volume 2 of 3 divisions 02 through 14 project #15 … · divisions 02 through 14 project #15-157...

PROJECT MANUAL

Brown-Kopel Engineering Student Achievement Center

Issued for Bid / Permit

VOLUME 2 of 3 Divisions 02 Through 14

Project #15-157

March 16, 2017

FACILITIES MANAGEMENT SAMFORD AVENUE AUBURN UNIVERSITY, ALABAMA 36849-5515

PHONE: 334.844.4810

ARCHITECT LANDSCAPE ARCHITECT

STRUCTURAL ENGINEER ELECTRICAL ENGINEER

MECHANICAL ENGINEER CIVIL ENGINEER

SmithGroupJJR #21189.000Auburn University Project Number: 15-157BC# 2016344

Auburn UniversityBrown-Kopel Engineering Student Achievement Center

Issued for Bid / Permit16 March 2017

SEALS PAGE

SmithGroupJJR #21189.000 Auburn University Project Number: 15-157 Bccc#2016344



Table of Contents TOC - 1

TABLE OF CONTENTS

VOLUME 1 0F 3 SECTIONS PAGES DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0100 Advertisement for Bids, AU Form C-1, September 2016 1

00 0200 Instructions to Bidders, ABC Form C-2, August 2001 9

00 0300 Contractor Prequalification a. Non-BOT Prequalification Criteria, AU Form C-2a, September 2016 6 b. BOT Prequalification Criteria, AU Form C-2b, September 2016 7

00 0400 Proposal: ABC Form C-3, August 2001 2 a. Attachment C-3A Accounting of Sales Tax, ABC Form C-3A, October 2013 1 b. Attachment C-3C Stated Allowances & Unit Prices, AU Form C-3C, September 2016 (004) 3 bi. AU Form C-3C Stated Allowances and Unit Prices September 2016 3 ci. AU Form C-3Ca Allowance Usage Authorization September 2016 1 c. AU Form C-3D Certiciation of Compliance, September 2016 1 d. Form of Bid Bond, ABC Form C-4, August 2001

00 0500 Contract: ABC Form C-5, August 2001 2 a. Performance Bond, ABC Form C-6, August 2001 3 b. Payment Bond, ABC Form C-7, August 2001 2 c. General Conditions of the Contract, ABC Form C-8, August 2001 54 d. Supplement to the General Conditions of the Contract, ABC Form C-8S, August 2009 2 e. Attachment B, ABC Form C-8 Attachment B, October 2012 1 f. Certificate of Compliance with Act 2012-491, State Department of Finance 2 g. Attachment F, Mandatory Safe Space ACT 2012-554, ABC Memo, July 10, 2012 2 h. State of Alabama Disclosure Statement 2 i. Attachment C-3B List of Subcontractors & Major Suppliers, AU Form C-3B, September 2016 4 j. Sample copy of Insurance Certificate

1. Large Public Works Sample Insurance Certificate, AU Form CoI L, September 2016 1

00 0600 Preconstruction a. Preconstruction Checklist, ABC Form B-8, March 2015 4

00 0700 Auburn University Safety Specification, AU Form C-16, September 2016 12 a. Appendix A to Auburn University Safety Specification Project Site Safety Plan,

AU Form C-16A, September 2016 3 b. Appendix B to Auburn University Safety Specification Activity Hazard Analysis,

AU Form C-16B, September 2016 3

00 0800 Detail of Project Sign a. AU Form C-15, September 2016 1 b. AU Form C-15CM, September 2016 1

00 0900 Application and Certificate for Payment, AU Form C-10, September 2016 3 a. Inventory of Stored Materials, AU Form C-10SM, September 2016 1 b. Progress Schedule and Report, ABC Form C-11, August 2011 1 c. Partial Release of Lien, AU Form C-10PRL, September 2016 1

00 1000 Contract Change Order: AU Form C12, September 2016 1 a. Change Justification, ABC Form B-11, August 2001 2 b. Attachment to ABC Form B-11, AU Form B-11A, September 2016 1 c. Change Proposal Recap, AU Form C-12A, September 2016 1 d. Construction Change Directive, AU Form C-12B, September 2016 1

i. Force Account CCD Documentation, AU Form C-12C, September 2016 1





DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS (CONTINUED)

00 1100 General Contractor's Roofing Guarantee, ABC Form C-9, August 2001 2 00 1200 Certificate of Substantial Completion, ABC Form C-13, August 2001 1 00 1300 Form of Advertisement of Completion, ABC Form C-14, August 2001 1 00 1400 Final Release of Lien Form, AU Form C-10FRL, September 2016 1 00 1500 Additional ABC Documents

a. Administrative Rule 107-X-8, ABC memo, September 29, 2014 13 b. Exemption from Sales and Use Tax, Act 2013-205, ABC memo, October 28, 2013 2 c. Certification of Fire Alarm Contractors, ABC memo, July 17, 2012 1 d. Mandatory Safe Space ACT 2012-554, ABC Memo, July 10, 2012 9 e. Additional Guidance Alabama Immigration Law Act 2001-535, ABC Memo January 11, 2012 2 f. Additional Guidance Alabama Immigration Law ACT 2012-491, ABC Memo, May 29, 2012 2 g. Revision to State Building Code Memo, June 7, 2016 4

00 1600 AU Supplemental Conditions of the Project AU Form C-18, September 2016 10 DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 1000 SUMMARY 2 SECTION 01 2200 UNIT PRICES 2 SECTION 01 2300 ALTERNATES 2 SECTION 01 2500 SUBSTITUTION PROCEDURES 3 SECTION 01 3100 PROJECT MANAGEMENT AND COORDINATION 10 SECTION 01 3110 REQUEST FOR INFORMATION 1 SECTION 01 3233 PHOTOGRAPHIC DOCUMENTATION SECTION 01 3300 SUBMITTAL PROCEDURES 12 SECTION 01 4000 QUALITY REQUIREMENTS 8 SECTION 01 4001a STATEMENT OF SPECIAL INSPECTIONS 1 SECTION 01 4001b STATEMENT OF SI REQUIREMENTS FOR SEISMIC RESISTANCE 1 SECTION 01 4001c STATEMENT OF SI REQUIREMENTS FOR WIND RESISTANCE 1 SECTION 01 4001d SCHEDULE OF SPECIAL INSPECTIONS 9 SECTION 01 4001e FINAL REPORT OF SPECIAL INSPECTIONS 1 SECTION 01 4200 REFERENCES 2 SECTION 01 4339 EXTERIOR WALLS MOCKUPS 6 SECTION 01 5639 - TEMPORARY TREE AND PLANT PROTECTION 2 SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 6 FORM CMW-1; CONSTRUCTION WASTE IDENTIFICATION 1 FORM CMW-2; DEMOLITION WASTE IDENTIFICATION 1 FORM CMW-3; CONSTRUCTION WASTE REDUCTION WORK PLAN 1 FORM CMW-4; DEMOLITION WASTE REDUCTION WORK PLAN 1 FORM CMW-7; CONSTRUCTION WASTE REDUCTION PROGRESS REPORT 1 FORM CMW-8; DEMOLITION WASTE REDUCTION PROGRESS REPORT 1 SECTION 01 7900 DEMONSTRATION AND TRAINING 5 SECTION 01 8113.13 SUSTAINABLE DESIGN REQUIREMENTS LEED 2009 FOR NEW

CONSTRUCTION 6 LEED CHECKLIST (2017-0308) 1 SECTION 01 9113 GENERAL COMMISSIONING REQUIREMENTS 33

APPENDIX

GEOTECH REPORT Proposed BKESAC and PLINTH (AU # 15-157) dated





September 8, 2016 59

VOLUME 2 OF 3 DIVISION 02 - EXISTING CONDITIONS

SECTION 02 0140 PROTECTION OF TREES, SHRUBS, AND GROUNDCOVERS SECTION 02 4119 - SELECTIVE STRUCTURE DEMOLITION

DIVISION 03 - CONCRETE

SECTION 03 0413 COMMON SUBMITTAL REQUIREMENTS SECTION 03 0513 - COMMON WORK RESULTS FOR CAST-IN PLACE CONCRETE SLABS SECTION 03 3000 - CAST-IN-PLACE CONCRETE SECTION 03 3053 - MISCELLANEOUS CAST-IN-PLACE CONCRETE SECTION 03 3816 UNBONDED POST-TENSIONED CONCRETE SECTION 03 4500 PRECAST ARCHITECTURAL CONCRETE

DIVISION 04 - MASONRY

SECTION 04 0413 COMMON SUBMITTAL REQUIREMENTS SECTION 04 1000 MORTAR SECTION 04 1100 CEMENT GROUT FOR REINFORCED MASONRY SECTION 04 1500 MASONRY REINFORCMENT AND ACCESSORIES SECTION 04 2000 - UNIT MASONRY SECTION 04 2200 CONCRETE UNIT MASONRY SECTION 04 2613 - MASONRY VENEER

