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Home My WebLink About06_NEW_GRs_WKNG_06-2014 GENERAL REQUIREMENTS FOR CHI PHI FRATERNITY INTERIOR FINISHES RESTORATION - PHASE 2 CORNELL UNIVERSITY ITHACA, NEW YORK SECTION 01 11 00 SUMMARY OF WORK 1.0 GENERAL 1.1 DESCRIPTION 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 14 00 WORK RESTRICTIONS 1.0 GENERAL 1.1 RELATED DOCUMENTS 1.2 CONTRACTOR USE OF PREMISES 1.3 PARKING 1.4 CHANGEOVERS AND CONTINUITY OF SERVICES 1.5 OBSTACLES, INTERFERENCE AND COORDINATION 1.6 EQUIPMENT ARRANGEMENTS 1.7 SUPPORTS 1.8 EXISTING EQUIPMENT, MATERIALS, FIXTURES, ETC. 1.9 EXAMINATION OF PREMISES, DRAWINGS, ETC. 1.10 STAND DOWN DATES 1.11 WORKING HOURS 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 21 00 ALLOWANCES 1.0 GENERAL 1.1 RELATED DOCUMENTS 1.2 DESCRIPTION OF REQUIREMENTS 1.3 SCHEDULE OF ALLOWANCES 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 22 00 UNIT PRICING 1.0 GENERAL 1.1 RELATED DOCUMENTS 1.2 DESCRIPTION OF REQUIREMENTS 1.3 SCHEDULE OF UNIT PRICES 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 23 00 ALTERNATES 1.0 GENERAL 1.1 RELATED DOCUMENTS 1.2 DESCRIPTION OF REQUIREMENTS 1.3 SCHEDULE OF ALTERNATES 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS 1.0 GENERAL 1.1 DESCRIPTION 1.2 DEFINITIONS 1.3 ACTION SUBMITTALS 1.4 PRODUCTS LIST 1.5 QUALITY ASSURANCE 1.6 PROCEDURES 1.7 EQUIVALENTS – APPROVED EQUAL 1.8 CONTRACTOR'S OPTIONS 1.9 SUBSTITUTIONS 1.10 COMPARABLE PRODUCTS 1.11 CONTRACTOR'S REPRESENTATION 1.12 ARCHITECT'S DUTIES 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 31 19 PROJECT MEETINGS 1.0 GENERAL 1.1 DESCRIPTION 1.2 PRE-CONSTRUCTION MEETING 1.3 PROGRESS MEETINGS 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 31 50 ELECTRONIC PROJECT MANAGEMENT 1.0 GENERAL 1.1 SUMMARY 1.2 RELATED SECTIONS 1.3 DEFINITIONS 1.4 PROCEDURES 1.5 PROCESS OVERVIEW 1.6 ADDITIONAL INFORMATION 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 32 16 CONSTRUCTION SCHEDULE 1.0 GENERAL 1.1 SUMMARY 1.2 FORM OF SCHEDULES 1.3 CONTENT OF SCHEDULES 1.4 PROGRESS REVISIONS 1.5 SUBMISSIONS 1.6 DISTRIBUTION SECTION 01 32 33 PHOTOGRAPHIC DOCUMENTATION 1.0 GENERAL 1.1 DESCRIPTION 1.2 SUBMITTALS 2.0 PRODUCTS – NOT USED 3.0 EXECUTION 3.1 EXISTING CONDITION PHOTOGRAPHS 3.2 PROGRESS PHOTOGRAPHS 3.3 FINAL COMPLETION PHOTOGRAPHS SECTION 01 33 00 SUBMITTAL PROCEDURES 1.0 GENERAL 1.1 DESCRIPTION 1.2 SHOP DRAWINGS 1.3 PRODUCT DATA 1.4 SAMPLES 1.5 QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS 1.6 COORDINATION DRAWINGS 1.7 CONTRACTOR RESPONSIBILITIES 1.8 SUBMITTAL PROCEDURES 1.9 RECORD SUBMITTALS 1.10 RESUBMISSION REQUIREMENTS 1.11 ARCHITECT'S DUTIES 1.12 DISTRIBUTION 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 35 29 GENERAL HEALTH & SAFETY 1.0 GENERAL 1.1 DESCRIPTION 1.2 CONTRACTOR’S SAFETY PLAN 1.3 ASBESTOS 1.4 LEAD 1.5 SITE VISITS 1.6 CONFINED SPACE 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 35 43 GENERAL ENVIRONMENTAL REQUIREMENTS 1.0 GENERAL 1.1 DESCRIPTION 1.2 RELATED SECTIONS 1.3 SUBMITTALS 1.4 JOB SITE ADMINISTRATION 1.5 CLEARING, SITE PREPARATION AND SITE USE 1.6 NOISE AND VIBRATION 1.7 DUST CONTROL 1.8 PROTECTION OF THE ENVIRONMENT 1.9 TEMPORARY RE-ROUTING OF PIPING AND DUCTWORK 1.10 HAZARDOUS OR TOXIC MATERIALS 1.11 DISPOSAL OF WASTE MATERIAL AND TITLE 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 35 44 SPILL CONTROL 1.0 GENERAL 1.1 SPILL PREVENTION 1.2 SPILL CONTROL PROCEDURES 1.3 SPILL REPORTING AND DOCUMENTATION 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 41 00 REGULATORY REQUIREMENTS 1.0 GENERAL 1.1 PERMITS AND LICENSES 1.2 INSPECTIONS 1.3 COMPLIANCE 1.4 OWNER’S REQUIREMENTS 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 42 00 REFERENCES 1.0 GENERAL 1.1 INTENT OF CONTRACT DOCUMENTS 1.2 RELATED DOCUMENTS 1.3 DEFINITIONS 1.4 INDUSTRY STANDARDS 1.5 ABBREVIATIONS AND ACRONYMS 2.0 PRODUCTS - NOT USED 3.0 EXECUTION - NOT USED SECTION 01 45 00 QUALITY CONTROL 1.0 GENERAL 1.1 DESCRIPTION 1.2 CONTROL OF ON-SITE CONSTRUCTION 1.3 CONTROL OF OFF-SITE OPERATIONS 1.4 TESTING 1.5 OWNER'S REPRESENTATIVE 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 45 29 TESTING LABORATORY SERVICES 1.0 GENERAL 1.1 DESCRIPTION 1.2 QUALIFICATIONS OF LABORATORY 1.3 LABORATORY DUTIES 1.4 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY 1.5 CONTRACTOR'S RESPONSIBILITIES 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 45 33 CODE REQUIRED SPECIAL INSPECTIONS AND PROCEDURES 1.0 GENERAL 1.1 REQUIREMENTS 1.2 DEFINITIONS 1.3 QUALIFICATIONS 1.4 SUBMITTALS 1.5 PAYMENT 1.6 OWNER RESPONSIBILITIES 1.7 CONTRACTOR RESPONSIBILITIES 1.8 LIMITS ON AUTHORITY 2.0 INSPECTIONS AND TESTING 2.1 CAST-IN-PLACE CONCRETE 2.2 STRUCTURAL STEEL 3.0 