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<br />DIVISION NO. 3 CONCRETE:
<br />003350 CONCRETE FINISHES
<br />A. MATERIALS:
<br />1. CURING COMPOUND FOR NON CONCRETE SHALL BE A
<br />CLEAR LIQUID NON COMPOUND CONFORMING TO ASTM
<br />C309-58, TYPE I. - ACCEPTABLE PRODUCTS ARE, AS FOLLOWS:
<br />a. CRYSTAL CLEAR SEAL - LAMBENT CORP.
<br />b. POLY -SEAL - MASTER BUILDERS.
<br />c. EUCOCURE - EUCLID CHEMICAL CO.
<br />d. DEMICON - CASTLE CORP.
<br />e. TRIPLE-KURE - COBRA CHEMICALS, INC.
<br />B. PATCHING OF DEFECTIVE WORK SHALL BE PERFORMED IMMEDIATELY
<br />AFTER FORM REMOVALS.
<br />C. ALL CONCRETE SLABS SHALL BE SCREEDED OFF AT THE FINISH
<br />SLAB LINE. TOLERANCE FOR GRADE OR LEVEL SHALL BE Y8" f
<br />FROM REQUIRED GRADE IN ANY 10'-0" RADIUS CIRCLE. WITH
<br />A MAXIMUM SLOPE OF Y8" IN ANY 5'-0" LINE.
<br />D. MONOTHITHIC FINISH SHALL BE USED FOR EXPOSED CONCRETE
<br />FLOOR AND SLAB TO RECEIVE CONTACT FLOOR COVERING.
<br />INTERIOR FLOOR SLABS SHALL HAVE A STEEL TROWEL FINISH.
<br />POWER TROWELING TO BE USED FOR FINAL FINISH SURFACES.
<br />E. EXPOSED EXTERIOR CONCRETE SLABS SHALL RECEIVE AN EVEN
<br />WOOD FLOAT FINISH USING LIGHTLY SWIRLED MOTIONS. EXPOSED EDGES
<br />SHALL BE TOOLED TO FORM Y4" RADIUS ROUNDED EDGES.
<br />F. FLOOR SLABS UNDER MASONRY TILE FLOORING OR PAVERS SHALL
<br />BE SCREEDED AND ROUGHENED.
<br />G. EXPOSED CONCRETE (OTHER THAN HORIZONTAL SLAB SURFACES) SHALL BE
<br />GIVEN A SMOOTH RUBBED FINISH WHETHER PAINTED OR NOT. FORM MARKS,
<br />FINS AND PROJECTIONS SHALL BE REMOVED AND THE SURFACES RUBBED
<br />WITH CARONUNDUM BLOCK AND WATER.
<br />H. CURING CONCRETE:
<br />1. PROVISIONS SHALL BE MADE FOR MAINTAINING CONCRETE IN A MOIST
<br />CONDITION FOR AT LEAST FIVE (5) DAYS.
<br />2. CONCRETE SHALL BE KEPT MOIST ANY COMBINATION OF THE FOLLOWING:
<br />a. LEAVING FORMS IN PLACE FOR SEVEN (7) DAYS.
<br />b. SPRAYING WITH WATER OR PONDING.
<br />c. USING MOISTURE RETAINING COVERING.
<br />d. APPLYING A SEAL COAT OF LIQUID CURING COMPOUND.
<br />3. APPLY CURING COMPOUND TO ALL INTERIOR SLABS IN ACCORDANCE
<br />MANUFACTURER'S RECOMMENDATIONS.
<br />DIVISION NO. 4 MASONRY:
<br />004100 MORTAR AND GROUT (THIS SECTION APPLIES ONLY WHERE SCHEDULED OR APPLICABLE
<br />UNDER THE MBBI WORK REQUIREMENTS.)
<br />A. MATERIALS:
<br />1. PORTLAND CEMENT - MEETING ASTM C150-86, DOMESTIC MFR.
<br />NORMAL WEATHER CONDITIONS - TYPE I.
<br />COLD WEATHER - TYPE III OR IIIA.