DIVISION 05 - METALS

SECTION 05 0413 COMMON SUBMITTAL REQUIREMENTS SECTION 05 1200 - STRUCTURAL STEEL FRAMING SECTION 05 2100 STEEL JOISTS SECTION 05 3100 - STEEL DECKING SECTION 05 4000 - COLD-FORMED METAL FRAMING SECTION 05 5000 - METAL FABRICATIONS SECTION 05 5113 - METAL PAN STAIRS SECTION 05 5213 - PIPE AND TUBE RAILINGS SECTION 05 5813 - COLUMN COVERS SECTION 05 7100 - DECORATIVE METAL STAIRS SECTION 05 7313 - GLAZED DECORATIVE METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

SECTION 06 0413 COMMON SUBMITTAL REQUIREMENTS SECTION 06 1053 - MISCELLANEOUS ROUGH CARPENTRY SECTION 06 1600 SHEATHING SECTION 06 2023 INTERIOR FINISH CARPENTRY SECTION 06 4116 - PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS SECTION 06 4400 ORNAMENTAL WOOKWORK





DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 07 0413 COMMON SUBMITTAL REQUIREMENTS SECTION 07 1113 - BITUMINOUS DAMPPROOFING SECTION 07 1326 - SELF-ADHERING SHEET WATERPROOFING SECTION 07 1413 - HOT FLUID-APPLIED RUBBERIZED ASPHALT WATERPROOFING SECTION 07 1619 METAL OXIDE WATERPROOFING SECTION 07 2100 - THERMAL INSULATION SECTION 07 2119 FORMED-IN-PLACE INSULATION SECTION 07 2129 SPRAY-ON ACOUSTICAL INSULATION SECTION 07 2726 - FLUID-APPLIED MEMBRANE AIR BARRIERS SECTION 07 3113 - ASPHALT SHINGLES SECTION 07 4213.53 - METAL SOFFIT PANELS SECTION 07 5416 ETHYLENE INTERPOLYMER (KEE) ROOFING SECTION 07 6200 - SHEET METAL FLASHING AND TRIM SECTION 07 7100 - ROOF SPECIALTIES SECTION 07 7200 - ROOF ACCESSORIES SECTION 07 8100 - APPLIED FIREPROOFING SECTION 07 8413 - PENETRATION FIRESTOPPING SECTION 07 8443 - JOINT FIRESTOPPING SECTION 07 9200 - JOINT SEALANTS SECTION 07 9219 - ACOUSTICAL JOINT SEALANTS SECTION 07 9513.13 - INTERIOR EXPANSION JOINT COVER ASSEMBLIES SECTION 07 9513.16 - EXTERIOR EXPANSION JOINT COVER ASSEMBLIES

DIVISION 08 - OPENINGS

SECTION 08 0413 COMMON SUBMITTAL REQUIREMENTS SECTION 08 1113 - HOLLOW METAL DOORS AND FRAMES SECTION 08 1216 ALUMINUM FRAMES SECTION 08 1416 - FLUSH WOOD DOORS SECTION 08 3000 TORNADO RESISTANT OPENING SYSTEMS SECTION 08 3113 - ACCESS DOORS AND FRAMES SECTION 08 3323 - OVERHEAD COILING DOORS SECTION 08 3613 - SECTIONAL DOORS SECTION 08 4113 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS SECTION 08 4413 - GLAZED ALUMINUM CURTAIN WALLS SECTION 08 5113 ALUMINUM WINDOWS SECTION 08 7100 DOOR HARDWARE SECTION 08 7113 - AUTOMATIC DOOR OPERATORS SECTION 08 8000 - GLAZING SECTION 08 8813 - FIRE-RESISTANT GLAZING SECTION 08 9119 - FIXED LOUVERS

DIVISION 09 - FINISHES

SECTION 09 0413 COMMON SUBMITTAL REQUIREMENTS SECTION 09 0561.13 - MOISTURE VAPOR EMISSION CONTROL SECTION 09 2116.23 - GYPSUM BOARD SHAFT WALL ASSEMBLIES SECTION 09 2216 - NON-STRUCTURAL METAL FRAMING SECTION 09 2900 - GYPSUM BOARD SECTION 09 3013 - CERAMIC TILING SECTION 09 5113 - ACOUSTICAL PANEL CEILINGS





DIVISION 09 FINISHES (CONT.) SECTION 09 5426 - SUSPENDED WOOD CEILINGS SECTION 09 6513 - RESILIENT BASE AND ACCESSORIES SECTION 09 6519 - RESILIENT TILE FLOORING SECTION 09 6623 - RESINOUS MATRIX TERRAZZO FLOORING SECTION 09 6813 - TILE CARPETING SECTION 09 7723 - FABRIC-WRAPPED PANELS SECTION 09 8436 SOUND ABSORBING CEILING UNITS SECTION 09 9123 - INTERIOR PAINTING SECTION 09 9600 - HIGH-PERFORMANCE COATINGS

DIVISION 10 - SPECIALTIES

SECTION 10 0413 COMMON SUBMITTAL REQUIREMENTS SECTION 10 1400 EXTERIOR SIGNAGE SECTION 10 1419 DIMENSIONAL LETTER SIGNAGE SECTION 10 1423 - PANEL SIGNAGE SECTION 10 2113.14 - STAINLESS-STEEL TOILET COMPARTMENTS SECTION 10 2219 - DEMOUNTABLE PARTITIONS SECTION 10 2239 - FOLDING PANEL PARTITIONS SECTION 10 2600 - WALL AND DOOR PROTECTION SECTION 10 2800 - TOILET, BATH, AND LAUNDRY ACCESSORIES SECTION 10 4413 - FIRE PROTECTION CABINETS SECTION 10 4416 - FIRE EXTINGUISHERS

DIVISION 11 - EQUIPMENT

SECTION 11 0413 COMMON SUBMITTAL REQUIREMENTS SECTION 11 2429 - FACILITY FALL PROTECTION SECTION 11 3100 - RESIDENTIAL APPLIANCES SECTION 11 5305 MISCELLANEOUS EQUIPMENT

DIVISION 12 - FURNISHINGS

SECTION 12 0413 COMMON SUBMITTAL REQUIREMENTS SECTION 12 2113 - LOUVER BLINDS SECTION 12 2413 ROLLER WINDOW SHADES SECTION 12 3553 GENERAL REQUIREMENTS FOR CASE WORK AND FUME HOODS SECTION 12 3553.19 - WOOD LABORATORY CASEWORK SECTION 12 3661.19 QUARTZ AGGLOMERATE COUNTERTOPS SECTION 12 9300 - SITE FURNISHINGS

DIVISION 13 - SPECIAL CONSTRUCTION

NOT APPLICABLE





DIVISION 14 - CONVEYING EQUIPMENT

SECTION 14 0413 COMMON SUBMITTAL REQUIREMENTS SECTION 14 2100 - ELECTRIC TRACTION ELEVATORS SECTION 14 4200 WHEELCHAIR LIFTS

VOLUME 3 OF 3 DIVISION 21 - FIRE SUPPRESSION

SECTION 21 0413 COMMON SUBMITTAL REQUIREMENTS FOR FIRE SUPRESSION SECTION 21 0533 HEAT TRACING FOR FIRE-SUPRESSION PIPING SECTION 21 0700 FIRE SUPRESSION SYSTEMS INSULATION SECTION 21 1200 - FIRE-SUPPRESSION STANDPIPES SECTION 21 1313 - WET-PIPE SPRINKLER SYSTEMS SECTION 21 3113 - ELECTRIC-DRIVE, CENTRIFUGAL FIRE PUMPS SECTION 21 3400 - PRESSURE-MAINTENANCE PUMPS SECTION 21 3900 CONTROLLERS FOR FIRE PUMP DRIVERS

DIVISION 22 - PLUMBING

SECTION 22 0413 - COMMON MOTOR REQUIREMENTS SECTION 22 0513 - COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT SECTION 22 0516 - EXPANSION FITTINGS AND LOOPS FOR PLUMBING PIPING SECTION 22 0517 - SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING SECTION 22 0518 - ESCUTCHEONS FOR PLUMBING PIPING SECTION 22 0519 - METERS AND GAGES FOR PLUMBING PIPING SECTION 22 0523.12 - BALL VALVES FOR PLUMBING PIPING SECTION 22 0523.13 - BUTTERFLY VALVES FOR PLUMBING PIPING SECTION 22 0523.14 - CHECK VALVES FOR PLUMBING PIPING SECTION 22 0523.15 - GATE VALVES FOR PLUMBING PIPING SECTION 22 0529 - HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT SECTION 22 0548 - VIBRATION AND SEISMIC CONTROLS FOR PLUMBING PIPING

AND EQUIPMENT SECTION 22 0553 - IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT SECTION 22 0716 - PLUMBING EQUIPMENT INSULATION SECTION 22 0719 - PLUMBING PIPING INSULATION SECTION 22 1113 - FACILITY WATER DISTRIBUTION PIPING SECTION 22 1116 - DOMESTIC WATER PIPING SECTION 22 1119 - DOMESTIC WATER PIPING SPECIALTIES SECTION 22 1123 - DOMESTIC WATER PUMPS SECTION 22 1123.13 - DOMESTIC-WATER PACKAGED BOOSTER PUMPS SECTION 22 1313 - FACILITY SANITARY SEWERS SECTION 22 1316 - SANITARY WASTE AND VENT PIPING SECTION 22 1319 - SANITARY WASTE PIPING SPECIALTIES SECTION 22 1323 - SANITARY WASTE INTERCEPTORS





