CORNER BLOCKS OF BASE

CABINET OR OTHER SUPPORTS INTO UNDERSIDE OF COUNTERTOP. CAULK SPACE BETWEEN

BACKSPLASH AND WALL WITH SEALANT AS SPECIFIED.

09300: PORCELAIN TILE (CONTINUED)

23. INSTALL NON-CERAMIC TRIM IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

24. INSTALL THRESHOLDS WHERE INDICATED.

25. SOUND TILE AFTER SETTING. REPLACE HOLLOW SOUNDING UNITS.

26. KEEP EXPANSION JOINTS FREE OF ADHESIVE OR GROUT. APPLY SEALANT TO JOINTS.

27. ALLOW TILE TO SET FOR A MINIMUM OF 48 HOURS PRIOR TO GROUTING.

28. GROUT TILE JOINTS. USE STANDARD GROUT UNLESS OTHERWISE INDICATED.

29. APPLY SEALANT TO JUNCTION OF TILE AND DISSIMILAR MATERIALS AND JUNCTION OF

DISSIMILAR PLANES.

30. THIN-SET METHODS OF TILE PER TCNA AS NOTED HEREIN. OVER EXTERIOR CONCRETE

SUBSTRATES, INSTALL IN ACCORDANCE WITH TCA HANDBOOK METHOD F122, THIN SET,

WITH LATEX-PORTLAND CEMENT GROUT. WATER PROOFING MEMBRANE AS REQUIRED.

CLEAN TILE AND GROUT SURFACES. DO NOT PERMIT TRAFFIC OVER FINISHED FLOOR

SURFACE FOR 72 HOURS AFTER INSTALLATION. COVER FLOORS WITH KRAFT PAPER AND

PROTECT FROM DIRT AND RESIDUE FROM OTHER TRADES. WHERE FLOOR WILL BE

EXPOSED FOR PROLONGED PERIODS COVER WITH PROTECTION BOARD.

09510: ACOUSTICAL CEILING TILE

GENERAL INFORMATION

1. SECTION INCLUDES ACOUSTICAL CEILING PANELS, EXPOSED GRID SYSTEM, WIRE

HANGERS, FASTENERS, MAIN RUNNERS, CROSS TEES, AND ANGLED WALL MOULDINGS.

2. SUBSTITUTIONS WILL NOT BE CONSIDERED.

3. CISCA SEISMIC LOADS 3 & 4 - CEILING AND INTERIOR SYSTEMS CONSTRUCTION

ASSOCIATION GUIDELINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED

CEILING ASSEMBLIES.

4. SEISMIC LOADS: DESIGN AND SIZE COMPONENTS TO WITHSTAND SEISMIC LOADS IN

ACCORDANCE WITH MASSACHUSETTS BUILDING CODE 780 CMR.

5. SUBMIT PRODUCTS FOR THE FOLLOWING: MANUFACTURER'S TECHNICAL DATA FOR EACH

TYPE OF ACOUSTICAL CEILING UNIT AND SUSPENSION SYSTEM REQUIRED, SAMPLE TILE

AND PRODUCT LITERATURE FOR EACH COMPONENT USED.

6. SINGLE SOURCE RESPONSIBILITY: PROVIDE ACOUSTICAL PANEL UNITS AND GRID

COMPONENTS BY A SINGLE MANUFACTURER.

7. HANDLING ACOUSTICAL CEILING UNITS CAREFULLY TO AVOID CHIPPING EDGES OR

DAMAGE TO THE UNITS IN ANY WAY.

8. DELIVER ACOUSTICAL CEILING UNITS TO PROJECT SITE IN ORIGINAL, UNOPENED

PACKAGES AND STORE THEM IN A FULLY ENCLOSED SPACE WHERE THEY WILL BE

PROTECTED AGAINST DAMAGE FROM MOISTURE, DIRECT SUNLIGHT, SURFACE

CONTAMINATION AND OTHER CAUSES.

9. BEFORE INSTALLING ACOUSTICAL CEILING UNITS, PERMIT THEM TO REACH ROOM

TEMPERATURE AND STABLE MOISTURE CONTENT.

10. ALL CEILING PRODUCTS AND SUSPENSION SYSTEMS MUST BE INSTALLED AND

MAINTAINED IN ACCORDANCE WITH ARMSTRONG WRITTEN INSTALLATION INSTRUCTIONS

FOR THAT PRODUCT IN EFFECT AT THE TIME OF INSTALLATION AND BEST INDUSTRY

PRACTICE. PRIOR TO INSTALLATION, THE CEILING PRODUCT MUST BE KEPT CLEAN AND

DRY, IN AN ENVIRONMENT THAT IS BETWEEN 32oF (0o C) AND 120oF (49o C) AND NOT

SUBJECT TO ABNORMAL CONDITIONS. ABNORMAL CONDITIONS INCLUDE EXPOSURE TO

CHEMICAL FUMES, VIBRATIONS, AND MOISTURE FROM CONDITIONS SUCH AS BUILDING

LEAKS OR CONDENSATION, EXCESSIVE HUMIDITY, OR DIRT OR DUST BUILDUP.

11. PROVIDE FOR EXTRA TILE MATERIAL EQUAL TO 5% OR THE REMAINDER OF THE OPENED

CARTONS, BUT NO LESS THAN 4 FULL TILES.

WARRANTY

1. ACOUSTICAL PANEL: SUBMIT A WRITTEN WARRANTY EXECUTED BY THE MANUFACTURER,

AGREEING TO REPAIR OR REPLACE ACOUSTICAL PANELS THAT FAIL WITHIN THE WARRANTY

PERIOD. FAILURES INCLUDE, BUT ARE NOT LIMITED TO ACOUSTICAL PANELS AND GRID

SYSTEM.

PRODUCT

1. PROVIDE ALL PRODUCTS BY ARMSTRONG WORLD INDUSTRIES, INC.

2. TYPE 1 TILE TO BE: SCHOOL ZONE FINE FISSURED, 1820 AS MANUFACTURED BY

ARMSTRONG WORLD INDUSTRIES. TILE SHALL BE 24X24 ANGLED TEGULAR WHITE TILE.

3. TYPE 2 TILE TO BE: KITCHEN ZONE, 673 AS MANUFACTURED BY ARMSTRONG WORLD

INDUSTRIES. TILE SHALL BE 24X24 SQUARE LAY IN WHITE TILE.

4. PROVIDE GRID SYSTEMS AND ALL COMPONENTS BY ARMSTRONG, PRELUDE XL 15/16"

EXPOSED TEE SYSTEM. SYSTEM SHALL BE WHITE.

5. MAIN BEAMS, CROSS TEES, WIRE HANGERS, TIES AND ACCESSORIES TO COMPLY WITH

INTERNATIONAL BUILDING CODE, SECTION 1621 AND 780 CMR FOR SEISMIC REQUIREMENTS.

EXECUTION

1. DO NOT PROCEED WITH INSTALLATION UNTIL ALL WET WORK SUCH AS CONCRETE,

PLASTERING AND PAINTING HAS BEEN COMPLETED AND THOROUGHLY DRIED OUT.

2. MEASURING EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL UNITS TO

BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING. AVOID USE OF LESS

THAN HALFWIDTH UNITS AT BORDERS, AND COMPLY WITH REFLECTED CEILING PLANS.

COORDINATE PANEL LAYOUT WITH MECHANICAL AND ELECTRICAL FIXTURES.

