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DIVISION 1 GENERAL NOTES
<br />DIVISION 3 CONCRETE
<br />DIVISION 10 SPECIALTIES
<br />1.02 KEYING
<br />A. KEYING SHALL BE PER THE OWNERS REQUIREMENTS. TAG KEYS AND PROVIDE TO OWNER AT SUBSTANTIAL
<br />SECTION 03300 CAST -IN -PLACE CONCRETE
<br />COMPLETION.
<br />SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
<br />SECTION 10522 FIRE EXTINGUISHERS
<br />PART I GENERAL
<br />03 GUARANTEE
<br />1.A.
<br />PART 1 GENERAL
<br />PROVIDE ONE-YEAR GUARANTEE FOR ALL HARDWARE. PERIOD OF GUARANTEE SHALL BEGIN FROM DATE OF
<br />PART 1 GENERAL
<br />1.01 GENERAL
<br />OWINER'S ACCEPTANCE.
<br />121 REQUIREMENTS INCLUDED
<br />A. COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, EXCEPT WHERE
<br />1.01 SUBMITTALS
<br />A. SUBMIT SHOP DRAWINGS, PRODUCT DATA AND SAMPLES REQUIRED BY CONTRACT DOCUMENTS, OR AS
<br />MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED.
<br />END OF SECTION 05110
<br />A PRODUCT DATA: REQUIRED
<br />NECESSARY WHERE NOT INDICATED, So ARCHITECT CAN REVIEW, SELECT, CHECK FOR CONFORMANCE,
<br />L ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."
<br />B. SHOP DRAWINGS: NOT REQUIRED
<br />ETC., AS REQUIRED.
<br />2. CONCRETE REINFORCING STEEL INSTITUTE (CR5U, "MANUAL OF STANDARD PRACTICE."
<br />C. SAMPLES: N07 REQUIRED
<br />1.02 RELATED REQUIREMENTS
<br />1.02 FORMS
<br />DIVISION s FINISHES
<br />PART 2 PRODUCTS
<br />A. DESIGNATED IN THE CONSTRUCTION SCHEDULE, OR IN A SEPARATE COORDINATE SCHEDULE, THE DATES FOR
<br />A. FORMS ARE TO BE OF PLYWOOD, METAL, METAL -FRAMED PLYWOOD FACED, OR OTHER ACCEPTABLE PANEL-
<br />SECTION OWOO CERAMIC TILE
<br />SUBMISSION AND THE DATES THAT REVIEWED SHOP DRAWINGS, PRODUCT DATA AND SAMPLES WILL BE NEEDED.
<br />TYPE MATERIALS TO PROVIDE CONTINUOUS, STRAIGHT, SMOOTH, EXPOSED SURFACES. FURNISH IN LARGEST
<br />2DI MANUFAGTURER5/PRODUCT5
<br />A COORDINATE WITH LOCAL MUNICIPALITIES AND PROVIDE FIRE EXTINGUISHERS.
<br />ALLOW SUFFICIENT TIME IN THE SCHEDULE FOR ARCHITECT REVIEW AND POSSIBLE RESUBMITTALS IF REQUIRED.
<br />PRACTICAL SIZES TO MINIMIZE NUMBER OF JOINTS.
<br />B. DESIGN, ERECT, SUPPORT, BRACE, AND MAINTAIN FORM WORK TO SUPPORT VERTICAL AND LATERAL, STATIC
<br />B. FIRE EXTINGUISHERS: SEE DRAWINGS FOR SPECIFICATIONS.
<br />103 SHOP DRAWINGS
<br />AND DYNAMIC LOADS THAT MIGHT BE APPLIED UNTIL CONCRETE STRUCTURE CAN SUPPORT SUCH LOADS.
<br />PART I GENERAL
<br />A. DRAWINGS SHALL BE PRESENTED IN A CLEAR AND THOROUGH MANNER
<br />MAINTAIN FORM WOW CONSTRUCTION TOLERANCE COMPLYING WITH ACI 341.
<br />PART 3 EXECUTION
<br />1. DETAILS SHALL BE IDENTIFIED BY REFERENCE TO SHEET AND DETAIL, SCHEDULE OR ROOM NUMBERS
<br />SHOWN ON CONTRACT DRAWINGS.
<br />C. CONSTRUCT FORMS TO SIZES, SHAPES, LINES, AND DIMENSIONS SHOWN TO OBTAIN ACCURATE ALIGNMENT,
<br />1.01 GENERAL
<br />A. CERAMIC AND TYPES ARE INDICATED ON THE DRAWINGS AND ARE FROM A SINGLE MANUFACTURER OTHER
<br />3.01 SCHEDULES
<br />2.
