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DIVISION 1 CxE'NE RAL NOTES
<br />SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES
<br />PART I GENERAL.
<br />101 REQUIREMENTS INCLUDED
<br />A SUBMIT SHOP DRAWINGS, PRODUCT DATA AND SAMPLES REQUIRED BY CONTRACT DOCUMENTS, OR AS
<br />NECESSARY WHERE NOT INDICATED, SO ARCHITECT CAN REVIEW, SELECT, CHECK FOR CONFORMANCE,
<br />ETC., AS REQUIRED.
<br />1.02 RELATED REQUIREMENTS
<br />A DESIGNATED IN THE CONSTRUCTION SCHEDULE, OR IN A SEPARATE COORDINATE SCHEDULE, THE DATES
<br />FOR SUBMISSION AND THE DATES THAT REVIEWED SHOP DRAWINGS, PRODUCT DATA AND SAMPLES WILL
<br />BE NEEDED. ALLOW SUFFICIENT TIME IN THE SCHEDULE FOR ARCHITECT REVIEW AND POSSIBLE
<br />RESUBMITTALS IF REQUIRED.
<br />1.03 SHOP DRAWINGS
<br />A DRAWINGS SHALL BE PRESENTED IN A CLEAR AND THOROUGH MANNER-
<br />1. DETAILS SHALL BE IDENTIFIED BY REFERENCE TO SHEET AND DETAIL, SCHEDULE OR ROOM NUMBERS
<br />SHOWN ON CONTRACT DRAWINGS.
<br />2. SHEET SHALL BE LABELED WITH CORRECT JOB NAME, LOCATION, ARCHITECT'S PROJECT NUMBER, AND
<br />SUBCONTRACTOR'S COMPANY NAME, ADDRESS, PHONE NUMBER AND NAME OF RESPONSIBLE
<br />REPRESENTATIVE OF COMPANY.
<br />3. DRAWINGS, DETAILS, ETC. SHALL CLEARLY ILLUSTRATE ALL COMPONENTS AND ADJACENT COMPONENTS
<br />OF THE WORK
<br />1.04 PRODUCT DATA
<br />A PREPARATION:
<br />1. CLEARLY MARK EACH COPY TO IDENTIFY PERTINENT PRODUCTS OR WHICH A RESPECIFICALLY
<br />COVERED BY THE SUBMITTAL. REFERENCE ALL NUMBERS TO CORRESPOND TO THOSE IN CONTRACT
<br />DOCUMENTS.
<br />2. SHOW PERFORMANCE CHARACTERISTICS AND CAPACITIES.
<br />3. SHOW DIMENSIONS AND CLEARANCES REQUIRED.
<br />4. SHOW WIRING OR PIPING DIAGRAMS AND CONTROLS.
<br />5. DELETE MODEL NUMBERS, DIAGRAMS, DETAILS, ETC., NOT APPLICABLE TO THE SUBMITTAL.
<br />B.MANUFACTURER'S STANDARD SCHEMATIC DRAWINGS AND DIAGRAMS:
<br />1. MODIFY DRAWINGS AND DIAGRAMS TO DELETE INFORMATION WHICH IS NOT APPLICABLE TO THE WORK
<br />2. SUPPLEMENT STANDARD INFORMATION TO PROVIDE INFORMATION SPECIFICALLY APPLICABLE
<br />TO THE WORK
<br />1.05 SAMPLES
<br />A OFFICE SAMPLES SHALL BE OF SIZE INDICATED, OR OF SUFFICIENT SIZE AND QUANTITY TO CLEARLY
<br />ILLUSTRATE :
<br />1. FUNCTIONAL CHARACTERISTICS OF THE PRODUCT, WITH INTEGRALLY RELATED PARTS AND ATTACHMENT
<br />DEVICES AND TECHNIQUES.
<br />2. FULL RANGE OF COLOR, TEXTURE AND PATTERN FOR ARCHITECT SELECTION AT NO ADDITIONAL
<br />COST. SUBMIT ONLY SPECIFIED COLOR RANGE IF DIFFERENT FROM MANUFA TURER'5 STANDARD RANGE
<br />E
<br />B. ALL 5AMPLE5 OF A PARTICULAR PRODUCT, ASSEMBLY, UNIT, ETC., SHALL BE SUBMITTED AT THE SAME
<br />TIME TO ALLOW PROPER REVIEW AND COMPARISON BETWEEN SAMPLES.
<br />1.06 SUBMITTALS
<br />A PERMITS, LICENSES, AND CERTIFICATES: FOR THE OWNER'S RECORDS, SUBMIT COPIES OF PERMITS,
<br />LICENSES, CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL SETTLEMENTS, NOTICES,
<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 />PERFORMANCE OF THE WORK
<br />1.01 CONTRACTOR RESPONSIBILITIES
<br />A REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PRIOR TO SUBMISSION.
<br />B. DETERMINE AND VERIFY:
<br />1. FIELD MEASUREMENTS.
<br />2. FIELD CONSTRUCTION CRITERIA
<br />3. CATALOG NUMBERS AND SIMILAR DATA
<br />4. CONFORMANCE WITH SPECIFICATIONS AND DRAWINGS.
<br />C. COORDINATE EACH SUBMITTAL WITH REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS.
<br />DO NOT SUBMIT NON -CONFORMING PRODUCTS.
<br />D NOTIFY THE ARCHITECT IN WRITING, AT THE TIME OF SUBMISSION, OF ANY DEVIATIONS IN THE SUBMITTALS
<br />FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR OF ANY DISCREPANCIES WITHIN THE CONTRACT
<br />DOCUMENTS.
<br />E. BEGIN NO FABRICATION OR WORK WHICH REQUIRES SUBMITTALS UNTIL RETURN OF SUBMITTALS WITH
<br />ARCHITECT'S CONFORMANCE REVIEW.
<br />F. SUBMITTALS NOT PROPERLY REVIEWED BY CONTRACTOR FOR CONFORMANCE WITH CONTRACT DOCUMENTS
<br />SHALL BE RETURNED WITHOUT ARCHITECT'S REVIEW OR ACCEPTANCE.
<br />1.08 SUBMISSION REQUIREMENTS
<br />A MAKE SUBMITTALS PROMPTLY IN ACCORDANCE WITH APPROVED SCHEDULE, AND IN SUCH SEQUENCE
<br />AS TO CAUSE NO DELAY IN THE WORK OR IN THE WORK OF ANY OTHER CONTRACTOR
<br />B. NUMBER OF SUBMITTALS REQUIRED:
<br />1. SHOP DRAWINGS: SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH THE CONTRACTOR REQUIRES,
<br />PLUS THREE (3) COPIES WHICH WILL BE RETAINED BY THE ARCHITECT. MAXIMUM ACCEPTABLE
<br />SIZE IS 24" x 36" FOR ANY ONE SHEET.
<br />2. PRODUCT DATA: SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR REQUIRES, PLUS THREE (3)
<br />WHICH WILL BE RETAINED BY THE ARCHITECT.
<br />3. SAMPLES: SUBMIT THE NUMBER STATED IN EACH SPECIFICATION SECTION. IF NO NUMBER IS GIVEN,
<br />VERIFY CORRECT NUMBER WITH ARCHITECT PRIOR TO SUBMITTAL. MINIMUM OF TWO (2) SAMPLES.
<br />4. PROVIDE SUBMITTALS AS REQUIRED BY THE INDIVIDUAL SECTION, BUT NO LE55 THAN THAT STATED ABOVE.
<br />C. SUBMITTALS SHALL CONTAIN:
<br />1. THE DATE OF SUBMISSION AND THE DATES OF ANY PREVIOUS SUBMISSIONS.
<br />2. THE PROJECT TITLE AND NUMBER
<br />3. CONTRACT IDENTIFICATION.
<br />4. THE NAMES OF:
<br />a. CONTRACTOR
<br />b. SUBCONTRACTOR
<br />c. SUPPLIER
<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 />8. APPLICABLE STANDARDS SUCH AS, BUT NOT LIMITED TO ASTM OR FEDERAL SPECIFICATION NUMBERS.
<br />S. IDENTIFICATION OF DEVIATIONS FROM CONTRACT DOCUMENTS.
<br />10.I1DENTIFICATION OF OPTIONS AVAILABLE, BUT NOT INDICATED IN THE SPECIFICATIONS, SUCH AS
<br />COLOR, FINISH, TEXTURE, ETC. WITH COMPLETE SAMPLES OR LISTING INCLUDED IN THE SUBMITTAL FOR
<br />ARCHITECT'S SELECTION.
