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<br />ARCHI'TECTUi" CFICATI W
<br />SECTION 02 4116
<br />1. AIR CONTENT: DETERMINE TOTAL AiR CONTENT OF AIR ENTRAINED CONCRETE
<br />VI.ALL PiPE BOLLARDS SHOULD BE PLACED A MINIMUM OF i8" BELOW FINISH
<br />AS SPECIFIED IN SECTION 019200t FINISH FLUSH.
<br />MANUFACTURER WiTH A MINIMUM OF TEN YEARS EXPERIENCE.
<br />STRUCTURE DEMOLITION
<br />FOR EACH STRENGTH TEST IN ACCORDANCE WITH ASTM C231.
<br />GRADE, HAVE A MINIMUM HEIGHT OF 36" INCHES ABOVE FINISHED GRADE AND
<br />32FINISH HARDWARE SCHEDULE
<br />PRODUCT DATA SHEET I - INSTALLER QUALIFICATIONS: ALL PRODUCTS LISTED iN
<br />PART 1 GENERAL
<br />SPACED AS SHOWN ON SITE DRAWINGS.
<br />A. SHELVES SHALL BE INSTALLED ON HEAVY DUTY, ADJUSTABLE KNIFE BRACKETS,
<br />THIS SECTION ARE TO BE INSTALLED BY A SINGLE INSTALLER WITH A MINIMUM
<br />1.1 SUMMARY
<br />KNAPE t VOGT NO. 180-12, AND KNAPE t VOGT NO. 80 STANDARDS, AS NOTED
<br />OF FIVE (5) YEARS DEMONSTRATED EXPERIENCE IN INSTALLING PRODUCTS OF
<br />A. SECTION INCLUDES:
<br />SECTION 04 20M
<br />SECTION 06 1100
<br />ON DRAWINGS. STANDARDS AND BRACKETS TO BE STEEL WITH ANOCHROME
<br />THE SAME TYPE AND SCOPE AS SPECIFIED.
<br />I. DEMOLITION OF DESIGNATED STRUCTURES.
<br />UNIT MASONRY
<br />FRAMING AND SHEATHING
<br />FINISH. ISOLATED, INDIVIDUAL SHELVES SHALL BE MOUNTED DIRECTLY TO THE
<br />PRODUCT DATA SHEET 2 - MOCK-UP: PROVIDE A MOCK-UP FOR EVALUATION OF
<br />2. DEMOLITION OF FOUNDATIONS AND SLABS ON GRADE AS REQUIRED.
<br />PART I GENERAL
<br />PART i GENERAL
<br />WALL WITH KNAPE t VOGT NO. 204 STEEL BRACKETS, ANOC,WROME FINISH, AND
<br />SURFACE PREPARATION TECHNIQUES AND APPLICATION WORKMANSHIP.3.
<br />DISCONNECTION AND CAPPING OR REMOVAL OF UTILITIES.
<br />1.1 SUMMARY
<br />1.1 SUMMARY
<br />LENGTH AS SHOWN ON THE DRAWINGS.
<br />1.1 FINISH AREAS DESIGNATED BY ARCHITECT.
<br />4. DEMOLITION OF WALKS, PAVING, CURBS, GUTTERS, AND SITE IMPROVEMENTS.
<br />A. SECTION INCLUDES:
<br />5. REMOVAL OF MATERIALS FROM SITE.
<br />1. CONCRETE UNiT MASONRY.
<br />A. SECTION INCLUDES:
<br />SECTION 06 4600
<br />12 DO NOT PROCEED WiTH REMAINING WORK UNTIL WORKMANSHIP, COLOR, AND
<br />1. ROOF AND WALL FRAMING.
<br />SHEEN ARE APPROVED BY ARCHITECT.
<br />PART 2 PRODUCTS
<br />PART 2 PRODUCTS
<br />2. ROOF AND WALL SHEATHING.
<br />WOOD TRIM
<br />13 REMODEL MOCK-UP AREA AS REQUIRED TO PRODUCE ACCEPTABLE WORK
<br />NOT APPLICABLE
<br />2.1 MATERIALS
<br />A. CONCRETE MASONRY UNITS:
<br />3. WOOD BLOCKING AND FURRING.
<br />PART 1 GENERAL
<br />I.1 SUMMARY
<br />PRODUCT DATA SHEET 3 - ERE- INSTALLATION MEETING: CONDUCT
<br />PART 3 EXECUTION
<br />1, ASTM C90, HOLLOW LOAD BEARING TYPE, NORMAL WEIGHT.
<br />13 SUBMITTALS
<br />A. SECTION INCLUDES:
<br />PRE -INSTALLATION MEETING TO VERIFY PROJECT REQUIREMENTS,
<br />FOUNDATiOWSTRUCTURAL SYSTEM/SUBSTRATE CONDITIONS, AND INSULATION
<br />3.1 PREPARATION
<br />2. SIZE: NOMINALLY 8 INCHES HIGH X 16 INCHES LONG X THICKNESS INDICATED ON
<br />Aw SUSTAINABLE DESIGN SUBMITTALS:
<br />1. INTERIOR WOOD TRIM.
<br />MANUFACTURER'S INSTALLATION INSTRUCTIONS.
<br />A. PRIOR TO BEGINNING DEMOLITION, VERIFY THAT:
<br />DRAWINGS.
<br />I. MATERIALS REUSE.
<br />12 SUBMITTALS
<br />1. STRUCTURES ARE UNOCCUPIED AND REMOVED FROM SERVICE.
<br />22 ACCESSORIES
<br />2. RECYCLED CONTENT.
<br />A SUSTAINABLE DESIGN SUBMITTALS:
<br />SCHEDULE 4 - DELIVERY, STORAGE, AND HANDLING
<br />2. TEMPORARY CONTROLS AND DEVICES ARE iN PLACE AND OPERATIONAL.
<br />3. UTILITIES ARE TEMPORARILY OR PERMANENTLY DISCONNECTED OR RELOCATED
<br />A. SINGLE WYTHE JOINT REINFORCEMENT:
<br />1, TRUSS TYFEt ASTM A951, HOT -DIP GALVANIZED STEEL WIRE, 9 GAGE SIDE RODS
<br />3. REGIONAL MATERIALS.
<br />I. MATERIAALSLS REUSE.
<br />PRODUCT DATA SHEET 0 -STORE AND HANDLE PRODUCTS PER MANUFACTURER'S
<br />AS REQUIRED.
<br />WiTH 9 GAGE CROSS TIES.
<br />4, RAPIDLY RENEWABLE MATERIALS.
<br />2. REGIONAL MATERIALS.
<br />INSTRUCTIONS UNTIL READY FOR INSTALLATION
<br />4. ITEMS SALVAGED FOR OWNER ARE REMOVED AND STORED IN DESIGNATED
<br />2. WIDTH: NOMINAL WALL THICKNESS LESS i-i/2 INCHES.
<br />5. LERTIFI i MATERIALS.
<br />3. LOW-EMITTIWS MATERIALS.
<br />SCHEDULE 5 - SEQUENCING
<br />AREA.
<br />32 DEMOLITION
<br />3. CORNER AND TEE FITTINGS: TYPE TO MATCH REINFORCEMENT.
<br />4. RECYCLED CONTENT: MINIMUM PERCENT RECYCLED STEEL, WITH MINIMUM
<br />W
<br />6. CERTIFIED WOOD.
<br />1.4 QUALITY ASSURANCE
<br />4. CERTIFIED WOOD.