<br />LOCATION, GRADES, LEVEL, AND PLUMB WORK IN FINISHED STRUCTURE. PROVIDE OPENINGS IN FORM WORK TO
<br />MANUFACTURERS WILL NOT BE CONSIDERED.
<br />A INSTALL AS REQUIRED.
<br />SHEET SHALL BE LABELED WITH CORRECT JOB NAME, LOCATION, ARCHITECT'5 PROJECT NUMBER, AND
<br />ACCOMMODATE WORK OF OTHER TRADES. DETERMINE SIZE AND LOCATION OF OPENINGS, REGE55E5, AND CHASES
<br />B. DELIVER MATERIALS IN ORIGINAL CONTAINERS WITH SEALS UNBROKEN AND LABELS INTACT UNTIL TIME OF
<br />RI
<br />SUBCONTRACTOR'S COMPANY NAME, ADDRESS, PHONE NUMBER AND NAME OF RESPONSIBLE
<br />FROM TRADES PROVIDING SUCH ITEMS. ACCURATELY PLACE AND SECURELY SUPPORT ITEMS BUILT INTO FORMS.
<br />USES. ENGAGE EXPERIENCED INSTALLER WHO HAS SUCCESSFULLY COMPLETED TILE INSTALLATIONS
<br />END OF SECTION 10522
<br />REPRESENTATIVE DET 5, COMPANY.
<br />3. DRAWINGS, DETAILS, ETC. SHALL CLEARLY ILLUSTRATE ALL COMPONENTS AND ADJACENT COMPONENTS
<br />1.03 FORM COATINGS
<br />SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THE PROJECT.
<br />OF THE WORK
<br />A. PROVIDE COMMERCIAL FORMULATION FORM -AFFECT COMPOUNDS WITH A MAXIMUM OF 35I MG/L THAT
<br />C. COMPLY WITH PARTS OF ANSI 108 SERIES OF FINE INSTALLATION STANDARDS INCLUDED UNDER "AMERICAN
<br />WILL NOT BONA WITH, STAIN, OR ADVERSELY AFFECT CONCRETE SURFACES AND WILL NOT IMPAIR SUBSEQUENT
<br />NO
<br />NATIONAL STANDARD SPECIFICATIONS FOR THE INSTALLER OF CERAMIC TILE" THAT APPLY TO TYPE OF
<br />SECTION 10800 TOILET ACCESSORIES
<br />1.04 PRODUCT DATA
<br />TREATMENTS OF CONCRETE SURFACES.
<br />SETTING AND GROUT MATERIALS AND METHODS INDICATED. TILE MAY BE THIN -SET.
<br />A. PREPARATION:
<br />PART I GENERAL
<br />1. CLEARLY MARK EACH COPY TO IDENTIFY PERTINENT PRODUCTS OR MODELS WHICH ARE SPECIFICALLY
<br />1.04 GRANULAR BASE
<br />ID2 MORTAR AND GROUT
<br />COVERED BY THE SUBMITTAL. REFERENCE ALL NUM5ER5 TO CORRESPOND TO THOSE IN CONTRACT
<br />A. BASE 15 TO BE EVENLY GRADED MIXTURE OF FINE AND COURSE AGGREGATES t0 PROVIDE, WHEN COMPACTED
<br />A. MORTAR SHALL BE PORTLAND CEMENT ASTM C150, TYPE I. GROUT SHALL BE ACID RESISTANT UPCO
<br />HYDROMENT, TYPE AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC TYPE OF TILE AND
<br />1.01 SUBMITTALS
<br />A. PRODUCT DATA: NON -REQUIRED
<br />DOCUMENTS.
<br />2. SHOW PERFORMANCE CHARACTERISTICS AND CAPACITIES.
<br />A SMOOTH AND EVEN SURFACE BELOW SLABS ON GRADE.
<br />METHOD OF INSTALLATION. COLR FOR FLOOR TILE IS SPECIFIED ON THE DRAWINGS.
<br />B. SHOP DRAWINGS: NON -REQUIRED
<br />3. SHOW DIMENSIONS AND CLEARANCES REQUIRED.
<br />105 VAPOR BARRIER
<br />B. DO NOT GROUT TILE UNTIL TILE 15 FIRMLY SET. SOAK OR DAMPEN JOINTS OF THE TILE TO BE GROUTED WITH
<br />C. SAMPLES: NON -REQUIRED
<br />4. SHOW WIRING OR PIPING DIAGRAMS AND CONTROLS.
<br />A. BARRIER TO BE 6 MIL, POLYETHYLENE, WITH WATER VAPOR TRAN5MI551ON RATE OF 0.50 GRAINS/SQUARE
<br />PORTLAND CEMENT GROUT. SOAK OR DAMPEN OTHER JOINTS AS RECOMMENDED BY THE GROUT
<br />MANUFRER FORCE GROUT INTO JOINT LINES COMPLETELY (OILING JOINTS WITH COMPACTED GROUT AND
<br />M ACTTUU
<br />PART 2 PRODUCTS
<br />5. DELETE MODEL NUMBERS, DIAGRAMS, DETAILS, ETC., NOT APPLICABLE TO THE SUBMITTAL.