<br />11. INDICATION OF TERMS TO BE INCLUDED IN THE WORK AND SHOWN ON THE SHOP DRAWINGS SHALL BE
<br />DIMENSIONED AND COORDINATED FOR PROPER FIT AND TIMELY INCLUSION.
<br />12. IDENTIFICATION OF REVISIONS ON 5UBMITTALS.
<br />13. AN 8" x 3" BLANK SPACE FOR CONTRACTOR AND ARCHITECT STAMPS.
<br />14.CONTRACTOR'S STAMPS, INITIALED OR SIGN, CERTIFYING THE REVIEW OF SUBMITTAL, VERIFICATION OF
<br />PRODUCTS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA, AND COORDINATION OF
<br />THE INFORMATION WITHIN THE SUBMITTAL WITH REQUIREMENTS OF THE WORK AND OF CONTRACT DOCUMENTS.
<br />1.09 RESUBMISSION REQUIREMENTS
<br />A MAKE ANY CORRECTIONS OR CHANGES IN THE SUBMITTALS REQUIRED BY THE ARCHITECT AND RESUBMIT
<br />UNTIL ACCEPTED.
<br />B. SHOP DRAWINGS AND PRODUCT DATA:
<br />1. REVISE INITIAL DRAWINGS OR DATA, AND RESUBMIT AS SPECIFIED FOR THE INITIAL SUBMITTAL.
<br />2. INDICATE ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE REQUESTED BY THE ARCHITECT.
<br />C. 5AMPLE5: SUBMIT NEW SAMPLES AS REQUIRED FOR INITIAL SUBMITTAL.
<br />1.10 DISTRIBUTION
<br />A. DISTRIBUTE REPRODUCTION OF SHOP DRAWINGS AND COPIES OF PRODUCT DATA WHICH CARRY THE
<br />ARCHITECT'S STAMP OF CONFORMANCE TO:
<br />1, JOB SITE FILE,
<br />2. RECORD DOCUMENTS FILE.
<br />3. SUBCONTRACTORS.
<br />4. SUPPLIER OR FABRICATOR
<br />5. OWNER (TO BE DISTRIBUTED BY THE ARCHITECT).
<br />1.11 ARCHITECT'S DUTIES
<br />A REVIEW SUBMITTALS WITH REASONABLE PROMPTNESS AND IN ACCORD WITH SCHEDULE. ALLOW A MINIMUM
<br />OF TEN (10) WORKING DAYS FOR REVIEW, UNLESS SPECIAL HANDLING IS ARRANGED IN ADVANCE.
<br />B. AFFIX STAMP AND INITIALS OR SIGNATURE, AND INDICATE REQUIREMENTS FOR RESUBMITTAL OR
<br />CONFORMANCE OF SUBMITTAL. ACCEPTANCE IS FOR GENERAL CONFORMANCE WITH DESIGN CONCEPT AND
<br />GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. QUANTITIES AND DIMENSIONS OF MATERIALS
<br />WILL NOT BE REVIEWED. ACCEPTANCE OF A SUBMITTAL DOES NOT WAIVE OR ALTER THE REQUIREMENTS
<br />OF THE CONTRACT DOCUMENTS.
<br />C. RETURN SUBMITTALS TO CONTRACTOR FOR DISTRIBUTION OR FOR RESUBMISSION.
<br />END OF SECTION 01340
<br />DIVISION 2 SITE WORK
<br />NONE SPECIFIED
<br />DIVISION 3 CONCRETE
<br />SECTION 03300 CAST -IN -PLACE CONCRETE
<br />PART I GENERAL
<br />IDI GENERAL
<br />A. COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS, EXCEPT WHERE
<br />MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED.
<br />1, ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."
<br />2. CONCRETE REINFORCING STEEL INSTITUTE (CRSI), "MANUAL OF STANDARD PRACTICE."
<br />1.02 FORMS
<br />A. FORMS ARE TO BE OF PLYWOOD, METAL, METAL -FRAMED PLYWOOD FACED, OR OTHER ACCEPTABLE PANEL -
<br />TYPE MATERIALS TO PROVIDE CONTINUOUS, STRAIGHT, SMOOTH, EXPOSED SURFACES. FURNISH IN LARGEST
<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 />AND DYNAMIC LOADS THAT MIGHT BE APPLIED UNTIL CONCRETE STRUCTURE CAN SUPPORT SUCH LOADS.
<br />MAINTAIN FORM WORK CONSTRUCTION TOLERANCE COMPLYING WITH ACI 341.
<br />C. CONSTRUCT FORMS TO SIZES, SHAPES, LINES, AND DIMENSIONS SHOWN TO OBTAIN ACCURATE ALIGNMENT,
<br />LOCATION, GRADES, LEVEL, AND PLUMB WORK IN FINISHED STRUCTURE. PROVIDE OPENINGS IN FORM WORK TO
<br />ACCOMMODATE WORK OF OTHER TRADES. DETERMINE SIZE AND LOCATION OF OPENINGS, RECESSES, AND CHASES
<br />FROM TRADES PROVIDING SUCH ITEMS. ACCURATELY PLACE AND SECURELY SUPPORT ITEMS BUILT INTO FORMS.
<br />1.03 FORM COATINGS
<br />A. PROVIDE COMMERCIAL FORMULATION FORM -COATING COMPOUNDS WITH A MAXIMUM VOC OF 350 MG/L THAT
<br />WILL NOT BOND WITH, STAIN, OR ADVERSELY AFFECT CONCRETE SURFACES AND WILL NOT IMPAIR SUBSEQUENT
<br />TREATMENTS OF CONCRETE SURFACES.
<br />1.04 GRANULAR BASE
<br />A. BASE IS TO BE EVENLY GRADED MIXTURE OF FINE AND COURSE AGGREGATES TO PROVIDE, WHEN COMPACTED
<br />A SMOOTH AND EVEN SURFACE BELOW SLABS ON GRADE.
<br />ID5 VAPOR BARRIER
<br />A. BARRIER TO BE 6 MIL, POLYETHYLENE, WITH WATER VAPOR TRANSM15510N RATE OF 050 GRAINS/SQUARE
<br />FOOT/HOUR WHEN TESTED IN ACCORDANCE WITH ASTM E 96, METHOD B. PROVIDE MANUFACTURER'S
<br />RECOMMENDED MASTICS AND GUSSET TAPE.
<br />B. FOLLOWING LEVELING AND TAMPING OF GRANULAR BASE FOR SLABS ON GRADE, PLACE VAPOR BARRIER
<br />SHEETING WITH LONGEST DIMENSION PARALLEL WITH DIRECTION OF POUR LAP JOINTS 6 INCHES AND SEAL
<br />JOINTS.
<br />PART 2 REINFORCING MATERIALS
<br />2.01 REINFORCING MATERIALS
<br />A. REINFORCING BARS SHALL COMPLY WITH ASTM A 615, GRADE 40, DEFORMED WELDED WIRE FABRIC SHALL
<br />COMPLY WITH A5TM A 185, WELDED STEEL WIRE FABRIC.
<br />B. SUPPORTS FOR REINFORCING, BOLSTERS, SHAIRS, SPACERS, AND OTHER DEVICES ARE TO COMPLY WITH
<br />CR51 SPECIFICATIONS.
<br />C. COMPLY WITH CRSI RECOMMENDED PRACTICE FOR "PLACING REINFORCING BARS," FOR DETAILS AND METHODS
<br />OFREINFORCEMENTPLACEMENT AND SUPPORTS. REINFORCEMENT IS TO BE FREE OF RUST AND MILL SCALE
<br />AND OTHER MATTER THAT WILL ADVERSELY AFFECT BOND WITH CONCRETE.
<br />D. INSTALL WELDED WIRE FABRIC IN AS LONG LENGTHS AS PRACTICAL. LAP ADJOINING PIECES AT LEAST ONE FULL
<br />MESH AND LACE SPLICES WITH WIRE. OFFSET LAPS OF ADJOINING WIDTHS TO PREVENT CONTINUOUS LAPS
<br />IN EITHER DIRECTION.
<br />2.02 CONCRETE
<br />A. PORTLAND CEMENT - ASTM C 150, TYPE 1, AGGREGATE - ASTM C33 (3/4" MAX.). READY -MIX CONCRETE
<br />SHALL COMPLY WITH REQUIREMENTS OF ASTM C 94, AND AS SPECIFIED. COMPLY WITH ACI 304 "RECOMMENDED
<br />PRACTICE FOR MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE." REQUIRED SLUMP RANGE
<br />3" TO 5".