DIVISION 22 PLUMBING (CONTINUED) SECTION 22 1413 - FACILITY STORM DRAINAGE PIPING SECTION 22 1423 - STORM DRAINAGE PIPING SPECIALTIES SECTION 22 1429 - SUMP PUMPS SECTION 22 1513 - GENERAL-SERVICE COMPRESSED-AIR PIPING SECTION 22 1519 - GENERAL-SERVICE PACKAGED AIR COMPRESSORS AND RECEIVERS SECTION 22 4100 - RESIDENTIAL PLUMBING FIXTURES SECTION 22 4213.13 - COMMERCIAL WATER CLOSETS SECTION 22 4213.16 - COMMERCIAL URINALS SECTION 22 4216.13 - COMMERCIAL LAVATORIES SECTION 22 4216.16 - COMMERCIAL SINKS SECTION 22 4500 - EMERGENCY PLUMBING FIXTURES SECTION 22 4716 - PRESSURE WATER COOLERS

DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

SECTION 23 0413 COMMON SUBMITTAL REQUIREMENTS SECTION 23 0513 - COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT SECTION 23 0517 - SLEEVES AND SLEEVE SEALS FOR HVAC PIPING SECTION 23 0518 - ESCUTCHEONS FOR HVAC PIPING SECTION 23 0519 - METERS AND GAGES FOR HVAC PIPING SECTION 23 0523 - GENERAL-DUTY VALVES FOR HVAC PIPING SECTION 23 0529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT SECTION 23 0548.13 - VIBRATION CONTROLS FOR HVAC SECTION 23 0553 - IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT SECTION 23 0593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC SECTION 23 0713 - DUCT INSULATION SECTION 23 0716 - HVAC EQUIPMENT INSULATION SECTION 23 0719 - HVAC PIPING INSULATION SECTION 23 0800 - COMMISSIONING OF HVAC SECTION 23 0900 INSTRUMENTATION AND CONTROL FOR HVAC SECTION 23 1123 FACILITY NATURAL-GAS PIPING SECTION 23 2113 - HYDRONIC PIPING SECTION 23 2116 - HYDRONIC PIPING SPECIALTIES SECTION 23 2123 - HYDRONIC PUMPS SECTION 23 3113 - METAL DUCTS SECTION 23 3300 - AIR DUCT ACCESSORIES SECTION 23 3423 - HVAC POWER VENTILATORS SECTION 23 3600 - AIR TERMINAL UNITS SECTION 23 3713 - DIFFUSERS, REGISTERS, AND GRILLES SECTION 23 3723 - HVAC GRAVITY VENTILATORS SECTION 23 5700 - HEAT EXCHANGERS FOR HVAC SECTION 23 6313 - VARIABLE REFRIGERANT FLOW AIR CONDITIONING SYSTEM SECTION 23 7313 - MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS SECTION 23 8219 - FAN COIL UNITS SECTION 23 8239 - UNIT HEATERS

DIVISION 25 - INTEGRATED AUTOMATION

NOT APPLICABLE





DIVISION 26 - ELECTRICAL

SECTION 26 0413 COMMON SUBMITTAL REQUIREMENTS SECTION 26 0519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES SECTION 26 0523 - CONTROL-VOLTAGE ELECTRICAL POWER CABLES SECTION 26 0526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS SECTION 26 0529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS SECTION 26 0533 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS SECTION 26 0536 - CABLE TRAYS FOR ELECTRICAL SYSTEMS SECTION 26 0544 - SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS

AND CABLING SECTION 26 0553 IDENTIFICATION FOR ELECTRICAL SYSTEMS SECTION 26 0572 OVERCURRENT PROTECTIVE DEVICE SHORT CIRCUIT STUDY SECTION 26 0573 OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY SECTION 26 0574 OVERCURRENT PROTECTIVE DEVICE ARC-FLASH STUDY SECTION 26 0923 LIGHTING CONTROL DEVICES SECTION 26 0936 MODULAR DIMMING CONTROLS SECTION 26 0943 NETWORK LIGHTING CONTROLS SECTION 26 2200 - LOW-VOLTAGE TRANSFORMERS SECTION 26 2413 SWITCHBOARDS SECTION 26 2416 PANELBOARDS SECTION 26 2726 WIRING DEVICES SECTION 26 2813 - FUSES SECTION 26 2816 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS SECTION 26 2913 - ENCLOSED CONTROLLERS SECTION 26 2923 VARIABLE-FREQUENCY MOTOR CONTROLLERS SECTION 26 3213 ENGINE GENERATORS SECTION 26 3323.11 CENTRAL BATTERY EQUIPMENT FOR EMERGENCY LIGHTING SECTION 26 3600 TRANSFER SWITCHES SECTION 26 4113 - LIGHTNING PROTECTION FOR STRUCTURES SECTION 26 5100 INTERIOR LIGHTING SECTION 26 5600 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

NOT APPLICABLE DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

SECTION 28 0413 COMMON SUBMITTAL REQUIREMENTS FOR ELECTRONIC SAFETY AND SECURITY

SECTION 28 1300 ACCESS CONTROL SYSTEMS SECTION 28 2300 VIDEO SURVEILLANCE SYSTEMS SECTION 28 3111 - DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM





DIVISION 31 - EARTHWORK

SECTION 31 1000 - SITE CLEARING SECTION 31 2000 EARTHMOVING SECTION 31 2319 DEWATERING SECTION 31 2810 LANDSCAPE EDGING SECTION 31 5000 - EXCAVATION SUPPORT AND PROTECTION SECTION 31 6217 STEEL MICROPILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

SECTION 32 0413 COMMON SUBMITTAL REQUIREMENTS FOR EXTERIOR IMPROVEMENTS SECTION 32 1216 - ASPHALT PAVING SECTION 32 1313 - CONCRETE PAVEMENT SECTION 32 1413.13 - UNIT PAVERS SECTION 32 1540 CRUSHED STONE SURFACING SECTION 32 1723 PAVEMENT MARKINGS SECTION 32 1823.26 TURF ROOT ZONE MEDIA SECTION 32 8400 IRRIGATION SECTION 32 9100 - BIOSWALE ROOT ZONE SECTION 32 9113.19 TOPSOIL SECTION 32 9200 - TURF AND GRASSES SECTION 32 9300 PLANTING SECTION 32 9500 VEGETATED ROOF ASSEMBLIES

DIVISION 33 - UTILITIES

SECTION 33 0130.33 PIPE BURSTING SECTION 33 4100 - STORM UTILITY DRAINAGE PIPING SECTION 33 4616 UNDERDRAINS AND SUBSURFACE DRAINAGE

DIVISIONS 34 THROUGH 48

NOT APPLICABLE END OF TABLE OF CONTENTS

SmithGroupJJR #21189.000 BC#2016344 Auburn University Auburn University Project Number: 15-157 Brown Kopel Engineering Student Achievement Center Issued for Bid / Permit 16 March 2017

SECTION 02 0140 PROTECTION OF TREES, SHRUBS AND GROUNDCOVERS

PART 1 - GENERAL 1.01 Drawings and general provisions of the Contract, including General and Supplementary Conditions and

Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY:

A. Work Included: Provide all plant, labor, equipment, appliances, materials and services as required for the care, maintenance and protection of trees, shrubs and groundcover, complete, in accord with the Drawings and/or this Section.

B. Related work includes: 1. Section 02 41 00 - Site Preparation And Demolition; 2. Section 31 20 00 - Earthwork.

1.03 PROTECTION OF TREES, SHRUBS AND GROUNDCOVERS: A. Existing trees, shrubs and groundcovers not indicated on the Drawings to be removed or relocated

are at all times to be carefully preserved and protected against any possible injury during the process of the Work.

B. All tree and plant protection operations and procedures to be in conformance with Section G10 (Site Preparation), Article 5 (Tree and Plant Protection) and Appendix A (Details and General Notes) found within the Auburn University Design and Construction Standards, latest revision. Furthermore, all tree protection and plant directives included in the Auburn University Design and Construction Standards shall supersede any directives within this Section found to be in conflict.

C. Conduct no work within the "spread" of trees, shrubs and groundcovers except as specified or as expressly directed by the Landscape Architect.

D. Protect trees, shrubs and groundcovers from damage of any sort, either above or below grade. Cut no roots or branches without Landscape Architect's written approval. Allow no compaction of soil within the "spread" of trees, shrubs and groundcovers. Trucks, other equipment and pedestrian traffic will not be allowed at any time within the spread of trees, shrubs or groundcovers. Conduct no burning near any trees, shrubs or groundcovers. No storage or stockpiling will be allowed within the spread of trees, shrubs or groundcovers.

E. Particular attention will be paid to trees, shrubs and groundcovers within the limits of work of this Contract. Erect suitable temporary chain link fencing or other approved barrier around the spread of trees, shrubs and groundcovers. Make immediate repairs of any damage to temporary fencing and/or barriers and maintain intact at all times. Allow no activities within areas bounded by temporary fencing and/or barriers except as expressly directed in writing by the Landscape Architect.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION 3.01 EXCAVATION AROUND TREES:

A. Where excavation around existing trees not to be removed or relocated is required for installation of Contract Work, proceed as follows: Contact Auburn University Arborist for approval to carry out such work. Proceed as directed according to the items below. 1. Where trenching for utilities is required within spread, tunnel under or around roots by

hand digging. Do not cut main lateral roots or tap roots; cut smaller roots which interfere with installation of new work. Cut roots with sharp pruning instruments; do not break or chop.