<br />PRODUCT DATA SHEET 0 - ENSURE THAT LOCATING TEMPLATES AND OTHER
<br />A. DEMOLISH STRUCTURES IN ACCORDANCE WITH DEMOLITION PROCEDURES
<br />PERCENT CLASSIFIED AS POST -CONSUMER - AS INDICATED ON DRAWINGS.
<br />A. LUMBER GRADING AGENCY: CERTIFIED TO NISI PS 20.
<br />13 DELIVERY, STORAGE AND HANDLING
<br />A DO DELIVER MATERIALS UNTIL PROPER PROTECTION CAN BE PROVIDED,
<br />OF PRODUCTS OF THIS SECTION ARE
<br />INFORMATION REQUIRED FOR DES IN TIME
<br />FURNISHED TO AFFECTED TRADES IN TIME TO PREVENT INTERRUPTION OF
<br />APPROVED BY ARCHITECT.
<br />B. REINFORCING BARS:
<br />B. IDENTIFY LUMBER AND SHEET PRODUCTS BY OFFICIAL GRADE MARK
<br />AND UNTIL NEEDED FOR INSTALLATION.
<br />UN
<br />CONSTRUCTION PROGRESS.
<br />B. SPRINKLE DEBRIS, AND USE TEMPORARY CLOSURES AS NECESSARY TO LIMIT
<br />DUST TO LOWEST PRACTICAL LEVEL.
<br />i. ASTM A615/A615M, DEFORMED BILLET STEEL, GRADE 60.
<br />2. RECYCLED CONTENT: MINIMUM 15 PERCENT RECYCLED STEEL, WITH MINIMUM 40
<br />15 DELIVERY, STORAGE AND HANDLING
<br />1.4 PROJECT CONDITIONS
<br />PRODUCT DATA SHEET I - ENSURE THAT OF THIS SECTION ARE SUPPLIED
<br />C. DO NOT USE WATER TO EXTENT CAUSING FLOODING, CONTAMINATED RUNOFF, OR
<br />PERCENT CLASSIFIED AS POST -CONSUMER
<br />A. STORE MATERIALS MINIMUM 6 INCHES ABOVE GROUND ON FRAMEWORK OR
<br />BLOCKING AND COVER WiTH PROTECTIVE WATERPROOF COVERING PROVIDING
<br />,A ENVIRONMENTAL REQUIREMENTS: MAINTAIN FOLLOWING CONDITIONS IN BUILDING
<br />TO AFFECTED TRADES IN TIME to PREVENT INTERRUPTION OF CONSTRUCTION
<br />EVENT IN
<br />PROGRESS.
<br />ICING.
<br />C. JOINT SEALER: SPECIFIED iN SECTION 019200.
<br />FOR ADEQUATE AIR CIRCULATION.
<br />FOR MINIMUM 1 DAYS PRIOR t0, DURING, AND AFTER INSTALLATION OF INTERIOR
<br />D.BEGIN DEMOLITION At TOP OF BUILDING AND PROCEED TO LOWEST LEVEL, NOT
<br />PART 3 EXECUTION
<br />B. DO NOT STORE SEASONED OR TREATED MATERIALS IN DAMP LOCATION.
<br />TRIM:
<br />1. TEMPERATURE: 60 TO 80 DEGREES F.
<br />SCHEDULE 6 - PROJECT CONDITIONS
<br />USING EXPLOSIVES.
<br />DAMAGING
<br />E. DEMOLISH STRUCTURE ABOVE EACH FLOOR LEVEL BEFORE.1
<br />PREPARATION
<br />3REPARAtION
<br />C. PROTECT EDGES AND CORNERS OF SHEET MATERIALS FROM DAMAGE.
<br />2. HUMIDITY: 43 TO '10 PERCENT.
<br />PRODUCT DATA SHEET 0 -MAINTAIN ENVIRONMENTAL CONDITIONS (TEMPERATURE,
<br />SUPPORTING MEMBERS ON LOWER LEVELS.
<br />A. REMOVE DIRT, LOOSE RUST, AND OTHER FOREIGN MATTER FROM
<br />PART 2 PRODUCTS
<br />HUMIDITY, AND VENTILATION) WITHIN LIMITS RECOMMENDED BY MANUFACTURER
<br />F. REMOVE SLABS AND FOUNDATIONS TO DEPTH INDICATED.
<br />REINFORCEMENT AND ANCHORS.
<br />PART 2 PRODUCTS
<br />2.1 MATERIALS
<br />FOR OPTIMA RESULTS. DO NOT INSTALL PRODUCTS UNDER ENVIRONMENTAL
<br />CONDITIONS OUTSIDE MANUFACTURER'S RECOMMENDED LIMITS.
<br />33MATERIAL DISPOSAL
<br />32INSTALLATION
<br />2.1 MATERIALS
<br />A. INTERIOR TRIM:
<br />A. SALVAGE: REMOVE, PROTECT, AND RELOCATE MATERIALS DESIGNATED TO
<br />A. ESTABLISH LiNES, LEVELS AND COURSES INDICATED. PROTECT FROM
<br />A. DIMENSION LUMBER
<br />1. GRADED IN ACCORDANCE WITH AWI/AWMAC/WI ARCHITECTURAL WOODWORK
<br />SCHEDULE 1 - WARRANTY
<br />REMAIN PROPERTY OF OWNER
<br />DISPOSAL:
<br />B. D ISPOSL,
<br />DISPLACEMENT.
<br />B. MAINTAIN MASONRY COURSES TO UNIFORM DIMENSIONS. FORM HORIZONTAL AND
<br />1. GRADING RULES: NELMA, SPIB A. OR WWP
<br />STANDARDS, SECTION 3 REQUIREMENTS FOR QUALITY GRADE SPECIFIED,
<br />PRODUCT DATA SHEET 0 - INSULATION WARRANTY: At PROJECT CLOSEOUT,
<br />1. MATERIALS, EQUIPMENT, AND DEBRIS RESULTING FROM DEMOLITION OPERATIONS
<br />VERTICAL JOINTS UNIFORM THICKNESS.
<br />2. GRADE: 02 OR SELECT STRUCTURAL.
<br />AVERAGE MOISTURE CONTENT OF 6 PERCENT.
<br />PROVIDE TO OWNER AN EXECUTED COPY OF THE MANUFACTURER'S STANDARD
<br />BECOMES PROPERTY OF CONTRACTOR REMOVE DEBRIS AS SOON AS
<br />C. LAY CONCRETE MASONRY IN RUNNING BOND. COURSE ONE MASONRY UNIT AND
<br />3. SURFACING: SURFACED FOUR SIDES (648).
<br />2. MAPLE SPECIES, NO. 1 SELECT, OF QUALITY SUITABLE FOR OPAQUE AND
<br />LIMITED WARRANTY AGAINST MANUFACTURING DEFECT, OUTLINING ITS TERMS,
<br />PRACTICAL.
<br />ONE MORTAR JOINT TO EQUAL 8 INCHES.
<br />4. MAXIMUM MOISTURE CONTENT: 19 PERCENT.
<br />TRANSPARENT FINISHES.
<br />CONDITIONS, AND EXCLUSIONS FROM COVERAGE.
<br />2. COVER DEBRIS IN TRUCKS TO PREVENT SPILLAGE DURING TRANSPORTATION.