<br />FOOT/HOUR WHEN TESTED IN ACCORDANCE WITH A5TM E 96, METHOD B. PROVIDE MANUFACTURER'S
<br />COVERING MORTAR FINISH JOINTS OF SQUARE EDGED TILE FLUSH WITH SURFACE. STRIKE OFF TOOL JOINTS
<br />B. MANUFACTURER'S STANDARD SCHEMATIC DRAWINGS AND DIAGRAMS:
<br />1. MODIFY AND
<br />RECOMMENDED MASTICS AND GUSSET TAPE.
<br />OF CUSHION EDGED TILE 70 DEPTH OF CUSHION. FILL GAPS AND SKIPS, AND RETOOL.
<br />201 MANUFACTAWINGS
<br />DRAWINGS DIAGRAMS TO DELETE INFORMATION WHICH 15 NOT APPLICABLE TO THE WORK
<br />B. FOLLOWING LEVELING AND TAMPING OF GRANULAR BASE FOR SLABS ON GRADE, PLACE VAPOR BARRIER
<br />FOR SPECIFICATIONS
<br />A. SEE DRAWINGS FOR SPECIFICATIONS
<br />2. SUPPLEMENT STANDARD INFORMATION TC PROVIDE INFORMATION SPECIFICALLY APPLICABLE
<br />SHEETING WITH LONGEST DIMENSION PARALLEL WITH DIRECTION OF POUR LAP JOINTS 6 INCHES AND SEAL
<br />123 CLEANING
<br />TO THE WORK
<br />JOINTS.
<br />A. UPON COMPLETION OF THE PLACEMENT AND GROUTING, CLEAN TILE SURFACE 50 THAT THEY ARE FREE OF
<br />PART 3 EXECUTION
<br />125 SAMPLES
<br />PART 2 REINFORCING MATERIALS
<br />FOREIGN MATTER REMOVE LATEX-PORTLAND CEMENT GROUT RESIDUE FROM TILE AS SOON AS POSSIBLE
<br />3.01 SCHEDULES
<br />A. OFFICE SAMPLES SHALL BE OF 51ZE INDICATED, OR OF SUFFICIENT SIZE AND QUANTITY TO CLEARLY
<br />UNGLAZED TILE MAY BE CLEANED WITH ACID 5OLUTION5 ONLY WHEN PERMITTED BY TILE AND GROUT
<br />MANUFACTURER'S PRINTED INSTRUCTIONS, BUT SOONER THAN 14 DAYS AFTER INSTALLATION. FLUSH SURFACE
<br />A. COORDINATE WITH DRAWINGS.
<br />ILLUSTRATE :
<br />2.01 REINFORCING MATERIALS
<br />WITH CLEAN WATER BEFORE AND AFTER CLEANING.
<br />I. FUNCTIONAL CHARACTERISTICS OF THE PRODUCT, WITH INTEGRALLY RELATED PARTS AND ATTACHMENT
<br />A. REINFORCING BARS SHALL COMPLY WITH ASTM A 615, GRADE 40, DEFORMED WELDED WIRE FABRIC SHALL
<br />END OF SECTION 10800
<br />DEVICES AND TECHNIQUES,
<br />COMPLY WITH ASTM A 185, WELDED STEEL WIRE FABRIC.
<br />2. FULL RANGE OF COLOR, TEXTURE AND PATTERN FOR ARCHITECT SELECTION AT NO ADDITIONAL COST.
<br />B. SUPPORTS FOR REINFORCING, BOLSTERS, SHAIRS, SPACERS, AND OTHER DEVICES ARE TO COMPLY WITH
<br />END OF SECTION OS300
<br />SUBMIT ONLY SPECIFIED COLOR RANGE IF DIFFERENT FROM MANUFACTURER'S STANDARD RANGE.
<br />B. ALL SAMPLES OF A PARTICULAR PRODUCT, ASSEMBLY, UNIT, ETC., SHALL BE SUBMITTED AT THE SAME
<br />CRSI SPECIFICATIONS.
<br />C. COMPLY WITH CR51 RECOMMENDED PRACTICE FOR "PLACING REINFORCING BARS," FOR DETAILS AND METHODS
<br />`' Q �y ' I
<br />DI 1�7IV1�1 11 EQVIIENT
<br />TIME TO ALLOW PROPER REVIEW AND COMPARISON BETWEEN SAMPLES.