2. Where excavating for new construction is required within spread of trees, hand excavate to minimize damage to root systems. Provide sheeting at excavations if required. Use narrow tine spading forks and comb soil to expose roots.

3. Relocate roots in backfill areas wherever possible. If large, main lateral roots are encountered, expose beyond excavation limits as required to bend and relocate without breaking. If encountered immediately adjacent to location of new construction and relocation is not practical, cut roots approximately three inches (3") back from new construction.

PROTECTION OF TREES, SHRUBS AND GROUNDCOVERS 02 0140 - !1

SmithGroupJJR #21189.000 BC#2016344 Auburn University Auburn University Project Number: 15-157 Brown Kopel Engineering Student Achievement Center Issued for Bid / Permit 16 March 2017

4. Do not allow exposed roots to dry out before permanent backfill is placed; provide temporary earth cover or pack with peat moss and wrap with burlap. Water and maintain in moist condition and temporarily support and protect from damage until permanently relocated and covered with earth.

5. Prune branches to balance loss to root system caused by damage or cutting of root system as directed by the Landscape Architect.

3.02 REPAIR, REPLACEMENT AND PENALTY RELATIVE TO TREES, SHRUBS AND GROUNDCOVERS:

A. Repair trees, shrubs and groundcovers damaged by construction operations in a manner acceptable to the Landscape Architect. Make repairs promptly after damage occurs to prevent progressive deterioration of damaged materials.

B. Remove and replace dead and damaged trees, shrubs and groundcovers which are determined by the Landscape Architect to be incapable of restoration to normal growth pattern. Provide new materials of same size and species as those replaced, and plant and maintain as required.

C. Trees within the Tree Protection Zone (TPZ) or otherwise noted to be saved will be valued as indicated below. For careless, accidental damage or fatal injury to said trees(s), Contractor will be assessed a penalty equal to the value of the tree per the tree valuation schedule below. Determination of death or fatal injury will be made by the University Arborist.

TREE VALUATION SCHEDULE, AUBURN UNIVERSITY All measurements are for caliper taken as diameter at breast height (DBH). For purpose of this

schedule, breast height is 4-6 above grade.

1- 3 = $200.00/ inch caliper, Above 3 and up to 6 = $300.00/ inch caliper, Above 6 and up to 9 = $400.00/ inch caliper, Above 9 and up to 12 = $500.00/ inch caliper, Above 12 and up to 15 = $600.00/ inch caliper, Above 15 = $700.00/ inch caliper

3.03 PENALTIES RELATIVE TO VIOLATION OF THE TREE PROTECTION ZONE (TPZ) A. Tree protection zones (TPZ) are established at the size indicated in the contract documents.

Contact Auburn University Arborist for review and approval prior to commencing work. B. If the TPZ must be reduced or modified during construction for any reason, the University Arborist

and Construction Project Manager must be notified immediately and the TPZ must not be modified until written approval is given. If the TPZ is modified without written approval, penalties will be a reflection of the amount of the reduction of undisturbed area expressed as a percentage (%) of the disturbed area to the area of the tree protection zone times the overall value of the tree(s) as determined in item 3.2 C above, Tree Valuation Schedule.

C. If the TPZ is disturbed without written approval, penalties will ensue at 25% of the value of the impacted tree(s) based on the Tree Valuation Schedule.

D. If direct damage occurs to any protected tree within the indicated TPZ, penalties will ensue of up to 100% of the calculated value of the tree as determined in the Tree Valuation Schedule and including disturbance of the surrounding protected site.

3.04 DISPOSAL: Burning of removed trees, shrubs and groundcovers and branches is not permitted on the site. Remove excess excavation, displaced material and trimmings and legally dispose of off the Owner's property.

END OF SECTION 02 0140

PROTECTION OF TREES, SHRUBS AND GROUNDCOVERS 02 0140 - !2

Foresite Group #857.001 Auburn University Project Number: 15-157 BC# 2016344

Auburn University Engineering Student Achievement Center

Issued for Bid / Permit 16 March 2017

SECTION 02 4119 - SELECTIVE STRUCTURE DEMOLITION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Demolition and removal of selected portions of building or structure. 2. Demolition and removal of selected site elements. 3. Salvage of existing items to be reused or recycled.

1.3 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or removed and reinstalled.

B. Remove and Salvage: Carefully detach from existing construction, in a manner to prevent damage, and deliver to Owner.

C. Remove and Reinstall: Detach items from existing construction, prepare for reuse, and reinstall where indicated.

D. Existing to Remain: Existing items of construction that are not to be permanently removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

1.4 PREINSTALLATION MEETINGS

A. Predemolition Conference: Conduct conference at Project site.

1.5 INFORMATIONAL SUBMITTALS

A. Qualification Data: For refrigerant recovery technician. B. Predemolition Photographs or Video: Submit before Work begins. C. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician.

1.6 CLOSEOUT SUBMITTALS

A. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes.

1.7 QUALITY ASSURANCE

A. Refrigerant Recovery Technician Qualifications: Certified by an EPA-approved certification program.

SELECTIVE STRUCTURE DEMOLITION 02 4119 - 1




1.8 FIELD CONDITIONS

A. Owner may occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted.

B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. Hazardous materials will be removed by Owner before start of the Work. 2. If suspected hazardous materials are encountered, do not disturb; immediately

notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.

E. Storage or sale of removed items or materials on-site is not permitted. F. Utility Service: Maintain existing utilities indicated to remain in service and protect them

against damage during selective demolition operations. 1. Maintain fire-protection facilities in service during selective demolition operations.

1.9 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials so as not to void existing warranties.

PART 2 - PRODUCTS

2.1 PEFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI/ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition operations.

B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.

C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect.

D. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs.





3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished.

1. Owner will arrange to shut off indicated services/systems when requested by Contractor.

2. If services/systems are required to be removed, relocated, or abandoned, provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building.

3. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC systems, equipment, electrical/data conduits and components indicated to be removed.

a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material.

b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material.

c. Equipment to Be Removed: Disconnect and cap services and remove equipment.

d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational.

e. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner.

f. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug remaining ducts with same or compatible ductwork material.

g. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material.

C. Refrigerant: Remove refrigerant from mechanical equipment to be selectively demolished according to 40 CFR 82 and regulations of authorities having jurisdiction.

3.3 PREPARATION

A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure no interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.

1. Comply with requirements for access and protection specified in Division 01 Section "Temporary Facilities and Controls."

B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

C. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.





3.4 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain.

2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

4. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

5. Dispose of demolished items and materials promptly.

B. Removed and Salvaged Items:

1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until delivery to Owner. 4. Transport items to Owner's storage area designated by Owner. 5. Protect items from damage during transport and storage.

C. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse. 2. Pack or crate items after cleaning and repairing. Identify contents of containers. 3. Protect items from damage during transport and storage. 4. Reinstall items in locations indicated. Comply with installation requirements for new

materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and reinstalled in their original locations after selective demolition operations are complete.

3.5 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill.





1. Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent

surfaces and areas.

3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.

B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off Owner's property and legally dispose of

them.

3.6 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.

END OF SECTION




Issued for Bid / Permit16 MAR 2017

SECTION 03 0413 - COMMON SUBMITTAL REQUIREMENTS

GENERALPART 1 -

RELATED DOCUMENTS1.1

Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.Division 01 Specification Sections, apply to this Section.

SUMMARY1.2

This Section includes the following:A.Supplementary administrative and procedural requirements for submitting Shop Drawings, Product1.Data, Samples, and other submittals specific to the work of this Division.

Related Requirements:B.Division 01 submittal requirements.1.

DEFINITIONS1.3

Contractor: Refers to an entity in direct Contract with the Owner to furnish and/or perform any portion ofA.the Work of the Contract, including but not limited to a Construction Manager.

Contractor shall review and approve Product Submittals prior to fowarding them to the Architect.1.

Product Submittals: In general, Product Submittals show characteristics of the proposed construction inB.one of the following forms:

Shop Drawings.1.Product Data.2.Samples.3.

Action Submittals: Written and graphic information and physical samples that require Architect's andC.Construction Manager's responsive action. Action submittals are those submittals indicated in individualSpecification Sections as "action submittals."

Informational Submittals: Written and graphic information and physical samples that do not requireD.Architect's and Construction Manager's responsive action. Submittals may be rejected for not complyingwith requirements. Informational submittals are those submittals indicated in individual SpecificationSections as "informational submittals."

Submittal Review Sheet: Specific form required to accompany each submittal. Obtain Submittal ReviewE.Sheet from the SmithGroupJJR Project Manager.

SUBMITTAL ADMINISTRATIVE REQUIREMENTS1.4

Requirements specified for submittals are intended to provide efficient handling, while permitting reviewA.responsibilities to be carried out.