<br />COLOR(S) AS SELECTED:
<br />MORTAR FOR CONCRETE MASONRY UNITS - NORMAL MORTAR COLOR
<br />MORTAR FOR FACE BRICK - BUFF - SUBMIT SAMPLES FOR APPROVAL
<br />2. HYDRATED LIME: ASTM C207-79, TYPE S.
<br />3. MASONRY CEMENT: ACCEPTABLE MANUFACTURERS:
<br />a. CITADEL CEMENT DIV. LAFARGE CORP.
<br />b. GIANT CEMENT CO.
<br />c. NATIONAL CEMENT CO.
<br />d. U. S. CEMENT CO.
<br />e. BLUE CIRCLE CEMENT CO.
<br />f. W. R. MEADOWS OF GA
<br />CHARACTERISTICS: ASTM C91-87a, NON- STAINING
<br />12% MAXIMUM AIR -CONTENT BY VOLUME.
<br />4. AGGREGATE: MORTAR - CLEAN, HARD, NATURAL, WASHED SAND MEETING
<br />ASTM C144-89 AND ASTM C404-87, SIZE NO. 2, NATURAL.
<br />CEMENT GROUT - ASTM C404, FINE AGGREGATE, SIZE NO. 1.
<br />5. WATER: CLEAN, POTABLE, FREE FROM DELETERIOUS AMOUNTS OF ALKALIDES,
<br />ACIDS AND ORGANIC MATERIALS.
<br />CHARACTERISTICS: ASTM C91-87a, NON- STAINING
<br />12% MAXIMUM AIR -CONTENT BY VOLUME.
<br />4. AGGREGATE: MORTAR - CLEAN, HARD, NATURAL, WASHED SAND MEETING
<br />ASTM C144-89 AND ASTM C404-87, SIZE NO. 2, NATURAL.
<br />CEMENT GROUT - ASTM C404, FINE AGGREGATE, SIZE NO. 1.
<br />5. WATER: CLEAN, POTABLE, FREE FROM DELETERIOUS AMOUNTS OF ALKALIS,
<br />ACIDS AND ORGANIC MATERIALS.
<br />B. MIXES:
<br />1. MORTAR PROPORTIONS: TYPE S JOB MIXED OR BAG MIXED MORTAR:
<br />a. PROPORTION MATERIALS BY VOLUME PER ASTM C270 87 OR
<br />JOB MIXES AVAILABLE FROM ARCHITECT.
<br />2. FINE GROUT PROPORTIONS: BY VOLUME PER ASTM C476-83
<br />3. COURSE GROUT PROPORTIONS: BY VOLUME PER ASTM C476-83
<br />MIX AVAILABLE FROM ARCHITECT.
<br />C. JOINTS: BRICK MASONRY JOINTS SHALL BE STANDARD CONCAVE JOINTS
<br />ACCEPTABLE TO OWNER AND ARCHITECT.
<br />DIVISION NO. 4 MASONRY:
<br />004150 MASONRY ACCESSORIES (THIS SECTION APPLIES ONLY WHERE
<br />SCHEDULED OR APPLICABLE UNDER MBBI WORK REQUIREMENTS)
<br />A. ACCEPTABLE MANUFACTURERS:
<br />1. DUR-O-WAL, INC.
<br />2. AA WIRE PRODUCTS CO.
<br />3. HECKMAN BUILDING PRODUCTS, INC.
<br />4. HOHMANN & BARNARD, INC.
<br />5. MASNORY REINFORCING CORP OF AMERICA
<br />6. NATIONAL WIRE PRODUCTS CORP.
<br />B. MASONRY JOINT REINFORCEMENT:
<br />1. FABRICATE FROM DRAWN WIRE PER ASTM A82-85
<br />2. GALVANIZE ITEMS (EXTERIOR WALLS) PER ASTM A153-82, CLASS B-2
<br />3. CROSS WIRE - 9 GAUGE WIRE, BUTT WELD TO LONGITUDINAL RODS.
<br />4. WIDTHS - 2" LESS THAN WALL WIDTHS.
<br />C. BRICK WALL TIES - STANDARD 14 GAUGE, GALVANIZED BRICK VENEER
<br />WALL TIES. INSTALLED A MINIMUM OF 16" O.C. UNLESS MANUFACTURES SPECIFICATIONS ARE
<br />MORE STRINGENT:
<br />D. OTHER GALVANIZED MASONRY WALL REINFORCEMENT REQUIRED FOR SPECIAL
<br />CONDITIONS.
