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<br />SPECIFICATIONS
<br />GENERAL REQUIREMENTS
<br />(AS APPLICABLE) DIVISION #1
<br />SUMMARY OF THE WORK
<br />I. RENOVATE EXISTING FACILITY.
<br />2. THE PERFORMANCE OF ALL CONSTRUCTION UNDER THIS CONTRACT SHALL CONFORM
<br />TO ALL APPLICABLE LOCAL CODES AND ORDINANCES AND THE FEDERAL
<br />OCCUPATIONAL SAFETY AND HEALTH STANDARD.
<br />3. THE CONTRACTOR MUST EXERCISE PROPER PRECAUTION TO VERIFY FIGURES SHOWN
<br />ON THE DRAWINGS AND MUST NOTIFY THE DESIGN PROFESSIONAL IF DISCREPENCIES ARE FOUND.
<br />A. MECHANICAL. PLUMBING AND ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL.
<br />CONTRACTOR TO FURNISH AND INSTALL ALL ITEMS NECESSARY FOR A COMPLETE.
<br />FIRST-CLASS INSTALLATION OR THAT ARE ESSENTIAL FOR PROPER OPERATION
<br />OF WORK INDICATED.
<br />5. NOT USED
<br />6. NOT USED
<br />7. NOT USED
<br />8. ALL MATERIAL TO BE INCORPORATED INTO THE PROJECT SHALL BE NEW. IF
<br />REQUIRED. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO KIND
<br />AND QUALITY AND MEET ALL SPECIFICATION STANDARD AND REQUIREMENTS.
<br />9. THE CONTRACTOR SHALL STORE ALL MATERIALS FOR CONSTRUCT
<br />ION AND PROTECT
<br />FROM RAIN. PILFERAGE AND DAMAGE CONTRACTOR O SHALL OBTAIN INSURANCE
<br />COVERING THE SAME.
<br />10. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO
<br />ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED.
<br />THIS INCLUDES, BUT IS NOT LIMITED TO. THE ADDITION OF WHATEVER TEMPORARY
<br />BRACING. SHORING, GUYS OR TIE -DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL
<br />SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR
<br />AFTER THE COMPLETION OF THE PROJECT.
<br />SHOP DRAWINGS AND SAMPLES
<br />I. CONTRACTOR TO PROVIDE DESIGN PROFESSIONAL SHOP DRAWINGS FOR APPROVAL PRIOR TO
<br />ORDERING AND FABRICATION OF THE FOLLOWING:
<br />A. METAL BUILDING PACKAGE
<br />2. CONTRACTOR TO PROVIDE OWNER SAMPLES FOR APPROVAL OR PRODUCT
<br />LITERATURE PRIOR TO ORDERING AND OR FABRICATION OF THE FOLLOWING:
<br />A. CONCRETE MIX DESIGN AND TESTS
<br />B. SOIL POISONING
<br />C. ROOFING
<br />D. DOORS AND DOOR HARDWARE
<br />E. WINDOWS AND FINISHES
<br />F. SEALANTS AND CAULKING MATERIALS
<br />G. INSULATION PRODUCTS
<br />H. ELECTRICAL EQUIPMENT
<br />1. HVAC EQUIPMENT
<br />J. PLUMBING FIXTURES
<br />3. VERIFICATION OF FIELD MEASUREMENTS OR CONDITIONS SHALL REMAIN THE
<br />RESPONSIBILITY OF THE CONTRACTOR.
<br />4. PROVIDE AUTOCAD .DWG FORMAT AND (1) .PDF) FOR REVIEW.
<br />PROJECT CLOSEOUT
<br />I. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT AND BEFORE FINAL
<br />PAYMENT WILL BE MADE. SUBMIT THE FOLLOWING ITEMS TO THE OWNER:
<br />A. SUBMIT ONE COPY OF PROJECT RECORD DOCUMENT TO OWNER, REDLINING
<br />SIGNIFICANT CHANGE OR SIGNIFICANT DETAIL NOT SHOWN ON THE ORIGINAL
<br />DOCUMENTS ONTO A SET OF BLUEPRINTS.
<br />B. SUBMIT PROPERLY EXECUTED RELEASE OF LIEN FROM ALL SUBCONTRACTORS
<br />AND MATERIAL SUPPLIERS CONTAINING ORIGINAL SIGNATURES AND RAISED
<br />NOTARY SEAL.
<br />C. CERTIFICATE OF OCCUPANCY FROM APPLICABLE GOVERNMENT AUTHORITIES.
<br />D. WARRANTY / GUARANTY CERTIFICATES AS CALLED FOR IN INDIVIDUAL
<br />SECTIONS OF SPECIFICATIONS.
<br />E. LETTER CERTIFYING THE DELIVERY OF ALL KEYS TO THE OWNER.
<br />F. LETTER CERTIFYING THAT ALL ITEMS ON THE FINAL PUNCH LIST HAVE BEEN
<br />COMPLETED OR CORRECTED.
<br />G. LIST OF ALL SUBCONTRACTORS INCLUDING ADDRESSES AND TELEPHONE
<br />NUMBERS.
<br />H. MAINTENANCE MANUAL DETAILING THE PROCEDURES REQUIRED FOR PROPER
<br />CARE AND MAINTENANCE OF ALL EQUIPMENT FURNISHED UNDER THE CONTRACT.
<br />PROJECT RECORD DOCUMENTS
<br />I. MAINTAIN AT THE JOB SITE ONE COPY OF ALL CONTRACT DRAWINGS AND PROJECT
<br />MANUAL. CLEARLY MARK THE DRAWINGS AS "PROJECT RECORD COPY". MAINTAIN IN
<br />GOOD CONDITION. AVAILABLE AT ALL TIMES FOR INSPECTION BY THE DESIGN PROFESSIONAL.