<br />OF REINFORCEMENT PLACEMENT AND SUPPORTS. REINFORCEMENT 15 TO BE FREE OF RUST AND MILL SCALE
<br />SECTION OW50 VINYL COMPOSITION TILE
<br />1/
<br />AND OTHER MATTER THAT WILL ADVERSELY AFFECT BOND WITH CONCRETE.
<br />1.06 SUBMITTALS
<br />D. INSTALL WELDED WIRE FABRIC IN AS LONG LENGTH$ AS PRACTICAL. LAP ADJOINING PIECES AT LEAST ONE FULL
<br />PART I GENERAL
<br />NONE SPECIFIED
<br />A. PERMITS, LICENSES, AND CERTIFICATES: FOR THE OWNER'S RECORDS, SUBMIT COPIES OF PERMITS,
<br />MESH AND LACE SPLICES WITH WIRE. OFFSET LAPS OF ADJOINING WIDTHS TO PREVENT CONTINUOUS LAPS
<br />LICENSES, CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL SETTLEMENTS, NOTICES,
<br />IN EITHER DIRECTION.
<br />1.01 SUMMARY
<br />RECEIPTS FOR FEE PAYMENTS, JUDGMENTS, AND SIMILAR DOCUMENTS, CORRESPONDENCE AND RECORDS
<br />ESTABLISHED IN CONJUNCTION WITH COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING UPON
<br />2.02 CONCRETE
<br />A. DIMEN51ON: 12" X 12" X 1/8".
<br />B. PROVIDE TYPE AND STYLE AS SCHEDULED IN THE FIN15H MATERIAL SCHEDULE.
<br />Q Q
<br />DIVISION 1Z �� 1�7 IN �7
<br />PERFORMANCE OF THE WORK.
<br />A. PORTLAND CEMENT - ASTM C 150, TYPE I, AGGREGATE - ASTM C33 (3/4" MAX.). READY -MIX CONCRETE
<br />G. ADHESIVES:
<br />SHALL COMPLY WITH REQUIREMENTS OF ASTM C 94, AND AS SPECIFIED. COMPLY WITH ACI 304 "RECOMMENDED
<br />I. PROVIDE WATERPROOF STABILIZED TYPE ADHESIVE AS RECOMMENDED BY THE MANUFACTURER OF THE
<br />1.01 CONTRACTOR RESPONSIBILITIES
<br />PRACTICE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE" REQUIRED SLUMP RANGE
<br />MATERIAL BEING INSTALLED.
<br />NONE SPECIFIED
<br />A. REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PRIOR TO SUBMISSION.
<br />3" TO 5".
<br />2. ASPHALT EMULSION AND OTHER NON -WATERPROOF ADHESIVES WILL NOT BE ACCEPTABLE.
<br />B. DETERMINE AND VERIFY:
<br />B. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING CONCRETE TESTS ON
<br />D. CONCRETE SLAB PRIMER: IN NECESSARY, PROVIDE NON -STAINING TYPE AS REQUIRED AND AS
<br />1. FIELD MEASUREMENTS.
<br />SITE. ALL TESTS SHALL BE PERFORMED AFTER THE ADDITION of WATER TO THE MIX.
<br />Y THE MANUFACTURER OF THE MATERIAL BEING INSTALLED.
<br />RECOMMENDED B E RE E R LDIVISION
<br />13 SPECIAL CONSTRUCTION
<br />2. FIELD CONSTRUCTION CRITERIA.
<br />1. CYLINDER STRENGTH TESTS - ASTM C39t ONE SET OF FOUR CYLINDERS FOR EACH 50 CUBIC YARDS OR
<br />E. CONTRACTOR TO BE RESPONSIBLE TO GIVE NEW FLOORING AN INITIAL WAXING PRIOR TO SPACE BEING
<br />3. CATALOG NUMBERS AND SIMILAR DATA
<br />FRACTION THEREOF. TEST ONE CYLINDER AT 1 DAYS AND TWO AT 28 DAYS. HOLD THE FINAL CYLINDER
<br />OCCUPIED.
<br />4. CONFORMANCE WITH SPECIFICATIONS AND DRAWINGS.
<br />IN RESERVE.
<br />C. COORDINATE EACH SUBMITTAL WITH REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS,
<br />2. SLUMP TESTS - A5TM C143.
<br />1.02 VINYL COVE BASE
<br />NONE SPECIFIED
<br />DO NOT SUBMIT NON CONFORMING PRODUCTS.
<br />C. DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT DEEPER THAN 24 INCHES AND IN A MANNER TO
<br />A DIMENSION: 41NCH.
<br />D E
<br />D NOTIFY THE ARCHITECT IN WRITING, AT THE TIME OF 5U5MI5510N, OF ANY DEVIATIONS IN THE SUBMITTALS FROM
<br />AVOID INCLINE CONSTRUCTION JOINTS. CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT
<br />B. PROVIDE TYPE AND STYLE AS SCHEDULED IN THE FINISH MATERIAL SCHEDULE.