DOCUMENTATION 3.1 RECORDS AND REPORTS 3.2 COMMUNICATION 3.3 DISTRIBUTION OF REPORTS 3.4 FINAL REPORT OF SPECIAL INSPECTIONS SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 1.0 GENERAL 1.1 DESCRIPTION 1.2 REQUIREMENTS OF REGULATORY AGENCIES 2.0 PRODUCTS 2.1 MATERIALS, GENERAL 2.2 TEMPORARY FIRST AID FACILITIES 2.3 TEMPORARY FIRE PROTECTION 2.4 CONSTRUCTION AIDS 2.5 TEMPORARY ENCLOSURES 2.6 TEMPORARY WATER CONTROL 2.7 TREE, PLANT AND LAWN PROTECTION 2.8 GUARDRAILS AND BARRICADES 2.9 ACCESS ROADS AND PARKING AREAS 2.10 PROJECT IDENTIFICATION AND SIGNS 2.11 SECURITY 2.12 FIELD OFFICES 3.0 EXECUTION 3.1 PREPARATION 3.2 GENERAL 3.3 REMOVAL SECTION 01 51 00 TEMPORARY UTILITIES 1.0 GENERAL 1.1 DESCRIPTION 1.2 REQUIREMENTS OF REGULATORY AGENCIES 2.0 PRODUCTS 2.1 MATERIALS, GENERAL 2.2 TEMPORARY ELECTRICITY, LIGHTING AND WATER 2.3 TEMPORARY HEAT AND VENTILATION 2.4 TEMPORARY CONTRACTOR TELEPHONE SERVICE 2.5 TEMPORARY SANITARY FACILITIES 3.0 EXECUTION 3.1 REMOVAL SECTION 01 51 23 HEAT DURING CONSTRUCTION 1.0 GENERAL 1.1 DESCRIPTION 1.2 RESPONSIBILITY 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 57 13 SOIL EROSION AND SEDIMENT CONTROL 1.0 GENERAL 1.1 DESCRIPTION 1.2 PLAN AND IMPLEMENTATION GENERAL REQUIREMENTS 1.3 PERFORMANCE STANDARDS 1.4 INSPECTIONS 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 66 00 STORAGE AND PROTECTION 1.0 GENERAL 1.1 DESCRIPTION 1.2 TRANSPORTATION AND HANDLING 1.3 STORAGE 1.4 PROTECTION 1.5 PROTECTION AFTER INSTALLATION 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING 1.0 GENERAL 1.1 DESCRIPTION 1.2 SUBMITTALS 1.3 QUALITY ASSURANCE 1.4 WARRANTIES 2.0 PRODUCTS 2.1 MATERIALS 3.0 EXECUTION 3.1 INSPECTION 3.2 PREPARATION 3.3 PERFORMANCE 3.4 CLEANING SECTION 01 74 00 CONSTRUCTION WASTE MANAGEMENT 1.0 GENERAL 1.1 SUMMARY 1.2 DEFINITIONS 1.3 PERFORMANCE REQUIREMENTS 1.4 SUBMITTALS, GENERAL 1.5 ACTION SUBMITTALS 1.6 INFORMATIONAL SUBMITTALS 1.7 QUALITY ASSURANCE 1.8 WASTE MANAGEMENT PLAN 2.0 PRODUCTS – NOT USED 3.0 EXECUTION 3.1 PLAN IMPLEMENTATION 3.2 SALVAGING DEMOLITION WASTE 3.3 RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL 3.4 RECYCLING DEMOLITION WASTE 3.5 RECYCLING CONSTRUCTION WASTE 3.6 DISPOSAL OF WASTE SECTION 01 77 00 PROJECT CLOSEOUT 1.0 GENERAL 1.1 INSPECTIONS 1.2 SUBMITTALS 1.3 FINAL CLEAN UP 1.4 MAINTENANCE STOCK 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 78 22 FIXED EQUIPMENT INVENTORY 1.0 GENERAL 1.1 FIXED EQUIPMENT INVENTORY 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 78 23 OPERATING AND MAINTENANCE DATA 1.0 GENERAL 1.1 DESCRIPTION 1.2 FORM OF SUBMITTALS 1.3 CONTENT OF MANUAL 1.4 MANUAL FOR MATERIALS AND FINISHES 1.5 MANUAL FOR EQUIPMENT AND SYSTEMS 1.6 SUBMITTAL REQUIREMENTS 1.7 INSTRUCTIONS OF OWNER'S PERSONNEL 1.8 OPERATING INSTRUCTIONS 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 78 36 WARRANTIES AND BONDS 1.0 GENERAL 1.1 DESCRIPTION 1.2 SUBMITTAL REQUIREMENTS 1.3 FORM OF SUBMITTALS (HARD COPY) 1.4 FORM OF SUBMITTALS (ELECTRONIC COPY) 1.5 TIME OF SUBMITTALS 1.6 SUBMITTALS REQUIRED 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 78 39 RECORD DOCUMENTS 1.0 GENERAL 1.1 DESCRIPTION 1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES 1.3 RECORDING 1.4 SUBMITTAL 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED 1.1 RELATED DOCUMENTS 1.2 DESCRIPTION OF REQUIREMENTS 1.3 SCHEDULE OF ALTERNATES 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS 1.0 GENERAL 1.1 DESCRIPTION 1.2 DEFINITIONS 1.3 ACTION SUBMITTALS 1.4 PRODUCTS LIST 1.5 QUALITY ASSURANCE 1.6 PROCEDURES 1.7 EQUIVALENTS – APPROVED EQUAL 1.8 CONTRACTOR'S OPTIONS 1.9 SUBSTITUTIONS 1.10 COMPARABLE PRODUCTS 1.11 CONTRACTOR'S REPRESENTATION 1.12 ARCHITECT'S DUTIES 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 31 19 PROJECT MEETINGS 1.0 GENERAL 1.1 DESCRIPTION 1.2 PRE-CONSTRUCTION MEETING 1.3 PROGRESS MEETINGS 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 31 50 ELECTRONIC PROJECT MANAGEMENT 1.0 GENERAL 1.1 SUMMARY 1.2 RELATED SECTIONS 1.3 DEFINITIONS 1.4 PROCEDURES 1.5 PROCESS OVERVIEW 1.6 ADDITIONAL INFORMATION 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 32 16 CONSTRUCTION SCHEDULE 1.0 GENERAL 1.1 SUMMARY 1.2 FORM OF SCHEDULES 1.3 CONTENT OF SCHEDULES 1.4 PROGRESS REVISIONS 1.5 SUBMISSIONS 1.6 DISTRIBUTION SECTION 01 32 33 PHOTOGRAPHIC DOCUMENTATION 1.0 GENERAL 1.1 DESCRIPTION 1.2 SUBMITTALS 2.0 PRODUCTS – NOT USED 3.0 EXECUTION 3.1 EXISTING CONDITION PHOTOGRAPHS 3.2 PROGRESS PHOTOGRAPHS 3.3 FINAL COMPLETION PHOTOGRAPHS SECTION 01 33 00 SUBMITTAL PROCEDURES 1.0 GENERAL 1.1 DESCRIPTION 1.2 SHOP DRAWINGS 1.3 PRODUCT DATA 1.4 SAMPLES 1.5 QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS 1.6 COORDINATION DRAWINGS 1.7 CONTRACTOR RESPONSIBILITIES 