<br />DO NOT USE FOR CONSTRUCTION.
<br />2. MARK UP THE MOST APPROPRIATE DOCUMENT TO SHOW:
<br />A. SIGNIFICANT CHANGES MADE DURING THE CONSTRUCTION PROCESS.
<br />B. SIGNIFICANT DETAIL NOT SHOWN IN THE ORIGINAL CONTRACT DOCUMENTS.
<br />3. KEEP PROJECT- RECORD DOCUMENTS CURRENT. DO NOT PERMANENTLY CONCEAL
<br />ANY WORK UNTIL THE REQUIRED INFORMATION HAS BEEN RECORDED.
<br />4. USE RED LINE ON ALL DOCUMENTS. IN MARKING THE DRAWINGS USE THE SAME
<br />SYMBOLS. LEGENDS. ETC. AS USED ON THE DRAWINGS TO IDENTIFY LIKE MATERIAL
<br />5. SUBMIT PROJECT RECORD DOCUMENTS TO THE DESIGN PROFESSIONAL UPON COMPLETION OF
<br />THE PROJECT AND PRIOR TO FINAL PAYMENT.
<br />CONCRETE DIVISION #3
<br />I. WHEN THE CONCRETE FLOOR SLAB IS EXISTING, PREPARE THE SLAB TO RECEIVE
<br />FINISH AS INDICATED ON THE PLANS. WHEN ON A GROUND FLOOR LOCATION, THE
<br />CONCRETE SLAB FLOOR SHALL BE SEALED IN THE AREAS TO RECEIVE CARPETING.
<br />WHEN SLAB FLOOR IS TO BE EXECUTED AS PART OF THE CONTRACT. FOLLOW
<br />OWNER'S DIRECTIONS AND SPECIFIATIONS.
<br />2. GENERAL CONTRACTOR SHALL INSPECT THE EXISTING SLAB CONDITIONS TO
<br />DETERMINE THE AMOUNT OF CONCRETE FLOOR SLAB TO BE CORED/CUT/ REMOVED
<br />AND REPLACED FOR INSTALLATION OF ELECTRICAL. MECHANICAL AND PLUMBING
<br />WORK AND IF APPLICABLE STEEL COLUMNS FOR GRILLE SUPPORT.
<br />ALL CONCRETE TRENCHING AND REFILLING. AS WELL AS ANY AND ALL
<br />PENETRATIONS OF THE SLAB, SHALL BE EXECUTED IN ACCORDANCE WITH THE
<br />OWNER'S REQUIREMENTS.
<br />1 BUILDING NOTES
<br />SCALE NTS
<br />METALS DIVISION #5
<br />METAL STUDS
<br />MATERIAL
<br />I. ALL STUD FRAMING MEMBERS SHALL BE OF THE TYPE, SIZE. AND GAUGE AS
<br />SHOWN ON THE PLANS.
<br />2. GALVANIZED STUDS 12.14. AND 16 GAUGE SHALL BE FORMED FROM STEEL THAT
<br />CORRESPONDS TO ASTM A653. STRUCTURAL CALCULATIONS SHOULD BE
<br />PREPARED UTILIZING ONE OF THE FOLLOWING GRADES:
<br />SQ GRADE 33 MINIMUM YEILD STRENGTH 33
<br />SQ GRADE 40 MINIMUM YEILD STRENGTH 40
<br />SQ GRADE 50 MINIMUM YEILD STRENGTH 50
<br />3. ALL GALVANIZED 18 AND 20 GAUGE STUDS. AND ALL GALVANIZED TRACK.
<br />BRIDGING. END CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL
<br />THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A653, SQ GRADE 33.
<br />WITH A MINIMUM YEILD OF 33.000 PSI.
<br />4. IT IS SUGGESTED THAT ALL STUDS. AND ACCESSORIES SHOULD BE FORMED
<br />FROM STEEL HAVING A G-60 GALVANIZED COATING OR EQUIVALENT COATING
<br />OR EQUIVALENT. MEETING ASTM A653 AND C955.
<br />FABRICATION
<br />I. FRAMING COMPONENTS MAY BE PRE -ASSEMBLED INTO PANELS PRIOR TO
<br />ERECTING. PREFABRICATED PANELS SHALL BE SQUARE WITH COMPONENTS
<br />ATTACHED IN A MANNER AS TO PREVENT RACKING.
<br />2. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO
<br />PERPENDICULAR MEMBERS. OR AS REQUIRED FOR AN ANGULAR FIT AGAINST
<br />ABUTTING MEMBERS. MEMBERS SHALL BE HELD POSITIVELY IN PLACE UNTIL
<br />PROPERLY FASTENED.
<br />3. AXIALLY LOADED STUDS SHALL BE INSTALLED IN A MANNER WHICH WILL ASSURE
<br />THAT ENDS OF THE STUDS ARE POSITIONED IN THE TRACK WITH A MINIMUM GAP.
<br />PRIOR TO STUD AND TRACK ATTACHMENT.
<br />4. PROVIDE INSULATION EQUAL TO THAT SPECIFIED ELSEWHERE IN ALL DOUBLE
<br />JAMB STUDS AND DOUBLE HEADER MEMBERS WHICH WILL NOT BE ACCESSIBLE
<br />TO THE INSULATION CONTRACTOR.
<br />EXECUTION
<br />ERECTION
<br />I. HANDLING AND LIFTING OF PREFABRICATED PANELS SHALL BE DONE IN A MANNER
<br />AS TO NOT CAUSE DISTORTION IN ANY MEMBER.
<br />2. TRACKS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS
<br />SHOWN ON THE PLANS.