<br />E. VERTICAL EXPANSION JOINTS IN BRICK VENEER:
<br />1. SHALL BE CONTINUOUS FROM TOP TO BOTTOM OF BRICKWORK
<br />2. JOINTS IN BRICKWORK WITHOUT OPENINGS S 25' O.C.
<br />3. JOINTS IN BRICKWORK WITH MULTIPLE OPENINGS, SPACED SYMMETRICALLY S 20' O.C.
<br />4. PLACEMENT:
<br />- AT OR NEAR CORNERS, MINIMUM OF 10' FROM CORNER
<br />AT OFFSETS AND SETBACKS
<br />- AT WALL INTERSECTIONS
<br />- AT CHANGES IN WALL HEIGHT
<br />- WHERE WALL BACKING SYSTEM CHANGES
<br />- AT ONE SIDE OF EACH DOOR AND WINDOW OPENING
<br />- PLACE BEHIND DOWNSPOUT LOCATIONS WHEN POSSIBLE
<br />F. PROTECT LAID MASONRY TO A MINIMUM OF 4'-0" ABOVE FINISHED GRADE WHILE LAYMENT
<br />CONTINUES -ABOVE.
<br />DIVISION NO. 4 MASONRY:
<br />004200 CONCRETE UNIT MASONRY (THIS SECTION APPLIES ONLY WHERE SCHEDULED
<br />OR APPLICABLE UNDER MBBI WORK REQTS.)
<br />A. CONCRETE MASONRY UNIT:
<br />1. HOLLOW LOAD BEARING UNITS: ASTM C90-85, LIGHTWEIGHT, GRADE N-II.
<br />NORMAL FACE DIMENSIONS: 4", 8" & 12" WIDE BY 1'-4" LONG.
<br />2. SOLID LOAD BEARING UNITS: ASTM C145-85, GRADE N-II.
<br />NORMAL FACE DIMENSIONS: 4", 8" & 12" WIDE BY 1'-4" LONG.
<br />3. HOLLOW NON -LOAD BEARING UNITS:
<br />NORMAL FACE DIMENSIONS: 4", 8" & 12" WIDE BY 1'-4" LONG.
<br />4. UL LISTED (LABELED) UNITS: UL DES 618, 2 HRS, 3 HRS & 4 HRS.
<br />NORMAL FACE DIMENSIONS: 8" & 12" WIDE BY V-4" LONG.
<br />B. COMPRESSIVE STRENGTH: 1350 psi, MINIMUM BASED ON NET AREA.
<br />C. MASONRY CLEANING COMPOUNDS: QUIK KLEEN - L & M CONSTRUCTION CHEMICALS.
<br />SURE KLEAN 600 HEAVY DUTY CONCRETE CLEANER - PROSOCO INC.
<br />AND INORGANIC ACID.
<br />D. MORTAR: TYPE S.
<br />E. PROTECT LAID MASONRY TO A MINIMUM OF 4'-0" ABOVE FINISHED GRADE WHILE LAYMENT
<br />CONTINUES ABOVE.
<br />DIVISION NO, 4 MASONRY:
<br />004210 BRICK UNIT MASONRY (THIS SECTION APPLIES ONLY WHERE SCHEDULED
<br />OR APPLICABLE UNDER MBBI WORK REQTS.)
<br />A. FACE BRICK UNIT MASONRY:
<br />1. MEETING ASTM C216-89, GRADE SW, TYPE FBA.
<br />2. SIZE: 3 %" x 7 %" x 2 Y4"
<br />3. PROVIDE COLOR AND TEXTURE: ALLOWANCE - $ PER THOUSAND INCLUDING
<br />ACCENT COLORS AND SPECIAL SHAPES. COST ADJUSTMENT WILL BE MADE UPON
<br />ACTUAL PURCHASE OF BRICK.
<br />4. WEEPS: OMIT VERTICAL MORTAR JOINTS •O WEEP LOCATIONS.
<br />PROVIDE WEEPS ® 16" OC AT ALL FLASHING LOCATIONS.