<br />B. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM THE FOLLOWING CONCRETE TESTS ON
<br />SITE. ALL TE5T5 SHALL BE PERFORMED AFTER THE ADDITION OF WATER TO THE MIX.
<br />1. CYLINDER STRENGTH TESTS - ASTM C39t ONE SET OF FOUR CYLINDERS FOR EACH 50 CUBIC YARDS OR
<br />FRACTION THEREOF. TEST ONE CYLINDER AT 1 DAYS AND TWO AT 26 DAYS. HOLD THE FINAL CYLINDER
<br />IN RESERVE.
<br />2. SLUMP TESTS - ASTM C143.
<br />C. DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT DEEPER THAN 24 INCHES AND IN A MANNER TO
<br />AVOID INCLINE CONSTRUCTION JOINTS. CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT
<br />SUPPLEMENTED BY HAND SPADING, RIDDING, OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR
<br />CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH ACT 309.
<br />D. DEPOSIT AND CONSOLIDATE CONCRETE SLABS IN A CONTINUOUS OPERATION AND IN A MANNER 50 THAT
<br />CONCRETE IS THOROUGHLY WORKED AROUND REINFORCEMENT AND OTHER EMBEDDED ITEMS AND INTO
<br />CORNERS. BRING SLAB SURFACES TO PROPER LEVEL WITH STRAIGHTEDGE AND STRIKE OFF. SLAB TO BE
<br />FREE OF HUMPS AND HOLLOWS. MAINTAIN REINFORCING IN PROPER POSITION. PULL WELDING WIRE FABRIC
<br />TO CENTER OF SLAB, FABRIC LOCATED AT BOTTOM OF CONCRETE SLABS WILL BE REJECTED.
<br />E. APPLY TROWEL FINISH TO MONOLITHIC SLAB SURFACES WITH A POWER -DRIVEN TROWEL. CONSOLIDATE
<br />CONCRETE SURFACE BY FINAL HAND -TROWELING OPERATION, FREE OF TROWEL MARKS, UNIFORM IN
<br />TEXTURE AND APPEARANCE. GRIND SMOOTH SURFACE DEFECTS THAT WOULD TELEGRAPH THROUGH APPLIED
<br />FLOOR COVERING SYSTEM.
<br />F. ALL CONCRETE SHALL BE CURVED IMMEDIATELY AFTER FINISHING OPERATIONS IN ACCORDANCE WITH ONE OF
<br />THE FOLLOWING METHODS
<br />1. APPLY A 30 PERCENT SOLIDS LIQUID MEMBRANE FORMING CHEMICAL CURING COMPOUND IN ACCORDANCE
<br />WITH ASTM C-309.
<br />2. PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 301.
<br />G. PROVIDE CORER BARS AT ALL WALL FOOTINGS TO MATCH HORIZONTAL BARS.
<br />END OF SECTION 03300
<br />DIVISION 4 MASONRY
<br />NONE SPECIFIED
<br />DIVISION 5 METALS
<br />NONE SPECIFIED
<br />DIVISION 6 WOOD and PLASTICS
<br />SECTION 06100 ROUGH CARPENTRY
<br />PART 1 GENERAL
<br />1.01 LUMBER STANDARDS
<br />A FURNISH LUMBER MANUFACTURED TO COMPLY WITH FPS 20 "AMERICAN SOFTWOOD LUMBER STANDARD" AND
<br />WITH APPLICABLE GRADING RULES OF INSPECTION AGENCIES CERTIFIED BY AMERICAN LUMBER
<br />STANDARDS COMMITTEE'S (ASLC) BOARD OF REVIEW.
<br />1.02 GRADE STAMPS
<br />A PROVIDE LUMBER WITH EACH PIECE FACTORY MARKED WITH GRADE STAMP OF INSPECTION AGENCY
<br />EVIDENCING COMPLIANCE WITH GRADING RULE REQUIREMENTS AND IDENTIFYING GRADING AGENCY, GRADE,
<br />SPECIES, MOISTURE CONTENT AT TIME OF SURFACING, AND MM.
<br />1.03 DIMENSION LUMBER
<br />A. ALL STRUCTURAL FRAMING AND STRUCTURAL LIGHT FRAMING (2" TO 4" THICK, 2" AND WIDER) SHALL BE
<br />SOUTHERN PINE NO.2 GRADE OR BETTER ALL TIMBERS (5" AND THICKER) SHALL BE SOUTHERN PINE NO. I
<br />GRADE OR BETTER
<br />B. ARRANGE STUDS SO THAT WIDE FACE OF STUD 15 PERPENDICULAR TO DIRECTION OF WALL OR PARTITION AND
<br />NARROW FACE 15 PARALLEL. INSTALL SINGLE BOTTOM PLATE OR DOUBLE TOP PLATES USING 2 INCH
<br />MEMBERS WHOSE WIDTHS EQUAL THAT OF STUDS. SINGLE TOP PLATE MAY BE USED FOR NONBEARING
<br />PARTITIONS. CONSTRUCT CORNERS AND INTERSECTIONS WITH NO LESS THAN 3 STUDS. INSTALL CONTINUOUS
<br />HORIZONTAL BLOCKING AT MID -HEIGHT OF PARTITIONS OVER 6 FEET IN HEIGHT WITH 2 INCH STUDS AND SAME
<br />THICKNESS AS WELL. (NOTE: ALL WALL STUD BOTTOM PLATES SHALL BE PRESSURE TREATED.)
<br />C. FRAME OPENINGS WITH MULTIPLE STUDS AND HEADERS. SET HEADERS ON EDGE AND SUPPORT ON JAMBS.
<br />1.04 BOARDS
<br />A. WHERE BOARDS WILL BE EXPOSED IN FINISHED WORK, PROVIDE IS PERCENT MAXIMUM, "5-DRY" OR KD-15,
<br />WESTERN CEDAR, "C 5ELECT/A ALL HEART" GRADE PER W11PA RULES. PROVIDE SIZES AS INDICATED.
<br />B. INSTALL BOARDS WITH END JOINTS STAGGERED OVER SUPPORTS, AND WITH EACH PIECE EXTENDED OVER AT
<br />LEAST 2 SPACES BETWEEN SUPPORTS. NAIL WITH 86 COMMON NAILS, SPACED 2 PER SUPPORT.
<br />1.05 MISCELLANEOUS LUMBER
<br />A. PROVIDE LUMBER FOR SUPPORT OR ATTACHMENT OF OTHER CONSTRUCTION, INCLUDING ROOFTOP EQUIPMENT
<br />CURBS AND SUPPORT BASES, CANT STRIPS, BUCKS, NAILERS, BLOCKING, FURRING, GROUNDS, STRIPPING, AND
<br />SIMILAR MEMBERS. FABRICATE FROM DIMENSIONAL LUMBER WITH 19 PERCENT MAXIMUM MOISTURE CONTENT.
<br />1.06 ENGINEERED WOOD PRODUCTS
<br />A. PROVIDE ENGINEERED WOOD PRODUCTS FOR WHICH CURRENT MODEL CODE EVALUATION/RESEARCH REPORTS
<br />EXIST THAT ARE ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND THAT EVIDENCE COMPLIANCE FOR
<br />THE APPLICATION INDICATED WITH SPECIFIED ELEMENTS AND THE BUILDING CODES IN EFFECT FOR THIS
<br />PROJECT. SIZE TO BE 1 3/4 INCHES BY DEPTH AND LENIGIA INDICATED.
<br />1.01 CONSTRUCTION PANELS
<br />A. COMPLY WITH PSl "U.S. PRODUCT STANDARD FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" FOR PLYWOOD
<br />CONSTRUCTION PANELS AND, FOR PRODUCTS NOT MANUFACTURED UNDER P51, WITH APA PRP-106. FURNISH
<br />PANELS THAT ARE FACTORY MARKED WITH APA TRADEMARK EVIDENCING COMPLIANCE WITH GRADE
<br />REQUIREMENTS.
<br />1.08 SILL SEALER GASKETS
<br />A. GLASS FIBER RESILIENT INSULATION FABRICATED IN STRIP FORA FOR USE AS A SILL SEALERt I INCH NOMINAL
<br />THICKNESS COMPRESSIBLE TO 1/32 INCHt SELECT FROM MANUFACTURER'S STANDARD WIDTHS IN ROLLS
<br />OF 50 OR 100 FEET IN LENGTH.