<br />3. AT TRACK BUTT JOINTS. ABUTTING PIECES OF TRACK SHALL BE SECURELY
<br />ANCHORED TO A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -
<br />WELDED OR SPLICED TOGETHER.
<br />4. STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO THE FLANGES
<br />OR WEBS OF BOTH UPPER AND LOWER TRACKS.
<br />5. JACK STUDS OR CRIPPLES SHALL BE INSTALLED BELOW WINDOW SILLS. ABOVE
<br />WINDOW AND DOOR HEADS, AT FREE STANDING STAIR RAILS. AND ELSEWHERE
<br />TO FURNISH SUPPORT, AND SHALL BE SECURELY ATTACHED TO SUPPORTING
<br />MEMBERS.
<br />6. WALL STUD BRIDGING SHALL BE ATTACHED IN A MANNER TO PREVENT STUD
<br />ROTATION. BRIDGING ROWS SHALL BE SPACED ACCORDING TO THE
<br />FOLLOWING SCHEDULE. WALLS UP TO 10'-0" HEIGHT: ONE ROW AT MID -HEIGHT.
<br />WALL EXCEEDING 10'-0" HEIGHT: BRIDGING ROWS SPACED NOT TO EXCEED
<br />5'-O" ON -CENTER.
<br />WOOD AND PLASTICS DIVISION #6
<br />DESIGN PROFESSIONALURAL WOODWORK
<br />1. DESCRIPTION OF WORK:
<br />TYPES OF ARCHITECURAL WOODWORK INCLUDE THE FOLLOWING:
<br />STANDING AND RUNNING TRIM
<br />A. EXTERIOR FASCIA AND SOFFIT
<br />B. INTERIOR TRIM
<br />CASEWORK
<br />PLASTIC LAMINATE COUNTERTOPS
<br />CASEWORK
<br />2. QUALITY ASSURANCE
<br />A. FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS PRIOR TO COMPONENT
<br />FABRICATION TO ENSURE PROPER FITTING OF WORK.
<br />B. WIC QUALITY MARKING: MARK EACH UNIT WITH WIC CERTIFIED COMPLIANCE
<br />GRADE STAMP INDICATING QUALITY GRADE.
<br />3. SUBMITTALS
<br />A. PRODUCT DATA FOR MATERIALS. FABRICATION. AND INSTALLATION INCLUDING
<br />CATALOG CUTS OF ANCHORS. HARDWARE, FASTENINGS. AND ACCESSORIES.
<br />B. SHOP DRAWINGS FOR FABRICATION AND INSTALLATION OF COPARTMENT
<br />ASSEMBLIES THAT ARE NOT FULLY DESCRIBED BY DESIGN PROFESSIONALURAL DRAWINGS.
<br />PROVIDE TEMPLATE LAYOUTS AND INSTALLATION INSTRUCTIONS FOR
<br />ANCHORAGE DEVICES BUILT INTO OTHER WORK.
<br />C. SAMPLES OF FULL COLOR RANGE FOR EACH REQUIRED UNIT TYPE.
<br />ROUGH CARPENTRY:
<br />ALL WOOD FRAMEWORK. WOOD BLOCKING AND PLYWOOD CONSTRUCTION SHALL
<br />BE FIRE RETARDANT TREATED AS REQUIRED BY LOCAL CODES AND LANDLORD
<br />REQUREMENTS.
<br />PARTICLE BOARD SHALL BE UL CLASS I FIRE -RATED, SANDED AND PREPARED TO
<br />RECEIVE PLASTIC LAMINATE OR PAINTED METAL LAMINATE.
<br />WOOD FRAMING MEMBERS SHALL BE NO. I LIGHT FRAMING DOUGLAS FIR OR NO. 2
<br />OR BETTER YELLOW PINE OF THE DIMENSIONS INDICATED ON THE PLANS.
<br />PLYWOOD SHALL BE GRADE B-D DOUGLAS FIR. SANDED AND PREPARED TO
<br />RECEIVE PLASTIC LAMINATE. METAL LAMINATE OR PAINT. PLYWOOD BACKING
<br />PANELS FOR MOUNTING ELECTRICAL OR TELEPHONE EQUIPMENT SHOULD BE FIRE
<br />RETARDANT TREATED PLYWOOD WITH GRADE DESIGNATION. APA C-D PLUGGED
<br />INT. NOT LESS THAN 3/4" THICK.
<br />PROVIDE FASTENERS AND ANCHORAGE OF THE TYPE. SIZE, MATERIAL AND FINISH
<br />AS RECOMMENDED BY APPLICABLE STANDARDS. COMPLYING WITH APPLICABLE
<br />FEDERAL SPECIFICATIONS FOR NAILS, STAPLES. SCREWS. BOLTS, NUTS, WASHERS
<br />AND ANCHORING DEVICES.
<br />PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION OF SHELVING, EQUIPMENT,
<br />ACCESSORIES, FIXTURES. AND FINISH HARDWARE OR OTHER HEAVY ITEMS ON
<br />WALLS.
<br />SEALANTS DIVISION #7
<br />PARTI - GENERAL
<br />A. EXPANSION JOINT MATERIAL, SEALANTS AND JOINT BACKING FOR
<br />JOINTS BETWEEN DISSIMILAR MATERIALS.
<br />I. SILICONE SEALANTS (TYPE S): ASTM C920. SINGLE COMPONENT.
<br />NON -SAGGING, NON -STAINING, NON -BLEEDING: FOR USE AS
<br />GENERAL CAULKING: COLOR TO MATCH ADJACENT SURFACES,
<br />MANUFACTURER BY GE SILICONES OR EQUAL.
<br />2. JOINT BACKING: ROUND, OPEN CELL POLYETHYLENE FOAM
<br />ROD.