3. COORDINATION: FURNISH LAYOUTS FOR PRESET INSERTS, CLIPS, AND OTHER CEILING

ANCHORS WHOSE INSTALLATION IS REQUIRED. FURNISH INSERTS AND SIMILAR DEVICES TO

OTHER TRADES FOR INSTALLATION WELL IN ADVANCE OF TIME NEEDED FOR

COORDINATION OF THE OTHER WORK.

4. REPLACE DAMAGED AND BROKEN PANELS.

5. CLEAN EXPOSED SURFACES OF ACOUSTICAL CEILINGS, INCLUDING TRIM, EDGE

MOLDINGS, AND SUSPENDED MEMBERS. COMPLY WITH MANUFACTURER'S INSTRUCTIONS

FOR CLEANING AND TOUCH UP OF MINOR FINISH DAMAGE.

a. CEILING TOUCH-UP PAINT, ITEM #5760, 8 OZ. BOTTLES OR ITEM #5761, QUART SIZE CANS, "GLOBAL WHITE" LATEX PAINT SHOULD BE USED TO HIDE MINOR SCRATCHES & NICKS IN

THE SURFACE & TO COVER FIELD AND TEGULARIZED EDGES THAT ARE EXPOSED TO VIEW.

6. REMOVE AND REPLACE WORK THAT CANNOT BE SUCCESSFULLY CLEANED AND

REPAIRED TO PERMANENTLY ELIMINATE EVIDENCE OF DAMAGE.

09672 EPOXY FLOORING

GENERAL INFORMATION

1. PROVIDE EPOXY FLOORING PER THE DRAWING AND FINISH SCHEDULE AS A PART OF

RESINOUS FLOORING SYSTEM

2. THE WORK SHALL CONSIST OF PREPARATION OF THE SUBSTRATE, THE FURNISHING AND

APPLICATION OF A CEMENTITIOUS URETHANE BASED SELF-LEVELING SEAMLESS FLOORING

SYSTEM WITH QUARTZ AGGREGATE BROADCAST, EPOXY SELF-LEVELING TOPCOAT AND

URETHANE TOPCOAT. NOMINAL THICKNESS OF 3/16" WITH INTEGRAL COVE BASE..

3. MECHANICALLY PREPARE CONCRETE SUBSTRATE TO A CSP 4-5 PROFILE. SURFACE

SHALL BE STRIPPED OF ALL ADHESIVES AND EXISTING COATINGS.

4. PROVIDE SUBMITTAL FOR OWNER TO SELECT COLOR AND TEXTURE. PROVIDE FULL

RANGE OF SAMPLES AND 3X3 SAMPLE OF SELECTED COLOR.

5. THE APPLICATOR SHALL HAVE EXPERIENCE IN INSTALLATION OF THE FLOORING SYSTEM

AS CONFIRMED BY THE MANUFACTURER IN ALL PHASES OF SURFACE PREPARATION AND

APPLICATION OF THE PRODUCT SPECIFIED.

6. A PRE-INSTALLATION CONFERENCE SHALL BE HELD BETWEEN APPLICATOR,

MANUFACTURER'S REPRESENTATIVE, GENERAL CONTRACTOR AND THE OWNER TO

REVIEW AND CLARIFICATION OF THIS SPECIFICATION, APPLICATION PROCEDURE, QUALITY

CONTROL, INSPECTION AND ACCEPTANCE CRITERIA AND PRODUCTION SCHEDULE.

7. APPLICATION MAY PROCEED WHILE AIR, MATERIAL AND SUBSTRATE TEMPERATURES ARE

BETWEEN 60 F AND 85 F PROVIDING THE SUBSTRATE TEMPERATURE IS ABOVE THE DEW

POINT. OUTSIDE OF THIS RANGE, THE MANUFACTURER SHALL BE CONSULTED. THE

RELATIVE HUMIDITY IN THE SPECIFIC LOCATION OF THE APPLICATION SHALL BE LESS THAN

85 % AND THE SURFACE TEMPERATURE SHALL BE AT LEAST 5 F ABOVE THE DEW POINT.

THE APPLICATOR SHALL ENSURE THAT ADEQUATE VENTILATION IS AVAILABLE FOR THE

WORK AREA. THIS SHALL INCLUDE THE USE OF MANUFACTURER'S APPROVED FANS,

SMOOTH BORE TUBING AND CLOSURE OF THE WORK AREA.

8. PROVIDE WARRANTIES FOR INSTALLATION AND MATERIAL.

PRODUCTS

9. PROVIDE EPOXY FLOORING SYSTEM EQUAL TO DUR-A-FLEX, INC, HYBRI-FLEX ES 3/16"

SELF LEVELING CEMENTITIOUS URETHANE BROADCAST QUARTZ), EPOXY/ALIPHATIC

URETHANE TOPCOAT SEAMLESS FLOORING SYSTEM (SELF LEVELING CEMENTITIOUS

URETHANE BROADCAST QUARTZ), EPOXY/ALIPHATIC URETHANE TOPCOAT SEAMLESS

FLOORING SYSTEM OR EQUAL BY STONEHARD OR LATICRETE

10. PREPARATION:

A. MECHANICALLY PREPARE CONCRETE SUBSTRATE TO A CSP 4-5 PROFILE.

B. APPLY A SKIM COAT OF POLYCRETE SL ON AREAS OF FLOOR THAT ARE DETERIORATED.

C. APPLY POLYCRETE TF PLUS PRIMER AT 100 SF/KIT.

D. APPLY POLYCRETE SL AT 55 SF/KIT + F-60 BROADCAST AT 0.5 LBS/SF.

E. APPLY DUR-A-GARD SL AT 60MILS DFT. COLOR SELECTED WILL BE DETERMINED BY

REFLEXIONS COLOR TO BE USED.

F. APPLY DUR-A-GLAZE #4 AT 80SF/GAL WITH REFLEXIONS TINT AT 8 OUNCES PER GALLON.

G. APPLY ARMOR TOP SATIN WITH DUR-A-GRIP AT 500 SF/GAL.

EXECUTION

11. EXAMINE SUBSTRATES, AREAS AND CONDITIONS, WITH APPLICATOR PRESENT, FOR

COMPLIANCE WITH REQUIREMENTS FOR MAXIMUM MOISTURE CONTENT, INSTALLATION

TOLERANCES AND OTHER CONDITIONS AFFECTING FLOORING PERFORMANCE.VERIFY THAT

SUBSTRATES AND CONDITIONS ARE SATISFACTORY FOR FLOORING INSTALLATION AND

COMPLY WITH REQUIREMENTS SPECIFIED.

12. NEW AND EXISTING CONCRETE SURFACES SHALL BE FREE OF OIL, GREASE, CURING

COMPOUNDS, LOOSE PARTICLES, MOSS, ALGAE GROWTH, LAITANCE, FRIABLE MATTER,

DIRT, AND BITUMINOUS PRODUCTS.