<br />PART 2 INSTALLATION
<br />221 GENERAL
<br />A. SET ROUGH CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB AND TRUE TO LINE, CUT
<br />AND FITTED. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION. SCRIBE AND COPE AS REQUIRED FOR
<br />ACCURATE FIT. CORRELATE LOCATION OF FURRING, HAILERS, BLOCKING, AND SIMILAR SUPPORTS TO ALLOW
<br />ATTACHMENT OF OTHER CONSTRUCTION,
<br />B. USE COMMON WIRE NAILS, UNLESS OTHERWISE INDICATED. USE FINISHING NAILS FOR FINISH WORK SELECT
<br />FASTENERS OF 51ZE THAT WILL NOT PENETRATE MEMBERS WHERE OPPOSITE SIDE WILL BE EXPOSED TO
<br />VIEW OR WILL RECEIVE FINISH MATERIALS. MAKE TIGHT CONNECTIONS BETWEEN MEMBERS. INSTALL FASTENERS
<br />WITHOUT SPLITTING WOOD, PRE -DRILL AS REQUIRED.
<br />END OF SECTION 06100
<br />DIVISION I THERMAL AND MOISTURE
<br />SECTION 01210 BUILDING INSULATION
<br />GENERAL PROVISIONS
<br />I. SCOPE: FURNISH AND INSTALL FIBERGLASS INSULATION AND ROOF INSULATION TO PROVIDE A COMPLETELY
<br />INSULATED THERMAL SHELL WITH NO BREAKS OR PENETRATIONS.
<br />2. NOTES: INSULATION VALUES SHALL COMPLY WITH STATE AND LOCAL CODE REQUIREMENTS AND/OR VALUES
<br />SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN, WHICHEVER REQUIREMENT PROVIDES THE GREATER "R"
<br />VALUE.
<br />3, QUALITY CONTROL: THE OWNER SHALL BE NOTIFIED WHEN THE INSULATION IS IN PLACE, PRIOR TO THE
<br />INSTALLATICN OF FINISH MATERIALS.
<br />MATERIALS
<br />I. FIBERGLASS INSULATION CONCEALED IN WALLS BY CWENS-CORNING OR JOHNS-MANVILLE. 5 1/1", R-19,
<br />FIBERGLASS ROLL INSULATION WITH KRAFT TYPE VAPOR BARRIER ON INSIDE FACE,
<br />2. FIBER GLASS INSULATION EXPOSED ABOVE CEILING BY OWENS-CORNING OR JOHNS-MANVILLE. 5 1/2", R-19
<br />FIBERGLASS ROLL INSULATION WITH INTEGRAL FOIL REINFORCED KRAFT FACING ON INSIDE FACE WITH FLAME
<br />HAZARD RATING OF 2560 OR LESS.
<br />3. ROOF INSULATION BOARD: CLOSED CELL POLY150CYANURATE FOAM CORE WITH FACTORY -LAMINATED
<br />FOIL FACES. FOAM CORES WITH FLAME SPREAD OF 25 OR LESS AND COMPRESSIVE STRENGTH OF 20 PSI OR
<br />GREATER (ASTM D-162U WITH A MINIMUM AGED R VALUE OF 16 BY ONE (1) OF THE FOLLOWING APPROVED
<br />MANUFACTURERS:
<br />A AC FOAM SUPREME BY ATLAS INDUSTRIES
<br />B. THERMA ROOF PLUS BY R-MAX
<br />C. TEM-PRO SP BY THE TEMPLE EASTEX
<br />THE LISTED INSULATIONS ARE AVAILABLE THROUGH QUALIFIED ROOFING INSTALLERS. SEE
<br />NATIONAL ACCOUNTS INDEX.
<br />4• PERIMETER FOUNDATION INSULATION (AND 2" MASONRY WALL CAVITY INSULATION WHEN SHOWN) SHALL BE
<br />STYROFOAM SM BY DOW CHEMICAL CO. OR APPROVED EQUAL, 2" THICK THERMAL CONDUCTIVITY SHALL
<br />BE 20 5TH/HR/5QFT11NCH THICKNESS AT 15 DEG F MEAN TEMPERATURE, R-10 VALUE.
<br />5. CONCRETE BLOCK CELL INSULATION FOR MASONRY WALLS SHALL BE SILICONE -TREATED PERLITE
<br />LOOSE -FILL INSULATION BY A MEMBER OF THE PERLITE INSTITUTE.
<br />PERFORMANCE
<br />I. INSTALLATION:
<br />A. FIBERGLASS INSULATION: STAPLE AND/OR TAPE IN PLACE WITH VAPOR BARRIER SIDE INWARD. ALL JOINTS
<br />SHALL BE LAPPED TO PREVENT MOISTURE VAPOR MIGRATION. ALL PENETRATIONS AND PLUMBING AND
<br />ELECTRICAL BOXES SHALL BE INSULATED ON THE OUTWARD SIDE. ANY JOINTS NOT OVER WOOD FRAMING OR
<br />BLOCKING SHALL BE TAPED THOROUGHLY. STUFF AROUND DOOR FRAMES AND CLOSELY SPACED FRAMING
<br />MEMBERS.
<br />B. ROOF INSULATION: USE MECHANICAL FASTENERS WITH STEEL OR WOOD DECK INSTALL IN ACCORDANCE WITH
<br />MANUFACTURER'S INSTRUCTIONS OF SIX (6) PER BOARD MINIMUM. STAGGER PANEL END JOINTS AT ADJACENT
<br />PANEL MID POINT.
<br />C. PERIMETER FOUNDATION INSULATION: INSTALL FROM TOP OF SLAB DOWNWARD 24" WHEN FOUNDATION DEPTH
<br />PERMITS. OTHERWISE INSULATION SHALL EXTEND FROM TOP TO BOTTOM OF SLAB AND THEN HORIZONTALLY
<br />UNDER SLAB 24" TOWARD INTERIOR OF BUILDING.
<br />D. MASONRY CAVITY WALL INSULATION: INSTALL IN CAVITY WHEN SHOWN BETWEEN MASONRY WALL REINFORCING
<br />AS WALL IS BEING LAID.
<br />E. CONCRETE. BLOCK CELL INSULATION: INSTALL WHEN SHOWN IN ACCORDANCE WITH MANUFACTURER'S
<br />RECOMMENDATIONS.
<br />GENERAL PROVISION
<br />1. SCOPE: FURNISH AND INSTALL GRAVEL STOPS, FLASHING, PARAPET CAP,
<br />DOWNSPOUTS, AND GUTTERS.
<br />A ROOFING MEMBRANE FLASHING IS INCLUDED IN SECTION 1B: MEMBRANE ROOFING.
<br />MATERIALS
<br />I. MATERIALS SHEET METAL: .032 ALUMINUM.
<br />2. NAIL FASTENERS: 1 3/4" X II GAUGE GALVANIZED, STAINLESS STEEL, OR ALUMINUM ROOFING NAILS MAY BE USED
<br />FOR FASTENERS INTO WOOD WHEN CONCEALED ONLY.
<br />3. WASHERS: NEOPRENE
<br />4. SCREW FASTENERS: CORROSION -RESISTANT, SELF -TAPPING, HEX HEAD SCREW, 1/4" MINIMUM DIAMETER WITH
<br />SUFFICIENT LENGTH TO PENETRATE I" MINIMUM INTO WOOD OR 1/2" MINIMUM INTO STEEL. PROVIDE NEOPRENE SEALING
<br />WASHER FOR EXPOSED FASTENING.
<br />PERFORMANCE
<br />I. INSTALLATION: EXPOSED FLASHINGS SHALL BE PAINTED TO MATCH ADJACENT MATERIALS. VERIFY WITH
<br />POPEYE5' REPRESENTATIVE.
<br />SECTION 1D: STANDING SEAM CANOPY
<br />PART 1- GENERAL
<br />1.0 SUBMITTALS
<br />A SUBMIT FOR APPROVAL SAMPLES, SHOP DRAWINGS, PRODUCT DATA.
<br />QUALITY ASSURANCE
<br />A COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS
<br />WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS.
<br />DELIVER HANDLE, STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
<br />LUARRANTY
<br />METAL ROOF SYSTEM MANUFACTURER UPON FINAL ACCEPTANCE FOR PROJECT, FURNISH A WARRANTY COVERING
<br />BARE METAL AGAINST RUPTURE, STRUCTURAL FAILURE AND PERFORATION DUE TO NORMAL ATMOSPHERIC
<br />CORRO51ON EXPOSURE FOR A PERIOD OF 20 YEARS.