<br />PART 2 - PREPARATION / EXECUTION
<br />A. REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT
<br />EFFECT ADHESION OF SEALANT.
<br />B. CLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTURER'S
<br />INSTRUCTIONS.
<br />C. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION
<br />FROM DAMAGE OR DISFIGURATION.
<br />D. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S
<br />INSTRUCTIONS.
<br />E. INSTALL JOINT BACKING.
<br />F. APPLY SEALANT WITHIN RECOMMENDED APPLICATION
<br />TEMPERATURE RANGES. CONSULT MANUFACTURER WHEN SEALANT
<br />CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES.
<br />DOORS AND WINDOWS DIVISION #8
<br />METAL DOORS AND FRAMES
<br />STEEL DOORS
<br />I. MATERIAL:
<br />COMMERCIAL QUALITY CARBON STEEL. PICKLED AND OILED. COMPLYING WITH
<br />ASTM A-569 AND ASTM A-568.
<br />2. SUPPORTS AND ANCHORS:
<br />FABRICATE OF NOT LESS THAN 18 GAUGE GALVANIZED SHEET STEEL.
<br />3. PRIMER:
<br />RUST -INHIBITIVE ENAMEL OR PAINT, EITHER AIR -DRYING OR BAKING. SUITABLE
<br />AS A BASE FOR SPECIFIED FINISH PAINTS.
<br />STEEL FRAMES
<br />1. PROVIDE METAL FRAMES FOR DOORS, TRANSOMS. SIDELIGHTS. AND OTHER
<br />OPENINGS OF TYPES AND STYLES AS SHOWN ON DRAWINGS AND SCHEDULES.
<br />2. CONCEAL FASTENINGS, UNLESS OTHERWISE INDICATED.
<br />3. FABRICATE FRAMES WITH MITERED AND WELDED CORNERS.
<br />4. FORM EXTERIOR FRAMES OF HOT DIP GALVANIZED STEEL.
<br />WOOD DOORS
<br />I. REFERENCES:
<br />AWI QUALITY STANDARD. SECTION 1300 OF "DESIGN PROFESSIONALURAL WOODWORK
<br />QUALITY STANDARDS." DESIGNATIONS FOR GRADE AND CORE CONSTRUCTION
<br />UNDER TYPES OF DOORS REFER TO THIS STANDARD.
<br />2. PRODUCT DATA:
<br />SUBMIT DOOR MANUFACTURER'S PRODUCT DATA. SPECIFICATIONS. AND
<br />INSTALLATION INSTRUCTIONS FOR EACH TYPE OF WOOD DOOR.
<br />ALUMINUM WINDOWS
<br />I. PERFORMANCE:
<br />COMPLY WITH AIR INFILTRATION TESTS, WATER RESISTANCE TESTS. UNIFORM
<br />LOAD DEFLECTION TESTS, AND UNIFORM STRUCTURAL TESTS SPECIFIED IN
<br />ANSI/AAMA 302-9, SECTION 3.
<br />2. PRODUCT DATA:
<br />SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA.
<br />RECOMMENDATIONS. AND STANDARD DETAILS FOR ALUMINUM WINDOW UNITS.
<br />3. COORDINATION:
<br />CHECK ACTUAL WINDOW OPENINGS IN CONSTRUCTION WORK BY ACCURATE
<br />FIELD MEASUREMENT BEFORE FABRICATION.
<br />4. MATERIAL:
<br />ALLOY AND TEMPER RECOMMENDED BY WINDOW MANUFACTURER FOR
<br />STRENGTH, CORROSION RESISTANCE, AND APPLICATION OF REQUIRED FINISH.
<br />COMPLY WITH ASTM B-221.
<br />HARDWARE
<br />I. DEFINITION:
<br />BUILDER'S HARDWARE INCLUDES ITEMS WHICH ARE REQUIRED FOR SWING
<br />DOORS SPECIFIED:
<br />HINGES
<br />LOCK CYLINDERS AND KEYS
<br />LOCK AND LATCH SETS
<br />DEAD BOLTS
<br />EXIT DEVICES
<br />PUSH/PULL UNITS
<br />CLOSERS
<br />DOOR TRIM UNITS
<br />PROTECTION PLATES
<br />LATCHES AND STOPS
<br />2. HARDWARE SHALL BE OF THE TYPE. FINISH AND MANUFACTURER SHOWN.
<br />MANUFACTURER'S CATALOG NUMBERS USED HEREIN ARE INTENDED TO INDICATE THE
<br />QUALITY REQUIRED. ALTERNATE MANUFACTURERS AND PRODUCTS MAY BE
<br />SUBMITTED TO THE TENANT FOR SUBSTITUTION APPROVAL. NO OTHERS SHALL BE
<br />ACCEPTABLE.
<br />3. FURNISH HARDWARE TEMPLATES IN A TIMELY MANNER TO THE VARIOUS AFFECTED
<br />TRADES FOR COORDINATION OF THEIR WORK.
<br />PARTI - GENERAL
<br />A. FURNISH AND INSTALL FINISH HARDWARE FOR INTERIOR AND
<br />EXTERIOR DOORS AND ROLLING GRILLES (WHERE APPLICABLE).
<br />B. SEE DOOR SCHEDULE FOR SPECIFIC ITEMS. MANUFACTURERS AND
<br />MODEL NUMBERS. TEMPLATES SHALL BE FURNISHED FOR USE IN
<br />FIELD.
<br />C. FOLLOW DHI (DOOR AND HARDWARE INSTITUTE) STANDARDS AND
<br />GUIDELINES AND AWI (AMERICAN WOODWORKING INSTITUTE)
<br />STANDARDS FOR HARDWARE INSTALLED ON WOOD DOORS.