1.8 SUBMITTAL PROCEDURES 1.9 RECORD SUBMITTALS 1.10 RESUBMISSION REQUIREMENTS 1.11 ARCHITECT'S DUTIES 1.12 DISTRIBUTION 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 35 29 GENERAL HEALTH & SAFETY 1.0 GENERAL 1.1 DESCRIPTION 1.2 CONTRACTOR’S SAFETY PLAN 1.3 ASBESTOS 1.4 LEAD 1.5 SITE VISITS 1.6 CONFINED SPACE 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 35 43 GENERAL ENVIRONMENTAL REQUIREMENTS 1.0 GENERAL 1.1 DESCRIPTION 1.2 RELATED SECTIONS 1.3 SUBMITTALS 1.4 JOB SITE ADMINISTRATION 1.5 CLEARING, SITE PREPARATION AND SITE USE 1.6 NOISE AND VIBRATION 1.7 DUST CONTROL 1.8 PROTECTION OF THE ENVIRONMENT 1.9 TEMPORARY RE-ROUTING OF PIPING AND DUCTWORK 1.10 HAZARDOUS OR TOXIC MATERIALS 1.11 DISPOSAL OF WASTE MATERIAL AND TITLE 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 35 44 SPILL CONTROL 1.0 GENERAL 1.1 SPILL PREVENTION 1.2 SPILL CONTROL PROCEDURES 1.3 SPILL REPORTING AND DOCUMENTATION 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 41 00 REGULATORY REQUIREMENTS 1.0 GENERAL 1.1 PERMITS AND LICENSES 1.2 INSPECTIONS 1.3 COMPLIANCE 1.4 OWNER’S REQUIREMENTS 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 42 00 REFERENCES 1.0 GENERAL 1.1 INTENT OF CONTRACT DOCUMENTS 1.2 RELATED DOCUMENTS 1.3 DEFINITIONS 1.4 INDUSTRY STANDARDS 1.5 ABBREVIATIONS AND ACRONYMS 2.0 PRODUCTS - NOT USED 3.0 EXECUTION - NOT USED SECTION 01 45 00 QUALITY CONTROL 1.0 GENERAL 1.1 DESCRIPTION 1.2 CONTROL OF ON-SITE CONSTRUCTION 1.3 CONTROL OF OFF-SITE OPERATIONS 1.4 TESTING 1.5 OWNER'S REPRESENTATIVE 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 45 29 TESTING LABORATORY SERVICES 1.0 GENERAL 1.1 DESCRIPTION 1.2 QUALIFICATIONS OF LABORATORY 1.3 LABORATORY DUTIES 1.4 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY 1.5 CONTRACTOR'S RESPONSIBILITIES 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 45 33 CODE REQUIRED SPECIAL INSPECTIONS AND PROCEDURES 1.0 GENERAL 1.1 REQUIREMENTS 1.2 DEFINITIONS 1.3 QUALIFICATIONS 1.4 SUBMITTALS 1.5 PAYMENT 1.6 OWNER RESPONSIBILITIES 1.7 CONTRACTOR RESPONSIBILITIES 1.8 LIMITS ON AUTHORITY 2.0 INSPECTIONS AND TESTING 2.1 CAST-IN-PLACE CONCRETE 2.2 STRUCTURAL STEEL 3.0 DOCUMENTATION 3.1 RECORDS AND REPORTS 3.2 COMMUNICATION 3.3 DISTRIBUTION OF REPORTS 3.4 FINAL REPORT OF SPECIAL INSPECTIONS SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 1.0 GENERAL 1.1 DESCRIPTION 1.2 REQUIREMENTS OF REGULATORY AGENCIES 2.0 PRODUCTS 2.1 MATERIALS, GENERAL 2.2 TEMPORARY FIRST AID FACILITIES 2.3 TEMPORARY FIRE PROTECTION 2.4 CONSTRUCTION AIDS 2.5 TEMPORARY ENCLOSURES 2.6 TEMPORARY WATER CONTROL 2.7 TREE, PLANT AND LAWN PROTECTION 2.8 GUARDRAILS AND BARRICADES 2.9 ACCESS ROADS AND PARKING AREAS 2.10 PROJECT IDENTIFICATION AND SIGNS 2.11 SECURITY 2.12 FIELD OFFICES 3.0 EXECUTION 3.1 PREPARATION 3.2 GENERAL 3.3 REMOVAL SECTION 01 51 00 TEMPORARY UTILITIES 1.0 GENERAL 1.1 DESCRIPTION 1.2 REQUIREMENTS OF REGULATORY AGENCIES 2.0 PRODUCTS 2.1 MATERIALS, GENERAL 2.2 TEMPORARY ELECTRICITY, LIGHTING AND WATER 2.3 TEMPORARY HEAT AND VENTILATION 2.4 TEMPORARY CONTRACTOR TELEPHONE SERVICE 2.5 TEMPORARY SANITARY FACILITIES 3.0 EXECUTION 3.1 REMOVAL SECTION 01 51 23 HEAT DURING CONSTRUCTION 1.0 GENERAL 1.1 DESCRIPTION 1.2 RESPONSIBILITY 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 57 13 SOIL EROSION AND SEDIMENT CONTROL 1.0 GENERAL 1.1 DESCRIPTION 1.2 PLAN AND IMPLEMENTATION GENERAL REQUIREMENTS 1.3 PERFORMANCE STANDARDS 1.4 INSPECTIONS 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 66 00 STORAGE AND PROTECTION 1.0 GENERAL 1.1 DESCRIPTION 1.2 TRANSPORTATION AND HANDLING 1.3 STORAGE 1.4 PROTECTION 1.5 PROTECTION AFTER INSTALLATION 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING 1.0 GENERAL 1.1 DESCRIPTION 1.2 SUBMITTALS 1.3 QUALITY ASSURANCE 1.4 WARRANTIES 2.0 PRODUCTS 2.1 MATERIALS 3.0 EXECUTION 3.1 INSPECTION 3.2 PREPARATION 3.3 PERFORMANCE 3.4 CLEANING SECTION 01 74 00 CONSTRUCTION WASTE MANAGEMENT 1.0 GENERAL 1.1 SUMMARY 1.2 DEFINITIONS 1.3 PERFORMANCE REQUIREMENTS 1.4 SUBMITTALS, GENERAL 1.5 ACTION SUBMITTALS 1.6 INFORMATIONAL SUBMITTALS 1.7 QUALITY ASSURANCE 1.8 WASTE MANAGEMENT PLAN 2.0 PRODUCTS – NOT USED 3.0 EXECUTION 3.1 PLAN IMPLEMENTATION 3.2 SALVAGING DEMOLITION WASTE 3.3 RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL 3.4 RECYCLING DEMOLITION WASTE 3.5 RECYCLING CONSTRUCTION WASTE 3.6 DISPOSAL OF WASTE SECTION 01 77 00 PROJECT CLOSEOUT 1.0 GENERAL 1.1 INSPECTIONS 1.2 SUBMITTALS 1.3 FINAL CLEAN UP 1.4 MAINTENANCE STOCK 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 78 22 FIXED EQUIPMENT INVENTORY 1.0 GENERAL 1.1 FIXED EQUIPMENT INVENTORY 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 78 23 OPERATING AND MAINTENANCE DATA 1.0 GENERAL 1.1 DESCRIPTION 