<br />O. LAY MASONRY PLUMB AND LEVEL. DO NOT ADJUST MASONRY UNITS AFTER
<br />5. FINGER JOINTED, MANUFACTURED USING LOW -EMITTING, UREA
<br />22 ACCESSORIES
<br />PRODUCT DATA SHEET 1 - RAINSCREEN METAL PANEL WARRANTY: At PROJECT
<br />3. DO NOT STORE OR BURN MATERIALS ON SITE.
<br />MORTAR HAS SET.
<br />FORMALDEHYDE -FREE BiNDERS•
<br />A. FASTENERS: TYPE AND SIZE AS REQUIRED BY CONDITIONS OF USE& PLAIN STEEL
<br />CLOSEOUT, PROVIDE TO OWNER AN EXECUTED COPY OF THE MANUFACTURER'S
<br />4. TRANSPORT DEBRIS TO OFF -SITE DISPOSAL AREA AND LEGALLY DISPOSE OF.
<br />E. DO NOT BUTTER CORNERS OR EXCESSIVELY FURROW JOINTS.
<br />6. CERTIFIED TO FSC STD-04-004.
<br />FOR INTERIOR USE& HOT DIP GALVANIZED STEEL FOR EXTERIOR USE.
<br />STANDARD LIMITED WARRANTY AGAINST MANUFACTURING DEFECT, OUTLINING ITS
<br />F. MACHINE CUT MASONRY WITH STRAIGHT CUTS AND CLEAN EDGES& }WENT
<br />B. LAMINATED VENEER LUMBER
<br />B. ADHESIVES:
<br />TERMS, CONDITIONS, AND EXCLUSIONS FROM COVERAGE SPECIAL WARRANTY:
<br />OVERSIZED OR UNDERSIZED JOINTS. DISCARD DAMAGED UNITS. DO NOT
<br />1, FABRICATED BY LAMINATING WOOD VENEERS UNDER PRESSURE USING EXTERIOR
<br />1. WATERPROOF, WATER BASED TYPE, COMPATIBLE WiTH TRiM AND SUBSTRATE
<br />MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO
<br />REPAIR OR REPLACE COMPONENTS OF METAL WALL PANEL ASSEMBLIES THAT
<br />SECTION 03 3000
<br />CAST-N-PLACE CONCRETE
<br />EXPOSE CUT CELLS.
<br />G. ISOLATE MASONRY FROM STRUCTURAL MEMBERS WITH COMPRESSIBLE FILLER
<br />TYPE ADHESIVE WiTH GRAIN OF VENEERS PARALLEL WiTH LENGTH.
<br />MATERIALS.
<br />FAiL iN MATERIALS OR WORICMANSHiP WITHIN SPECIFIED WARRANTY PERIOD.
<br />PART] GENERAL
<br />H. WHEN JOINING FRESH MASONRY TO PARTIALLY SET MASONRY, REMOVE LOOSE
<br />2. VENEER DOGLASIR OR SOUTHERN PINE. UFIR
<br />2. MAXIMUM VOLATILE ORGANIC COMPOUND (VOC) CONTENT: 30 GRAMS PER LITER
<br />1.1 FAILURES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: STRUCTURAL
<br />1.1 SUMMARY
<br />MASONRY AND MORTARt CLEAN AND LIGHTLY WET EXPOSED SURFACE OF SET
<br />3. MANUFACTURED USiNG LOW -EMITTING, UREA FORMALDEHYDE -FREE BINDERS.
<br />C. FASTENERS: TYPE AND SIZE AS REQUIRED BY CONDITIONS OF USEt PLAIN STEEL
<br />FAILURES, INCLUDING RUPTURING, CRACKING, OR PUNCTURING. DETERIORATION
<br />A. SECTION INCLUDES:
<br />MASONRY.
<br />4. CERTIFIED TO FSC STD-04-004.
<br />FOR INTERIOR USEt HOT DIP GALVANIZED STEEL FOR EXTERIOR USE.
<br />OF METALS, METAL FINISHES, AND OTHER MATERIALS BEYOND NORMAL
<br />1. CAST-iN-PLACE CONCRETE FOR FOUNDATIONS AND SLABS ON GRADE.
<br />I. STOP HORIZONTAL RUNS BY RACKING BACK NORMAL BOND UNIT iN EACH
<br />C. SHEET PRODUCTS:
<br />23FINISHES
<br />WEATHERING.
<br />2. EQUIPMENT PADS.
<br />COURSE. TOOTHING NOT PERMITTED.
<br />1. TYPE: APA PLYWOOD OR ORIENTED STRAND BOARD,
<br />A. FACTORY FINISHING:
<br />12 WARRANTY PERIOD: TWO YEARS FROM DATE OF SUBSTANTIAL COMPLETION.
<br />3. BASES FOR LIGHTING FIXTURES.
<br />J. CONTROL AND EXPANSION JOINTS-
<br />2. PANEL GRADE:
<br />1. PAINT OR STAIN AS INDICATED ON DRAWINGS.
<br />PRODUCT DATA SHEET 2 - RAINSCREEN METAL PANEL FINISH WARRANTY:
<br />PART 2 PRODUCTS
<br />1. DO NOT CONTINUE HORIZONTAL JOINT REINFORCEMENT THROUGH JOINTS.
<br />2. KEEP JOINTS FREE FROM MORTAR AND GROUT.
<br />a. WALL AND ROOF SHEATHING: APA RATED SHEATHING.
<br />MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER AGREES TO
<br />22 MATERIALS
<br />3. INSTALL JOINT BACKING AND JOINT SEALER At CONTROL JOINTS IN
<br />3. EXPOSURE:
<br />PART 3 EXECUTION
<br />REPAIR FINISH OR REPLACE METAL WALL PANELS THAT SHOW EVIDENCE OF
<br />A. PORTLAND CEMENT: ASTM C150, TYPE I OR III, GRAY COLOR
<br />ACCORDANCE WITH SECTION 0113200.
<br />a. EXTERIOR APPLICATIONS: EXPOSURE 1.
<br />3.1 PREPARATION
<br />DETERIORATION OF FACTORY -APPLIED FINISHES WITHIN SPECIFIED WARRANTY
<br />PERIOD.
<br />B. AGGREGATES.
<br />4. FORM EXPANSION JOINT AS INDICATED ON DRAWINGS.
<br />b. INTERIOR APPLICATIONS: INTERIOR
<br />A. PRIOR TO INSTALLATION, CONDITION WOOD TO AVERAGE HUMIDITY THAT WILL
<br />1. FINE: ASTM C33, CLEAN, HARD, DURABLE, UNCOATED NATURAL SAND, FREE FROM
<br />4. RAPIDLY RENEWABLE PRODUCT MADE FROM CHOPPED STRAW, MANUFACTURED
<br />PREVAIL AFTER INSTALLATION.
<br />i.l PANEL FINISH: FINISH DETERIORATION SHALL BE DEFINED AS: COLOR FADING
<br />SILT, LOAM, AND CLAY.
<br />USING LOW -EMITTING, UREA FORMALDEHYDE -FREE BINDERS.
<br />32INSTALLATION
<br />MORE THAN 5 HUNTER UNITS WHEN TESTED ACCORDING TO ASTM O 2244.
<br />2. COARSE: ASTM C33, CLEAN, HARD, DURABLE, UNCOATED CRUSHED STONE,
<br />SECTION 051200
<br />5. CERTIFIED TO FSC STD-04-004.
<br />A. INSTALL IN ACCORDANCE WITH AWI/AWMACNII ARCHITECTURAL WOODWORK
<br />CHALKING IN EXCESS O: A NO. 8 RATING WHEN TESTED ACCORDING TO ASTM D
<br />4214. CRACKING, CHECKING, PEELING, OR FAILURE OF PAINT TO ADHERE TO
<br />MAXIMUM SIZE 3/4 INCH.