<br />D. FURNISH OWNER WITH MAINTENANCE DATA. MAINTENANCE
<br />PROCEDURES, MANUFACTURERS WARRANTIES AND SPECIAL TOOLS.
<br />E. FINISHES: PER HARDWARE SCHEDULE
<br />F. KEYING
<br />I. GENERAL CONTRACTOR TO COORDINATE KEYING AND MASTER
<br />KEYING WITH CONSTRUCTION MANAGER.
<br />2. GENERAL CONTRACTOR TO INSTALL CONSTRUCTION CORES
<br />DURING CONSTRUCTION AND REPLACE WITH PERMANENT AT
<br />END OF JOB PRIOR TO TURNOVER.
<br />G. PROVIDE COMMERCIAL GRADE HARDWARE. COMPLYING WITH
<br />PROJECT SPECIFICATIONS. IN SETS ACCORDING TO THE
<br />SCHEDULE HEREIN AND ON DOOR SCHEDULE DRAWING.
<br />REFER TO DOOR SCHEDULE HARDWARE.
<br />PART 2 - PREPARATION / EXECUTION
<br />A. COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED
<br />SECTIONS INVOLVING FABRICATION OF WALL
<br />INTERNAL REINFORCEMENT FOR DOOR HARDWARE AND RECESSED
<br />ITEMS.
<br />B. VERIFY THAT DOORS AND FRAMES ARE READY TO RECEIVE WORK
<br />AND DIMENSIONS ARE AS INDICATED.
<br />C. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S
<br />INSTRUCTIONS.
<br />D. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER.
<br />E. WHEREVER CUTTING AND FITTING IS REQUIRED TO INSTALL HARDWARE
<br />ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR
<br />OTHERWISE FINISHED. INSTALL EACH ITEM COMPLETELY. THEN REMOVE
<br />AND STORE DURING APPLICATION OF FINISHES. REINSTALL UPON
<br />COMPLETION OF FINISHING OPERATIONS. SPACE FASTENERS AND
<br />ANCHORAGES AS INDICATED OR IN ACCORDANCE WITH FACTORY
<br />STANDARDS.
<br />F. ADJUST HARDWARE FOR SMOOTH OPERATION.
<br />FINISHES DIVISION #9
<br />GYPSUM BOARD, FRAMING, 6 ACCESORIES
<br />1. GYPSUM WALLBOARD PRODUCTS:
<br />A. STANDARD GYPSUM WALLBOARD SHALL BE 48' WIDE WITH TAPERED EDGES. 5/8"
<br />THICK AND SHALL CONFORM TO ASTM C-36.
<br />B. WATER RESISTANT GYPSUM WALLBOARD SHALL BE SELF FURRING 48" WIDE
<br />SHEETS. 5/8" THICK AND CONFORM TO ASTM C-36.
<br />2. PRODUCTS AND METAL ACCESSORIES:
<br />A. CORNER BEADS AND CASING BEADS SHALL BE STANDARD GALVANIZED
<br />STEEL SECTION AND MANUFACTURED FOR USE WITH DRYWALL CONSTRUCTION.
<br />B. NAILS SHALL BE ANNULAR RING NAILS CONFORMING TO ASTM C-380.
<br />C. SCREWS SHALL BE SELF -DRILLING. CORROSION RESISTANT SCREWS WITH
<br />PHILLIP HEADS.
<br />3. DRYWALL INSTALLATION:
<br />A. THE GYPSUM WALLBOARD SHALL BE INSTALLED BY AN APPROVED,
<br />EXPERIENCED DRYWALL APPLICATOR NORMALLY ENGAGED IN THIS TRADE.
<br />B. WATER RESISTANT GYPSUM WALLBOARD SHALL BE APPLIED TO WALL IN TOILET
<br />ROOMS.
<br />C. GYPSUM WALLBOARD OF MAXIMUM PRACTICAL LENGTH SHALL BE USED SO
<br />THAT AN ABSOLUTE MINIMUM NUMBER OF END JOINTS OCCUR. BOARDS SHALL
<br />BE BROUGHT INTO CONTACT WITH EACH OTHER BUT SHALL NOT BE FORGED
<br />INTO PLACE. GYPSUM BOARD JOINTS AT OPENINGS SHALL BE LOCATED SO
<br />THAT NO END JOINT WILL ALIGN WITH EDGES OF OPENINGS. ALL END JOINTS
<br />SHALL BE STAGGERED.
<br />D. APPLY GYPSUM BOARD WITH THE LENGTH AT RIGHT ANGLES TO THE
<br />SUPPORTING MEMBERS. CENTER ABUTTING ENDS OR EDGES OVER SUPPORTS.
<br />E. FASTENERS SHALL BE SPACED NOT LESS THAN 2" FROM ENDS AND EDGES OF
<br />WALLBOARD. WALLBOARD SHALL BE HELD IN FIRM CONTACT WITH SUPPORT
<br />SLIGHTLY BELOW THE SURFACE OF THE WALLBOARD WITH CARE BEING TAKEN
<br />WHILE FASTENERS ARE BEING PLACED. HEADS SHALL BE DIMPLED NOT TO
<br />BREAK THE PAPER FACE.
<br />F. APPLY GYPSUM BOARD WITH FASTNERS SPACED 12" ON CENTER IN THE FEILD
<br />AND 8" ON CENTER ALONG VERTICAL EDGES.
<br />G. ALL JOINTS. INTERNAL ANGLES. DIMPLED CORNERS AND EDGES SHALL BE
<br />REINFORCED AND FINISHED USING THE 3-COAT SYSTEM. ALLOW 24 HOURS FOR
<br />DRYING TIME BETWEEN APPLICATIONS OF CEMENT. SAND THE CEMENT AFTER
<br />EACH COAT IS DRY TO SMOOTH SURFACE EFFECTIVELY CONCEALING THE JOINTS
<br />OR FASTENERS.