<br />REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR OF ANY DISCREPANCIES WITHIN THE CONTRACT DOCUMENTS.
<br />SUPPLEMENTED BY HAND SPADING, RIDDING, OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR
<br />`' Q �y SYSTEMS
<br />DIVISION 1�7IV1�! 1�CONVEYING
<br />E. BEGIN NO FABRICATION OR WORK WHICH REQUIRES SUBMITTALS UNTIL RETURN OF SUBMITTALS WITH
<br />CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH ACT 309.
<br />END OF SECTION 0g650
<br />ARCHITECT'S CONFORMANCE REVIEW.
<br />D. DEPOSIT AND CONSOLIDATE CONCRETE 5LA55 IN A CONTINUOUS OPERATION AND IN A MANNER SO THAT
<br />F. SUBMITTALS NOT PROPERLY REVIEWED BY CONTRACTOR FOR CONFORMANCE WITH CONTRACT DOCUMENTS
<br />CONCRETE IS THOROUGHLY WORKED AROUND REINFORCEMENT AND OTHER EMBEDDED ITEMS AND INTO
<br />SHALL BE RETURNED WITHOUT ARCHITECT'S REVIEW OR ACCEPTANCE.
<br />CORNERS. BRING SLAB SURFACES TO PROPER LEVEL WITH STRAIGHTEDGE AND STRIKE OFF. SLAB TO BE
<br />SECTION 09680 CARPETING
<br />NONE SPECIFIED
<br />FREE OF HUMPS AND HOLLOWS. MAINTAIN REINFORCING IN PROPER POSITION. PULL WELDING WIRE FABRIC
<br />1.08 SUBMISSION REQUIREMENTS
<br />TO CENTER OF SLAB, FABRIC LOCATED AT BOTTOM OF CONCRETE SLABS WILL BE REJECTED.
<br />PART 1 GENERAL
<br />A. MAKE SUBMITTALS PROMPTLY IN ACCORDANCE WITH APPROVED SCHEDULE, AND IN SUCH SEQUENCE
<br />E. APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES WITH A POWER -DRIVEN TROWEL. CONSOLIDATE
<br />DIVISION 1�71VI�1 1� MECHANICAL
<br />AS TO CAUSE NO DELAY IN THE WORK OR IN THE WORK OF ANY OTHER CONTRACTOR
<br />CONCRETE SURFACE BY FINAL NAND -TROWELING OPERATION, FREE OF TROWEL MARKS, UNIFORM IN
<br />1.01 CARPETING
<br />B. NUMBER OF SUBMITTALS REQUIRED:
<br />TEXTURE AND APPEARANCE. GRIND SMOOTH SURFACE DEFECTS THAT WOULD TELEGRAPH THROUGH APPLIED
<br />A. PROVIDE TYPE AND STYLE AS SCHEDULED IN THE FINISH MATERIAL SCHEDULE.
<br />I. SHOP DRAWINGS: SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH THE CONTRACTOR REQUIRES,
<br />FLOOR COVERING SYSTEM.
<br />B. ADHESIVES.
<br />PLUS THREE (3) COPIES WHICH WILL BE RETAINED BY THE ARCHITECT. MAXIMUM ACCEPTABLE
<br />F. ALL CONCRETE SHALL BE CURVED IMMEDIATELY AFTER FINISHING OPERATIONS IN ACCORDANCE WITH ONE OF
<br />I. PROVIDE WHITE LATEX CARPET ADHESIVE SUCH AS Wt. HENRY COMPANY NO 356, ROBERTS
<br />SEE MECHANICAL
<br />SIZE IS 24" x 36" FOR ANY ONE SHEET.
<br />THE FOLLOWING METHODS
<br />COMPANY NO. 41-0504, OR AN EQUAL APPROVED BY THE ARCHITECT AND RECOMMENDED
<br />2. PRODUCT DATA: SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR REQUIRES, PLUS THREE (3)
<br />I. APPLY A 30 PERCENT SOLIDS LIQUID MEMBRANE FORMING CHEMICAL CURING COMPOUND IN ACCORDANCE
<br />FOR THE PURPOSE BY THE MANUFACTURER OF THE SELECTED CARPET.
<br />WHICH BE TAINED BY ARCHITECT.
<br />WITH ASTM
<br />2 VE SUCH AS W.W. HENRY MPANY NO. 246, ERTS COMPANY
<br />OVIDE BEAM (APPROVED
<br />/�
<br />DIVISION 16 ELECTRICAL
<br />3. SAMPLES:LSUBMIITT THE NUMBERSE
<br />STATED IN EACH SPECIFICATION SECTION. IF NO NUMBER 15 GIVEN,
<br />2. PROVIDE CONTIINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 301.