<br />STRUCTURAL STEEL FRAMING
<br />STANDARDS.
<br />BARE METAL.
<br />C. FLY ASH- ASTM C618, MAXIMUM 2 PERCENT LOSS ON IGNITION.
<br />PART 1 GENERAL
<br />PART 3 EXECUTION
<br />B. INSTALL IN LONGEST PRACTICAL LENGTHS.
<br />12 FINISH WARRANTY PERIOD: TWENTY YEARS FROM DATE OF SUBSTANTIALA.
<br />23 ACCESSORIES
<br />WATER: CLEAN AND POTABLE.
<br />1.1 SUMMARY
<br />3.1 INSTALLATION
<br />C. SET PLUMB AND LEVEL.
<br />ENDS, CORNERS, AND INTERSECTIONS.
<br />COMPLETION.
<br />B. ADMIXTURES:
<br />A. SECTION INCLUDES:
<br />A. SET MEMBERS LEVEL, PLUMB, AND RIGID,
<br />E. SCRIBE TO ADJACENT CONSTRUCTION WITH MAXIMUM 1/8 INCH GAPS,
<br />E. SCRIBE
<br />PART 2 -PRODUCTS
<br />1. WATER REDUCING OR WATER REDUCING/SET RETARDING: ASTM C494, TYPE A OR
<br />i. STRUCTURAL STEEL FRAMING MEMBERS.
<br />B. MAKE PROVISIONS FOR ERECTION LOADS, AND FOR TEMPORARY BRACING TO
<br />p.
<br />2. GROUTING BASE PLATES.
<br />MAINTAIN STRUCTURE SAFE, PLUMB, AND IN TRUE ALIGNMENT UNTIL COMPLETION
<br />F. FASTEN OR ADHERE t0 SUPPORTING CONSTRUCTION.
<br />SCHEDULE 0 - MANUFACTURERS
<br />2. AIR ENTRAINING: ASTM C260.
<br />13 SUBMITTALS
<br />OF ERECTION AND INSTALLATION OF PERMANENT BRACING.
<br />PRODUCT DATA SHEET ACCEPTABLE MANUFACTURER WAX OPERATING,
<br />C. EXPANSION JOINT FILLER ASTM D1152, NON -ASPHALTIC TYPE.
<br />,A. SUSTAINABLE DESIGN SUBMITTALS:
<br />C. PLACE BEAMS, JOISTS, AND RAFTERS WITH CROWN EDGE UP.
<br />WHICH IS LOCATED At:: 1 3524 WELCH RO.t DA,LLA,S, TX 15244-5221& TOLL FREEE TEL:
<br />ER:
<br />D.BONOING AGENT: TWO COMPONENT MODIFIED EPDXY RESIN.
<br />1, REGIONAL MATERIALS.
<br />O.CONSTRUCT LOAD BEARING FRAMING MEMBERS FULL LENGTH WITHOUT SPLICES.
<br />SECTION 012113
<br />800-521-0890& TEL: 912-381-4500& FAX: 912-381-4613t EMAIL- REQUEST INFO
<br />2AMIXES
<br />2. RECYCLED CONTENT-
<br />E. STUD FRAMING:
<br />THERMAL INSULATION
<br />(RMAX*RMAX.COMJt WEB. WWWJe1AX.COM
<br />A. PROPORTIONS: IN ACCORDANCE WITH ACI 301.
<br />B. DESIGN CONCRETE TO YiELD CHARACTERISTICS INDICATED ON DRAWINGS.
<br />I. INDICATE RECYCLED CONTENTt INDICATE PERCENTAGE OF PRE -CONSUMER AND
<br />POSTCONSUIMER RECYCLED CONTENT PER UNIT OF PRODUCT.
<br />I. PROVIDE SINGLE BOTTOM PLATE AND DOUBLE TOP PLATES FOR LOAD BEARING
<br />PART I GENERAL
<br />2.1 WAX OPERATING, LLCt 13524 WELCH RD, DALLAS, TX 15244. TOLL FREE TEL:
<br />C. AIR ENTRAINED CONCRETE: PROVIDE AIR ENTRAINING ADMIXTURE TO PRODUCE
<br />11. INDICATE RELATIVE DOLLAR VALUE OF RECYCLED CONTENT PRODUCT TO
<br />PARTITIONS.
<br />SCHEDULE 0 - SECTION INCLUDES
<br />800-521-0890. TEL: 912-381-4500. FAX: 912-361-4613. EMAIL:
<br />SPECS*RMAX.COM. WEB:
<br />4 TO 6 PERCENT AIR BY VOLUME OF CONCRETE.
<br />TOTAL DOLLAR VALUE OF PRODUCT INCLUDED IN PROJECT.
<br />2. PROVIDE SINGLE BOTTOM AND TOP PLATES FOR NON -LOAD BEARING
<br />PARTITIONS.
<br />PRODUCT DATA SHEET 0 - CONTINUOUS INSULATION FOR WALLS:
<br />22 RMAX OPERATING, LLCt 210 LYON OR, FERNLEY, NV 89408. TOLL FREE TEL:
<br />D. USE ACCELERATING ADMIXTURE IN COLD WEATHER ONLY WHEN APPROVED BY
<br />ARCHITECT. USE OF ADMIXTURES WILL NOT REDUCE COLD WEATHER PLACEMENT
<br />III. IF RECYCLED CONTENT PRODUCT IS PART OF AN ASSEMBLY, INDICATE THE
<br />PERCENTAGE OF RECYCLED CONTENT PRODUCT IN THE ASSEMBLY BY WEIGHT.
<br />3. ANCHOR BOTTOM PLATES TO CONCRETE STRUCTURE WITH ANCHOR BOLTS.
<br />1.1 THERMASHEATH-Si.
<br />S00-162-3462. TEL: 115-515-4849. FAX: 115-515-5035. EMAIL:
<br />REQUIREMENTS.
<br />IV.IF RECYCLED CONTENT PRODUCT IS PART OF AN ASSEMBLY, INDICATE
<br />4. TRIPLE STUDS AT CORNERS AND PARTITION INTERSECTIONS.
<br />12 THERMIASHEATH-3.
<br />SPECS*RMAX.COM. WEB: 6ddb W.B!iBX.COM -
<br />E. FLY ASH CONTENT: MINIMUM PERCENT BY WEIGHT OF CEMENTITIOUS MATERIAL IN
<br />RELATIVE DOLLAR VALUE OF RECYCLED CONTENT PRODUCT TO TOTAL
<br />S. FRAME OPENINGS WITH DOUBLE STUDS AND HEADERS. SPACE SHORT STUDS
<br />13 THERMASHEATH-XP.
<br />23 WAX OPERATING, LLC& 1649 S. BATESVILLE RD., GREEK SC 29650. TOLL
<br />MIX AS SHOWN ON DRAWINGS.
<br />DOLLAR VALUE OF ASSEMBLY.
<br />OVER AND UNDER OPENING TO STUD SPACING.
<br />IA R-MATTE PLUS-3.
<br />FREE TEL: 800-845-4455. TEL: 864-291-1382. FAX: 864-234-1548. EMAIL:
<br />F. THE MATERIAL(S) IN THE PRODUCT(S) SUPPLIED SHOULD HAVE A RECYCLED
<br />F. PROVIDE BLOCKING, NAILERS, GROUNDS, FURRING, AND OTHER SIMILAR ITEMS
<br />PRODUCT DATA SHEET 1 - FAND TAPES.