<br />PART 2 - PRODUCTS (UC-4 SERIES, AS MANUFACTURED AND SPECIFIED BY UNA-CLAD., METAL ROOF SYSTEMS.)
<br />2D MATERIALS
<br />A METAL ROOF SYSTEM PROFILE:
<br />I. UC-4 'NO CLIP", 1 1/2" HIGH BATTENS x 12" RIB TO RIB. (SMALL 5ATTEN-5B)
<br />2. CONCEALED FASTENER
<br />S. GAUGE:
<br />1. D26 GAUGE - STEEL
<br />C. TEXTURE:
<br />1. 5MOOTH.
<br />D. FIN15H:
<br />1. PREMIUM FLUOROCARBON COATING PRODUCED WITH KYNAR 500 OR HYLAR 5000 RESIN (20 YEAR
<br />WARRANTY.)
<br />E. MANUFACTURER:
<br />1. UNA-CLAD OR EQUAL.
<br />PART 3 - EXECUTION
<br />3.0 INSTALLATION
<br />A COMPLY WITH 5MACNA SHEET METAL MANUAL RECOMMENDATIONS. COMPLY WITH ACCESSORY MANUFACTURERS'
<br />INSTRUCTIONS AND RECOMMENDATIONS. COORDINATE INSTALLATION WITH ROOFING SYSTEM TO ENSURE WEATHERTIGHT
<br />PERFORMANCE.
<br />B. ANCHOR SECURELY TO STRUCTURE TO WITHSTAND INWARD AND OUTWARD LOADS,
<br />C. ISOLATE DISSIMILAR METALS TO PREVENT GALVANIC CORROSION.
<br />SECTION 01900 JOINT SEALERS
<br />PART I GENERAL
<br />IDI GENERAL
<br />A PROVIDE JOINT SEALERS, JOINT FILLERS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH
<br />ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS
<br />DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. PROVIDE
<br />COLORS TO MATCH ADJACENT FINISH SURFACES.
<br />B. PROVIDE SEALANT BACKINGS OF MATERIAL AND TYPE WHICH ARE NONSTAINING, ARE COMPATIBLE WITH
<br />JOINT SUBSTRATE, SEALANTS, PRIMERS, AND OTHER FILLERS, AND ARE APPROVED FOR APPLICATIONS
<br />INDICATED BY SEALANT MANUFACTURER
<br />C. SEALANTS: SEALANTS SHALL BE AS FOLLOWS OR EQUAL:
<br />1. ONE -PART POLYURETHANE:
<br />2. TWO-PART POLYURETHANE: SONNEBORNE 60NALASTIC NPI
<br />3. SILICONE: SONNE50RNE SONALASTIC NPII
<br />D. COMPLY WITH JOINT SEALER MANUFAC5ftEB'tft(jMLIW)44fk 904LWtARMICABLE TO
<br />PRODUCTS AND APPLICATIONS INDICATED. CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT
<br />SEALERS. PRIME WHERE RECOMMENDED BY SEALER MANUFACTURER DO NOT ALLOW MIGRATION OF
<br />PRIMER ONTO ADJACENT SURFACES. MASK WHERE REQUIRED TO PROTECT ADJOINING SURFACES FOR
<br />A STAINING OR DAMAGE BY CLEANING METHODS TO REMOVE SMEARS.
<br />APPLY SEALANTS IN A MANNER 50 THAT APPEARANCE IS THAT OF A SMOOTH, UNIFORM, SLIGHTLY
<br />CONCAVE BEAD. TOOL WITH CAULKING TOOL AS REQUIRED WITHIN 10 MINUTES OF APPLICATION. ALL
<br />SEALED JOINTS ARE TO BE WATER -TIGHT.
<br />BACKER ROD: POLYETHYLENE FOAM BACKER ROD, NONSTAINING, GI05ED-CELL, EXPANDED
<br />A. POLYETHYLENE FOAM AS MANUFACTURED BY DOW CHEMICAL ETHLFOAM. FURNISH WITH ROUND EDGE IN
<br />THICKNESS REQUIRED.
<br />END OF SECTION 07900
<br />DIVISION 8 DOORS AND WINDOWS
<br />SECTION 08211 FLUSH WOOD DOORS
<br />PART 1 GENERAL
<br />IDI GENERAL
<br />DO NOT DELIVER DOORS OR INSTALL UNTIL CONDITIONS FOR TEMPERATURE AND RELATIVE HUMIDITY HAVE
<br />BEEN STABILIZED AND WILL BE MAINTAINED IN STORAGE AND INSTALLATION AREAS DURING REMAINDER OF
<br />CONSTRUCTION PERIOD.
<br />1D2 INTERIOR FLUSH WOOD SOLID CORE DOORS
<br />PROVIDE DOORS 1 3/4", 5 OR 1 PLY, PARTICLE BOARD CORE, CONFORMING TO AWI SECTION 1300
<br />FACE VENEER SHALL BE PREMIUM GRADE, STAIN GRADE BIRCH. EDGE 5TRIP5 SHALL BE HARDWOOD.
<br />STILE EDGE SHALL NOT BE LESS THAN 2 3/8" THICK EDGE BEFORE TRIMMING AND SHALL BE SPECIES
<br />COMPATIBLE WITH FACE VENEER TOP AND BOTTOM AND BOTTOM EDGE SHALL NOT BE LESS THAN 11/8"
<br />BEFORE TRIMMING.
<br />I.D3 HARDWARE
<br />PREPARE DOOR TO RECEIVE HARDWARE IN ACCORDANCE WITH THE DOOR SCHEDULE AND
<br />TEMPLATES PROVIDED BY THE HARDWARE MANUFACTURER
<br />PREPARATION OF FIRE DOORS TO BE DONE AT THE FACTORY OR AN APPROVED "UL" OR
<br />"WARNOCK HERSEY" SHOP.
<br />END OF SECTION 06211
<br />DIVISION S FINISHES
<br />SECTION 9A: GYPSUM WALLBOARD
<br />GENERAL PROVISIONS
<br />I. SCOPE: FURNISH AND INSTALL GYPSUM WALLBOARD AS A SUBSTRATE FOR OTHER FINISH MATERIALS ON ALL
<br />INTERIOR WALLS AND THE INTERIOR PORTIONS OF EXTERIOR WALLS, FURNISH AND INSTALL GYPSUM BOARD
<br />SUSPENDED CEILING WITH HANGERS AND SUPPORTS.
<br />I. MATERIALS
<br />1• MATERIAL NAMES ARE BASED ON A NATIONAL GYPSUM GOLD BOND STA-SMOOTH
<br />BEVEL EDGE SYSTEM. USE GOLD BOND OR E::IJAL SYSTEM BY U.S. GYPSUM.
<br />WALLS (EXCEPT WHERE NOTED): 1/2" ST4-5i 100TH GYPSUM WALLBOARD
<br />WALLS WHERE NOTED: 1/2" THICK TAPERED EDGE M/R (MOISTURE
<br />RE5157`4NT) GYPSUM WALLBOARD
<br />DROPPED CEILING WHERE NOTED: 1/2" STA-SMOOTH GYPSUM WALLBOARD
<br />FIRE RATED WHERE NOTED OR 5/8 FIRE SHIELD (GYPSUM WALLBOARD)
<br />REQUIRED BY CODE
<br />2. FASTENERS:
<br />A. GWB-54 1-5/8" LONG ANNULAR RING SHANK NAILS MEETING THE REQUIREMENTS OF ASTM C-380.
<br />B. 1-1/4" LONG TYPE-W DRYWALL SCREWS TO WOOD STUDS.
<br />C. 1-1/4" LONG TYPE-5 DRYWALL SCREWS TO INTERIOR METAL STUDS.
<br />D. 1-1/4" LONG TYPE-512 CORROSION RESISTANT SCREWS FOR EXTEkIOR GYPSUM SHEATHING TO METAL
<br />STUDS.
<br />E. JOINT TREATMENT COMPOUND SHALL BE READY MIXED. JOINT TAPE SHALL BE CROSS FBERED,
<br />PERFORATED, FEATHER EDGED. CORNER BEADS SHALL BE GALVANIZED STEEL ROLL -FORMED
<br />U-SHAPED CHANNELS.