1.2 FORM OF SUBMITTALS 1.3 CONTENT OF MANUAL 1.4 MANUAL FOR MATERIALS AND FINISHES 1.5 MANUAL FOR EQUIPMENT AND SYSTEMS 1.6 SUBMITTAL REQUIREMENTS 1.7 INSTRUCTIONS OF OWNER'S PERSONNEL 1.8 OPERATING INSTRUCTIONS 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 78 36 WARRANTIES AND BONDS 1.0 GENERAL SECTION 01 11 00 SUMMARY OF WORK 1.0 GENERAL 1.1 DESCRIPTION 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 14 00 WORK RESTRICTIONS 1.0 GENERAL 1.1 RELATED DOCUMENTS 1.2 CONTRACTOR USE OF PREMISES 1.3 PARKING 1.4 CHANGEOVERS AND CONTINUITY OF SERVICES 1.5 OBSTACLES, INTERFERENCE AND COORDINATION 1.6 EQUIPMENT ARRANGEMENTS 1.7 SUPPORTS 1.8 EXISTING EQUIPMENT, MATERIALS, FIXTURES, ETC. 1.9 EXAMINATION OF PREMISES, DRAWINGS, ETC. 1.10 STAND DOWN DATES 1.11 WORKING HOURS 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 21 00 ALLOWANCES 1.0 GENERAL 1.1 RELATED DOCUMENTS 1.2 DESCRIPTION OF REQUIREMENTS 1.3 SCHEDULE OF ALLOWANCES 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 22 00 UNIT PRICING 1.0 GENERAL 1.1 RELATED DOCUMENTS 1.2 DESCRIPTION OF REQUIREMENTS 1.3 SCHEDULE OF UNIT PRICES 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 23 00 ALTERNATES 1.0 GENERAL 1.1 RELATED DOCUMENTS 1.2 DESCRIPTION OF REQUIREMENTS 1.3 SCHEDULE OF ALTERNATES 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS 1.0 GENERAL 1.1 DESCRIPTION 1.2 DEFINITIONS 1.3 ACTION SUBMITTALS 1.4 PRODUCTS LIST 1.5 QUALITY ASSURANCE 1.6 PROCEDURES 1.7 EQUIVALENTS – APPROVED EQUAL 1.8 CONTRACTOR'S OPTIONS 1.9 SUBSTITUTIONS 1.10 COMPARABLE PRODUCTS 1.11 CONTRACTOR'S REPRESENTATION 1.12 ARCHITECT'S DUTIES 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 31 19 PROJECT MEETINGS 1.0 GENERAL 1.1 DESCRIPTION 1.2 PRE-CONSTRUCTION MEETING 1.3 PROGRESS MEETINGS 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 31 50 ELECTRONIC PROJECT MANAGEMENT 1.0 GENERAL 1.1 SUMMARY 1.2 RELATED SECTIONS 1.3 DEFINITIONS 1.4 PROCEDURES 1.5 PROCESS OVERVIEW 1.6 ADDITIONAL INFORMATION 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 32 16 CONSTRUCTION SCHEDULE 1.0 GENERAL 1.1 SUMMARY 1.2 FORM OF SCHEDULES 1.3 CONTENT OF SCHEDULES 1.4 PROGRESS REVISIONS 1.5 SUBMISSIONS 1.6 DISTRIBUTION SECTION 01 32 33 PHOTOGRAPHIC DOCUMENTATION 1.0 GENERAL 1.1 DESCRIPTION 1.2 SUBMITTALS 2.0 PRODUCTS – NOT USED 3.0 EXECUTION 3.1 EXISTING CONDITION PHOTOGRAPHS 3.2 PROGRESS PHOTOGRAPHS 3.3 FINAL COMPLETION PHOTOGRAPHS SECTION 01 33 00 SUBMITTAL PROCEDURES 1.0 GENERAL 1.1 DESCRIPTION 1.2 SHOP DRAWINGS 1.3 PRODUCT DATA 1.4 SAMPLES 1.5 QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS 1.6 COORDINATION DRAWINGS 1.7 CONTRACTOR RESPONSIBILITIES 1.8 SUBMITTAL PROCEDURES 1.9 RECORD SUBMITTALS 1.10 RESUBMISSION REQUIREMENTS 1.11 ARCHITECT'S DUTIES 1.12 DISTRIBUTION 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 35 29 GENERAL HEALTH & SAFETY 1.0 GENERAL 1.1 DESCRIPTION 1.2 CONTRACTOR’S SAFETY PLAN 1.3 ASBESTOS 1.4 LEAD 1.5 SITE VISITS 1.6 CONFINED SPACE 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 35 43 GENERAL ENVIRONMENTAL REQUIREMENTS 1.0 GENERAL 1.1 DESCRIPTION 1.2 RELATED SECTIONS 1.3 SUBMITTALS 1.4 JOB SITE ADMINISTRATION 1.5 CLEARING, SITE PREPARATION AND SITE USE 1.6 NOISE AND VIBRATION 1.7 DUST CONTROL 1.8 PROTECTION OF THE ENVIRONMENT 1.9 TEMPORARY RE-ROUTING OF PIPING AND DUCTWORK 1.10 HAZARDOUS OR TOXIC MATERIALS 1.11 DISPOSAL OF WASTE MATERIAL AND TITLE 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 35 44 SPILL CONTROL 1.0 GENERAL 1.1 SPILL PREVENTION 1.2 SPILL CONTROL PROCEDURES 1.3 SPILL REPORTING AND DOCUMENTATION 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 41 00 REGULATORY REQUIREMENTS 1.0 GENERAL 1.1 PERMITS AND LICENSES 1.2 INSPECTIONS 1.3 COMPLIANCE 1.4 OWNER’S REQUIREMENTS 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 42 00 REFERENCES 1.0 GENERAL 1.1 INTENT OF CONTRACT DOCUMENTS 1.2 RELATED DOCUMENTS 1.3 DEFINITIONS 1.4 INDUSTRY STANDARDS 1.5 ABBREVIATIONS AND ACRONYMS 2.0 PRODUCTS - NOT USED 3.0 EXECUTION - NOT USED SECTION 01 45 00 QUALITY CONTROL 1.0 GENERAL 1.1 DESCRIPTION 1.2 CONTROL OF ON-SITE CONSTRUCTION 1.3 CONTROL OF OFF-SITE OPERATIONS 1.4 TESTING 1.5 OWNER'S REPRESENTATIVE 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 45 29 TESTING LABORATORY SERVICES 1.0 GENERAL 1.1 DESCRIPTION 1.2 QUALIFICATIONS OF LABORATORY 1.3 LABORATORY DUTIES 1.4 LIMITATIONS OF AUTHORITY OF TESTING LABORATORY 1.5 CONTRACTOR'S RESPONSIBILITIES 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 45 33 CODE REQUIRED SPECIAL INSPECTIONS AND PROCEDURES 1.0 GENERAL 1.1 REQUIREMENTS 1.2 DEFINITIONS 1.3 QUALIFICATIONS 1.4 SUBMITTALS 1.5 PAYMENT 1.6 OWNER RESPONSIBILITIES 1.7 CONTRACTOR RESPONSIBILITIES 1.8 LIMITS ON AUTHORITY 2.0 