13. SHOT BLAST ALL SURFACES TO RECEIVE FLOORING SYSTEM WITH A MOBILE STEEL

SHOT, DUST RECYCLING MACHINE (BLASTRAC OR EQUAL). ALL SURFACE AND EMBEDDED

ACCUMULATIONS OF PAINT, TOPPINGS HARDENED CONCRETE LAYERS, LAITANCE, POWER

TROWEL FINISHES AND OTHER SIMILAR SURFACE CHARACTERISTICS SHALL BE

COMPLETELY REMOVED LEAVING A BARE CONCRETE SURFACE HAVING A MINIMUM PROFILE

OF CSP 4-5 AS DESCRIBED BY THE INTERNATIONAL CONCRETE REPAIR INSTITUTE. FLOOR

AREAS INACCESSIBLE TO THE MOBILE BLAST MACHINES SHALL BE MECHANICALLY

ABRADED TO THE SAME DEGREE OF CLEANLINESS, SOUNDNESS AND PROFILE USING

DIAMOND GRINDERS, NEEDLE GUNS, BUSH HAMMERS, OR OTHER SUITABLE

EQUIPMENT.WHERE THE PERIMETER OF THE SUBSTRATE TO BE COATED IS NOT ADJACENT

TO A WALL OR CURB, A MINIMUM 1/4 INCH KEY CUT SHALL BE MADE TO PROPERLY SEAT THE

SYSTEM, PROVIDING A SMOOTH TRANSITION BETWEEN AREAS. THE DETAIL CUT SHALL

(CONT.)

06619: QUARTZ SURFACING COUNTER TOP

1. WORK SHALL INCLUDE QUARTZ COUNTER TOPS, BACKSPLASHES, FASTENERS, ADHESIVES

AND SEALANTS AS REQUIRED FOR A FINAL APPEARANCE.

2. PROVIDE PRODUCT DATA FOR EACH SPECIFIED MATERIAL WITH MANUFACTURER'S

TECHNICAL DATA SHEETS, PUBLISHED INSTRUCTIONS AND MSDS FOR ADHESIVES AND

SEALANTS. ALSO PROVIDE SHOP DRAWINGS WITH LAYOUTS, DIMENSIONS, JOINERY, EDGE

CONDITION, SUBSTRATE CONSTRUCTION, CUTOUTS AND HOLES AND RELATIONSHIPS TO

OTHER MATERIALS. INCLUDE ELEVATIONS, SECTION DETAILS AND LARGE SCALE DETAILS.

3. PROVIDEFULL RANGE OF COLOR SAMPLES FOR SELECTION.

4. MATERIAL SHALL BE MANUFACTURED IN AN ISO 9001 CERTIFIED FACILITY.

5. FABRICATOR AND INSTALLER SHALL HAVE DOCUMENTED EXPERIENCE INSTALLING THIS

MATERIALUSING COLD WATER CUTTING TOOLS AND ACCEPABLE TO MANUFACTURER.

6. ADHESIVE: ACCLIMATE ADHESIVES TO OCCUPANCY ROOM TEMPERATURES WITH

MAXIMUM TEMPERATURE NOT TO EXCEED 75 DEG F.

7. PROVIDE MANUFACTURER’S STANDARD 10 YEAR COMMERCIAL WARRANTY AGAINST

DEFECTS IN QUARTZ SURFACING.

8. PROVIDE 3CM MIN. WILSONART QUARTZ OR EQUAL AS SPECIFIED.

9. COMPOSITION SHALL BE 93 PERCENT QUARTZ AGGREGATE COMBINED WITH POLYESTER

RESIN BINDERS AND PROPRIETARY PIGMENTS THAT ARE FABRICATED INTO SLABS USING

VACUUM VIBROCOMPACTION TECHNOLOGY.

10. QUARTZ FINISH: POLISHED FINISH WITH GLOSSOMETER READING GREATER THAN 45.

11. COLOR TO BE SELECTED FROM FULL RANGE OF MANUFACTURER'S COLORS; BASIS OF

DESIGN SHALL BE NORTH CASCADES Q4035.

12. PROFILE: TOP AND BOTTOM ROUND AT CONSESSION AREA. BULLNOSE AT COFFEE SHOP.

13. SEALANTS AS FOLLOWS:

A. JOINT ADHESIVE: METHACRYLATE-BASED ADHESIVE FOR CHEMICALLY BONDING

QUARTZ SURFACING SEAMS. COLOR COMPLEMENTARY TO QUARTZ SURFACING

SHEET MATERIAL. UL 2818 GREENGUARD GOLD CERTIFIED AND COMPLIES WITH

SCAQMD RULE 1168.

- BASIS OF DESIGN: “WILSONART HARD SURFACE ADHESIVE.”

- OTHER ACCEPTABLE PRODUCTS: PIGMENTED KNIFE GRADE ADHESIVES

SUITABLE FOR USE WITH QUARTZ SURFACING ARE ALSO ACCEPTABLE.

B. ELASTOMERIC SEALANT: MILDEW-RESISTANT SILICONE SEALANT FOR FILLING

GAPS BETWEEN COUNTERTOPS AND TERMINATING SUBSTRATES IN WET

ENVIRONMENT APPLICATIONS. COMPLIES WITH ASTM C 920, TYPE S (SINGLE

COMPONENT), GRADE NS (NONSAG).

- PRODUCT: ACCEPTABLE TO COUNTERTOP MANUFACTURER.

- COLOR: SELECTED FROM SEALANT MANUFACTURER’S STANDARD

OFFERINGS.

C. CONSTRUCTION ADHESIVE: COUNTERTOP MANUFACTURER’S RECOMMENDED

SILICONE-BASED CONSTRUCTION ADHESIVE FOR BACKSPLASHES, ENDSPLASHES,

AND OTHER APPLICATIONS ACCORDING TO MANUFACTURER’S PUBLISHED

FABRICATION INSTRUCTIONS.

14.FABRICATE COMPONENTS IN SHOP, TO GREATEST EXTENT PRACTICABLE, IN SIZES AND

SHAPES INDICATED ACCORDING TO APPROVED SHOP DRAWINGS AND WILSONART QUARTZ

FABRICATION MANUAL. FORM JOINT SEAMS BETWEEN QUARTZ SURFACING COMPONENTS

WITH SPECIFIED SEAM ADHESIVE. COMPLETED JOINTS INCONSPICUOUS IN APPEARANCE

AND WITHOUT VOIDS. PROVIDE JOINT REINFORCED IF REQUIRED BY MANUFACTURER FOR

PARTICULAR INSTALLATION CONDITIONS. PROVIDE HOLES AND CUTOUTS FOR PLUMBING

FIXTURES AND ACCESSORIES INDICATED ON APPROVED SHOP DRAWINGS. ROUT CUTOUTS

AND FINISH EDGES SMOOTH.

(CON

15. EXAMINE SUBSTRATES AND CONDITIONS THAT COULD ADVERSELY AFFECT THE WORK OF

THIS SECTION. SUBSTRATES MUST BE SOUND, FLAT, SMOOTH, AND FREE FROM DUST OR

OTHER SURFACE CONTAMINANTS. COMMENCEMENT OF WORK WILL CONSTITUTE

ACCEPTANCE OF SUBSTRATES AND CONDITIONS TO RECEIVE THE WORK.

16. INSTALL QUARTZ SURFACING COMPONENTS PLUMB, LEVEL, AND TRUE ACCORDING TO

APPROVED SHOP DRAWINGS AND MANUFACTURER’S PUBLISHED INSTALLATION

INSTRUCTIONS. USE WOODWORKING AND SPECIALIZED FABRICATION TOOLS ACCEPTABLE

TO MANUFACTURER. FASTEN QUARTZ SURFACING COMPONENTS TO BASE CABINETS OR

OTHER SUPPORTING SUBSTRATES WITH SUITABLE ADHESIVES ACCEPTABLE TO

MANUFACTURER. FORM JOINT SEAMS WITH SPECIFIED SEAM ADHESIVE. SEAMS TO BE

INCONSPICUOUS IN COMPLETED WORK. SEAMS IN LOCATIONS SHOWN ON APPROVED SHOP

DRAWINGS AND ACCEPTABLE TO MANUFACTURER. PROMPTLY REMOVE EXCESS ADHESIVE.