<br />F. HANGERS AND SUPPORTS: 2X4 WOOD FRAMING. SUBSTITUTION: FOR STEEL TRJ55 BUILDINGS 1-1/.'
<br />CARRYING CHANNELS, 3/4" FURRNG CHANNELS, S GAGE HANGER WIRES, I6 GAGE TIE WIRE5, AND I"
<br />TYPE 5 SCREWS.
<br />PERFORMANCE
<br />1. INSTALLATION
<br />A. CUTTING WALLBOARD: GYPSUM WALLBOARD SHALL BE CUT BY SCORING AND BREAKING, OR BY SAWING,
<br />WORKING FROM THE FACE SIDE. WHERE BOARD PRn
<br />�EC TING SURFACES, IT SHALL ESCRI BE NEATLY.
<br />B. INSTALLING WALLBOARD: GYPSUM WALLBOARD SHALL BE Ar PLIED AT RIGHT ANGLES TO FRAMING MEMBERS.
<br />BOARDS OF MAXIMUM PRACTICAL LENGTH SHALL BE USED 50 THAT AN ABSOLUTE MINIMUM NUMBER OF END
<br />JOINTS OCCUR WALLBOARD JOINTS AT OPENINGS SHALL BE LOCATED 50 THAT NO END JOINT SHALL ALIGN
<br />WITH EDGE5 OF OPENINGS. END JOINTS SHALL BE STAGGERED.
<br />C. FASTENING WALLBOARD: ATTACH WITH SCREWS OR NAILS SPACED APPROXIMATELY 8" O.r-- THE NAILS SHALL BE
<br />DRIVEN HOME WITH THE HEAD SLIGHTLY BELOW THE SURFACE OF THE BOARD IN A DIMPLE FORMED BY THE
<br />DRIVING TOOL.
<br />D. FASTENING EXTERIOR GYPSUM SHEATHING: ATTACH TO METAL STUDS WITH SCREWS o 12" O.c. WITH HEAD FLUSH
<br />WITH SURFACE.
<br />E. JOINTS FINISHING: JOINT COMPOUND, QUICK -TREAT, AND TOPPING COMPOUND SHALL BE APPLIED IN
<br />ACCORDANCE WITH PRINTED INSTRUCTIONS CONTAINED IN THE PACKAGE. A UNIFORMLY THIN LAYER OF JOINT
<br />COMPOUND SHALL BE APPLIED OVER THE JOINT UNDER THE TAPE TO PROVIDE PROPER BOND. CEILING AND
<br />WALL ANGLES AND INSIDE CORNER ANGLE5 SHALL BE REINFORCED WITH THE TAPE FOLDED TO CONFORM TO
<br />THE ANGLE AND EMBEDDED IN THE COMPOUND.
<br />AFTER THE COMPOUND 15 THOROUGHLY DRY, APPROXIMATELY TWENTY FOUR (24) HOURS FOR REGULAR
<br />COMPOUND, 2-1/2 HOURS FOR QUICK TREAT, THE TAPE SHALL BE COVERED WITH A COAT OF JOINT COMPOUND
<br />OR TOPPING COMPOUND SPREAD OVER THE TAPE APPROXIMATELY 3" ON EACH SIDE OF TAPE, AND
<br />FEATHERED OUT AT THE EDGE. AFTER THOROUGHLY DRY, APPLY ANOTHER CROWN OVER JOINTS. THIS COAT
<br />SHALL BE SMOOTH AND THE EDGES FEATHERED APPROXIMATELY 3" BEYOND THE PRECEEDING COAT.
<br />ALLOW EACH APPLICATION OF COMPOUND TO JOINTS AND NAIL HEADS TO DRY, THEN 54ND IF NECESSARY. ALL
<br />WALLBOARD AND TREATED AREAS SHALL BE SMOOTH AND READY FOR PAINTING OR WALLCOVERING.
<br />SECTION 95: TILE
<br />GENERAL PROVISIONS
<br />I. SCOPE: FURNISH AND INSTALL ALL TILE FLOORS AND WALLS.
<br />2. QUALITY CONTROL: ALL TILE MATERIALS AND INSTALLATIONS SHALL CONFORM TO THE RECOMMENDED PRACTICES
<br />OF THE TILE COUNCIL OF AMERICA, ING.
<br />3. A NATIONAL ACCOUNT PROGRAM REFER TO DIRECTORY
<br />MATERIALS
<br />I. CERAMIC AND QUARRY TILE AS SHOWN ON FINISH SCHEDULE.
<br />2. GROUT:
<br />A. JOINTS IN FLOOR AND BASE: EPDXY 15 RECOMMENDED - HYDROMENT V-PDXY AARII OR ALTERNATE
<br />HYDROMENT SANDED JOINT FILLER A5 MANUFACTURED BY THE UPCO COMPANY OR EQUAL CU570M BUILDING
<br />PRODUCTS. COLOR A$ SHOWN ON FINISH SCHEDULE.
<br />B. JOINTS IN WALL: HYDROMENT TILE -MATE UNSAN'DED JOINT FILLER, 119 DRY TILE GROUT AS MANUFACTURED BY
<br />THE UPCO COMPANY OR EQUAL CUSTOM BUILDING PRODUCTS. COLOR AS SHOWN ON FINISH SCHEDULE.
<br />3. CONCRETE TILE BACKER BOARD:
<br />A. DUROCK NAILABLE CONCRETE BACKER BOARD BY U5G INDUSTRIES, ING., 101 S. DR, CHICAGO, IL 60606
<br />ATTN: DEPT. 'TOS-585. TO BE INSTALLED PER MANUFACT' RER'5 SPECIFICATIONS.
<br />PERFORMANCE
<br />1. INSTALLATION:
<br />A INTERIOR CERAMIC WALL TILE SHALL BE INSTALLED IN ACCORDANCE WITH TILE COUNCIL METHOD W 243
<br />GYPSUM BOARD, LATEX PORTLAND CEMENT BOND COAT WITH HYDROMENT TILE -MATE 110 WITH FLEX-A-LASTIC
<br />ADDITIVE.
<br />B. INTERIOR FLOOR TILE AND BASE SHALL BE INSTALLED IN ACCORDANCE WITH TILE COUNCIL THIN -SET METHOD
<br />F113 DRY SET MORTAR OR LATEX PORTLAND CEMENT MORTAR WITH HYDROMENT TILE -MATE 160 WITH
<br />FLEX-A-LA5TIG ADDITIVE. IN ALL AREAS EXCEPT KITCHEN ! RE5TROOM5 WHERE SLAB 15 DEPRESSED 2" - USE
<br />THICK SET METHOD AS DESCRIBED BELOW IN ITEM'2. - SLOPE FLOOR PER FOUNDATION PLAN.
<br />C. JOINTS IN FLOOR AND BASE JOINTS IN FLOORS AND BASE IN FOOD PREP, SUPPLY, SALES, UTILITY WASH, AND
<br />TOILETS TO BE INSTALLED IN ACCORDANCE WITH THE TILE COUNCIL METHOD OF 115 DRY-5ET MORTAR WITH
<br />EPDXY GROUT IN LIEU OF CEMENT BASE GROUT. GROUT SHALL BE HYDROMENT U-PDXY AARII. ALTERNATE
<br />"HYDROMENT JOINT FILLER" BY THE UPCO CO., IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. JOINTS
<br />SHALL BE 1/4" WIDE AND COMPLETELY FILLED LEVEL WITH THE SHOULDER OF THE TILE AND THEN TOOLED TO A
<br />SMOOTH DENSE FINISH.
<br />D. JOINTS IN WALL TILE SHALL BE GROUTED WITH HYDROMENT JOINT FILLER IN ACCORDANCE WITH MANUFACTURER'S
<br />INSTRUCTIONS AND SHALL BE DAMP CURED. THE TILE SHALL BE CLEANED OF SURFACE GROUT AS WORK
<br />PROCEEDS USING DRY GROUT AND BURLAP CLOTH. NO ACID GLEANER SHALL BE USED.
<br />E. CLEAR SILICONE SEALANT AROUND PERIMETER TILE EDGE5 L -:EN ABUTTING TO OTHER MATERIALS.
<br />DIVISION 9 FIN15mES
<br />SECTION 9G: 5U5PENDED CEILING
<br />GENERAL PROVISIONS
<br />1. SCOPE: FURNISH AND INSTALL ACOUSTICAL TILE PANELS WITH 5U5PEN51ON SYSTEM.