INSPECTIONS AND TESTING 2.1 CAST-IN-PLACE CONCRETE 2.2 STRUCTURAL STEEL 3.0 DOCUMENTATION 3.1 RECORDS AND REPORTS 3.2 COMMUNICATION 3.3 DISTRIBUTION OF REPORTS 3.4 FINAL REPORT OF SPECIAL INSPECTIONS SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS 1.0 GENERAL 1.1 DESCRIPTION 1.2 REQUIREMENTS OF REGULATORY AGENCIES 2.0 PRODUCTS 2.1 MATERIALS, GENERAL 2.2 TEMPORARY FIRST AID FACILITIES 2.3 TEMPORARY FIRE PROTECTION 2.4 CONSTRUCTION AIDS 2.5 TEMPORARY ENCLOSURES 2.6 TEMPORARY WATER CONTROL 2.7 TREE, PLANT AND LAWN PROTECTION 2.8 GUARDRAILS AND BARRICADES 2.9 ACCESS ROADS AND PARKING AREAS 2.10 PROJECT IDENTIFICATION AND SIGNS 2.11 SECURITY 2.12 FIELD OFFICES 3.0 EXECUTION 3.1 PREPARATION 3.2 GENERAL 3.3 REMOVAL SECTION 01 51 00 TEMPORARY UTILITIES 1.0 GENERAL 1.1 DESCRIPTION 1.2 REQUIREMENTS OF REGULATORY AGENCIES 2.0 PRODUCTS 2.1 MATERIALS, GENERAL 2.2 TEMPORARY ELECTRICITY, LIGHTING AND WATER 2.3 TEMPORARY HEAT AND VENTILATION 2.4 TEMPORARY CONTRACTOR TELEPHONE SERVICE 2.5 TEMPORARY SANITARY FACILITIES 3.0 EXECUTION 3.1 REMOVAL SECTION 01 51 23 HEAT DURING CONSTRUCTION 1.0 GENERAL 1.1 DESCRIPTION 1.2 RESPONSIBILITY 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 57 13 SOIL EROSION AND SEDIMENT CONTROL 1.0 GENERAL 1.1 DESCRIPTION 1.2 PLAN AND IMPLEMENTATION GENERAL REQUIREMENTS 1.3 PERFORMANCE STANDARDS 1.4 INSPECTIONS 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 66 00 STORAGE AND PROTECTION 1.0 GENERAL 1.1 DESCRIPTION 1.2 TRANSPORTATION AND HANDLING 1.3 STORAGE 1.4 PROTECTION 1.5 PROTECTION AFTER INSTALLATION 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING 1.0 GENERAL 1.1 DESCRIPTION 1.2 SUBMITTALS 1.3 QUALITY ASSURANCE 1.4 WARRANTIES 2.0 PRODUCTS 2.1 MATERIALS 3.0 EXECUTION 3.1 INSPECTION 3.2 PREPARATION 3.3 PERFORMANCE 3.4 CLEANING SECTION 01 74 00 CONSTRUCTION WASTE MANAGEMENT 1.0 GENERAL 1.1 SUMMARY 1.2 DEFINITIONS 1.3 PERFORMANCE REQUIREMENTS 1.4 SUBMITTALS, GENERAL 1.5 ACTION SUBMITTALS 1.6 INFORMATIONAL SUBMITTALS 1.7 QUALITY ASSURANCE 1.8 WASTE MANAGEMENT PLAN 2.0 PRODUCTS – NOT USED 3.0 EXECUTION 3.1 PLAN IMPLEMENTATION 3.2 SALVAGING DEMOLITION WASTE 3.3 RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL 3.4 RECYCLING DEMOLITION WASTE 3.5 RECYCLING CONSTRUCTION WASTE 3.6 DISPOSAL OF WASTE SECTION 01 77 00 PROJECT CLOSEOUT 1.0 GENERAL 1.1 INSPECTIONS 1.2 SUBMITTALS 1.3 FINAL CLEAN UP 1.4 MAINTENANCE STOCK 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 78 22 FIXED EQUIPMENT INVENTORY 1.0 GENERAL 1.1 FIXED EQUIPMENT INVENTORY 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 78 23 OPERATING AND MAINTENANCE DATA 1.0 GENERAL 1.1 DESCRIPTION 1.2 FORM OF SUBMITTALS 1.3 CONTENT OF MANUAL 1.4 MANUAL FOR MATERIALS AND FINISHES 1.5 MANUAL FOR EQUIPMENT AND SYSTEMS 1.6 SUBMITTAL REQUIREMENTS 1.7 INSTRUCTIONS OF OWNER'S PERSONNEL 1.8 OPERATING INSTRUCTIONS 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 78 36 WARRANTIES AND BONDS 1.0 GENERAL 1.1 DESCRIPTION 1.2 SUBMITTAL REQUIREMENTS 1.3 FORM OF SUBMITTALS (HARD COPY) 1.4 FORM OF SUBMITTALS (ELECTRONIC COPY) 1.5 TIME OF SUBMITTALS 1.6 SUBMITTALS REQUIRED 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 78 39 RECORD DOCUMENTS 1.0 GENERAL 1.1 DESCRIPTION 1.2 MAINTENANCE OF DOCUMENTS AND SAMPLES 1.3 RECORDING 1.4 SUBMITTAL 2.0 PRODUCTS – NOT USED 3.0 EXECUTION – NOT USED SECTION 01 11 00 SUMMARY OF WORK GENERAL DESCRIPTION Work to be Done Structural rehabilitation work as noted in construction documents, including removal and reinstallation of finishes and mechanical / electrical / plumbing / sprinkler services as required to access the work. Renovation and construction of new bathroom. Renovation of basement stairwell. Installation of new built-in woodwork and refurbishing of existing woodwork as noted in construction documents. Installation of new finishes, light fixtures and mechanical / electrical / plumbing / sprinkler fixtures and infrastructure as noted in construction documents. The Scope of the Work The scope of the WORK in all SECTIONS of this Specification shall consist of the furnishing of all labor, materials, equipment and appliances and the performance of the Work required by the Contract Documents and/or by the conditions at the site, joining all parts of this Work with itself and the Work of others to form a complete, functioning entity. Items not specifically mentioned in the Specifications or shown on the drawings, but which are inherently necessary to make a complete working installation, shall be included. It is the intent and purpose of the Contract Documents to cover and include under each item all materials, machinery, apparatus, and labor necessary to properly install materials and equipment, adjust