CLAMP OR BRACE QUARTZ SURFACES IN POSITION UNTIL ADHESIVE SETS. FILL GAPS

BETWEEN COUNTERTOP AND TERMINATING SUBSTRATES WITH SPECIFIED SILICONE

SEALANT. INSTALL BACKSPLASHES AND ENDSPLASHES WHERE INDICATED ON DRAWINGS.

ADHERE TO COUNTERTOPS WITH SPECIFIED CONSTRUCTION ADHESIVE.

17. IF PERMISSIBLE TO ARCHITECT, MINOR SURFACE MARRING FOR QUARTZ SURFACING

COMPONENTS MAY BE REPAIRED ACCORDING TO MANUFACTURER’S PUBLISHED

INSTALLATION INSTRUCTIONS. REMOVE AND REPLACE QUARTZ SURFACING COMPONENTS

THAT ARE DAMAGED AND CANNOT BE SATISFACTORILY REPAIRED.

18. CLEAN QUARTZ SURFACING COMPONENTS ACCORDING TO MANUFACTURER’S

PUBLISHED MAINTENANCE INSTRUCTIONS. COMPLETELY REMOVE EXCESS ADHESIVES AND

SEALANTS FROM FINISHED SURFACES. PROTECT COMPLETED WORK FROM DAMAGE DURING

REMAINDER OF CONSTRUCTION PERIOD.

19. DELIVERY AND HANDLING: COMPLY WITH MANUFACTURER’S RECOMMENDATIONS FOR

SHIPPING AND HANDLING QUARTZ SURFACING MATERIALS TO PRECLUDE BREAKAGE OR

DAMAGE. BRACE QUARTZ SURFACING UNITS AS NECESSARY DURING SHIPMENT,

TRANSPORTING IN NEAR-VERTICAL POSITION WITH FINISHED FACE TOWARDS FINISHED

FACE. DO NOT ALLOW FINISHED SURFACES TO RUB DURING SHIPPING AND HANDLING.

20. STORAGE AND PROTECTION: STORE MATERIALS PROTECTED FROM EXPOSURE TO

HARMFUL WEATHER CONDITIONS, AT TEMPERATURE AND HUMIDITY CONDITIONS

RECOMMENDED BY MANUFACTURER. STORE QUARTZ SURFACING SHEET MATERIALS ON

RACKS IN NEAR-VERTICAL POSITION TO PRECLUDE DAMAGE. STORE WITH FINISHED FACE

TURNED TOWARDS FINISHED FACE. PREVENT WARPAGE AND BREAKAGE.

07841 THROUGH PENETRATION FIRESTOP SYSTEMS

1. PROVIDE SMOKE SEAL AT ALL FLOORCEILING PENETRATIONS BETWEEN LEVELS

WITHIN TENANT SPACE AND TO ADJACENT LEVELS WITH OTHER TENANTS IN BUILDING.

PROVIDE IN EXISTING, ABANDONED AND NEW PENETRATIONS TO PROVIDE A SMOKE

BARRIER BETWEEN FLOORS.

2. CONTRACTOR TO PROPOSE SYSTEMS FOR THE VARIOUS CONDITIONS

ENCOUNTERED ON SITE THAT WILL BE SEALED. PROVIDE SYSTEMS BY A SINGLE

MANUFACTURER (HILTI OR APPROVED EQUAL). SYSTEMS TO BE COMMONLY ACCEPTED

PRACTICES FOR MATERAL BEING PENETRATED, DUCT OR PIPING GOING THRU THE FLOOR

SYSTEM, MOISTURE RESISTANCE FOR WET WALL LOCATIONS, LEVEL OF EXPOSURE OF

SEALANT, ANNULAR SPACE AND SUPPORT NEEDED AT OPENING. SUBMISSION TO INCLUDE A

LIST OF PENETRATION TYPES ENCOUNTERED AND DOCUMENTATION ON ASSEMBLY TO BE

USED WITH INFORMATION FROM THE MANUFACTURER. WHERE PROJECT CONDITIONS

REQUIRE MODIFICATIONS TO A MANUFACTURER'S APPROVED CONDITION, SUBMIT AN

ILLUSTRATION WITH THE MANUFACTURER'S ENGINEERING STAMP. PROVIDE SINGLE SOURCE

INSTALLER WITH QUALIFICATION DATA IN THE SUBMITTAL.

3. STORE, HANDLE AND INSTALL THE PRODUCT PER THE MANUFACTURER'S

RECOMMENDATIONS. PROVIDE FLOOR PLATE OR OTHER REVIEWED MEANS OF SUPPORT AT

ABANDONED OPENINGS OR ANNULAR SPACE EXCEEDING 4".

4. INSTALL FORMING/DAMMING/BACKING MATERIALS AND OTHER ACCESSORIES OF

TYPES REQUIRED TO SUPPORT FILL MATERIALS DURING THEIR APPLICATION AND IN THE

POSITION NEEDED TO PRODUCE CROSS-SECTIONAL SHAPES AND DEPTHS REQUIRED TO

ACHIEVE FIRE RATINGS INDICATED. AFTER INSTALLING FILL MATERIALS AND ALLOWING THEM

TO FULLY CURE, REMOVE COMBUSTIBLE FORMING MATERIALS AND OTHER ACCESSORIES

NOT INDICATED AS PERMANENT COMPONENTS OF FIRESTOP SYSTEMS.

5. INSTALL FILL MATERIALS FOR FIRESTOP SYSTEMS BY PROVEN TECHNIQUES TO

PRODUCE THE FOLLOWING RESULTS: FILL VOIDS AND CAVITIES FORMED BY OPENINGS,

FORMING MATERIALS, ACCESSORIES, AND PENETRATING ITEMS AS REQUIRED TO ACHIEVE

FIRE-RESISTANCE RATINGS INDICATED. APPLY MATERIALS SO THEY CONTACT AND ADHERE

TO SUBSTRATES FORMED BY OPENINGS AND PENETRATING ITEMS. FOR FILL MATERIALS

THAT WILL REMAIN EXPOSED AFTER COMPLETING WORK, FINISH TO PRODUCE SMOOTH,

UNIFORM SURFACES THAT ARE FLUSH WITH ADJOINING FINISHES.

6. DO NOT CONCEAL PENETRATIONS UNTIL REVIEWED IN THE FIELD BY BUILDING

INSPECTOR. WHERE DEFICIENCIES ARE FOUND, REPAIR OR REPLACE THROUGH-

PENETRATION FIRESTOP SYSTEMS SO THEY COMPLY WITH REQUIREMENT.

07910: SEALANTS

1. AT EXTERIOR AND INTERIOR JOINTS IN HORIZONTAL SURFACES PROVIDE SEALANTS

INCLUDING, BUT NOT LIMITED TO JOINTS BETWEEN INTERIOR AND EXTERIOR CONCRETE

SLABS, EXISTING AND NEW SURFACES ABUTTING ONE ANOTHER, PROVIDE ONE PART,

GUNNABLE SEALANT MANUFACTURED BY PECORA "DYNATROL-1XL" OR APPROVED EQUAL.