<br />PERFORMANCE
<br />1. INSTALLATION: GRID SHALL BE INSTALLED AS SHOWN AND IN STRICT ACCORDANCE WITH MANUFACTURER'S
<br />INSTRUCTIONS. LEVEL ACCURATELY AND HANG FROM 9 GAUGE ANNEALED WIRE NOT OVER 4' ON CENTERS. PROVIDE
<br />HOLD-DOWN CLIPS. COOPERATE IN FITTING AROUND AIR CONDITIONING AND VENTILATION OUTLETS.
<br />2. THICK -SET FLOOR INSTALLATION METHOD: (OPTIONAL) THI K-5ET FLOOR INSTALLATION IN ACCORDANCE WITH TIL
<br />E
<br />COUNCIL METHOD F112 CEMENT MORTAR MAY BE USED WITH 112" SETTING BED IN LIEU OF THIN -SET METHOD AT THE
<br />CONTRACTOR'5 OPTION THROUGHOUT, PROVIDING FINISH FLOOR ELEVATIONS REMAIN AS SHOWN AND SLABS ARE
<br />DEPRESSED 2" TO COMPENSATE FOR 1 1/2" MINIMUM BED THICKNESS. FOR KITCHEN i RE5TROOM AREAS ONLY
<br />(SEE ITEM 'C' ABOVE) SEE SHEET 5-1 FOR DEPRESSED SLAB LOCATIONS WHERE THIS METHOD IS REQUIRED.
<br />SECTION 9E: PAINTING
<br />GENERAL PROV1510N5
<br />1. SCOPE: SUPPLY ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE PROPER PAINTING AND
<br />FINISHING OF THE BUILDING,
<br />MATERIALS
<br />1. PAINT BRANDS AND COLORS ARE GIVEN IN THE FINISH SCHEDULE TO SHOW EXACT COLOR REQUIRED.
<br />UNSPECIFIED BRANDS OF MATERIALS SUCH AS SHELLAC, TURPENTINE, THINNER, ETC., SHALL BE PURE AND OF THE
<br />BEST QUALITY OBTAINABLE. ALL MATERIALS SHALL BE USED WITHOUT ALTERATIONS AND ONLY AS SPECIFIED
<br />BY THE PAINT MANUFACTURER
<br />2. PUTTY AND FILLERS SHALL BE AS RECOMMENDED BY THE PAINT MANUFACTURER
<br />3. CAULKiNG MATERIAL SHALL BE "MONO" ACRYLIC TERPOL`rMER SEALANT, WHITE COLOR, BY TREMCO
<br />MANUFAGTURING CO., CLEVELAND, CH, OR APPROVED EQUAL.
<br />PERFORMANCE
<br />1, WORKMANSHIP: ALL SURFACES TO BE PAINTED SHALL BE CLEAN AND FREE OF DIRT, DUST, OR GRIT BEFORE
<br />PAINTING IS STARTED. PAINTING SHALL NOT BE DONE WHEN THERE IS SWEEPING OR EXCESSIVE DUST IN THE AIR
<br />ALL PITCH STREAKS, RESIN, 5POT5, ETC., SHALL BE CLEANED OF ALL RESIDUE AND TOUCHED UP WITH SHELLAC
<br />BEFORE PAINTING. PUTTY ALL NAIL HOLES, CRACKS, ETC., IN WOODWORK AFTER THE FIRST COAT 15 APPLIED.
<br />WHERE THE WOOD DOES NOT DRY TO A UNIFORM SHEEN OVER THE ENTIRE SURFACE, SPOT PRIME THE AREAS
<br />THAT INDICATE SUCTION BEFORE APPLYING FINISH GOATS. UNDERCOATS OF PAINT SHALL BE TINTED TO A COLOR
<br />APPROXIMATING THE FINISH COATS, WITH ENOUGH VARIATION IN COLOR TO PERMIT VISUAL INSPECTION OF
<br />MATERIALS DURING THIS WORK ALL MATERIALS SHALL BE EVENLY SPREAD AND FLOWED ON WITHOUT RUNS,
<br />SAP, OR EXCE551VE BRUSH MARKS.
<br />2. STEEL DOORS, FRAMES, GATES, PIPE GUARDS, LIGHT POLES, EXPOSED SIGN SUPPORTS, GAS PIPES, HANDRAILS,
<br />AND OTHER FREE-STANDING
<br />METAL ACCESSORIES:
<br />A. PRE -PRIMED: TWO (2) ADDITIONAL COATS OF EXTERIOR ENAMEL BENJAMIN MOORE IRON CLAD'163 OVER
<br />FINELY -SANDED PRIMER SEE FINISH SCHEDULE FOR COLOR.
<br />B. BARE METAL: TWO (2) COATS BENJAMIN MOORE IRON GLAD'163 OVER TWO (2) COAT5 FINELY -SANDED
<br />METAL PRIMER SEE FINISH SCHEDULE FOR COLOR
<br />NOTE: GAS PIPE SHALL BE PAINTED ONLY AFTER PRESSURE TESTED.
<br />3. LIGHT POLES AND SIGN POLES SHALL BE PRIMED AND PAINTED WITH TWO COATS. REFER TO FINISH SCHEDULE
<br />FOR FINISH.
<br />SECTION 9F: PREFINISHED PANELS
<br />GENERAL PROVISIONS
<br />1. SCOPE: FURNISH AND INSTALL PANELS AND MATCHING TRIM, INTERIOR PREFINI5HED PANELS, TRIM, CORNER
<br />GUARDS, AND ACCE56ORIE5.
<br />2. NOTES: REFER TO NATIONAL ACCOUNT DIRECTORY.
<br />MATERIALS
<br />1. MARLITE PLANKS AND TRIM, 16" X V-0" X 114", COLOR AND TEXTURE AS SHOWN ON FIN1544 SCHEDULE.
<br />ADHESIVE: MARLITE BRAND C-315 WATERPROOF ADHESIVE.
<br />CAULKING: MARLITE BRAND CAULKING.
<br />2. FIBERGLASS REINFORCED PANELS
<br />A MARLITE TYPE 1200 T05 FRP PANELS, 4' X V X 0.10". AMD
<br />MATCHING TRIM, CLA55 C/111. (USE 10' LENGTH5 FOR
<br />CEILINGS E 6)
<br />COLOR: SEE FINISH SCHEDULE.
<br />ADHESIVE: MARLITE BRAND C-315 WATERPROOF SOLVENT -BASED
<br />ADHESIVE.
<br />GAULKING: MARLITE SILICONE BRAND SEALANT.
<br />B. WHERE REQUIRED BY CODE ONLY, FIRE -RATED FRP PANELS WITH CLASS A/I ARE AVAILABLE FOR MARLITE.
<br />3. EXTRA DUTY CORNER GUARDS AT OUT&GE WALL COI NE-,5 IN F000 PREP, POT WASH, ANC STORAGE 4RE45 AS
<br />5HOWN 54�4LL BE MARLITE CORNER GUARDS 2" X 2" ",�c,OFP, 'W', TC EXTEND FROM TCP GF TILE BA5E
<br />TO CEILING, WITH CONCEALED FASTENERS, CAULK TO MATCH.
<br />5U55T I TUT I ON
<br />A. MARLITE STAINLESS STEEL CORNER GUARDS F-5i O X 96" WITH CONCEALED FASTENERS. 48", 16 GAUGE,
<br />STAiNLE55 STEEL GONER GUARDS L,,TH 1/6" - :II.S'WITH CLE-,K CAULK
<br />4. WOOD TRIM INSIDE/OU,SiCE IN DINING 4-E4 SHALL BE 1}," x Iye" x TBD PINE INCLUDED IN THE SEATING PACKAGE
<br />AND SHALL BE FAINTED BY THE SEATING SJPPLI-R AND INSTALLS:. E:Y THE G.C.
<br />PERFORMANCE
<br />I. INSTALL MARLITE FRP PANELS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. APPLY MATCHING TRIM
<br />BEFORE INSTALLING PANELS. FLUE UP PANELS ON GYP5uM BOARD, SETTING ALL PANELS INTO TRIM IN A BED OF
<br />CLEAR CAULK U5E MARLITE SOLVENT -SHOED ADHESIVE C-315 OR EQUAL APPROVED EY MANUFACTURER. DO
<br />NOT APPLY WHEN TEMPERATURE 15 LE55 THAN 4 ; DEGREES F. CAULK AROUND ALL JOINTS, TRIM, AND ABUTTING
<br />EDGES WITH CLEAR SILICONE.