<br />5. CLEANING COMPOUNDS:
<br />a. DC-6 - HALLMARK CHEMICAL CORP.
<br />b. DEOX - NATIONAL CHEMSEARCH CORP.
<br />c. SUREKLEAN 600 DETERGENT OR VANA-TROL - PROSOCO, INC.
<br />d. INORGANIC ACID.
<br />6. MORTAR COLOR: BUFF
<br />MORTAR JOINT: TYPE S, %" HIGH, TOOLED CONCAVE JOINT.
<br />B. PROTECT LAID MASONRY TO A MINIMUM OF 4'-O" ABOVE FINISHED GRADE WHILE LAYMENT
<br />CONTINUES ABOVE.
<br />C. WALL MOCKUP: LAY 6'-0" LONG x 4'-0" HIGH SAMPLE BRICK VENEER WALL
<br />COMBINATION OF FACE BRICK ATTACHED TO STUD WALL BACK UP.
<br />INDICATE THE FOLLOWING: BONDING, MORTAR COLOR, JOINT TOOLING, BRICK COLORS,
<br />TEXTURES AND REINFORCEMENT.
<br />D. REPRESENTATIVE: LORI COLVILLE: 404-792-1500, EXT. 2904.
<br />EMAIL: TINA.HAM PTON®BORAL.COM.
<br />DIVISION NO. 5 METALS:
<br />005100 STRUCTURAL STEEL (WHERE APPLICABLE ONLY UNDER MBBI REQUIREMENTS, THESE
<br />STRUCTURAL STEEL SPECIFICATIONS WILL BE ADDED TO THE WORK REQUIREMENTS.)
<br />DIVISION NO. 5 METALS:
<br />005400 COLD FORMED METAL FRAMING
<br />A. MATERIALS:
<br />1. FRAMING: STRUCTURAL STUDS/JOISTS: ASTM A446-85.
<br />2. GALVANIZING: ASTM A5;25-87 COATING DESIGNATION G90,
<br />W/ NOT LESS THAN 0.8 OZ ZINC PSF.
<br />3. CLIPS, ANGLES AND ACCESSORIES: ASTM A36-87a.
<br />4. WELDING ELECTRODES: AWS D1.1-84.
<br />B. FRAMING MEMBERS:
<br />1. MATERIALS - SEE ABOVE.
<br />2. GAUGES: 20 GAUGE, UN -COATED THICKNESS, UNLESS NOTED
<br />OTHERWISE.
<br />3. YIELD STRENGTHS:
<br />a. 20 GAUGE MATERIALS - 33 ksi.
<br />b. 18 GAUGE MATERIALS - 37 ksi.
<br />c. 16 GAUGE AND HEAVIER MATERIALS - 50 ksi.
<br />4. C-SHAPED STUDS OR JOISTS: CSJ SERIES STUDS/JOISTS, 1 %" DEEP
<br />W/ Y2" RETURNS, GALVANIZED.
<br />5. CR RUNNERS: PROVIDE 1" DEEP RUNNERS, SAME GAUGE AS STUDS.
<br />C. RUNNERS, BRACING, GUSSETS, ROLLED ANGLES, WEB STIFFENERS, STRAPPING
<br />AND CLIPS: SAME GAUGE AS FRAMING MATERIALS.
<br />D. FASTENERS:
<br />1. FASTENING METAL RUNNERS TO CONCRETE: POWDER ACTUATED TYPE
<br />CAPABLE OF WITHSTANDING 285 LBS., SINGLE SHEAR, 150 LB. PULLOUT
<br />AND 240 LB. BEARING FORCE W/0 EXCEEDING ALLOWABLE STRESS DESIGN
<br />OF FASTENER NOR MEMBER BEING FASTENED: 0.177" DIAL. x 1 7, 6"
<br />MINIMUM PENETRATION.
<br />2. FASTENING MEMBERS TO EACH OTHER: NO 12-14 MINIMUM METAL SCREWS
<br />DESIGNED STRUCTURAL CONNECTIONS FOR SHEAR OR BEARING AND PULL OUTS.
<br />3. PROVIDE OTHER FASTENERS REQUIRED BY ENGINEERING SHOP DRAWINGS.