<br />W
<br />SPECS*RMAXiCOM. WEB: W.RMAX:COM .
<br />CONTENT SUCH THAT THE SUM OF THE POST -CONSUMER RECYCLED CONTENT
<br />PART I PRODUCTS
<br />REQUIRED TO RECEIVE AND SUPPORT WORK
<br />PRODUCT DATA SHEET 2 -INNASHINGS INSULATION CLIPS.
<br />PRODUCT DATA SHEET I - SUBSTITUTIONS: NOT PERMITTED.
<br />PLUS ONE-HALF OF THE PRE -CONSUMER CONTENT CONSTITUTES At LEAST 20 `�
<br />OF THE TOTAL VALUE OF THE MATERIAL IN THE PROJECT.
<br />1.1 MATERIALS
<br />A, STEEL:
<br />G. PROVIDE ADEQUATE BLOCKING FOR ALL WALL -MOUNTED UNITS IN
<br />PRODUCT DATA SHEET 3 - NAILBOARD FASTENERS.
<br />PRODUCT DATA SHEET 2 - REQUESTS FOR SUBSTITUTIONS WILL BE CONSIDERED N
<br />1. SHAPES, BARS, AND PLATES: ASTM A,36IA36M, GRADE 50.
<br />ACCORDANCE WITH PLANS.
<br />,ACCORDANCE WITH PROVISIONS OF SECTION 01 60 00 -PRODUCT REQUIREMENTS.
<br />PART 3 EXECUTION
<br />2. PIPE: ASTM A53/A53M, GRADE B.
<br />32 TANCES
<br />TOLERANCES
<br />PRODUCT DATA SHEET 4 - RAINSCREEN METAL PANEL SYSTEM.
<br />SCHEDULE 1 - CONTINUOUS INSULATION FOR WALLS
<br />3.1 PREPARATION
<br />3. RECYCLED CONTENT: MINIMUM 3i425.16 PERCENT, WITH MINIMUM 3/420.16 PERCENT
<br />A. FRAMIWG MEMBERS: 1/4 INCH FROM TRUE POSITION, MAXIMUM.
<br />SCHEDULE 1 - SUBMITTALS
<br />PRODUCT DATA SHEET 0 - THERMASHEATH-81 WALL SOLUTION: EXTERIOR
<br />A, NOTIFY TESTING LABORATORY MINIMUM 24 HOURS PRIOR TO PLACING
<br />CLASSIFIED AS POST CONSUMER AND MINIMUM 3/4516 PERCENT CLASSIFIED AS
<br />PRODUCT DATA SHEET 0 - SUBMIT UNDER PROVISIONS OF SECTION 01 3000 -
<br />CONTINUOUS INSULATION SOLUTION FOR RESIDENTIAL WALLS INCLUDING
<br />CONCRETE.
<br />PRE -CONSUMER
<br />SECTION 06 4100
<br />ADMINISTRATIVE REQUIREMENTS.
<br />STRUCTURAL INSULATION BOARD, TAPE, AND FLASHING TO PROVIDE CONTINUOUS
<br />B. ACCURATELY POSITION ANCHOR BOLTS, SLEEVES, CONDUIT, INSERTS, AND
<br />12 FABRICATION
<br />ARCHITECTURAL WOOD CASEWORK
<br />PRODUCT DATA SHEET I - PRODUCT DATA- MANUFACTURER'S DATA SHEETS ON
<br />THERMAL AND MOISTURE PROTECTION OF THE VERTICAL BUILDING EXTERIOR
<br />ACCESSORIES. DO NOT CUT REINFORCiNG STEEL TO FACILITATE INSTALLATION
<br />A. FABRICATE STRUCTURAL STEEL IN ACCORDANCE WiTH AISC MANUAL.
<br />PART i GENERAL
<br />EACH PRODUCT TO BE USED, INCLUDING:
<br />2.1 COMPLIANCE:
<br />OF INSERTS OR ACCESSORIES.
<br />C. REMOVE WATER AND DEBRIS FROM FORMS AND EXCAVATIONS.
<br />PART 2 EXECUTION
<br />1.1 SUMMARY
<br />1.1 PREPARATION INSTRUCTIONS AND RECOMMENDATIONS.
<br />A. ASTM CI285 TYPE 1, CLASS I POLYISO
<br />NG
<br />0. CLOSE OPENINGS LEFT IN FORMS FOR CLEANING AND INSPECTION.
<br />FNGF
<br />2.1 ELECTION O= STEEL RAMI
<br />A. SECTION INCLUDES:
<br />12 STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS.
<br />B. INTERNATIONAL RESIDENTIAL. CODE (IRC)
<br />32 PLACEMENT
<br />NT OO CONCRETE
<br />A. ERECT STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATIONS.
<br />1. SPECIAL FABRICATED CABINET UNITS.
<br />13 INSTALLATION METHODS.
<br />C. INTERNATIONAL BUILDING CODE (IBC), TYPE V CONSTRUCTION
<br />A. PLACE CONCRETE iN ACCORDANCE WITH ACI 301 AND ACI 318.
<br />B, ACCURATELY ASSEMBLE TO LINES AND ELEVATIONS INDICATED, WITHIN
<br />2. PLASTIC LAMINATE COUNTERTOPS.
<br />PRODUCT DATA SHEET 2 - SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION
<br />O. INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
<br />B. ENSURE REINFORCEMENT, INSERTS, AND EMBEDDED PARTS ARE NOT DISTURBED
<br />SPECIFIED ERECTION TOLERANCES.
<br />13 SUBMITTALS
<br />LAYOUTS OF METAL WALL PANELSt DETAILS OF EDGE CONDITIONS, JOINTS, PANEL
<br />E. ASHRAE 90.1
<br />DURING CONCRETE PLACEMENT.
<br />C. ALIGN BEARING PLATES WiTH LEVELING PLATES.
<br />A. SUSTAINABLE DESIGN SUBMITTALS:
<br />PROFILES, CORNERS, ANCHORAGES, ATTACHMENT SYSTEM, TRIM, FLASHINGS,
<br />F. ORJ TER 1201-01
<br />C. DEPOSIT CONCRETE AS NEARLY AS POSSIBLE IN ITS FINAL POSITION TO
<br />D. CLEAN BEARING SURFACES AND SURFACES THAT WILL BE IN PERMANENT
<br />1. MATERIALS REUSE.
<br />CLOSURES, AND ACCESSORIESt AND SPECIAL DETAILS.
<br />G. CODE OF REGULATIONS, TITLE 24
<br />MINIMIZE HANDLING AND FLOWING.
<br />D. PLACE CONCRETE CONTINUOUSLY BETWEEN PREDETERMINED EXPANSION,
<br />CONTACT BEFORE MEMBERS ARE ASSEMBLED.
<br />E. LOCATE SPLICES ONLY WHERE INDICATED.
<br />2. RECYCLED CONTENT.
<br />1.1 ACCESSORIES: INCLUDE DETAILS OF ALL INTEGRAL PANEL COMPONENTS AND
<br />THEIR INTERFACE WITH ADJACENT MATERIALS.
<br />H. TESTED PER NFPA 286 t0 COMPLY WITH ICC-ES ACI2 APPENDIX B
<br />TESTEDCALIFOPER
<br />CONTROL, AND CONSTRUCTION JOINTS.