<br />H. JOINT TREATMENT PRODUCTS SHALL BE FIBER REINFORCED TAPE AND READY
<br />MIXED JOINT COMPOUND AND TOPPINGS COMPOUND AS RECOMMENDED BY THE
<br />GYPSUM BOARD MANUFACTURER.
<br />I. CORNER BEADS SHALL BE APPLIED TO ALL EXTERNAL CORNERS. CASING
<br />BEADS SHALL BE APPLIED AROUND ALL WALL OR CEILING OPENINGS.
<br />J. ALL MATERIALS SHALL BE DELIVERED TO THE JOB SITE IN UNBROKEN
<br />MANUFACTURER'S CONTAINERS AND SHALL BE PROPERLY STORED AND
<br />PROTECTED FROM THE ELEMENTS UNTIL USE.
<br />FINISHES DIVISION #9
<br />(REF. OWNERS SPECS FOR FINISHES)
<br />ACOUSTICAL CEILINGS
<br />I. DESCRIPTION:
<br />EXTENT OF ACOUSTICAL CEILING IS SHOWN AND SCHEDULED ON DRAWINGS
<br />FLAME SPREAD: 25 OR LESS
<br />SMOKE DEVELOPED: 50 OR LESS
<br />2. ACOUITICAL PANELS:
<br />TYPE III PANELS - MINERAL COMPOSTION 24"X24- PANEL W/. SQ EDGE.
<br />3. METAL SUSPENSION SYSTEM:
<br />PROVIDE METAL SUSPENSION SYSTEMS OF TYPE, STRUCTURAL CLASSIFICATION AND
<br />FINISH INDICATED WHICH COMPLY WITH APPLICABLE ASTM C-635 REQUIREMENTS.
<br />CERAMIC TILE
<br />SECTION [-PRODUCTS
<br />1.1 CERAMIC TILE SHALL CONFORM TO REQUIREMENTS OF ANSI A137.1-1988
<br />TYPE: CERAMIC TILE. REFER TO MATERIALS SCHEDULE.
<br />SIZE: CERAMIC TILE SHALL BE MANUFACTURED TO SPECIFIC SIZE AFTER
<br />FIRING AND SHALL BE NOMINAL SIZE. REFER TO MATERIALS SCHEDULE.
<br />THICKNESS: CERAMIC TILE SHALL BE MANUFACTURED TO SPECIFIC THICKNESS
<br />AFTER FIRING AND SHALL BE NOMINAL, REFER TO MATERIALS SCHEDULE.
<br />COLOR: REFER TO MATERIALS SCHEDULE.
<br />1.2 SETTING MATERIALS: USE APPROPRIATE INSTALLATION MORTARS ACCORDING TO
<br />ANSI AII8. SERIES OR AI36.1992 TYPE I.
<br />1.3 GROUTING MATERIALS: SELECT GROUT PER ANSI A118.3. A118.5, AI18.6 OR A116.8-
<br />1992. POLYBLEND NON -SANDED GROUT. MANUF.: BONSAL CO. COLOR: PER FINISH SCHEDULE.
<br />1.4 WATERPROOFING/ANTI-FRACTURE MEMBRANE: SELECT PER ANSI A118.10-1993 AS
<br />REQUIRED.
<br />1.5 GROUT SEALER: BONSAL OR EQUAL.
<br />SECTION 2-INSTALLATION
<br />2.1 ACCEPTABILITY OF SURFACES
<br />A. BEFORE TILING, VERIFY THAT ALL SURFACES TO BE TILED ARE STRUCTURALLY
<br />SOUND TRUE TO PLANE. AND FALL WITHIN MAXIMUM VARIATIONS SHOWN BELOW:
<br />WALLS FLOORS
<br />1/8" IN 8' 1/8' IN 10'
<br />REPORT ALL UNACCEPTABLE SURFACES TO THE DESIGN PROFESSIONAL IN WRITING. AND DO
<br />NOT TILE SUCH SURFACES UNTIL THEY ARE LEVELED ENOUGH TO MEET ABOVE
<br />REQUIREMENTS.
<br />B. BEFORE TILING. ALL SURFACES MUST BE FREE OF CURING COMPOUNDS. OIL.
<br />GREASE. WAX, DIRT, DUST. FORM RELEASES OR OTHER SUBSTANCES THAT
<br />WOULD INTERFERE WITH PROPER BOND OF SETTING MATERIALS. IF TILE IS
<br />INSTALLED BY THE THIN -SET METHOD. CONCRETE SLABS SHALL BE STEEL
<br />TROWEL OR LIGHT BROOM FINISH.
<br />2.2 SETTING METHODS: COMPLY WITH APPROPRIATE ANSI A108 SPECIFICATION CURRENT
<br />AND TILE COUNCIL OF AMERICA HANDBOOK FOR APPROPRIATE METHOD OF
<br />INSTALLATION FOR EACH SPECIFICATION. FOR ADHESIVE MORTAR APPLICATION USE
<br />FOLLOWING: WITH FLAT SIDE OF TROWEL, KEY MORTAR INTO SUBSTRATE. USING THE
<br />APPROPRIATE SIZE TROWEL. COMB MORTAR IN ONE DIRECTION WITH NOTCHED SIDE
<br />OF TROWEL. SET TILE WITH A SLIDING MOTION, PERPENDICULAR TO THE MORTAR
<br />RIDGES. OBTAIN AS NEAR AS 100% COVERAGE AS POSSIBLE OF MORTAR TO TILE.