<br />FOR PURPOSE
<br />411--05 2, OR AN EQUAL BY HE ARCHITECT AND RECOMMENDED
<br />VERIFY CORRECT NUMBER WITH ARCHITECT PRIOR TO SUBMITTAL. MINIMUM OF TWO (2) SAMPLES.
<br />G. PROVIDE CORNER BARS AT ALL WALL FOOTINGS t0 MATCH HORIZONTAL BARS.
<br />BY THE MANUFACTURER OF THE SELECTED CARPET.
<br />4. PROVIDE SUBMITTALS A5 REQUIRED BY THE INDIVIDUAL SECTION, BUT NO LESS THAN THAT STATED ABOVE.
<br />C. AT INTERSECTION OF CARPET AND FLOOR TILE, PROVIDE ROPPE COMPANY, INC. VINYL TILE CARPET JOINER
<br />C. SUBMITTALS SHALL CONTAIN:
<br />END OF SECTION 03300
<br />�U OR EQUIVALENT.
<br />SEE ELECTRICAL
<br />I. THE DATE OF SUBMISSION AND THE DATES OF ANY PREVIOUS SUBMISSIONS.
<br />D. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND
<br />2. THE PROJECT TITLE AND NUMBER
<br />PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR, SUBJECT TO THE APPROVAL OF THE
<br />3. CONTRACT IDENTIFICATION.
<br />4. THE NAMES OF:
<br />Q^*'�/
<br />DIVISION 4 MASONRY
<br />ARCHITECT.
<br />E. ALLOW THE OWNER TO INSPECT AND SELECT FROM SCRAP CARPET REMAINING AFTER THE INSTALLATION.
<br />�+ �+ /� Q
<br />OF �7�C IF I CATIONS
<br />a. CONTRACTOR
<br />BUNDLE, WRAP IN BURLAP, AND DELIVER TO THE OWNER THE CARPET SCRAPS 50 SELECTED.
<br />b. SUBCONTRACTOR
<br />c. SUPPLIER.
<br />NONE SPECIFIED
<br />END OF SECTION OS680
<br />d. MANUFACTURER.
<br />5. IDENTIFICATION OF THE PRODUCT, WITH THE SPECIFICATION SECTION NUMBER
<br />6. FIELD DIMENSIONS, CLEARLY IDENTIFIED AS SUCH,
<br />1. RELATION TO ADJACENT OR CRITICAL FEATURES OF THE WORK OR MATERIALS.
<br />Q
<br />DIVISION 1� TALC/
<br />SECTION m°jWC PAINTING
<br />8. APPLICABLE STANDARDS SUCH AS, BUT NOT LIMITED TO ASTM OR FEDERAL SPECIFICATION NUMBERS.
<br />9. IDENTIFICATION OF DEVIATIONS FROM CONTRACT DOCUMENTS.
<br />PART 1 GENERAL
<br />10. IDENTIFICATION OF OPTIONS AVAILABLE, BUT NOT INDICATED IN THE 5PECIFICATION6, SUCH AS
<br />NONE SPECIFIED
<br />COLOR, FINISH, TEXTURE, ETC. WITH COMPLETE SAMPLES OR L15TING INCLUDED IN THE SUBMITTAL FOR
<br />1.01 GENERAL
<br />A IT 15 THE'INTENT OF THIS SPECIFICATION TO PRODUCE A PREMIUM JOB, WHICH WILL PROVIDE THE MAXIMUM
<br />ARCHITECT'S SELECTION.
<br />11. INDICATION OF TERMS TO BE INCLUDED IN THE WORK AND SHOWN ON THE SHOP DRAWINGS SHALL BE
<br />DURABILITY, WHICH CAN REASONABLY BE EXPECTED FROM A PAINTED SURFACE.
<br />DIMEN51ONED AND COORDINATED FOR PROPER FIT AND TIMELY INCLUSION.
<br />DIVISION � WOOD and PLASTICS ICS
<br />B. "PAINT" INCLUDES COATING SYSTEMS MATERIALS, PRIMERS, EMULSIONS, ENAMELS, STAINS, SEALERS, AND
<br />12. IDENTIFICATION OF REVISIONS ON SUBMITTALS.
<br />FILLERS, AND OTHER APPLIED MATERIALS WHETHER USED AS PRIME, INTERMEDIATE, OR FINISH COAT.
<br />13. AN 8" x 3" BLANK SPACE FOR CONTRACTOR AND ARCHITECT STAMPS.