2. AT INTERIOR JOINTS IN WALL AND SOFFITS INCLUDING, BUT NOT LIMITED TO, DOOR AND

WINDOW CASINGS, STANDING AND RUNNING TRIM AND ALL OTHERELEMENTS FASTENED TO

OR PENETRATING GYPSUM WALL BOARD OR SOFFITS, PROVIDE PAINTABLE ACRYLIC-LATEX

SEALANT (WHITE).

3. AT INTERIOR JOINTS IN WET AREAS, PROVIDE MILDEW RESISTANT SILICONE SEALANT TYPE

S, CLASS 25, GRADE NS AS MANUFACTURED BY DOW CORNING OR TREMCO. COLOR SHALL

BE WHITE.

4. PROVIDE SEALANT AT ALL DISIMILAR MATERIALS.

5. ALL SEALANTS SHALL BE LOW VOC.

6. PROVIDE PRODUCT DATA AND MSDS SUBMITTALS

09109: FIBERGLASS COLUMN COVER

1. PROVIDE FIBERGLASS COLUMN COVER BY MELTON CLASSICS FRP CLASSICTM FIBERGLASS

COLUMN COVERS, STRAIGHT SHAFT. COLUMNS ARE TYPICALLY 2'-0" DIAMETER AND 10'-0"

TALL. COLUMN COVER SHALL HAVE "LAP JOINT" FOR IN FIELD FILLER, FINISHING AND

PAINTING.

2. APPLY POLYESTER BODY FILLER (AUTO BODY TYPE) SUPPLIED BY INSTALLER TO COLUMN

LAP JOINT, TO CONCEAL SEAM. BODY FILLER TO BEFEATHERED OUT AND PAINTED TO

MAINTAIN SMOOTH, ROUNDED APPEARANCE. COLUMNS WILL BE SHIPPED IN PIECES AND

FIELD ASSEMBLED, FINISHED AND PAINTED.

3. PROVIDE STAINLESS STEEL FASTENERS TO BLOCKING BACK TO CONCRETE COLUMNS.

SECURE AND EPOXY FASTENERS INTO PRE-DRILLED HOLES IN CONCRETE. REMAINDER OF

COLUMN LAP JOINT TO BE POP-RIVETTED TOGETHER. FASTENERS TO BE LOCATED 8" - 12"

O.C. AND COUNTERSUNK. PROVIDE 1/8" MIN. TO 3/16" FIBERGLASS MATERIAL THICKNESS

WITH SMOOTH GEL-COAT FINISH ON EXTERIOR OF COLUMN WRAP. APPLY THICK MIX OR

CONSTRUCTION ADHESIVE TO COLUMN WRAP AT LAP OF TWO MATERIALS.

4. SUBMIT MELTON CLASSICS LITERATURE AND SHOP DRAWINGS CLEARLY MARKED TO

SHOW COLUMN REQUIREMENTS.

5. SUBMIT SAMPLE OF COLUMN SHAFT.

6. THE COLUMNS SHALL BE GUARANTEED IN WRITING AGAINST DEFECTS OF MATERIALS OR

WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM DATE OF SUBSTANTIAL COMPLETION

OF THE PROJECT. PROVIDE MANUFACTURER’S WRITTEN WARRANTY FOR LABOR AND

MATERIALS ON FINISHED COMPONENTS.

7. THE COMPONENTS INDICATED ON THE DRAWINGS SHOW DIMENSIONS ESTABLISHED TO

ACCOMPLISH THE ARCHITECT'S INTENDED VISUAL RESULT AND TO CONFORM TO THE

BUILDING'S CONFIGURATION. THE CONTRACTOR SHALL VERIFY THAT ALL COMPONENTS

THAT WILL ACTUALLY BE PROVIDED FOR THE WORK OF THIS SECTION WILL FIT THE

BUILDING'S STRUCTURAL ELEMENTS AND CONFORM TO THE VISUAL DESIGN CRITERIA

INDICATED ON THE DRAWINGS WITHOUT MATERIALLY ALTERING PROFILES AND ALIGNMENTS.

8. ANY ADDITIONAL SUPPORT OR BACKING COMPONENTS SHALL BE PROVIDED BY THE

INSTALLING CONTRACTOR AS PART OF THE WORK OF THIS SECTION.

9. FIBERGLASS AND RESIN MATERIALS SHALL BE GLASS CLOTH, MATT AND "CHOP" SHALL BE

EQUAL TO THE PRODUCTS OF PPG-OWENS CORNING. POLYESTER RESINS SHALL BE CLASS

A. THE RESIN WILL BE FLAME RETARDING PROMOTED THIXOTROPIC POLYESTER RESIN

DESIGNED FOR USE IN HAND LAY-UP AND SPRAY-UP PROCESSES. THIS RESIN IS

SPECIFICALLY FORMULATED FOR USE IN APPLICATIONS THAT REQUIRE AN ASTM-84, CLASS 1

FLAME SPREAD RATING, WITHOUT THE USE OF FILLERS OR ANTIMONY TRIOXIDE, WITH AN

ASTM-84 FLAME SPREAD RATING OF 10 UNFILLED. GEL COAT SHALL BE PART OF SYSTEM

SPECIFIED AT A .015" TO .025" THICKNESS. FINAL RATIO OF MATERIALS SHALL BE 25% FIBER

75% RESIN FOR THE BODY OF COMPONENTS. SHAFT THICKNESS SHALL BE 1/8" TO 1/4"

DEPENDING ON SIZE. FRP COMPONENTS WHEN INSTALLED SHALL RESIST ALL WIND LOADING

AS PER STANDARD BUILDING CODE. DIMENSION TOLERANCES SHALL BE ¼” ACROSS 10’-0” HI

SECTION; OUT OF SQUARE: 1/8" PER 6.'; WARPAGE OR BOWING: +/- 1/16" PER FT.

10. FOLLOW MANUFACTURERS DETAILED INSTALLATION GUIDELINES. PROVIDE BLOCKING,

SEALANT AND ANCHORING FOR A SEAMLESS INSTALLATION.

09250: GYPSUM DRYWALL

1. PROVIDE USG “SHEETROCK” GYPSUM DRYWALL (OR EQUAL) WITH PAPER FACES, TAPERED

EDGES AND CONFORMS TO ASTM C36. THICKNESS IS 5/8" OR AS REQUIRED BY THE

PARTITION TYPE OR/AND NOTES. UTILIZE MOISTURE RESISTANT BOARD FOR INTERIOR

FACES OF TOILET ROOMS.

2. PROVIDE USG “SHEETROCK” or OR EQUAL INTERIOR CEILING GYPSUM BOARD WITH

SMOOTH FINISH AT CEILINGS AND SOFFITS. INSTALL AND FINISH PER MANUFACTURER’S

RECOMMENDATIONS.

3. ALL DRYWALL SURFACES TO HAVE SKIM COAT WITH LEVEL 4 FINISH, READY TO RECEIVE

PRIME AND PAINTED SURFACE. CORNER BEADS TO BE METAL AND APPROVED BY DRYWALL

MANUFACTURER.

4. ALL GYPSUM WALL BOARD SHALL BE MANUFACTURED DOMESTICALLY.

5. PROVIDE SUBMITTAL FOR PRODUCT DATA OF DRYWALL AND ACCESSORIES TO BE USED.

09300: PORCELAIN TILE

1. PROVIDE TILE INSTALLATION THAT COMPLIES WITH TCNA; TCA HANDBOOF FOR PORCELAIN

TILE INSTALLATION F122-03 AND ANSI 137.1.