<br />DIVISION NO. 5 METALS:
<br />005500 METAL FABRICATIONS
<br />A. MATERIALS:
<br />1. STRUCTURAL STEEL SHAPES: ASTM A36.
<br />2. HOT -ROLLED CARBON STEEL SHEETS AND STRIPS:
<br />ASTM A568-84 AND A570-84a, GRADE B.
<br />3. COLD -ROLLED CARBON STEEL SHEETS: ASTM A366-72
<br />B. PRIMER PAINT: AMERON PROTECTIVE COATING DIVISION:
<br />AMERGUARD 148; PORTER INTERNATIONAL #35657 WHITE;
<br />TNERMEC COMPANY, INC. #10-99W.
<br />DIVISION NO, 6 WOOD AND PLASTICS:
<br />006100 ROUGH CARPENTRY
<br />1. LUMBER: FRAMING LUMBER GRADED UNDER ALSC RULES
<br />AND WWPA OR SFPA. MISC. BLOCKING, FURRING: Y2" TO -Y4"
<br />THICKNESS, 2" TO 4" WIDE. PLATES, BLOCKING, BRACING
<br />NAILERS: STANDARD GRADE. GENERAL UTILITY PURPOSES:
<br />STANDARD GRADE. LUMBER IN CONTACT WITH CONCRETE,
<br />EXTERIOR MASONRY WALLS USED FOR GRAVEL STOPS: NO 2
<br />SOUTHERN PINE.
<br />2. TREATED MATERIALS:
<br />ABOVE GRADE USE: AWPA C-2-87 & AWPB LP2, 0.25 RETENTION.
<br />BELOW GRADE USE: LP22, 0.40 RETENTION.
<br />MOISTURE CONTENT: LUMBER 19%, PLYWOOD 15%.
<br />3. PLYWOOD: CONFORM TO TYPES RECOMMENDED FOR INTENDED USE
<br />IN CURRENT AWPA STANDARDS AND APA ENGINEERED WOOD CONSTRUCTION
<br />GUIDE, FORM E30
<br />4. METAL ITEMS: CLEVELAND STEEL SPECIALTY CO.; HARLEN METAL PRODUCTS, INC.;
<br />KANT SAG DIV OF UNITED STEEL PRODUCTS CO.; SILVER PRODUCTS, INC.;
<br />SIMPSON PRODUCTS CO.
<br />5. ANCHORS AND FASTENERS:
<br />a. BOLTS, NUTS, STUDS AND LAG SCREWS: ANSI B18.41.
<br />b. WOOD SCREWS: ANSI 618.6.1 AND FED SPEC. FF S 111.
<br />c. NAILS, BRADS, STAPLES AND SPIKES:. FED SPEC FF N 1058.
<br />d. NAILS AND SPIKES FOR EXTERIOR FRAMING: HOT DIP GALVANIZE ASTM
<br />A153-82, CLASS D.
<br />DIVISION NO. 6 WOOD AND PLASTICS:
<br />006190 PREFABRICATED WOOD TRUSSES
<br />PART 1 GENERAL (WHERE REQUIRED UNDER THE MBBI WORK REQUIREMENTS,
<br />THESE SPECS WILL BE ADDED TO THE WORK REQUIREMENTS.)
<br />DIVISION NO. 6 WOOD AND PLASTICS:
<br />006200 FINISH CARPENTRY
<br />A. MATERIALS:
<br />1. LUMBER - UNEXPOSED MILLWORK FRAMING & BLOCKING:
<br />a. 2"x 4": STANDARD GRADE WEST COAST LUMBER.
<br />b. MEMBERS LARGER THAN 2" x 4": NO. 2 GRADE.
<br />2. LUMBER - EXPOSED & SEMI -EXPOSED PAINTED MILLWORK,
<br />SHELVING AND TRIM: CUSTOM GRADE WHITE PINE, KILN DRIED.
<br />3. LUMBER - EXPOSED & SEMI -EXPOSED STAINED WOOD CABINETRY,
<br />SHELVING AND PANELING: BIRCH.