<br />G. SPECIFIED PRODUCTS BELOW ARE MANUFACTURED BY SHERWIN WILLIAMS, EXCEPT WHERE OTHER
<br />14. CONTRACTOR'S STAMPS, INITIALED OR SIGN, CERTIFYING THE REVIEW OF SUBMITTAL, VERIFICATION OF
<br />MANUFACTURERS ARE INDICATED, AND ESTABLISH A STANDARD OF QUALITY. EQUIVALENT PRODUCTS OF
<br />PRODUCTS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA, AND COORDINATION OF
<br />NONE SPECIFIED
<br />ARCHITECT,
<br />OTHER ACCEPTABLE MANUFACTURERS MAY NOT BE USED UNLESS APPROVED BY ARCHITECT.
<br />THE INFORMATION WITHIN THE SUBMITTAL WITH REQUIREMENTS OF THE WORK AND OF CONTRACT DOCUMENTS.
<br />D. PROVIDE BEST GRADE AND QUALITY MATERIALS ANDDUNLEPRODUCTS MANUFACTURED BY WILLIAMS.
<br />MATCH COLORS AS INDICATED ON THE DRAWINGS. USE PREMIXED PAINTS IN50FAR AS POSSIBLE. THIN ONLY
<br />AS PERMITTED ANY MANUFACTURER'S LABEL INSTRUCTIONS, AND AVOID UNNECESSARY THINNING.
<br />1.09 RESU5MI5510N REQUIREMENTS
<br />A. MAKE ANY CORRECTIONS OR CHANGES IN THE SUBMITTALS REQUIRED BY THE ARCHITECT AND RESUBMIT
<br />1 '
<br />DIVISION 1 THERMAL MOISTURE
<br />E. PROTECT FINISHED SURFACES, WORK OF OTHER TRADES, AND PROPERTY OF THE OWNER FROM DAMAGE AND
<br />UNTIL ACCEPTED.
<br />SAND
<br />DEFACEMENT. COVER FLOORS AND FIXED EQUIPMENT WITH DROP CLOTHS.
<br />B. SHOP DRAWINGS AND PRODUCT DATA:
<br />PROTECT ION
<br />F. PREPARE SURFACES ACCORDING TO PAINT MANUFACTURER'S INSTRUCTIONS. EXAMINE FACTORY FINISHED
<br />I. REVISE INITIAL DRAWINGS OR DATA, AND RESUBMIT AS SPECIFIED FOR THE INITIAL SUBMITTAL.
<br />AND PRIMED SURFACES TO BE PAINTED, AND VERIFY COMPATIBILITY OF EXISTING MATERIAL WITH PAINT TO
<br />2. INDICATE ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN TH05E REQUESTED BY THE ARCHITECT.
<br />BE APPLIED. APPLY PAINT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS
<br />C. SAMPLES: SUBMIT NEW SAMPLES AS REQUIRED FOR INITIAL SUBMITTAL.
<br />NONE SPECIFIED
<br />ONLY TO SURFACES WHICH ARE THOROUGHLY DRY, SMOOTH, EVEN, CLEAN, FREE OF DUST AND PROPERLY
<br />PREPARED TO RECEIVE THE INTENDED FINISH.
<br />1.10 DISTRIBUTION
<br />101 PAINTING
<br />A. DISTRIBUTE REPRODUCTION OF SHOP DRAWINGS ANp COPIES OF PRODUCT DATA WHICH CARRY THE
<br />ARCHITECT'S STAMP OF CONFORMANCE T0:
<br />p� WINDOWS
<br />DIVISION S DOORS AND
<br />A. ACCEPTABLE MATERIALS
<br />I. JOB SITE FILE.
<br />I. ALL PAINTING TO BE SCHEDULED IN THE FINISH SCHEDULE.
<br />2. RECORD DOCUMENTS FILE,
<br />1. EQUIVALENT PRODUCTS OF THE FOLLOWING ARE AL50 ACCEPTABLE:
<br />3. SUBCONTRACTORS.
<br />PRATT 4 LANBERTT
<br />4. SUPPLIER OR FABRICATOR
<br />N 08'110 FINISH HARDWARE
<br />GLIDDEN
<br />5. OWNER (TO BE DISTRIBUTED BY THE ARCHITECT).
<br />FIPART
<br />PORTER
<br />ENERAL
<br />BENJAMIN MOORE
<br />1.11 ARCHITECT'S DUTIES
<br />B. UNDERCOAT5 AND THINNERS
<br />A. REVIEW SUBMITTALS WITH REASONABLE PROMPTNESS AND IN ACCORD WITH SCHEDULE. ALLOW A MINIMUM
<br />IDI GENERAL
<br />I. PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER
<br />OF TEN (10) WORKING DAYS FOR REVIEW, UNLESS SPECIAL HANDLING IS ARRANGED IN ADVANCE.
<br />A. OBTAIN EACH TYPE O- AS SPECIFIED IN THE DOOR/HARDWARE SCHEDULE HARDWARE FROM A SINGLE
<br />OF FINISH COAT.