and put into perfect operation the respective portions of the installation specified and to so interconnect the various items or sections of the work as to form a complete and operating whole. Any equipment, apparatus, machinery, material and small items not mentioned in detail, and labor not hereinafter specifically mentioned, which may be found necessary to complete or perfect any portion of the installation in a substantial manner, and in compliance with the requirements stated, implied, or intended in the Contract Documents, shall be furnished without extra cost to the Owner. Provide the greatest quantity, highest quality, highest degree of safety, and most stringent material, equipment or Work. Should the Drawings or the Specifications disagree in themselves or with each other, the Contractor shall provide the better quality or greater quantity of work and/or materials unless otherwise directed by written addendum to the Contract. PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 11 00*** SECTION 01 14 00 WORK RESTRICTIONS GENERAL RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. The Specification Section containing the pertinent requirements of materials and methods to achieve the Work described herein. Selected materials and equipment are specified in the Contract Documents by allowances. Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when additional information is available for evaluation. CONTRACTOR USE OF PREMISES The Contractor shall carry on the Work in the manner which will cause the least interruption to pedestrian and vehicular traffic and permit access of emergency vehicles at all times. The Work shall be scheduled and performed in such a manner that at least one lane of traffic will be maintained on all public streets. Two flag persons, equipped with radio communication devices, must be provided for any activity blocking a traffic lane. One lane of traffic must be maintained at all times. Where traffic must cross open trenches, the Contractor shall provide suitable bridges and railings; including pedestrian bridges. The Contractor shall maintain 20’ minimum fire lane access. The Contractor shall post flag persons and suitable signs indicating that construction operations are under way and other warning signs as may be required. The Contractor shall safeguard the use by the public and Owner of all adjacent highways, roadways and footpaths, and shall conform to all laws and regulations concerning the use thereof, especially limitations on traffic and the movement of heavy equipment. Access to the site for delivery of construction materials and/or equipment shall be made only at the locations shown in the Contract Documents or approved by the Owner’s Representative. The Contractor shall immediately remove dirt and debris which may collect on permanent roadways due to the Work. The Contractor shall limit the extent of its activities to that area of the site defined on the Contract Drawings as being within the Contract Limit Lines. For that portion of the Work required under this Contract which must be performed in other than the defined areas both on-site and off, including operations involving delivery and removal of materials, the Contractor shall schedule and coordinate its activities through the Owner's Representative, to meet the approval of the Owner and minimize disruption of the normal scheduled activities of the occupants of adjacent spaces. It is the Owner’s expectation that the Contractor will take protective measures to minimize damage caused by construction activities including, but not limited to, the use of personal lifts, material handling equipment, on-site material storage, etc. All portions of the site, including the staging area and those areas affected by the work, shall be returned to their original condition after completion of Work. Such repair work shall include lawn restoration and reseeding, if required, and shall be included in the Contractor's Guaranty of Work. Routes to and from the location of the Work shall be as indicated in the Contract or as directed by the Owner's Representative. Temporary roadways shall be closed only with prior approval of the Owner's Representative. PARKING The Owner will designate an area for Contractor parking. The Contractor shall make all arrangements, and bear the cost, for transportation of all trade persons from the designated parking area to the construction site as necessary. It should be noted that there is a fee for all parking on the Cornell University campus. The Contractor is responsible for the payment for all parking costs imposed by the Owner. The Contractor should contact the Project Manager (Michael Stewart, SAS Facilities, 