Avoidable Resubmittals: The first two reviews of each specified submittal will be processed without cost toB.the Contractor. After the second review, the Owner may charge the Contractor for the cost of suchadditional processing, unless the processing results from approved Change Orders causing revisions topreviously approved submittals.

Coordination: Coordinate preparation and processing of submittals with performance of constructionC.activities.

Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and1.related activities that require sequential activity.Submit all submittal items required for each Specification Section concurrently unless partial2.submittals for portions of the Work are indicated on approved submittal schedule.Submit action submittals and informational submittals required by the same Specification Section3.as separate packages under separate transmittals.Coordinate transmittal of different types of submittals for related parts of the Work so processing4.will not be delayed because of need to review submittals concurrently for coordination.

Architect and Construction Manager reserve the right to withhold action on a submittala.requiring coordination with other submittals until related submittals are received.

COMMON SUBMITTAL REQUIREMENTS 03 0413 - 1




Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time forD.review shall commence on Architect's Construction Manager's receipt of submittal. No extension of theContract Time will be authorized because of failure to transmit submittals enough in advance of the Workto permit processing, including resubmittals.

Initial Review: Allow 10 business days for initial review of each submittal. Allow additional time if1.coordination with subsequent submittals is required.When a large volume of submittal materials is scheduled, additional review time may be required.2.Similarly, a particular submittal may require review completion in less than the agreed normal time.Due to variations in submittal volume and processing needs, agreed review time is not intended toapply to extreme conditions.Resubmittal Review: Allow 10 business days for review of each resubmittal.3.Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, or4.other parties is indicated, allow 15 business days for initial review of each submittal.

Maintain at the Project Site ready access to the latest reviewed Shop Drawings and Product Data, and oneE.set of samples.

PRODUCTS NOT USEDPART 2 -

EXECUTIONPART 3 -

CONTRACTOR'S REVIEW3.1

Action and Informational Submittals: Review each submittal and check for coordination with other Work ofA.the Contract and for compliance with the Contract Documents. Note corrections and field dimensions.Combine with Submittal Review Sheet before submitting to Architect and Construction Manager.

Submittal Compliance Form: Allowed in lieu of some product data and sample submittals. See1.individual specification sections for specific allowable use. By submitting the form, the Contractorcertifies that all products specified in the Section are being submitted exactly as indicated, includingall options and features indicated, with no substitutions or comparable products. Where aBasis-of-Design manufacturer/product is indicated, along with a list of other manufacturers, theContractor certifies that only the Basis-of-Design manufacturer/product will be provided and not anyother listed manufacturers/products. Where a single manufacturer/product is indicated, even ifspecified as "available manufacturer" or manufacturer "included but not limited to the following",Contractor certifies that only the indicated single manufacturer/product will be provided.

Obtain a copy of the Submittal Compliance Form from the Architect, fill in the informationa.required and include as a line item on the Submittal Cover Sheet for each applicableSubmittal.Upon receipt, the Architect will complete the form in the space below "Architect Action" andb.indicate the Action on the Submittal Cover Sheet.

Project Closeout and Maintenance Material Submittals: See requirements in Division 01.B.

Be responsible for quantities, weights, and dimensions to be confirmed and correlated at the site; forC.information that pertains solely to the fabrication processes and to the means, methods, techniques,sequences, and procedures of construction; and for coordination of the work of every trade, supplier, andsubcontractor.

Be responsible for each submittal to be in conformance with information given and the design intentD.expressed in the Contract Documents.

Provide with each submittal specific written notice of any variation from the requirements of the ContractE.Documents by causing a specific notation to be made on the Submittal Review Sheet and SubmittalTransmittal.

SUBMITTAL TRANSMITTAL REQUIREMENTS3.2

Submittal Transmittal shall be a PDF file in electronic format. It is recommended, to expedite the submittalA.review, the electronic form be emailed for review to the Architect as early as possible.

Submittal Numbering: See below.1.Contact Information: Full Name, Phone Number and Email Address.2.

Submittal DefinitionB.





Each submittal consists of items from only ONE Specifications section.1.Complete Submittal: If ALL the items required by the Specifications section are listed on one2.Submittal Form (including continuation sheet), it is a complete submittal.Partial Submittals: If it is necessary to divide the required items of a given Specifications section3.into two or more submittals to meet schedule or handling requirements, the separate submittals arepartial submittals. All partial submittals have the same submittal number, and are differentiated bysequential P-numbers (see below).All items in each submittal, whether complete or partial, will be processed together: Individual4.items will not be 'broken out' for special handling. Arrange submittals accordingly.

Submittal NumberingC.Number submittals as described below to assist tracking.1.Number each submittal in the format nnnnnn-nn.2.

The 6-digit number is the number of the section that requires the submittal. For example,a.044200.The 2-digit number is based on the numerical sequence of submittals from that section. Inb.other words, for each section, the first submittal is 01, the second is 02, and so on. The2-digit number does not change for partial or re-submittals, so that the submittal can betracked.P-Number for Partial Submittals: Number each partial submittal in the pee space, beginningc.with P1, and increasing by one for each partial submittal of that submittal. If the submittalis a complete submittal, leave the P space blank.R-Number for Re-submittals: Number each re-submittal in the arr space, beginning with R1,d.and increasing by one for each re-submittal of that submittal. Do not include an R-Numberfor the initial submittal.Examples:e.

Initial Complete Submittal: 044200-01. First Re-Submittal: 044200-01-R1.1)Initial Partial Submittal: 044200-01-P1. Second Partial Submittal: 0044200-01-P2.2)First Re-submittal of Second Partial Submittal: 044200-R1-P2.

SUBMITTAL REVIEW SHEET REQUIREMENTS3.3

Provide Submittal Review Sheet in PDF format. Submit as the page after the Submittal Transmittal.A.

When attached, the Submittal Review Sheet shall not obscure information contained in the submittal.B.

Do not edit any of the information contained within the Submittal Review Sheet except as follows:C.Submittal Number: See Submittal Numbering in Submittal Transmittal Requirements paragraph.1.

The Contractor shall submit the PDF file in a manner that will allow editing of the Submittal Review SheetD.fields by SmithGroupJJR and its consultants.

END OF SECTION





SECTION 03 0513 - COMMON WORK RESULTS FOR CAST-IN PLACE CONCRETE SLABS

GENERALPART 1 -

RELATED DOCUMENTS1.1

Drawings and general provisions of the Contract, including General and Supplementary Conditions andA.Division 01 Specification Sections, apply to this Section.

SUMMARY1.2

Section Includes:A.Below-slab vapor retarder.1.Liquid Floor Treatment2.Moisture vapor emission limits.3.Slab flatness and levelness tolerances.4.

Related Requirements:B.Section 03 3000 "Cast-in-Place Concrete" for formwork, reinforcement, concrete materials and1.mixes, and other requirements for concrete.Section 09 0561.13 "Moisture Vapor Emission Control" for vapor retarders applied on concrete floor2.slabs that do not meet required moisture vapor emission rates.

PREINSTALLATION MEETINGS1.3

Preinstallation Conference: Conduct conference at Project site under the active leadership of the GeneralA.Contractor.

Meet with Owner's representative, Architect, concrete Installer, finish flooring Installers, and other1.installers whose work interfaces with or affects concrete.

Notify participants a minimum of 10 business days prior to proposed meeting date.a.Conduct meeting after approval of submittals, and a minimum of 10 business days prior tob.scheduled placement of concrete slabs.

Review methods and procedures related to concrete, finish flooring materials and adhesives2.manufacturers' written instructionsReview methods related to concrete flatness and levelness tolerances.3.Review construction schedule and ACI 302.2R recommendations for concrete drying time.4.Review below-slab vapor retarder requirements, and use of blotter layer only if enclosed5.construction.Review water-cement ratio of concrete, and procedures for holding back water or use of admixtures6.to improve workability of concrete, without exceeding water-cement ratio.Review admixture procedures, if used in Concrete Moisture Action Plan.7.Review curing compound requirements if used, including compatibility with finish flooring materials8.and adhesives, and procedures for removal if required.Review moisture level test methods, including minimum number of tests and spacing for additional9.tests, grinding away of curing compounds and other foreign substances prior to testing, andcleaning requirements for holes of in-situ probe test method if used.Review concrete slab-applied vapor retarder procedures if anticipated, including re-application and10.re-testing until moisture emission requirements are met.

INFORMATIONAL SUBMITTALS1.4

Concrete Moisture Action Plan: Submit plan for complying with concrete moisture limits.A.

Concrete Tolerances Action Plan: Submit plan for complying with concrete flatness and levelnessB.tolerances.

Manufacturers' Instructions:C.For moisture limits and flatness/levelness tolerances of finish flooring materials and adhesives1.specified in other SectionsFor admixtures if used2.For curing compounds if used.3.For concrete slab-applied vapor retarder if anticipated.4.

Field Quality-Control Reports: Field testing reports by qualified testing agency.D.