<br />B. AFFIX STAMP AND INITIALS OR SIGNATURE, AND INDICATE REQUIREMENTS FOR RE5UBMITTAL OR
<br />MANUFACTURER, ALTHOUGH SEVERAL MAY BE INDICATED AS OFFERING PRODUCTS COMPLYING WITH THE
<br />2. USE ONLY THINNERS RECOMMENDED BY THE PAINT MANUFACTURER AND USE ONLY
<br />CONFORMANCE OF SUBMITTAL. ACCEPTANCE 15 FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT AND
<br />REQUIREMENTS.
<br />THE RECOMMENDED LIMITS.
<br />GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. QUANTITIES AND DIMENSIONS OF MATERIALS
<br />B. FURNISH ALL HARDWARE, IN THEIR ORIGINAL PACKAGING, COMPLETE WITH ACCE5ORIE5 OF PROPER SIZE AND
<br />C. COLOR SCHEDULES
<br />WILL NOT BE REVIEWED. ACCEPTANCE OF A SUBMITTAL DOES NOT WAIVE OR ALTER THE REQUIREMENTS
<br />DESIGN REQUIRED FOR THE PURPOSE FOR WHICH THEY ARE TO BE USED AND WITH ALL SCREWS, SHIELDS, AND
<br />1. PROVIDE PAINTING AS SCHEDULED IN THE FINISH MATERIALS SCHEDULE.
<br />OF THE CONTRACT DOCUMENTS.
<br />OTHER ANCHORAGE DEVICES NECESSARY FOR A COMPLETE INSTALLATION. HARDWARE SCHEDULE SHOWN
<br />a. ON GYPSUM DRYWALL, USE:
<br />C. RETURN SUBMITTALS TO CONTRACTOR FOR P15TR15UTION OR FOR RESUBMI5SION.
<br />ON THE DRAWINGS.
<br />1. FIRST COAT - PIGMENTED PRIMER/SEALER
<br />C. INSTALL EACH HARDWARE ITEM IN COMPLIANCE WITH THE NATIONAL BUILDERS HARDWARE ASSOCIATION AND
<br />2. SECOND COAT - ACRYLIC LATEX ENAMEL
<br />END OF SECTION 01340
<br />THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. WHEREVER GUTTING AND FITTING 15 REQUIRED TO
<br />3. THIRD GOAT - ACRYLIC LATEX ENAMEL
<br />INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR FINISHED IN ANOTHER
<br />b. ON FERROUS METAL, USE:
<br />WAY, COORDINATED REMOVAL, STORAGE, AND REINSTALLATION OR APPLICATION OF SURFACE PROTECTIONS
<br />I. FIRST COAT - RUST INHIBITIVE ALKYD METAL PRIMER
<br />WITH FINISHING WORK.
<br />2. SECOND COAT - SEMI -GLOSS ALKYD ENAMEL
<br />DIVISION 2 SITE
<br />D. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT
<br />SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. DRILL AND COUNTERSINK UNITS NOT
<br />3. THIRD COAT - 5EMI-GLOSS ALKYD ENAMEL
<br />ON WOOD USE:
<br />c. DOORS,
<br />FACTORY PREPARED FOR ANCHORAGE FASTENERS. SPACE FASTENERS AND ANCHORS IN ACCORDANCE WITH
<br />I. FIRST COAT - STAIN (SEE FINISH SCHEDULE)
<br />INDUSTRY STANDARDS. SET THRESHOLDS FOR EXTERIOR DOOR5 IN FULL BED OF BUTYL -RUBBER OF
<br />2. SECOND COAT - STAIN (SEE FINISH SCHEDULE)
<br />NONE SPECIFIED
<br />POLYIOSBUTYLENE MASTIC SEALANT.
<br />3. THIRD COAT - VANISH LOW SHEEN "RUBBED EFFECT"
<br />E. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR To ENSURE PROPER OPERATION.
<br />REPLACE UNITS THAT CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE
<br />APPLICATION MADE. INSTRUCT OWNERS IN PROPER ADJUSTMENT AND MAINTENANCE OF HARDWARE DURING
<br />END OF SECTION 09900
<br />FINAL ADJUSTMENT.
<br />REVISIONS
<br />BY
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<br />Date: 02. 06. 14
<br />Scale: AS NOTED
<br />Project Mgr: LCH
<br />Drawn: JDR
<br />Job: 12-194
<br />Sheet
<br />N1
<br />r�
<br />H:\Projects\Projects 2012\12194 - M.F. Zephyrhills, FL- Zephyrhills\04-CD\01-CD.A\04-Architectural\N1- SPEC.dwg, 2/7/2014 8:39:32 AM, LCM
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