607-255-7441) for additional information. Space will be available within the Chi Phi Fraternity parking lot for approximately 10 vehicles and/or dumpster staging, beginning on May 26, 2015 and ending August 18, 2015. The same space will be available for use for the contractor’s dumpsters. Contractor is responsible for coordinating dumpster and parking locations during project. Free parking (no-cost permit required) is available at the contractor staging area on East Palm Rd. Additional pay parking is available at the Stewart-Williams parking lot (at intersection of Stewart Ave and Williams Street, just south of the project site) at a monthly permit cost of approximately $75. Daily and hourly parking is also available at this lot. Contractor shall cooperate with Cornell Police and/or other police authorities having jurisdiction, as follows: Ensure parking by all employees of the Contractor, subcontractors, material suppliers, and others connected with this project only within construction fence or the designated parking area. Prohibit employees from parking in any other areas, roads, streets, grounds, etc. Discharge any employee refusing to comply with these requirements. Ensure proper transportation of personnel between the designated parking area and the construction site. The Contractor shall remove from the parking area and staging area all temporary trailers, rubbish, unused materials, and other materials belonging to the Contractor or used under the Contractor’s direction during construction or impairing the use or appearance of the property and shall restore such areas affected by the work to their original condition, and, in the event of its failure to do so, the same shall be removed by the Owner at the expense of the Contractor, and the Contractor shall be liable therefore. CHANGEOVERS AND CONTINUITY OF SERVICES Make all changeovers, tie-ins and removals, etc., of any part of the Work that would affect the continuity of operation of the adjacent services at approved times that will not interfere with the Owner's operations. Secure approval of Owner before proceeding. Make all necessary temporary connections required to permit operation of the building services and/or equipment. Remove the connections after need has ceased. The Contractor may be permitted to make changeovers during normal working hours at the Owner’s discretion. Should the Contractor perform this Work outside of normal working hours, no extra payment will be made for resulting overtime expenses. When connecting new facilities do not shut off any existing Mechanical/Electrical facilities or services without prior written approval of Owner's Representative. The Contractor shall not, except in an emergency condition, shutdown any utility without the express permission of the Owner's Representative. Major, affecting life safety or outside contract limit lines, shutdowns of utilities will be performed by Cornell University to enable Contractor to perform required work. Major shutdowns shall be defined as those affecting life safety or which are outside the project site limits. Maintain domestic water and firewater in service at all times. No service may be out for more than twenty-four (24) hours. Maintain firewater flow capability (hose, if necessary) to all buildings and coordinate with Cornell Utilities, Cornell Environmental Health and Safety (EH&S), and City of Ithaca Fire Department. All shutdowns to be scheduled a minimum of seven (7) calendar days in advance and requests shall be submitted in writing to the Owner’s Representative. IN THE EVENT OF AN EMERGENCY WHERE THE OWNER'S REPRESENTATIVE IS NOT AVAILABLE, THE CONTRACTOR SHALL DIAL 911 IMMEDIATELY. OBSTACLES, INTERFERENCE AND COORDINATION General Plans show general design arrangement. Install work substantially as indicated and verify exact location and elevations; DO NOT SCALE PLANS. Due to small scale of Drawings, it is not possible to indicate all offsets, fittings, changes in elevations, interferences, etc. Make necessary changes in the Work, equipment locations, etc., after notification to the Owner's Representative and Architect. Obtain approval from same, as part of Contract, to accommodate work to obstacles and interferences encountered. Obtain written approval for all major changes before installing. If requested, submit at least five (5) copies of drawings, detailing all such deviations or changes. Exposed to view mechanical units, ductwork, conduit, pipes or other building equipment are essential parts of the artistic effect of the building design and shall be installed in locations as shown on the drawings. Conformance to given dimensions and alignments with the structural