<br />2. INSTALL CCRNER GU4mr ,5 IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. EJSJRE ALL EDGE5 ARE
<br />DE-BuKRED AND 51 10CTH. CAIJ-K WITH CLEAR CAl LKI:NG AROUND EDGES.
<br />SECTION 9& LAMINATE WALLS
<br />1. FURNISH AND INST-LL P- .: L5 PER MANJ,4GTJRE3 INSTALLATION REQUIREMENT5. REFER TC FINISH SCHEDULE.
<br />2. APPLY LAMINATE TO I;." P-Y'-00D 5UBSTR:,TE AND ADHERE PANELS WITH MANUFACT_.,EK'S RECOMME�,::ED
<br />GLUE AND ANCHLR5.
<br />3. ALL JCI14T5 TO BE BUTTED TOGETHER
<br />DIVISION 9 FINit,4Et5 CCONTINUED0
<br />:SECTION ee::-bv °STUCCO Flr4l_---t4
<br />PART I GENERAL
<br />1.01 SUMMARY
<br />A. MATERIALS AND INSTALLATION OF CEMENT STUCCO ON HOLLOW MASONRY, EXTERIOR GRADE PLYWOOD AND
<br />METAL LATH ALSO FURNISH AND INSTALL METAL, LATH, STUCCO WRAP AND ACCESSORIES.
<br />1.02 DELIVERY, STORAGE AND HANDLING
<br />A. DELIVER ALL CEMENT MATERIALS IN ORIGINAL CONTAINERS BEARING MANUFACTURERS NAME AND
<br />IDENTIFICATION.
<br />B. DELIVER NEW, FLAT STRUCTURAL METAL LATH IN ORDINAL PACKAGING.
<br />C. PROTECT PRODUCTS FROM MOISTURE AND HUMIDITY. STORE UNDER COVER OFF GROJND IN A DRY
<br />LOCATION.
<br />1.03 5U5MITTAL5
<br />A. MANUFACTURERS SPECIFICATION AND PRODUCT DATA FOR STUCCO APPLICATIONS.
<br />B. STUCCO WRAF' 5TRJCTJRAL METAL LATH AND ACCESSORIES, 5uCH A5 CORNER BEAD, CONTROL JOINTS, ETC.
<br />PART 2 PRODUCTS
<br />2.01 JOB MIXED INGRECIENT5
<br />A. PC,'kTLAND CEMENT, ASTMG 150 TYPE I, MIXED IN ACCORD WITH MANUFACTURERS INSTRUCTIONS.
<br />B. WATER: CLEAN AND POTABLE.
<br />C. METAL LATH
<br />I. STRUCTURAL METAL LATH SHALL BE 3.4 POUND EXPANDED METAL SHEET WITH SCLID PARALLEL RIBS.
<br />2. METAL LATH SHALL BE 3.4 POUND DI;- CND M..ESN METAL LATH,
<br />3. ACCE550RIE5 FURNISHED BY SAME M.;N',F_'_-%KER FOR 5%ICCO APPLICATION.
<br />D. MECHANICAL FA,�TEN E Rc
<br />I. NAILS, 8d RNG SHANK, HOT DIP GALVANIZED OF SUFFICIENT LENGHTH TO PENETRATE PLYWOOD BACKING
<br />I INCH.
<br />2. WHERE LIGHT METAL FRAMING OCCURS: MINIMUM NO.6 SELF DRILLING CORROSION RESISTANT SCREWS OF
<br />SUFFICIENT LENGTH TO PENTRATE METAL 3/8 INCH.
<br />E. STUCCO WRAP
<br />I. BY "TYVEK" FOR USE OVER PLYWOOD FACINGS.
<br />F. STUCCO ACCESSORY TRIM, BEADS, AND CONTROL JOINTS SHALL BE VINYL.
<br />PART 3 EXECUTION
<br />3D1 INSTALLATION
<br />A. INSTALL MECHANICAL FASTENERS ON 6 INCH CENTERS ALONG SEAMS AND 12 INCH CENTERS ALONG
<br />INTERIORS.
<br />B. STUCCO INSTALLATION SHALL BE TWO COAT APPLICATION. APPLY BASE COAT WITH FIRM PRE55URE TO
<br />FORM GOOD BOND THEN DOUBLE BACK TO PROVIDE THIGKNE55. LEAVE ROUGH ENOUC-H TO PROVIDE BOND
<br />FOR FINISH COAT. FINISH COAT SHALL BE OF TEXTURE A5 CALLED FCR ON THE BUILDING ELEVA%i N
<br />DRAWINGS.
<br />C. CURING: CURE STUCCO BY USE OF POLYETHYLENE FILM, OR BY USE OF FINE SPRAY.
<br />302 PROTECTION
<br />A. PROTECT STUCCO DURING AND UPON COMPLETION FROM WATER INFILTRATION, DUST, DIRT, PRECIPITATION,
<br />EXCESSIVE CRY ING GNTIL STUCCO HA5 SET.
<br />END OF SECTION 0e3(00
<br />DIV1510N lO 5PEC.IALTIE5
<br />SECTION 104: TOILET 4GCE55GR<E5
<br />GENERAL PROVISIONS
<br />I. SCOPE: INSTALL TOILET PARTITIONS WHERE APPLICABLE, TOILET ACCESSORIES, AND RELATED
<br />HARDWARE 45 SHOL,N ON PLANS OR NSTALLATION DRAWINGS.
<br />2. SUBMISSIONS: PROVIDE INSTALLATION DRAWINGS TO OWNER'S REPRESENTATIVE SHOWING THE SIZE
<br />AND LOCATION OF EACH COMPONENT AND ROUGH OPENING SIZES AND MOUNTING kE:6kT5. LAL: L ALL
<br />COMPONENTS TO CORRESPOND TO IN5TRJCTION5 FOR EASE OF INSTALLATION.
<br />MATERIALS
<br />1. DOORS FOR TOILET COMPARTMENTS WHERE APPLICABLE WITH STUD WALL PARTITIONS SHALL BE 3/4"
<br />X 58" HIGH TOILET STALL DOORS WITH STANDARD HINGE51502 CATCH SLIDE SI.RFAGE 5TRIKE wI40
<br />FOR OUT5UJINGING DOORS, AND 15260 5uRFACE STRIKE FOR IN-5tllINGING DOORS, COAT NOOK WITH
<br />RUBBER BUMPER AT 48" O.C.
<br />2. STALL DOOR HINGE JAMB: 1-1/4" X 1-1/4" X 8'-C" MILL FINISH ALUMINUM TUBE HINGE JAMB POST FOR
<br />TOILET STALL DOORS. PRE- DRILL FOR 112 SCREWS 9 8" D.C.
<br />3. PANELIZED TOILET COMPARTMENTS a DOORS (WHEN SHOWN) SHALL BE MARLITE FLOOR -MOUNTED,
<br />OVERHEAD -BRACED TOILET PARTITIONS AND /OR FLOOR -MOUNTED, CEILING -BRACED URINAL SCREEN
<br />BY MARLITE WITH 5TAINLE55 STEEL PILASTER SHOE COVERS. FINISH 921 FOLKSTONE (GRAY), MCP
<br />LAMINATE. DOORS TO HAVE COAT HOOK WITH RJcBER BUMPER
<br />4. ACCESSORIES REFER TO DRAWINGS.
<br />PERFORMANCE
<br />I. INSTALL PARTITIONS, ACCESSORIES, AND HARDWARE IN ACCORDANCE WITH MANUFACTURER'S
<br />RECOMMENDATIONS AND INSTALLATION DRAWINGS.
<br />DIV151CAN Ii EQU1r-1-1ENT
<br />SEE SHEET Kl TIHRU K5
<br />DIVISION 12 Fu.QN15H11 CS
<br />SEE SHEET Kl THRU K3
<br />DIVISION 13 SPECIAL CONSTFRUCTION
<br />NONE SPECIFIED
<br />DIVISION 14 CONVEY I NCB SYSTEMS
<br />S
<br />NONE SPECIFIED
<br />DIVISION 15 ME-CHANICAL
<br />SEE MECHANICAL DRAWINGS
<br />DIVISION 1� ELECTRICAL
<br />SEE ELECTRICAL DRAWINGS
<br />END OF SPECIFICATIO4-4-5
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<br />Date: 03. 28. 13
<br />Scale: AS NOTED
<br />Project Mgr: AAY
<br />Drawn: AZP
<br />Job: 13-03
<br />Sheet
<br />N1
<br />I I
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