<br />F. INSTALLATION TOLERANCES:
<br />3• REGIONAL MATERIALS.
<br />12 FOR INSTALLED PRODUCTS INDICATED TO COMPLY WITH DESIGN LOADS,
<br />I. WATER RESISTIVE BARRIER (WRB) PER AC-11 (ASTM E331, AATCC TEST METHOD
<br />E. DO NOT PLACE PARTIALLY HARDENED, CONTAMINATED, OR RE -TEMPERED
<br />1. MAXIMUM VARIATION FROM LEVEL: 1/4 INCH IN 10 FEET, NONCUMULATIVE.
<br />4. RAPIDLY RENEWABLE MATERIALS.
<br />INCLUDE STRUCTURAL ANALYSIS DATA SIGNED AND SEALED BY THE QUALIFIED
<br />121)
<br />CONCRETE.
<br />2. MAXIMUM OFFSET FROM ALIGNMENT OF ADJACENT MEMBERS: 1/4 INCH.
<br />5. LOW -EMITTING MATERIALS.
<br />PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION
<br />J. AIR BARRIER MATERIAL PER ASTM E2118
<br />F. DO NOT ALLOW CONCRETE TO FREE FALL OVER 8 FEETt PROVIDE TREMIES,
<br />b.CERTIFiED WOOD.
<br />K 1, 2, 3 OR 4 HOUR FIRE RATED ASSEMBLIES AS SHOWN IN THE UL FIRE
<br />CHUTES, OR OTHER MEANS OF CONVEYANCE.
<br />PRODUCT DATA SHEET 3 - VERIFICATION SAMPLES: FOR EACH FINISH PRODUCT
<br />RESISTANCE DIRECTORY. DESIGN NO.: U026, U326, U330, U354, U424, U460, U902,
<br />G. CONSOLIDATE CONCRETE WiTH MECHANICAL VIBRATING EQUIPMENT. HAND
<br />SECTION 05 5000
<br />PART 2 PRODUCTS
<br />SPECIFIED, TWO SAMPLES, MINIMUM SIZE 4 INCHES BY 6 INCHES (102MM X 150 MM).
<br />U904, U905, U906, U901, V454, V499
<br />COMPACT IN CORNERS AND ANGLES OF FORMS.
<br />METAL FABRICATION$
<br />2.1 MANUFACTURERS
<br />SCHEDULE 2 - RAINSCREEN METAL PANEL PERFORMANCE REQUIREMENTS
<br />22 STRUCTURAL PERFORMANCE IN ACCORDANCE WITH ASTM E12.
<br />H. SCREED SLABS LEVEL, TO FLATNESS TOLERANCE OF 1/8 INCH IN 10 FEET.
<br />33PLACEMENT OF GROUT
<br />PART I GENERAL
<br />1.1 SUMMARY
<br />A. ACCEPTABLE MANUFACTURERS -PLASTIC LAMINATE:
<br />PRODUCT DATA SHEET 0 - ASSEMBLIES: PROVIDE METAL WALL PANEL ASSEMBLIES
<br />23 STRUCTURAL PERFORMANCE IN ACCORDANCE Wlti-1 ASTM E564.
<br />A. REMOVE LOOSE AND FOREIGN MATTER FROM CONCRETE& LIGHTLY ROUGHEN
<br />A, SECTION INCLUDES:
<br />1. FORMICA CORP. (WWWFORMICACOM)
<br />THAT COMPLY WITH PERFORMANCE REQUIREMENTS SPECIFIED WITHIN THIS SECTION.
<br />2A STRUCTURAL PERFORMANCE N ACCORDANCE WITH ASTM E2126.
<br />BONDING SURFACE.
<br />1. LADDERS.
<br />2. WILSONART INTERNATIONAL, INC. l
<br />MANUFACTURERS' STANDARD ASSEMBLIES INDICATED FOR THIS PROJECT SHALL
<br />25 STRUCTURAL PERFORMANCE IN ACCORDANCE WITH 55CRI SINGLE ELEMENT
<br />B. JUST PRIOR TO GROUTING, THOROUGHLY WET CONCRETE SURFACESt REMOVE
<br />2. BOLLARDS.
<br />B. SUBSTITUTIONS: NOT PERMITTED.
<br />HAVE BEEN TESTED BY A CERTIFIED 3RO PARTY TESTING AND INSPECTING
<br />LATERAL LOAD TESTING.
<br />EXCESS WATER
<br />13 SUBMITTALS
<br />22 MATERIALS
<br />AGENCY.
<br />2.6 INSULATION: THERMASHEATH-SI - THICKNESS/R VALUE: 05 INCHES
<br />C. MIX GROUT iN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. DO NOT
<br />A. SUSTAINABLE DESIGN SUBMITTALS:
<br />A. LUMBER
<br />PRODUCT DATA SHEET I - STRUCTURAL PERFORMANCE: PROVIDE METAL WALL
<br />(13MMYR-32.
<br />RE -TEMPER
<br />I. REGIONAL MATERIALS.
<br />PANEL ASSEMBLIES AND CONTINUOUS INSULATION SHEATHINGS CAPABLE OF
<br />2.1 INSULATION: THERMASWEATH-51 - THICKNESS/R VALUE: 0.15 INCHES
<br />D. PLACE GROUT CONTINUOUSLY, BY MOST PRACTICAL MEANS& AVOID ENTRAPPED
<br />2. RECYCLED CONTENT
<br />i. GRADED IN ACCORDANCE WITH AWI/AW'1ACNJI ARCHITECTURAL WOODWORK
<br />WITHSTANDING THE EFFECTS OF GRAVITY LOADS AND THE FOLLOWING LOADS AND
<br />(191"tM)/R-50.
<br />AIR DO NOT VIBRATE GROUT.
<br />I.PRODUCT DATA FOR CREDIT. INDICATING PERCENTAGES BY WEIGHT OF
<br />STANDARDS, SECTION 3 REQUIREMENTS FOR QUALITY GRADE SPECIFIED,
<br />STRESSES WITHIN LiMITS AND UNDER CONDITIONS INDICATED, BASED ON TESTING
<br />2h INSULATION: THERMASHEATH-SI - THICI<NESS/R VALUE: 10 INCHES
<br />3.4PROTECTION
<br />POStGONSUMER AND PRE CONSUMERAVERAGE
<br />RECYCLED CONTENT FOR PRODUCTS
<br />MOISTURE CONTENT OF 6 PERCENT.
<br />ACCORDING TO ASTM E 330.
<br />(2541M)/R-6.0,
<br />A. IMMEDIATELY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE
<br />HAVING RECYCLED CONTENT.
<br />2. EXPOSED AND SEMI -EXPOSED LOCATIONS: CLOSED GRAIN HARDWOOD, OF
<br />1.1 WIND LOADS: DETERMINE LOADS BASED ON THE FOLLOWING MINIMUM DESIGN
<br />2.5 FLASHING TAPE. R-SEAL CONSTRUCTION TAPE.
<br />DRYING, EXCESSIVELY HOT OR COLD TEMPERATURES, AND MECHANICAL INJURY.
<br />QUALITY SUITABLE FOR OPAQUE FINISH.
<br />WIND PRESSURES- UNIFORM PRESSURE OF 25 PSF, INWARD OR OUTWARD.
<br />2.1FLASHING TAPE: R-SEAL 3000.
<br />B. MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT
<br />PART I PRODUCTS
<br />B. PLASTIC LAMINATE: NEMA LO-3.