2. PROVIDE TILE TYPE/SIZE AND RELATED WALL FINISHES PER THE FINISH SCHEDULE AND

PLAN NOTES.

3. TILE COLOR AND FINISH PER THE FINISH SCHEDULE. CONFIRM SELECTION OF THRESHOLD, TILE AND GROUT WITH TENANT WITH SAMPLE OF SAME DYE LOT. PROVIDE ATTIC STOCK OF

5%.

4. PROVIDE MARBLE THRESHOLD PER ASTM C 503 AND C1353 WITH HONED FINISH.

6. THINSET PER ANSI A118.1 FOR WALLS AND A118.4 FOR FLOORS.

7. PROVIDE 1/4" SPACER FOR SANDED CEMENT GROUT PER ANSI A118.6. PROVIDE GROUT

SEALANT FINISH.

8. PROVIDE INSTALLATION THAT MEETS MOST RECENT TCA AND ANSI TILE INSTALLATION

STANDARDS THAT APPLY TO MATERIALS AND INSTALLATION AS NOTED. REVIEW PATTERN

LAYOUT WITH COR BEFORE SETTING TILE.

9. STATIC COEFFICIENT OF FRICTION: TILE ON WALKWAY SURFACES SHALL BE PROVIDED

WITH THE FOLLOWING VALUES AS DETERMINED BY TESTING IN CONFORMANCE WITH ASTM C

1028. LEVEL SURFACES: MINIMUM OF 0.6 (WET).

10. PROVIDE PRODUCT DATA FOR ALL MATERIALS & ACCESSORIES. INCLUDE PRODUCT

SAMPLES AS REQUESTED FOR FULL LINE OF SELECTED MATERIALS; TILE, GROUT AND

ACCESSORIES. MSDS FOR APPLICABLE PRODUCTS AS WELL AS MAINTENANCE DATA.

11. PRODUCT SHALL BE PER THE FINISH SCHEDULE OR EQUAL THAT MEETS ALL OF THE

SPECIFIED PRODUCT REQUIREMENTS.

12. COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION WITH MINIMUM

TWO YEARS' EXPERIENCE. OBTAIN EACH TYPE AND COLOR OF TILE FROM A SINGLE SOURCE.

OBTAIN EACH TYPE AND COLOR OF MORTAR, ADHESIVE AND GROUT FROM THE SAME

SOURCE.

13. DELIVER AND STORE PRODUCTS IN MANUFACTURER'S UNOPENED PACKAGING UNTIL

READY FOR INSTALLATION. PROTECT ADHESIVES AND LIQUID ADDITIVES FROM FREEZING OR

OVERHEATING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. STORE TILE AND

SETTING MATERIALS ON ELEVATED PLATFORMS, UNDER COVER AND IN A DRY LOCATION

AND PROTECT FROM CONTAMINATION, DAMPNESS, FREEZING OR OVERHEATING.

14. DO NOT INSTALL ADHESIVES IN AN UNVENTILATED ENVIRONMENT. MAINTAIN AMBIENT

AND SUBSTRATE TEMPERATURE OF 50 DEGREES F (10 DEGREES C) DURING TILING AND FOR

A MINIMUM OF 7 DAYS AFTER COMPLETION.

15. PROVIDE FOR OWNER'S USE A MINIMUM OF 2 PERCENT OF THE PRIMARY SIZES AND

COLORS OF TILE SPECIFIED, BOXED AND CLEARLY LABELED.

16. PROVIDE TILE THAT COMPLIES WITH ANSI A137.1 FOR TYPES, COMPOSITIONS AND OTHER

CHARACTERISTICS INDICATED. PROVIDE TILE IN THE LOCATIONS AND OF THE TYPES COLORS

AND PATTERN INDICATED ON THE DRAWINGS AND IDENTIFIED IN THE SCHEDULE. TILE SHALL

ALSO BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING:

A. FACTORY BLENDING: FOR TILE EXHIBITING COLOR VARIATIONS WITHIN THE

RANGES SELECTED UNDER SUBMITTAL OF SAMPLES, BLEND TILE IN THE FACTORY

AND PACKAGE SO TILE TAKEN FROM ONE PACKAGE SHOWS THE SAME RANGE OF

COLOR AS THOSE TAKEN FROM OTHER PACKAGES.

B. MOUNTING: FOR FACTORY MOUNTED TILE, PROVIDE BACK OR EDGE MOUNTED TILE

ASSEMBLIES AS STANDARD WITH THE MANUFACTURER, UNLESS OTHERWISE

SPECIFIED.

C. FACTORY APPLIED TEMPORARY PROTECTIVE COATINGS: WHERE INDICATED

UNDER TILE TYPE, PROTECT EXPOSED SURFACES OF TILE AGAINST ADHERENCE OF

MORTAR AND GROUT BY PRE-COATING WITH A CONTINUOUS FILM OF PETROLEUM

PARAFFIN WAX APPLIED HOT. DO NOT COAT UNEXPOSED TILE SURFACES.

17. PROVIDE STONE THRESHOLDS UNIFORM IN COLOR AND FINISH. SLATE COMPLYING WITH

ASTM C 629, ABRASION RESISTANT, NON-FADING FOR INTERIOR USE WITH A HONED FINISH.

COLOR & FINISH TO BE SELECTED FROM THE MANUFACTURERS STANDARD RANGE.

FABRICATE 2 INCHES (50 MM) WIDE BY FULL WIDTH OF WALL OR FRAME OPENING; 1/2 INCH

(12 MM) THICK; BEVELED ONE LONG EDGE WITH RADIUSED CORNERS ON TOP SIDE; WITHOUT

HOLES, CRACKS, OR OPEN SEAMS.

18. SETTING MATERIALS INCLUDE THE FOLLOWING:

A. ORGANIC ADHESIVE: ANSI A136.1, THINSET BOND TYPE; USE TYPE I IN AREAS

SUBJECT TO PROLONGED MOISTURE EXPOSURE.

B. EPOXY ADHESIVE: ANSI A118.3, THINSET BOND TYPE.

C. MORTAR BED MATERIALS TO INCLUDE PORTLAND CEMENT: ASTM C150, TYPE 1,

GRAY OR WHITE, HYDRATED LIME: ASTM C207, TYPE S, SAND: ASTM C144, FINE, LATEX

DDITIVE, WATER: CLEAN AND POTABLE.

D. MORTAR BOND COAT MATERIALS TO INCLUDE DRY-SET PORTLAND CEMENT TYPE:

ANSI A118.1., LATEX-PORTLAND CEMENT TYPE: ANSI A118.4., EPOXY: ANSI A118.3, 100

PERCENT SOLIDS.

E. STANDARD GROUT: CEMENT GROUT, SANDED OR UNSANDED, AS SPECIFIED IN

ANSI A118.6; COLOR AS SELECTED.

F. POLYMER MODIFIED CEMENT GROUT, SANDED OR UNSANDED, AS SPECIFIED IN

ANSI A118.7; COLOR AS SELECTED.

G. SILICONE SEALANT: SILICONE SEALANT, MOISTURE AND MILDEW RESISTANT TYPE,

WHITE; USE FOR SHOWER FLOORS AND SHOWER WALLS.