<br />MORTAR MUST BE SUFFICIENTLY DISTRIBUTED TO GIVE FULL SUPPORT UNDER ALL
<br />CORNERS AND EDGES OF THE TILE. PERIODICALLY. REMOVE SHEETS OR INDIVIDUAL
<br />TILES TO ASSURE PROPER BOND COVERAGE CONSISTENT WITH INDUSTRY
<br />SPECIFICATIONS.
<br />2.3 MAX. GROUT JOINT - REFER TO FINISH SCHEDULE.
<br />2.4 EXPANSION JOINTS: INSTALL DESIGN PROFESSIONALURALLY DESIGNED EXPANSION JOINTS AS
<br />PER CURRENT TCA DETAIL EJI71. PREFABRICATED EXPANSION JOINT STRIPS CAN
<br />ALSO BE USED WHEN SUITABLE.
<br />2.5 GROUTING METHODS: FOLLOW EXACTLY GROUT MANUFACTURES INSTRUCTIONS AND
<br />COMPLY WITH APPROPRIATE ANSI A108 SPECIFICATION DEPENDING ON TYPE OF
<br />GROUT SELECTED. GROUTING IS NOT COMPLETE UNTIL ALL GROUT HAZE AND
<br />RESIDUES ARE REMOVED FROM THE SURFACE OF THE TILE.
<br />2.6 GROUT SEALER: COMPLY WITH MANUFACTURES INSTRUCTIONS AND APPROPRIATE
<br />ANSI SPECIFICATIONS FOR PRODUCT SELECTED.
<br />2.7 CLEANING AND PROTECTION
<br />A. LEAVE FINISHED INSTALLATION FREE OF CRACKED, CHIPPED. BROKEN. UNBONDED
<br />OR OTHERWISE DEFECTIVE TILE WORK.
<br />B. PROTECT ALL FLOOR TILE INSTALLATIONS WITH CLEAN CONSTRUCTION PAPER OR
<br />OTHER HEAVY COVERING DURING CONSTRUCTION PERIOD TO PREVENT STAINING
<br />OR DAMAGE. NO FOOT OR WHEEL TRAFFIC PERMITTED ON FLOOR FOR AT LEAST
<br />THREE (3) DAYS AFTER GROUTING.
<br />CARPET
<br />I. MATERIAL SUPPLIED AND INSTALLED BY TENANT. NO CARPET WORK SHALL BE
<br />INSTALLED UNTIL WET TRADES ARE COMPLETE IN THE SAME AREA. SUB -FLOOR
<br />SHOULD BE LEVEL. WITH HOLES. CRACKS AND DEPRESSIONS FILLED AND PROTRUDING
<br />SURFACES LEVELED BEFORE THE CARPET CAN BE INSTALLED.
<br />2. AFTER INSTALLATION OF CARPET, GENERAL CONTRACTOR SHALL PROTECT
<br />CARPETING AGAINST DAMAGE OF EVERY KIND AND ESPECTIALLY IN THOSE ZONES
<br />WHERE TRAFFIC OF ANY CONSEQUENCES CAN REASONABLY BE EXPECTED TO
<br />OCCUR.
<br />PAINT
<br />I. PROVIDE PAINTING AS SHOWN OR SPECIFIED. THE TERM 'PAINT" INCLUDES ALL
<br />OPAQUE OR NATURAL. PRIME. INTERMEDIATE OR FINISH COATS OF FIELD APPLIED
<br />COATINGS. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. USE
<br />APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL
<br />BEING APPLIED.
<br />2. PROVIDE TOP -OF -THE -LINE PAINT PRODUCTS MANUFACTURED BY ONE OF THE FOLLOWING
<br />MANUFACTURERS: ALL DESCRIPTIONS BASED ON SHERWIN-WILLIAMS:
<br />BENJAMIN MOORE. PPG INDUSTRIES,
<br />SHERWIN-WILLIAMS. PRATT 6 LAMBERT.
<br />3. PROVIDE SUITABLE COVERING TO PROTECT WORK, THE WORK OF OTHERS AND
<br />ADJACENT SURFACES AND OBJECTS. REMOVE OR PROTECT SUCH ITEMS AS
<br />HARDWARE. ACCESSORIES. PLATES. LIGHT FIXTURES AND SIMILAR ITEMS PLACED
<br />PRIOR TO PAINTING. REPOSITION OR REMOVE PROTECTION UPON COMPLETION OF
<br />EACH SPACE.
<br />4. PREPARE SURFACES TO RECEIVE PAINT: THOROUGHLY CLEAN OFF GRIME. GREASE.
<br />DIRT, CHALK. DUST. LOOSE MATERIAL AND OTHER SUBSTANCES THAT MAY INTERFERE
<br />WITH PROPER ADHESION OF PAINT. PAINT DRY SURFACE ONLY. SAND LIGHTLY
<br />BETWEEN EACH SUCCEEDING COAT OF PAINT.
<br />5. FILL DENTS, CRACKS. HOLLOW PLACES. OPEN JOINTS AND OTHER IRREGULARITIES
<br />WITH AN APPROVED FILLER SUITABLE FOR THE PURPOSE. AFTER SETTING. SAND TO A
<br />SMOOTH. HARD FINISH.
<br />6. CLEAN OFF ALL PAINT SPLATTER OCCURRING ON ADJACENT WORK. REPAIR OR REPLACE
<br />WITH NEW APPROVED MATERIAL ALL SURFACES DEFACED AS A RESULT OF THE WORK OF
<br />THIS SECTION AND LEAVE WORK IN A CLEAN. ACCEPTABLE CONDITION.
<br />7. DRYWALL:
<br />PRIME GYPSUM BOARD SURFACES WITH A LATEX PRIMER AND APPLY TWO (2) COATS
<br />OF LATEX INTERIOR EGGSHELL FINISH. VERIFY WITH OWNERS SPECS.