<br />MAXIMUM DESIGN PRESSURE OF 120 PSF INWARD OR OUTWARD
<br />2.11 FLASHING TAPE: R-SEAL 6000
<br />TEMPERATURE FOR PERIOD NECESSARY FOR HYDRATION OF CEMENT AND
<br />1.1 MATERIALS - STEEL
<br />1. HIGH PRESSURE DECORATIVE LAMINATE-
<br />12 DEFLECTION LIMITS- METAL WALL PANEL ASSEMBLIES SHALL BE SHOWN
<br />HARDENING OF CONCRETE.
<br />A. SHAPES: ASTM A36/A36M.
<br />a. HORIZONTAL SURFACES:
<br />TO WITHSTAND TEST PRESSURES WITH DEFLECTION NO GREATER THAN I/180
<br />PRODUCT DATA SHEET 1 - THERMA$HEATH-SI: COMPOSITE PRODUCT MADE UP OF AN
<br />C. PROVIDE ARTIFICIAL HEAT TO MAINTAIN TEMPERATURE OF CONCRETE ABOVE
<br />B. PIPE BOLLARDS: ASTM A53.
<br />LACKING SHEET: 3 /4 INCH INT-APA A-O PLYWOOD.
<br />PERIMETER AND L/60 OF THE SPAN AND NO EVIDENCE OF MATERIAL
<br />INSULATION AND STRUCTURAL COMPONENT. THE INSULATION COMPONENT IS A
<br />MINIMUM SPECIFIED TEMPERATURE FOR DURATION OF CURING PERIOD.
<br />1.4" DIAMETER THICKNESS, A32 WEIGHT PER FOOT, 2851 LBS, A.S.A. SCHEDULE
<br />In. VERTICAL SURFACES:
<br />FAILURE, STRUCTURAL DISTRESS, OR PERMANENT DEFORMATION EXCEEDING
<br />CLOSED -CELL POLYISOCYANURATE INSULATION WITH REINFORCED FOIL FACER ON
<br />D.KEEP FORMS SUFFICIENTLY WET TO PREVENT CRACKING OF CONCRETE OR
<br />W.1)BA,CICING
<br />SHEET: 25/32 INCH EXTERIOR GRADE PLYWOOD.
<br />PERCENT OF THE CLEAR SPAN.
<br />EACH SIDE. PERFORMANCE DATA FOR POLYISO INSULATION ONLY.
<br />NG LOOSENIOF FORM JOINTS.
<br />35CURING
<br />C. BAR$: ASTM A108.
<br />O. RECYCLED CONTENT: POSTCONSUMER RECYCLED CONTENT PLUS ONE-HALF OF
<br />2. COLORS
<br />PRODUCT DATA SHEET 2 - RAIN SCREEN: SPECIFIED PANEL SYSTEM SHALL BE A
<br />PRODUCT
<br />A. CURE CONCRETE IN ACCORDANCE WITH ACI 308:
<br />PRE CONSUMER RECYCLED CONTENT NOT LESS THAN 3/420"16 PERCENT.
<br />a. FORMICA 0459-58 "BRIGHT WHITE" MATTE FINISH
<br />PRESSURE EQUALIZED RAIN SCREEN SYSTEM TESTED ,AND PASSED t0 AAMA
<br />508. ALSO, SYSTEM SHALL HAVE BEEN TESTED AND COMPLIANT WITH AAMA 509
<br />i. HORIZONTAL SURFACES:
<br />a. SURFACES t0 RECEIVE ADDITIONAL TOPPINGS OR SETTING BEDS: USE
<br />1.1 FABRICATION
<br />b. FORMICA OWS-58 "BLACK" MATTE FINISH
<br />•156OK-18 "STUDIO
<br />REQUIREMENTS WITH A WATER RATING OF .40 FL OZ/FT2 AND AN AIR RATING OF
<br />AGRIND EXPOSED JOINTS FLUSH AND SMOOTH W(TH ADJACENT FINISH SURFACE.
<br />c, WILSONART TEAK" LINEARITY FINISH
<br />51 CFM/FT'
<br />CURING PAPER METHOD.
<br />b. OTHER SURFACES: USE EITHER CURING PAPER OR CURING COMPOUND
<br />MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH, AND HAIRLINE. EASE EXPOSED
<br />23 ACCESSORIES
<br />PRODUCT DATA SHEET 3 - PRODUCT TEST REPORTS: FLORIDA PRODUCT
<br />METHOD.
<br />EDGES TO SMALL INFORM RADIUS.
<br />A. FASTENERS: TYPE AND SIZE AS REQUIRED BY CONDITIONS OF USE.
<br />APPROVAL • 16406.
<br />2. VERTICAL SURFACES: USE EITHER WET CURING OR CURING COMPOUND METHOD.
<br />B. SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF FABRICATIONS.
<br />B. ADHESIVES:
<br />PRODUCT DATA SHEET 4 - LARGE MISSILE IMPACT: PROVIDE METAL PANEL SYSTEM
<br />B. CURING COMPOUND METHOD:
<br />FABRICATE ANCHORS AND RELATED COMPONENTS OF SAME MATERIAL AND
<br />1. WATERPROOF, WATER BASED TYPE, COMPATIBLE WITH BACKING AND LAMINATE
<br />WHICH HAS BEEN SUCCESSFULLY TESTED t0 AND IS COMPLIANT WITH THE
<br />1. SPRAY COMPOUND ON SURFACES IN TWO COATS, APPLYING SECOND AT RiGHT
<br />FINISH AS FABRICATION, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE.
<br />MATERIALS.
<br />REQUIREMENTS OF (TESTING APPLICATION STANDARD FOR THE STATE OF
<br />ANGLE TO FIRST, At MINIMUM RATE RECOMMENDED BY MANUFACTURER
<br />C. CONCEAL FASTENINGS WHERE POSSIBLE.
<br />2. MAXIMUM VOLATILE ORGANIC COMPOUND (VOC) CONTENT. 10 GRAMS PER LITER
<br />FLORIDA) TAS 201,202 AND 203. PANEL SYSTEM SHALL HAVE ACHIEVED "PASS"
<br />2. RESTRICT TRAFFIC ON SURFACES DURING CURING.
<br />12 FINISHES
<br />C. FINISH HARDWARE: AS SCHEDULED At END OF SECTION.
<br />STATUS WITHOUT THE USE OF SUPPLEMENTAL MATERIALS SUCH AS PLYWOOD OR
<br />C. CURING PAPER METHOD:
<br />A. EXTERIOR FERROUS METAL: GALVANIZED& ASTM A123/AI23M, TO 13 OUNCES PER
<br />2.4FABRICATION
<br />PANEL STIFFENERS.
<br />1. SPREAD CURING PAPER OVER SURFACES, LAPPING ENDS AND SIDES MINIMUM 4
<br />SQUARE FOOT.
<br />A PLASTIC LAMINATE COUNTERTOPS:
<br />PRODUCT DATA SHEET 5 - INSULATION: POLYISOCYANURATE INSULATION SHALL
<br />INCHES& MAINTAIN IN PLACE BY USE OF WEIGHTS.
<br />MEET ANSI/SBCA F$ 100-2012 STANDARD REQUIREMENTS FOR WIND PRESSURE
<br />2. REMOVE PAPER AFTER CURING.
<br />PART 2 EXECUTION
<br />1. QUALITY: AWI/AWMAC/WI ARCHITECTURAL WOODWORK STANDARDS, SECTION 11,
<br />RESISTANCE O: FOAM PLASTIC INSULATING SHEATHING USED IN EXTERIOR WALL
<br />D. WET CURING METHOD: SPRAY WATER OVER SURFACES AND MAINTAIN WET FOR 1
<br />2.1 INSTALLATION
<br />PREMIUM GRADE.