PROTECT SURROUNDING WORK FROM DAMAGE. REMOVE ANY CURING COMPOUNDS OR

OTHER CONTAMINATES. VACUUM CLEAN SURFACES AND DAMP CLEAN. SEAL SUBSTRATE

SURFACE CRACKS WITH FILLER. LEVEL EXISTING SUBSTRATE SURFACES TO ACCEPTABLE

FLATNESS TOLERANCES.

19. INSTALL TILE AND GROUT IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF ANSI

A108.1 THROUGH A108.13, MANUFACTURER'S INSTRUCTIONS, AND TCA HANDBOOK F122-03

FOR THIN SET APPLICATIONS.

20. LAY TILE TO PATTERN INDICATED. ARRANGE PATTERN SO THAT A FULL TILE OR JOINT IS

CENTERED ON EACH WALL AND THAT NO TILE LESS THAN 1/2 WIDTH IS USED. DO NOT

INTERRUPT TILE PATTERN THROUGH OPENINGS.

21. CUT AND FIT TILE TO PENETRATIONS THROUGH TILE, LEAVING SEALANT JOINT SPACE.

FORM CORNERS AND BASES NEATLY. ALIGN FLOOR JOINTS.

22. PLACE TILE JOINTS UNIFORM IN WIDTH, SUBJECT TO VARIANCE IN TOLERANCE ALLOWED

IN TILE SIZE. MAKE JOINTS WATERTIGHT, WITHOUT VOIDS, CRACKS, EXCESS MORTAR, OR

EXCESS GROUT.

(CONT.)

09672 EPOXY FLOORING (CONTINUED)

ALSO APPLY TO DRAIN PERIMETERS AND EXPANSION JOINT EDGES. CRACKS AND JOINTS

(NON-MOVING) GREATER THAN 1/8 INCH WIDE ARE TO BE CHISELED OR CHIPPED-OUT AND

REPAIRED PER MANUFACTURER'S RECOMMENDATIONS. AT SPALLED OR WORN AREAS,

MECHANICALLY REMOVE LOOSE OR DELAMINATED CONCRETE TO A SOUND CONCRETE

AND PATCH PER MANUFACTURES RECOMMENDATIONS.

14. THE SYSTEM SHALL BE APPLIED IN FIVE DISTINCT STEPS; SUBSTRATE PREPARATION,

PRIMER APPLICATION, TOPPING/OVERLAY APPLICATION WITH QUARTZ AGGREGATE

BROADCAST, SELF-LEVELING TOPCOAT APPLICATION, SECOND TOPCOAT APPLICATION.

15. IMMEDIATELY PRIOR TO THE APPLICATION OF ANY COMPONENT OF THE SYSTEM, THE

SURFACE SHALL BE DRY AND ANY REMAINING DUST OR LOOSE PARTICLES SHALL BE

REMOVED USING A VACUUM OR CLEAN, DRY, OIL-FREE COMPRESSED AIR.

16. THE HANDLING, MIXING AND ADDITION OF COMPONENTS SHALL BE PERFORMED IN A

SAFE MANNER TO ACHIEVE THE DESIRED RESULTS IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS.

17. THE SYSTEM SHALL FOLLOW THE CONTOUR OF THE SUBSTRATE UNLESS PITCHING OR

OTHER LEVELING WORK HAS BEEN SPECIFIED BY THE ARCHITECT. A NEAT FINISH WITH

WELL-DEFINED BOUNDARIES AND STRAIGHT EDGES SHALL BE PROVIDED BY THE

APPLICATOR.

18. THE PRIMER SHALL BE APPLIED ROLLER APPLIED AT A NOMINAL THICKNESS OF 8 MILS.

19. THE TOPPING SHALL BE APPLIED AS A SELF-LEVELING SYSTEM. THE TOPPING SHALL BE

APPLIED IN ONE LIFT WITH A NOMINAL THICKNESS OF 1/8 INCH. THE TOPPING SHALL BE

COMPRISED OF THREE COMPONENTS, A RESIN, HARDENER AND FILLER AS SUPPLIED BY

THE MANUFACTURER.

09720: DECORATIVE FIBERGLASS REINFORCED WALL PANELS

GENERAL INFORMATION

1. PROVIDE PREFINISHED POLYESTER GLASS REINFORCED PLASTIC SHEETS AND ADHERED

TO UNFINISHED GYPSUM WALLBOARD.

2. SUBMIT SUFFICIENT MANUFACTURER'S DATA TO INDICATE COMPLIANCE WITH THESE

SPECIFICATIONS, INCLUDING PREPARATION INSTRUCTIONS AND RECOMMENDATIONS,

STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS AND INSTALLATION

METHODS. SUBMIT ELEVATIONS OF EACH WALL SHOWING LOCATION OF PANELING AND

TRIM MEMBERS WITH RESPECT TO ALL DISCONTINUITIES IN THE WALL ELEVATION.

SUBMIT MANUFACTURER’S SAMPLES FOR FUAX WOODGRAINS REPRESENTING

MANUFACTURER'S FULL RANGE OF AVAILABLE COLORS AND PATTERNS, TRIM PIECES FOR

ALL CONDITIONS WITH CHIPS FOR FINISH OPTIONS.

3. SUBMIT MANUFACTURERS MATERIAL SAFETY DATA SHEETS (MSDS) FOR ADHESIVES,

SEALANTS AND OTHER PERTINENT MATERIALS PRIOR TO THEIR DELIVERY TO THE SITE.

4. CONFORM TO BUILDING CODE REQUIREMENTS FOR INTERIOR FINISH FOR SMOKE AND

FLAME SPREAD REQUIREMENTS AS TESTED IN ACCORDANCE WITH ASTM E 84 FOR

ASSEMBLY USEINCLUDE THE FOLLOWING IF PRODUCTS ARE USED IN AREAS SUBJECT TO

STRINGENT WASH DOWN REQUIREMENTS.

5. SYSTEM COMPONENTS AND FINISHES TO COMPLY WITH UNITED STATES DEPARTMENT OF

AGRICULTURE (USDA) / FOOD SAFETY & INSPECTION SERVICES (FSIS) REQUIREMENTS FOR

FOOD PREPARATION FACILITIES, INCIDENTAL CONTACT.

6. DELIVER MATERIALS FACTORY PACKAGED ON STRONG PALLETS. STORE PANELS AND

TRIM LYING FLAT, UNDER COVER AND PROTECTED FROM THE ELEMENTS. ALLOW PANELS

TO ACCLIMATE TO ROOM TEMPERATURE (RANGE OF 60 TO 75°F) FOR 48 HOURS PRIOR TO

INSTALLATION.

7. BUILDING ARE TO BE FULLY ENCLOSED PRIOR TO INSTALLATION WITH SUFFICIENT HEAT

(70°) AND VENTILATION CONSISTENT WITH GOOD WORKING CONDITIONS FOR FINISH WORK.

DURING INSTALLATION AND FOR NOT LESS THAN 48 HOURS BEFORE, MAINTAIN AN AMBIENT

TEMPERATURE AND RELATIVE HUMIDITY WITHIN LIMITS REQUIRED BY TYPE OF ADHESIVE

USED AND RECOMMENDATION OF ADHESIVE MANUFACTURER. PROVIDE VENTILATION TO

DISPERSE FUMES DURING APPLICATION OF ADHESIVE AS RECOMMENDED BY THE

ADHESIVE MANUFACTURER.