COMMON WORK RESULTS FOR CAST-IN PLACE CONCRETE SLABS

03 0513 - 1




PRODUCTSPART 2 -

PERFORMANCE REQUIREMENTS2.1

Provide concrete with moisture vapor emission rate or internal relative humidity that is in accordance withA.finish flooring materials and adhesive manufacturers' written instructions, by the time the finishes will beapplied, when tested according to the technical Specification Sections and the manufacturers' writtenrequirements. General Contractor is responsible for choosing and implementing methods of limitingexcessive moisture, and for assigning and contracting for these responsibilities to suppliers and installers,including but not limited to one or more of the following:

Limit moisture during curing. Plastic moisture-retaining curing covers are preferred over other1.methods of curing. Avoiding use of continuous water-fog spray. If a curing compound is used, verifycompatibility with finish flooring materials in accordance with curing compound and finish flooringmanufacturers' written instructions, or remove curing compound using method recommended bymanufacturer without damaging concrete surface. If curing compound will remain, submitcertification from the manufacturer that curing compound will not interfere with bonding of floorcoverings used on Project.Provide temporary covers or enclosed construction to protect concrete from weather.2.Schedule to allow for drying time in accordance with ACR 302.2R and considering local seasonal3.humidity and temperatures.Provide self-leveling fast-drying concrete topping throughout for all new concrete slabs to achieve4.flatness and levelness requirements. May be used in conjunction with an intermediate layer ofepoxy surface-applied vapor retarder. Submit written recommendations of selected manufacturer.Other methods submitted by Contractor.5.If methods employed still result in moisture limit exceeding limits acceptable for finish flooring,6.provide one of the following, to be included within the original Contract Sum:

Provide surface-applied vapor retarder as specified in Section 07 2613.13 "Concretea.Slab-Applied Vapor Retarder."Provide industrial drying and dehumidification with temporary enclosure.b.

Follow applicable provisions of ACI 302.2R.B.

Do not allow total water-cement ratio to exceed indicated amount, regardless of whether water is held backC.for adding to the mix at the Project site. Comply with ACI 301: "Do not exceed the specifiedwater-cementitious material ratio or slump. Do not add water to concrete delivered in equipment notacceptable for mixing. After plasticizing or high-range water-reducing admixtures are added to theconcrete at the site to achieve flowable concrete, do not add water to the concrete. Measure slump and aircontent of air-entrained concrete after slump adjustment to verify compliance with specified requirements."

If required to improve concrete workability, use water-reducing, super-plasticizing, or other1.admixtures in accordance with ACI 212.3R and ACI 301.

BELOW-SLAB VAPOR RETARDER2.2

Low Permeance Polyolefin Sheet, Minimum 15 Mil Thickness: ASTM E 1745, Class A, maximum 0.1A.perms. Include manufacturer's recommended adhesive or pressure-sensitive tape. Subject tocompliance with requirements, provide one of the following:

Carlisle Coatings & Waterproofing, Inc.; Blackline 400.1.Fortifiber Building Systems Group; Moistop Ultra 15.2.Grace Construction Products, W. R. Grace & Co.; Florprufe 120.3.Insulation Solutions, Inc.; Viper VaporCheck 16.4.Meadows, W. R., Inc.; Perminator 15 mil.5.Raven Industries Inc.; Vapor Block II 15.6.Reef Industries, Inc.; Griffolyn 15 mil Green.7.Stego Industries, LLC; Stego Wrap 15 mil Class A.8.

Do not use a blotter layer between concrete slab on grade and vapor retarder, unless using enclosedB.construction and keeping blotter layer continually dry.

Granular Fill: See section 03 3000 of these specifications.C.

Termination Bar: Provide non-corrosive metal termination bar for below-slab vapor retarder.D.


03 0513 - 2




SELF-LEVELING FAST-DRYING TOPPING SLAB2.3

Self-leveling fast-drying concrete topping slab with intermediate layer of epoxy surface-applied vaporA.retarder. Submit written recommendations of selected manufacturer.

Available products include, but are not limited to:1.Ardex .a.High Tech Cement; manufacturer's recommended calcium-aluminate cement topping slabb.applied over manufacturer's recommended epoxy vapor retarder.

LIQUID FLOOR TREATMENTS2.4

VOC Content: Liquid floor treatments shall have a VOC content of 200 g/L or less when calculatedA.according to 40 CFR 59, Subpart D (EPA Method 24).

Penetrating Liquid Floor Treatment: Clear, chemically reactive, waterborne solution of inorganic silicate orB.siliconate materials and proprietary components; odorless; that penetrates, hardens, and densifiesconcrete surfaces.

Products: Subject to compliance with requirements, available products that may be incorporated1.into the Work include, but are not limited to, the following:

ChemMasters; Chemisil Plus.a.ChemTec Int'l; ChemTec One.b.Conspec by Dayton Superior; Intraseal.c.Curecrete Distribution Inc.; Ashford Formula.d.Dayton Superior Corporation; Day-Chem Sure Hard (J-17).e.Edoco by Dayton Superior; Titan Hard.f.Euclid Chemical Company (The), an RPM company; Euco Diamond Hard.g.Kaufman Products, Inc.; SureHard.h.L&M Construction Chemicals, Inc.; Seal Hard.i.Meadows, W. R., Inc.; LIQUI-HARD.j.Metalcrete Industries; Floorsaver.k.Nox-Crete Products Group; Duro-Nox.l.Symons by Dayton Superior; Buff Hard.m.US SPEC, Division of US Mix Products Company; US SPEC Industraseal.n.Vexcon Chemicals, Inc.; Vexcon StarSeal PS Clear.o.

EXECUTIONPART 3 -

BELOW-SLAB VAPOR RETARDER INSTALLATION3.1

Granular Course: Place vapor retarder under slab on grade on top of 4 inches minimum of granular fill,A.moisten, and compact with mechanical equipment to elevation tolerances of plus 0 inch (0 mm) or minus3/4 inch (19 mm).

Place and compact a 1/2-inch- (13-mm-) thick layer of fine-graded granular material over granular1.fill.

Sheet Vapor Retarders: Place, protect, and repair vapor retarder according to ASTM E 1643 andB.manufacturer's written instructions.

Lap joints 6 inches (150 mm) and seal with manufacturer's recommended tape.1.Seal penetrations with manufacturers recommended penetration boot or seam tape.2.

Vapor Retarder Termination: At all perimeter terminations, and elsewhere as shown, install perC.manufacturer instructions and requirements below.

Lay vapor retarder loosely, to prevent concrete from pulling on termination.1.Secure vapor retarder in place by anchoring bar to vertical surface, with butyl tape between vapor2.retarder and substrate.Install expansion anchor in each predrilled hole.3.

Bituminous Vapor Retarders: Place, protect, and repair bituminous vapor retarder according toD.manufacturer's written instructions.


03 0513 - 3




SLAB FLATNESS AND LEVELNESS TOLERANCES3.2

Finish concrete to meet the following tolerances of Specified Overall Value (SOV) and Minimum LocalA.Value (MLV), when measured according to ASTM E 1155:

APPLICATIONSFLATNESS (FF)Slab-on-Grade andElevated Slabs

LEVELNESS (FL)Slab-on-Grade andShored Elevated Slabs

Not UsedSOV:MLV:

SOV:MLV:

[Where indicated]SOV: 45MLV: 30

SOV: 35MLV: 24

Thin-set flooring, resilient floor coveringSOV: 35MLV: 24

SOV: 25MLV: 17

Carpeted floors, exposed concrete when nototherwise indicated

SOV: 25MLV: 17

SOV: 20MLV: 15

Subfloors under concrete toppings, thicksettile, and raised computer floors

SOV: 20MLV: 15

SOV: 15MLV: 10

Finish and measure surface so gap at any point between concrete surface and an unleveled, freestanding,B.10 ft. long straightedge resting on two high spots and placed anywhere on the surface does not exceed thefollowing tolerances:

APPLICATIONSSTRAIGHTEDGETOLERANCE

Indicated laboratory equipment areas 1/8 inch

Not Used 3/16 inchTypical floor application 1/4 inch

Contractor's Option: Install self-leveling fast-drying topping slab where indicated for new concrete slabs toC.achieve flatness and levelness requirements and moisture control.

LIQUID FLOOR TREATMENTS3.3

Penetrating Liquid Floor Treatment: Prepare, apply, and finish penetrating liquid floor treatment accordingA.to manufacturer's written instructions.

Remove curing compounds, sealers, oil, dirt, laitance, and other contaminants and complete1.surface repairs.Do not apply to concrete that is less than 14 days old.2.Apply liquid until surface is saturated, scrubbing into surface until a gel forms; rewet; and repeat3.brooming or scrubbing. Rinse with water; remove excess material until surface is dry. Apply asecond coat in a similar manner if surface is rough or porous.

Sealing Coat: Uniformly apply a continuous sealing coat of curing and sealing compound to hardenedB.concrete by power spray or roller according to manufacturer's written instructions.

FIELD QUALITY CONTROL3.4

Testing Agency: Owner will engage a qualified testing and inspecting agency to perform tests andA.inspections and prepare test reports.

The following testing is required:B.Floor flatness/floor levelness measurements as indicated in this Section.1.


03 0513 - 4




Moisture vapor emission rate testing and pH testing in accordance with requirements of finish2.flooring Specification Sections and manufacturer's written instructions. Use ASTM F 1869 test if thefinish flooring manufacturer does not publish acceptable MVER using ASTM F 2170. Perform threetests for the first 1000 sq. ft. of flooring. Add one test for each additional 1000 sq. ft. or fractionthereof. Conduct tests around the perimeters of the room, at columns, and where moisture may beevident.