<br />8. WOODWORK:
<br />PRIME WOODWORK SURFACES AND TRIMS WITH A WOOD PRIMER. AND APPLY TWO (2)
<br />COATS OF "REGAL AQUAGLO" SATIN FINISH ENAMEL. WHEN TRANSPARENT FINISHES
<br />ARE CALLED FOR, USE MULTIPLE COATS TO PRODUCE GLASS -SMOOTH SURFACE FILM
<br />OF EVEN LUSTER. PROVIDE SATIN FINISH FOR FINAL COAT.
<br />9. METAL WORK:
<br />PRIME METAL SURFACES (AC REGISTERS AND DIFFUSER ACCESS PANELS) WITH AN
<br />ADEQUATE PRIMER AND APPLY TWO (2) COATS OF FLAT LATEX TO MATCH CEILING
<br />COLOR. PAINT INTERIOR SURFACES O.D. DUCTS WHERE VISIBLE THROUGH REGISTERS
<br />OR GRILLES WITH A FLAT. NON SPECULAR BLACK PAINT. OMIT PRIMER ON SURFACES
<br />THAT HAVE BEEN SHOP -PRIMED.
<br />10. METAL DOORS:
<br />PRIME DOOR SURFACES AND TRIM WITH ENAMEL PRIMER AND APPLY TWO (2) COATS OF
<br />SATIN FINISH ENAMEL AS SCHEDULED.
<br />II. PLASTER:
<br />PRIME PLASTER SURFACES WITH AN APPROVED ALKALI -RESISTANT PRIMER AND APPLY TWO
<br />(2) COATS OF ACRYLIC LATEX (FLAT) AS SCHEDULED.
<br />FIRE PROTECTION
<br />PARTI- GENERAL
<br />PROVIDE MULTI -PURPOSE CHEMICAL FIRE EXTINGUISHERS CAPABLE
<br />OF EXTINGUISHES CLASS A. B. AND C FIRES. IN QUANTITIES AND
<br />LOCATIONS REQUIRED BY LOCAL FIRE MARSHALL. (COORDINATE IN
<br />FIELD.) MANUFACTURER: J.L. INDUSTRIES: COSMIC SERIES OR EQUAL.
<br />PART 2 - PREPARATION / EXECUTION
<br />A. INSTALL MOUNTING BRACKETS AT HEIGHTS TO COMPLY WITH
<br />APPLICABLE REGULATIONS OF GOVERNING AUTHORITIES.
<br />B. SECURE MOUNTING BRACKETS TO STRUCTURE. SQUARE AND
<br />PLUMB. TO COMPLY WITH MANUFACTURER'S INSTRUCTIONS.
<br />DIVISION #10
<br />EQUIPMENT DIVISION *11
<br />PARTI-GENERAL
<br />A. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT WORK AND
<br />PLACEMENT WITH THE WORK OF ALL OTHER TRADES AND MAKE
<br />ADJUSTMENTS AS REQUIRED TO ACCOMMODATE LOCATIONS OF
<br />EQUIPMENT.
<br />B. ALL EQUIPMENT WORK SHALL COMPLY WITH ALL GOVERNING
<br />BUILDING CODES AND LOCAL CODES.
<br />C. EQUIPMENT SHALL BE FURNISHED, UNLOADED. UNPACKED OR
<br />UNCRATED AND PLACED ACCORDING TO THE CONSTRUCTION
<br />DOCUMENTS.
<br />PART 2 - PREPARATION / EXECUTION
<br />A ALL EQUIPMENT PROVIDED BY OWNER AND INSTALLED BY GENERAL
<br />CONTRACTOR IS TO BE INCLUDED IN GENERAL BID.
<br />B. GENERAL CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY
<br />OF ANY DAMAGE TO THE EQUIPMENT PRIOR TO INSTALLATION.
<br />C. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL
<br />HOOKUP OF ALL EQUIPMENT SUCH AS ALL MECHANICAL
<br />WORK. PLUMBING. AND ELECTRICAL FOR THE EQUIPMENT UST.
<br />D. ALL EQUIPMENT MANUALS. INSTRUCTION BOOKLETS AND
<br />WARRANTY INFORMATION SHALL BE NEATLY BOUND AND TURNED
<br />OVER TO THE OWNER BEFORE FINAL APPROVAL OF THE BUILDING.
<br />MISCELLANEOUS NOTES:
<br />I. THE RECEIPT AND USE OF THESE DOCUMENTS CONSTITUTES AGREEMENT THAT
<br />EXISTING PROJECT CONDITIONS. INCLUDING THE PRESENCE OF ASBESTOS OR
<br />ASBESTOS CONTAINING MATERIALS. ARE AND REMAIN ISSUES OUTSIDE THE SCOPE
<br />ADDRESSED BY THESE DOCUMENTS AND THAT THE DESIGN PROFESSIONAL
<br />PREPARING THESE DOCUMENTS SHALL NOT. IN ANYWAY. BE LIABLE FOR THE
<br />PRESENCE, DISCOVERY. REMOVAL OR HANDLING OF SUCH MATERIALS.
<br />2. THESE SPECIFICATIONS MAY INCLUDE SECTIONS WHICH ARE NOT INCLUDED IN
<br />THE SCOPE OF WORK.
<br />LIGHTNING STEEL I
<br />CG19-014
<br />CONNELLY GROUP
<br />CONSULTINGICJGI ENGINEERS
<br />Q200
<br />2nd Ave South - #465 - St Petersburg, FL 33701
<br />infooconnellyengineering.com
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<br />(T)813.232.8448 (F)800.698. 1945
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<br />www.connellyengineering.com
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<br />PROFESSIONAL SEAL
<br />DATE SEALED: SEPTEMBER 8, 2019
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