<br />COVERING ASSEMBLIES.
<br />DAYS
<br />2. FABRICATE FROM SHEET PRODUCT WITH LUMBER FRONTS.
<br />PRODUCT DATA SHEET 6 - SURFACE -BURNING CHARACTERISTICS:
<br />3.6 GLEANING
<br />A. INSTALL COMPONENTS PLUMB, LEVEL, AND RIGID.
<br />3. PROVIDE HOLES AND CUTOUTS FOR MOUNTING OF ACCESSORIES.
<br />1.1 PROVIDE METAL WALL PANELS WITH THE FOLLOWING SURFACE -BURNING
<br />A. REMOVE EFFLORESCENCE, STAINS, OIL, GREASE, AND FOREIGN MATERIALS FROM
<br />22 SCHEDULE
<br />B. SHOP ASSEMBLE FOR DELIVERY TO PROJECT SITE IN UNITS EASILY HANDLED.
<br />CHARACTERISTICS AS DETERMINED BY TESTING IDENTICAL PRODUCTS PER
<br />EXPOSED SURFACES.
<br />A,, LADDERS:
<br />C. PRIOR TO FABRICATION, FIELD VERIFY DIMENSIONS TO ENSURE CORRECT FIT.
<br />ASTM E 84 UNDER A TESTING AND INSPECTING AGENCY ACCEPTABLE TO
<br />31FIELD QUALITY CONTROL
<br />I. SIDE RAiLS: CONTINUOUS STEEL FLAT BARS, i/2 X 2-1/2 INCHES, EASED EDGES,
<br />D. APPLY PLASTIC LAMINATE IN FULL UNINTERRUPTED SHEETSt FIT CORNERS AND
<br />AUTHORITIES HAVING JURISDICTION -
<br />A. TESTING AND INSPECTION SERVICES:
<br />SPACED IS INCHES APART.
<br />JOINTS TO HAIRLINE. SLIGHTLY BEVEL ARISES. APPLY LAMINATE BACKING
<br />A. PE CORE: FLAME -SPREAD INDEX, LESS THAN 25& SMOKE -DEVELOPED
<br />i. CERTIFY EACH DELIVERY TICKET.
<br />11. RUNGS: ROUND STEEL BARS, 3/4 INCH DIAMETER SPACED 12 INCHES ON CENTER
<br />SHEET TO REVERSE SIDE OF LAMINATE FACED SURFACES.
<br />INDEX, LESS THAN 450.
<br />2. RECORD TIME AT WHICH CONCRETE WAS DISCHARGED FROM TRUCK
<br />3. MONITOR AND RECORD AMOUNT OF WATER AND WATER REDUCING ADMIXTURE
<br />FIT RUNGS IN CENTERLINE OF SIDE RAILS AND PLUG WELD ON OUTER RAIL FACE.
<br />E. W14ERE FIELD FITTING IS REQUIRED, PROVIDE AMPLE ALLOWANCE FOR CUTTING.
<br />B. FIR CORE: FLAME -SPREAD INDEX, LESS THAN 25& SMOKE -DEVELOPED
<br />ADDED TO CONCRETE AT PROJECT SITE.
<br />III. SUPPORT LADDERS AT TOP, BOTTOM, AND AT INTERMEDIATE POINTS SPACED
<br />PROVIDE TRIM FOR SCRIBING AND SITE CONDITIONS.
<br />INDEX, LESS THAN 450.
<br />4. DETERMINE AMBIENT TEMPERATURE AND TEMPERATURE O= CONCRETE SAMPLE
<br />MAXIMUM V-0" ON CENTER WITH STEEL BRACKETS, BOLTED TO SUPPORTS.
<br />F. PROVIDE CUTOUTS AND REINFORCEMENT FOR PLUMBING, ELECTRICAL,
<br />12 PROVIDE CLASS A RIGID FOIL -FACED POLYISOCYANURATE CONTINUOUS
<br />FOR EACH SET LEST CYLINDERS.
<br />B. BOLLARDS:
<br />APPLIANCES, AND ACCESSORIES. PRIME PAINT SURFACES OF CUT EDGER.
<br />INSULATION WITH THE FOLLOWING SURFACE -BURNING CHARACTERISTICS AS
<br />5. TEST CYLINDERS::
<br />I. FABRICATE FROM STEEL PIPE OF SIZES INDICATED.
<br />DETERMINED BY TESTING PER ASTM E 84 UNDER A TESTING AND
<br />a. MAKE TEST CYLINDERS IN ACCORDANCE WITH ASTM CI12t ONE SET OF 3
<br />11. SET INTO CONCRETE FOOTING.
<br />PART 3 EXECUTION
<br />INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION:
<br />CYLINDERS FOR EACH 100 CUBIC YARDS OR FRACTiON THEREOF PLACED IN
<br />III. FILL PIPE WITH CONCRETEt ROD TO CONSOLIDATE. DOME TOP TO SHED WATER
<br />3.1 INSTALLATION
<br />Aw ECOMAXCI: FLAME -SPREAD INDEX, LESS THAN 25t
<br />ANY ONE DAY, FOR EACH DIFFERENT CLASS OF CONCRETE.
<br />iV.PIPE TO BE FILLED WITH CONCRETE TO A 15 INCH DOME TOP GROUND SMOOTH.
<br />A. INSTALL IN ACCORDANCE WITH AWI/AWMAC/WI ARCHITECTURAL WOODWORK
<br />SMOKE -DEVELOPED INDEX, LESS THAN 450.
<br />In. MOLD AND CURE CYLINDERS iN ACCORDANCE WITH ASTM C311- TEST
<br />CONCRETE TO PROVIDE A MINIMUM OF 3000 P.S.I. COMPRESSIVE STRENGTH,
<br />STANDARDS.
<br />CYLINDERS IN ACCORDANCE WITH ASTM C39t ONE AT 1 DAYS AND TWO At 28
<br />V. PIPE TO BE PRIMED WITH ONE COAT OF METAL PRIMER IRON CLAD
<br />B. SET PLUMB, RIGID AND LEVEL.
<br />SCHEDULE 3 - QUALITY ASSURANCE
<br />DAYS.
<br />6. SLUMP TESTS: MAKE SLUMP TESTS AT BEGINNING OF EACH DAY'S PLACEMENT
<br />GALVANIZED AND PROVIDED WITH A PLASTIC SLEEVE -SEE NATIONAL
<br />ACCOUNTS.
<br />C. SCRIBE t0 ADJACENT CONSTRUCTION WiTH MAXIMUM 1/8 INCH GAPS.
<br />PRODUCT DATA SHEET 0 - MANUFACTURER QUALIFICATIONS: ALL PRIMARY
<br />AND FOR EACH SET OF TEST CYLINDERS IN ACCORDANCE WITH ASTM Ci43.
<br />O.FILL JOINTS BETWEEN TOPS AND ADJACENT CONSTRUCTION WITH JOINT SEALER
<br />PRODUCTS SPECIFIED IN THIS SECTION WILL BE SUPPLIED BY A SINGLE
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<br />Date: 07. 26.
<br />22
<br />Scale: AS NOTED
<br />Project Mgr:
<br />JDR
<br />Drawn: JDR
<br />Job: 21-202
<br />Sheet
<br />N 1
<br />i'
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