<br />4. EXPOSED AND SEMI -EXPOSED STAINED WOOD MOLDING & TRIM:
<br />CUSTOM GRADE BIRCH MILLED TO EQUAL RANDALL BROS.' SHAPES
<br />(ATLANTA LOCATION).
<br />5. FASTENERS: PROVIDE BOLTS, NUTS, WASHERS, SCREWS, TOGGLE BOLTS,
<br />SIMILAR FASTENERS REQUIRED TO ATTACH AND SECURE WORK.
<br />6. INSTALL SIMPSON NAIL STOPPERS -NS AT ALL PLUMBING, ELECTRICAL
<br />AND GAS PIPING RUNS THRU WOOD STUD FRAMING.
<br />7. EXTERIOR TRIM: NOMINAL 1 x 4 UP TO 1 x 12; 2 x 4 UP TO 4 x 4 TRIM:
<br />C SELECT AND BETTER SPF, S4S.
<br />8. SHEET MATERIALS:
<br />a. UNEXPOSED AND SEMI -EXPOSED MILLWORK & GENERAL CARPENTRY:
<br />APA A-C G-1, EXTERIOR THICKNESS INDICATED.
<br />b. EXPOSED STAINED MILLWORK PLYWOOD: APA A-B, GROUP 1,
<br />EXTERIOR, THICKNESS INDICATED.
<br />c. EXPOSED TRANSPARENT FINISH MILLWORK PLYWOOD: AWI QUALITY
<br />STANDARDS AND ANSI/HPMA HP 1983 FOR MILLWORK GRADE
<br />SPECIFIED, THICKNESS INDICATED.
<br />d. SUBSTRATE FOR PLASTIC LAMINATE: ANSI/HPMA HP 1983; 5 PLY,
<br />ROTARY CUT BIRCH, Y8" MINIMUM, GRADE 2-2 VENEERS, SANDED
<br />FACE, TECHNICAL TYPE CORE; OVERALL %` THICKNESS.
<br />e. PLASTIC LAMINATE: WILSON ART - RALPH WILSON PLASTICS CO.
<br />f. PLASTIC LAMINATES: NEMA STANDARD LD-3.1 1985:
<br />(1) HORIZONTAL APPLICATION - GRADE GP-50.
<br />(2) VERTICAL APPLICATION - GRADE GP-28.
<br />(3) BACKING SHEET - GRADE BK-20.
<br />(4) COLORS AS SELECTED BY ARCHITECT FROM LAMINATED MFR.
<br />STANDARD SOLID COLORS, MATTE TEXTURE, GLOSSOMETER OF
<br />7.0f SELECTION.
<br />DIVISION NO. 7 THERMAL AND MOISTURE PROTECTION:
<br />007190 VAPOR RETARDERS
<br />(THIS SECTION APPLIES ONLY WHERE SCHEDULED OR APPLICABLE WHERE SCHEDULED
<br />UNDER THE MBBI WORK REQUIREMENTS)
<br />A. MATERIALS:
<br />1. VAPOR RETARDER UNDER FLOOR SLABS: SIX (6) MIL
<br />POLYETHYLENE SHEETING PER ASTM D2103-86. SERVICEABILITY:
<br />ASTM D2103-86.
<br />2. ADHESIVE OR TAPE: TYPE RECOMMENDED BY MFR.
<br />3. INSTALL HOUSE WRAP AROUND PERIMETER EQUAL TO AMOWRAP
<br />BY AMOCO FOAM PRODUCTS.
<br />ASTM A568-84 AND A570-84a, GRADE B.
<br />GENERAL NOTE:
<br />TENANT IMPROVEMENTS WILL
<br />REQUIRE A VARYING AMOUNT OF
<br />IMPROVEMENTS UNDER THIS
<br />PROJECT SCOPE OF WORK.
<br />THEREFORE, SOME OF THESE
<br />SPECIFICATIONS MAY ONLY RELATE
<br />TO A SMALL PORTION OF THE
<br />WORK, OR IN SOME CASES NONE
<br />AT ALL.
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<br />DRAWN BY:
<br />LJ/CH
<br />DATE: 03/ 12/ 13
<br />PROJECT NO.1230
<br />REV.
<br />REV.
<br />R_
<br />REVISIONS
<br />Sheet No.
<br />T-3
<br />
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