Verify new concrete floors have cured a minimum of 28 days.a.If flooring manufacturer does not publish written instructions including the acceptable testb.results, use the following:

Calcium Chloride Test: ASTM F 1869, maximum moisture vapor transmission rate of1)3 lb of water/1000 sf (1.36 kg of water/92.9 sq. m) in 24 hours. Refer to test standardrequirements for minimum number of tests and spacing for additional tests, andgrinding away of curing compounds or other foreign substances prior to testingRelative Humidity Test: ASTM F 2170, maximum relative humidity 75 percent. Refer2)to test standard requirements for brushing and vacuuming in and around drilledholes until there is no dust.pH Test: Test paper and color gauge as available from Micro Essential Laboratory,3)with alkalinity range of 7.0 to 9.0.

END OF SECTION


03 0513 - 5

CAST-IN-PLACE CONCRETE 033000 - 1

SmithGroupJJR #21189.000 Auburn University Project Number: 15-157 BC# 2016344

Auburn UniversityEngineering Student Achievement Center


SECTION 033000 - CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes cast-in place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes, for the following:

1. Footings. 2. Foundation walls. 3. Slabs-on-grade. 4. Retaining walls.

B. Related Requirements: 1. Section 013300, Article 1.4 2. Section 312319, "Dewatering" for drainage fill under slabs-on-grade. 3. Section 321313, Concrete Pavement" for concrete pavement and walks. 4. Section 072100, "Thermal Insulation".

1.3 DEFINITIONS

A. Cementitious Materials: Portland cement alone or in combination with fly ash; subject to compliance with requirements.

1.4 PREINSTALLATION MEETINGS

A. Pre-construction Meeting: Prior to beginning concrete placement, Contractor shall schedule meeting with Architect, Testing Agency, concrete supplier, concrete placing and finishing foreman and other affected subcontractors. Discuss placing procedures, consistency and setting characteristics of the concrete, acceptability of formwork and reinforcement, acceptable tolerances and finishes, testing, curing and protection. Contractor shall be responsible for keeping minutes of meeting and distributing to attending parties

1.5 ACTION SUBMITTALS

A. Product Data: For each type of product indicated.

B. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments. 1. Indicate amounts of mixing water to be withheld for later addition at Project site.





C. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete reinforcement.

D. Submit locations of construction joints for approval.

E. Formwork Shop Drawings: Contractor shall have the Specialty Contractor design and detail the formwork to resist the anticipated loads. Design shall be adequate to support all vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until the structure can support such loads. Comply with ACI 318 and ACI 301 for design, placement and removal of formwork.

F. Shop drawings shall be signed and sealed by a qualified Engineer, who is registered in the State that the project is located.

G. As an alternate, a signed and sealed cover letter that substantiates the design information will accompany the shop drawings. The Design Engineer must review and conform in writing that the shop and erection drawings properly incorporate their design. Shop drawings shall include the design loads that were used and the compressive strength of concrete needed to avoid damage to concrete.

1.6 INFORMATION SUBMITTALS

A. Qualification Data: For testing agency.

B. Material Test Reports: For the following, from a qualified testing agency, indicating compliance with requirements: 1. Aggregates.

C. Material Certificates: For each of the following, signed by manufacturers: 1. Cementitious materials. 2. Admixtures. 3. Steel reinforcement and accessories. 4. Waterstops. 5. Curing compounds. 6. Bonding agents. 7. Vapor retarders. 8. Semi-rigid joint filler.

D. Floor surface flatness and levelness measurements to determine compliance with specified tolerances.

E. Field quality-control test and inspection reports.





1.7 QUALITY ASSURANCE

A. Installer Qualifications: A qualified installer who employs on Project personnel qualified as ACI-certified Flatwork Technician and Finisher and a supervisor who is an ACI-certified Concrete Flatwork Technician.

B. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94 requirements for production facilities and equipment. 1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed

Concrete Production Facilities."

C. Testing Agency Qualifications: An independent agency, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated, as documented according to ASTM E 548. 1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing

Technician, Grade 1, according to ACI CP-01 or an equivalent certification program.

2. Personnel performing laboratory tests shall be ACI-certified Concrete Strength Testing Technician and Concrete Laboratory Testing Technician - Grade I. Testing Agency laboratory supervisor shall be an ACI-certified Concrete Laboratory Testing Technician - Grade II.

D. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from one source, and obtain admixtures through one source from a single manufacturer.

E. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents: 1. ACI 301, "Specification for Structural Concrete," Sections 1 through 5 and

Section 7, "Lightweight Concrete." 2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."

F. Concrete Testing Service: Concrete testing shall be performed by an independent testing agency selected and paid by Owner. The Contractor shall be responsible for all costs associated with retesting of materials and/or installations failing to comply with contract criteria.

1.8 DELIVERY, STORAGE, AND HANDLING

A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage.

B. Deliver reinforcement in bundles with waterproof tags. Maintain tags attached until material is incorporated into work.

C. Prevent accumulation of rust or debris on reinforcement during storing. Store off ground and under cover.





D. Waterstops: Store waterstops under cover to protect from moisture, sunlight, dirt, oil, and other contaminants.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 1. Products: Subject to compliance with requirements, provide one of the products

specified. 2. Manufacturers: Subject to compliance with requirements, provide products by

one of the manufacturers specified.

2.2 FORM-FACING MATERIALS

A. Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints. 1. Plywood, metal, or other approved panel materials.

B. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit.

C. Forms for Cylindrical Columns, Pedestals, and Supports: Metal, glass-fiber-reinforced plastic, paper, or fiber tubes that will produce surfaces with gradual or abrupt irregularities not exceeding specified formwork surface class. Provide units with sufficient wall thickness to resist plastic concrete loads without detrimental deformation.

D. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch, minimum.

E. Rustication Strips: Wood, metal, PVC, or rubber strips, kerfed for ease of form removal.

F. Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 1. Formulate form-release agent with rust inhibitor for steel form-facing materials.

G. Form Ties: Factory-fabricated, removable or snap-off metal or glass-fiber-reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. 1. Furnish ties that, when removed, will leave holes no larger than 1 inch in

diameter in concrete surface.

2.3 STEEL REINFORCEMENT

A. Reinforcing Bars: ASTM A 615, Grade 60, deformed. Bent bars shall be bent cold.





B. Steel Bar Mats: ASTM A 184, fabricated from ASTM A 615, Grade 60, or ASTM A 706, deformed bars, assembled with clips.

C. Plain-Steel Wire: ASTM A 1064, as drawn.

D. Deformed-Steel Wire: ASTM A 496.

E. Deformed-Steel Welded Wire Reinforcement: ASTM A 497, flat sheet.

2.4 REINFORCEMENT ACCESSORIES

A. Joint Dowel Bars: ASTM A 615, Grade 60, plain-steel bars, cut bars true to length with ends square and free of burrs.

B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows: 1. For concrete surfaces exposed to view where legs of wire bar supports contact

forms, use CRSI Class 1 plastic-protected steel legs.

2.5 CONCRETE MATERIALS

A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project: 1. Portland Cement: ASTM C 150, Type I or I/II. 2. Fly Ash: ASTM C 618, Type F or C. No more than 20% allowed in concrete.

Architectural exposed concrete shall not contain fly ash or other pozzolans in its mix.

B. Normal-Weight Aggregates: ASTM C 33, coarse aggregate or better, graded. Provide aggregates from a single source. 1. Maximum Coarse-Aggregate Size: 1 inch nominal. 2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Lightweight Aggregate: ASTM C 330, 3/4-inch nominal maximum aggregate size.

D. Water: Potable and not detrimental to concrete.

2.6 ADMIXTURES

A. Air-Entraining Admixture: ASTM C 260.

B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. 1. Water-Reducing Admixture: ASTM C 494, Type A. 2. Retarding Admixture: ASTM C 494, Type B.





3. Water-Reducing and Retarding Admixture: ASTM C 494, Type D. 4. High-Range, Water-Reducing Admixture: ASTM C 494, Type F. 5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494, Type G. 6. Plasticizing and Retarding Admixture: ASTM C 1017, Type II.

2.7 WATERSTOPS

A. Self-Expanding Butyl Strip Waterstops: Manufactured rectangular or trapezoidal strip, butyl rubber with sodium bentonite or other hydrophilic polymers, for adhesive bonding to concrete, 3/4 by 1 inch. 1. Products:

a. Colloid Environmental Technologies Company; Volclay Waterstop-RX. b. Concrete Sealants Inc.; Conseal CS-231. c. Greenstreak; Swellstop. d. Henry Company, Sealants Division; Hydro-Flex. e. JP Specialties, Inc.; Earthshield Type 20. f. Progress Unlimited, Inc.; Superstop. g. TCMiraDRI; Mirastop.

2.8 VAPOR RETARDERS

A. Vapor Retarder: See Section 072100 of these Specifications.

B. Granular Fill: Clean mixture of crushed stone or crushed or uncrushed gravel; ASTM D 448, Size 57, with 100 percent passing a 1-1/2-inch sieve and 0 to 5 percent passing a No. 8 sieve. Provide a minimum 4 thickness beneath all slabs-on-grade.