8. FURNISH ONE-YEAR GUARANTEE AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP.

PRODUCT

9. PROVIDE ARTIZIAN FRP BY MARLITE OR AS EQUAL TO SPECIFICATIONS HEREIN.

10. PROPERTIES FOR ARTIZAN FRP INCLUDE RESISTANT TO ROT, CORROSION, DENTING,

PEELING, AND SPLINTERING. FLEXURAL STRENGTH - 1.7 X 104 PSI PER ASTM D 790;

FLEXURAL MODULUS – 6.0 X 105 PSI PER ASTM D 790; TENSILE STRENGTH – 8.0 X 103 PSI PER

ASTM D 638; TENSILE MODULUS – 9.43 X 103 PSI PER ASTM D 638; WATER ABSORPTION -

0.17% PER ASTM D 570; BARCOL HARDNESS (SCRATCH RESISTANCE) 22 - PER ASTM D 2583;

IZOD IMPACT STRENGTH – 7.0 FT. LBS./IN ASTM D 256; MOLD & MILDEW – PASS PER ASTM D 3273.

11. FINISH TO BE MARLITE FAUX WOOD GRAIN FINISH IN ANY COLOR AVAILABLE. BASIS OF

DESIGN IS 5408 MONTEREY SAND.

12. ALUMINUM ANODIZED TRIM TO BE HEAVY WEIGHT EXTRUDED ALUMINUM 6063-T5 ALLOY

PREFINISHED AT THE FACTORY. PROVIDE PROFILES AS REQUIRED AND SHOWN IN

DRAWINGS; THE FOLLOWING ARE EXTRUDED ALUMINUM TRIM PROFILES; F 550 INSIDE

CORNER; F 561 OUTSIDE CORNER; F 565 DIVISION; F566 RIBBED DESIGNER DIVISION; F567

RADIUS DESIGNER DIVISION; F568 SQUARE CHANNEL DESIGNER DIVISION; F 570 EDGE;

COLOR TO BE BRITE SATIN ANODIZED.

13. PROVIDE THE FOLLOWING CONSTRUCTION ADHESIVES COMPLYING WITH ASTM C 557;

MARLITE C-551 FRP ADHESIVE - WATER- RESISTANT, NON-FLAMMABLE ADHESIVE; MARLITE

C-915 CONSTRUCTION ADHESIVE - FLEXIBLE, WATER-RESISTANT, SOLVENT BASED

ADHESIVE, FORMULATED FOR FAST, EASY APPLICATION; TITEBOND ADVANCED POLYMER

PANEL ADHESIVE – VOC COMPLIANT, NON-FLAMMABLE, ENVIRONMENTALLY SAFE

ADHESIVE.

14. PROVIDE MARLITE BRAND SEALANT WITH COLOR TO MATCH PANELING OR CLEAR AT

TRIM.

15. EXAMINE BACKUP SURFACES TO DETERMINE THAT CORNERS ARE PLUMB AND

STRAIGHT, SURFACES ARE SMOOTH, UNIFORM, CLEAN AND FREE FROM FOREIGN MATTER,

NAILS COUNTERSUNK, JOINTS AND CRACKS FILLED FLUSH AND SMOOTH WITH THE

ADJOINING SURFACE.

16. VERIFY THAT STUD SPACING DOES NOT EXCEED 24” (61CM) ON-CENTER.

REPAIR DEFECTS PRIOR TO INSTALLATION. LEVEL WALL SURFACES TO PANEL

MANUFACTURER’S REQUIREMENTS. REMOVE PROTRUSIONS AND FILL INDENTATIONS.

17. COMPLY WITH MANUFACTURER'S RECOMMENDED PROCEDURES AND INSTALLATION

SEQUENCE. CUT SHEETS TO MEET SUPPORTS ALLOWING 1/8” (3 MM) CLEARANCE FOR

EVERY 8 FOOT (2.4M) OF PANEL. CUT AND DRILL WITH CARBIDE TIPPED SAW BLADES OR

DRILL BITS, OR CUT WITH SHEARS.

18. APPLY PANELS TO BOARD SUBSTRATE, ABOVE BASE, VERTICALLY ORIENTED WITH

SEAMS PLUMB AND PATTERN ALIGNED WITH ADJOINING PANELS. INSTALL PANELS WITH

MANUFACTURER'S RECOMMENDED GAP FOR PANEL FIELD AND CORNER JOINTS. ADHESIVE

TROWEL AND APPLICATION METHOD TO CONFORM TO ADHESIVE MANUFACTURER’S

RECOMMENDATIONS.

19. APPLY PANEL MOLDINGS TO ALL PANEL EDGES USING SILICONE SEALANT PROVIDING

FOR REQUIRED CLEARANCES. ALL MOLDINGS MUST PROVIDE FOR A MINIMUM 1/8 “ (3MM) OF

PANEL EXPANSION AT JOINTS AND EDGES, TO INSURE PROPER INSTALLATION. APPLY

SEALANT TO ALL MOLDINGS, CHANNELS AND JOINTS BETWEEN THE SYSTEM AND

DIFFERENT MATERIALS TO ASSURE WATERTIGHT INSTALLATION.

20. REMOVE EXCESS SEALANT FROM PANELS AND MOLDINGS. WIPE PANEL DOWN USING A

DAMP CLOTH AND MILD SOAP SOLUTION OR CLEANER. REFER TO MANUFACTURER'S

SPECIFIC CLEANING RECOMMENDATIONS DO NOT USE ABRASIVE CLEANERS.

09900: PAINTING

GENERAL

1. PROVIDE FOR NEW PAINTING AT RISERS TO MATCH TRIM COLORS AND TOUCH UP AS

REQ'D AS A PART OF THE WORK TO CREATE AN "AS NEW" APPEARANCE

PRODUCTS

2. ALL PAINT SHALL BE BY “BENJAMIN MOORE” OR APPROVED EQUAL. ALL INTERIOR PAINT

SHALL BE ZERO OR LOW VOC (VOLATILE ORGANIC COMPOUNDS). CONTRACTOR SHALL

SUBMIT COLOR SAMPLES TO COR FOR GOVERNMENT SELECTION AND APPROVAL.

EXECUTION

3. REMOVE HARDWARE AND HARDWARE ACCESSORIES, PLATES, MACHINED SURFACES,

LIGHTING FIXTURES, AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT TO BE

PAINTED. IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF

THE ITEM, PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION AND

PAINTING. AFTER COMPLETING PAINTING OPERATIONS REINSTALL ITEMS REMOVED.

4. CLEANING: BEFORE APPLYING PAINT OR OTHER SURFACE TREATMENTS, CLEAN

SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR BOND OF THE VARIOUS COATINGS.

REMOVE OIL AND GREASE BEFORE CLEANING.

5. SURFACE PREPARATION: CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING

TO MANUFACTURER’S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE

CONDITION AND/OR AS SPECIFIED HEREIN.

6. APPLY PAINT ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. USE

APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL

BEING APPLIED.

7. GYPSUM BOARD: APPLY ONE (1) COAT OF ECO SPEC WB LATEX PRIMER (N372) AND TWO

(2) COATS OF ECO SPEC WB EGGSHELL ACRYLIC FINISH (N474). BENJAMIN MOORE

PRODUCTS OR APPROVED EQUAL. COLOR TO BE SELECTED BY GOVERNMENT.

8. CONCRETE MASONRY UNITS (CMU): APPLY ONE (1) COAT OF SUPER SPEC MASONRY

INTERIOR/EXTERIOR ACRYLIC MASONRY SEALER (N066) AND TWO…