2.9 CURING MATERIALS

A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete. 1. Products:

a. Axim Concrete Technologies; Cimfilm. b. Burke by Edoco; BurkeFilm. c. ChemMasters; Spray-Film. d. Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior

Company; Aquafilm. e. Dayton Superior Corporation; Sure Film. f. Euclid Chemical Company (The); Eucobar. g. Kaufman Products, Inc.; Vapor Aid. h. Lambert Corporation; Lambco Skin. i. L&M Construction Chemicals, Inc.; E-Con. j. MBT Protection and Repair, Div. of ChemRex; Confilm. k. Meadows, W. R., Inc.; Sealtight Evapre. l. Metalcrete Industries; Waterhold. m. Nox-Crete Products Group, Kinsman Corporation; Monofilm. n. Sika Corporation, Inc.; SikaFilm. o. Symons Corporation, a Dayton Superior Company; Finishing Aid. p. Unitex; Pro-Film. q. US Mix Products Company; US Spec Monofilm ER.





r. Vexcon Chemicals, Inc.; Certi-Vex EnvioAssist.

B. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.

C. Water: Potable.

D. Clear, Waterborne, Non-Yellowing, Membrane-Forming Curing Compound for areas to receive Resilient Tile or Carpet: ASTM C 309, Type 1, Class B, nondissipating, certified by curing compound manufacturer to not interfere with bonding of floor covering. 1. Products:

a. Anti-Hydro International, Inc.; AH Clear Cure WB. b. Burke by Edoco; Spartan Cote WB II. c. ChemMasters; Safe-Cure & Seal 20. d. Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior

Company; Cure and Seal WB. e. Dayton Superior Corporation; Safe Cure and Seal (J-18). f. Euclid Chemical Company (The); Aqua Cure VOX. g. Kaufman Products, Inc.; Cure & Seal 309 Emulsion. h. Lambert Corporation; Glazecote Sealer-20. i. L&M Construction Chemicals, Inc.; Dress & Seal WB. j. Meadows, W. R., Inc.; Vocomp-20. k. Metalcrete Industries; Metcure. l. Nox-Crete Products Group, Kinsman Corporation; Cure & Seal 150E. m. Symons Corporation, a Dayton Superior Company; Cure & Seal 18

Percent E. n. Tamms Industries, Inc.; Clearseal WB 150. o. Unitex; Hydro Seal. p. US Mix Products Company; US Spec Hydrasheen 15 percent q. Vexcon Chemicals, Inc.; Starseal 309. r. Simpson Strong-Tie Co. Inc.; FX-15.

E. Clear, Waterborne, Membrane-Forming Curing and Sealing Compound to receive no further finish: ASTM C 1315, Type 1, Class A. 1. Products:

a. Burke by Edoco; Cureseal 1315 WB. b. ChemMasters; Polyseal WB. c. Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior

Company; Sealcure 1315 WB. d. Euclid Chemical Company (The); Super Diamond Clear VOX. e. Kaufman Products, Inc.; Sure Cure 25 Emulsion. f. Lambert Corporation; UV Safe Seal. g. L&M Construction Chemicals, Inc.; Lumiseal WB Plus. h. Meadows, W. R., Inc.; Vocomp-30. i. Metalcrete Industries; Metcure 30. j. Symons Corporation, a Dayton Superior Company; Cure & Seal 31

Percent E. k. Tamms Industries, Inc.; LusterSeal WB 300. l. Unitex; Hydro Seal 25.





m. US Mix Products Company; US Spec Radiance UV-25. n. Vexcon Chemicals, Inc.; Vexcon Starseal 1315.

F. Concrete Bonding Agent. 1. Acceptable Products:

a. Anti-Hydro, Anchor-It. b. Bostik Construction Products, Hydroment 425. c. The Burke Company, Acrylic Bondcrete. d. Euclid Chemical Co., Flexcon. e. Lambert Corp., Acrylbond. f. L&M Construction Chemicals, Inc., Everbond. g. Larsen Products Corp, Weld-Crete. h. Sika Chemical Corp., SikaBond. i. Sonneborn Building Products, Sonocrete. j. Unitex, Bonding Agent. k. W. R. Meadows Co., Intralok. l. Simpson Strong-Tie Co. Inc. FX-Bondcrete.

2. Characteristics: Acrylic latex, non-re-emulsifiable.

G. Epoxy Concrete Bonding Agent. 1. Acceptable Products:

a. Euclid Chemical Co., Euco No. 452 MV Epoxy System. b. Fosroc Construction Chemicals Co., Celtite 42-47 Hi-Bond. c. Lambert Corp., Epiweld 580. d. Sika Corp., Sikadur 32, Hi-Mod. e. Sonneborn Building Products, Sonobond. f. Simpson Strong-Tie Co. Inc. FX-762.

2. Characteristics: Two-component, 100 percent solids, 100 percent reactive, epoxy resin bonding adhesive system; meeting ASTM C881-99, Types I and II, Grade 2, Class C.

H. Semi Rigid Joint Filler: 1. Acceptable Products:

a. Euclid Chemical Co, Euco 700. b. Metzger/McGuire Co., MM-80. c. W. R. Meadows, Inc., Rezi Weld Flex. d. Simpson Strong-Tie Co. Inc. FX-562.

2. Characteristics: Two-component, semi-rigid epoxy meeting the requirements of ACI 302.1R and ASTM D 2240.

2.10 RELATED MATERIALS

A. Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber.

B. Reglets: Fabricate reglets of not less than 0.0217-inch thick, galvanized steel sheet. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete or debris.





C. Dovetail Anchor Slots: Hot-dip galvanized steel sheet, not less than 0.0336-inch thick, with bent tab anchors. Temporarily fill or cover face opening of slots to prevent intrusion of concrete or debris.

2.11 REPAIR MATERIALS

A. Repair Underlayment: Cement-based, polymer-modified, self-leveling product that can be applied in thicknesses from 1/8 inch and that can be feathered at edges to match adjacent floor elevations. 1. Cement Binder: ASTM C 150, Portland cement or hydraulic or blended hydraulic

cement as defined in ASTM C 219. 2. Primer: Product of underlayment manufacturer recommended for substrate,

conditions, and application. 3. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch or coarse sand as

recommended by underlayment manufacturer. 4. Compressive Strength: Not less than 4000 psi at 28 days when tested according

to ASTM C 109.

B. Repair Overlayment: Cement-based, polymer-modified, self-leveling product that can be applied in thicknesses from 1/8 inch and that can be feathered at edges to match adjacent floor elevations. 1. Cement Binder: ASTM C 150, Portland cement or hydraulic or blended hydraulic

cement as defined in ASTM C 219. 2. Primer: Product of topping manufacturer recommended for substrate, conditions,

and application. 3. Aggregate: Well-graded, washed gravel, 1/8 to 1/4 inch or coarse sand as

recommended by topping manufacturer. 4. Compressive Strength: Not less than 5000 psi at 28 days when tested according

to ASTM C 109.

2.12 TESTING EQUIPMENT

A. Testing agency shall provide supplies, tools and devices as necessary in order to obtain specimens, and perform on-site tests as indicated. Provide no less than the following: 1. Molds for compression test specimens. 2. Slump cones with rod for slump test. 3. Scale and unit weight measure. 4. Concrete thermometer. 5. Air meters. 6. Thermometers.

B. Contractor shall provide stable, lockable storage box, thermostatically controlled to maintain temperature between 60 degrees and 80 degrees F. for storage cylinders for first 24 hours after molding. Box shall have minimum capacity of 40 cu. ft. Locate box in a permanent lockable area of approximately 100 sq. ft. Limit access to testing agency personnel and Contractor's superintendent.





2.13 CONCRETE MIXTURES, GENERAL

A. Contractor shall prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301. 1. Use a qualified independent testing agency for preparing and reporting proposed

mixture designs based on laboratory trial mixtures.

B. Admixtures: Use admixtures according to manufacturer's written instructions. 1. Use water-reducing, high-range water-reducing, or plasticizing admixture in

concrete, as required, for placement and workability. Concrete slabs placed at air temperatures below 50 degrees F. shall contain the specified non-chloride accelerator. Concrete required to be air-entrained shall include an approved air-entraining admixture.

2. Use water-reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions.

3. Use water-reducing admixture in pumped concrete and concrete with a water-cementitious materials ratio below 0.50.

4. Use corrosion-inhibiting admixture in concrete mixtures where indicated.

C. Color Pigment: Add color pigment to concrete mixture according to manufacturer's written instructions and to result in hardened concrete color consistent with approved mockup.

2.14 CONCRETE MIXTURES FOR BUILDING ELEMENTS

A. Proportion normal-weight concrete mixture as follows:

B. Footings: Normal-weight concrete.

1. Minimum Compressive Strength: As indicated at 28 days. 2. Maximum W/C Ratio: 0.50. 3. Slump Limit: 4 inches, plus or minus 1 inch at point of placement. 4. Air Content: 5 percent, plus or minus 1.5 percent at point of delivery for 1-inch