system, walls, openings, indicated centerlines are a requirement of the Contract and the Contractor shall familiarize himself with the critical nature of proper placement of these items. The Contractor shall notify the Architect of conflicts which would cause such equipment to be installed in locations other than as indicated on the Drawings. The Contractor shall not proceed with the installation of exposed to view mechanical units, ductwork, conduit, pipes, etc. until all conflicts have been identified by the Contractor and resolutions to conflicts approved by the Architect. Interference Install work so that all items are operable and serviceable and avoid interfering with removal of rails, filters, belt guards and/or operation of doors, etc. Provide easy and safe access to valves, controllers, motor starters and other equipment requiring frequent attention. EQUIPMENT ARRANGEMENTS Since all equipment of equal capacity is not necessarily of same arrangement, size of construction, these Plans are prepared on basis of one manufacturer as "basis-of-design equipment", even though other manufacturers' names are mentioned. If Contractor elects to use specified equipment other than "design equipment" which differs in arrangement, size, etc., the Contractor does so subject to following conditions: Submit detailed drawings indicating proposed installations of equipment and showing maintenance and service space required. If revised arrangement meets approval, make all required changes in the work of all trades, including but not limited to louvers, panels, structural supports, pads, etc. at no increase in Contract. Provide larger motors and any additional control devices, valves, fittings and other miscellaneous equipment required for proper operation of revised layout, and assumes responsibility for proper location of roughing in and connections by other trades. If revised arrangement does not meet approval because of increase in pressure loss, possibility of increase in noise, lack of space or headroom, insufficient clearance for removal of parts, or for any other reason, provide equipment which conforms to Contract Drawings and Specifications. SUPPORTS The Contractor shall include cost of all materials and labor necessary to provide all supports, beams, angles, hangers, rods, bases, braces, etc. to properly support the Contract Work. All supports, etc. shall meet the approval of the Architect. EXISTING EQUIPMENT, MATERIALS, FIXTURES, ETC. Where existing equipment, piping, fittings, etc. are to be removed, Contractor shall submit complete list to Owner. All items that Owner wishes to retain shall be carefully removed and salvaged and delivered to building storage where directed by Owner. Items that Owner does not wish to retain shall be removed from the site and legally disposed. EXAMINATION OF PREMISES, DRAWINGS, ETC. Before Submitting Proposal Examine all Drawings and Specifications relating to Work of all trades to determine scope and relation to other work. Examine all existing conditions affecting compliance with Plans and Specifications, by visiting site and/or building. Ascertain access to site, available storage and delivery facilities. Before Commencing Work on Any Phase or in any Area Verify all governing dimensions at site and/or building. Inspect all adjacent work. Tender of Proposal Confirms Agreement All items and conditions referred to herein and/or indicated on accompanying Drawings. No consideration, additional monies or time extensions will be granted for alleged misunderstanding. STAND DOWN DATES Strict and effective enforcement by Contractor’s management and supervision of the following dates and hours is required. Stand-Down Dates (No construction work and no deliveries on site): Commencement Weekend – Note: the house will be occupied and operational until the end of Commencement Weekend. Demolition work that substantially affects use of the house, or public areas of the house shall not commence until the end of Commencement Weekend (05/25/2015). Saturday, May 23, 2015 Sunday, May 24, 2015 Reunion Weekend Saturday, June 6, 2015 Sunday, June 7, 2015 Study and Exam Periods: May 5 – 15, 2015 Student Related Activities: Residence Halls Open August 22, 2014 Restricted Work Dates (delivery& demolition restrictions but otherwise work as usual): Friday, May 22, 2015 Commencement weekend- deliveries and work outside of work area stop at noon Friday, June 5, 2015 Reunion weekend- deliveries and work outside work area stop at noon Student and Academic Services May 5 – 15, 2015 Study/Exam period WORKING HOURS Normal work hours are 8AM-dusk Monday-Saturday except during above noted restrictions. This means that Contractor shall not permit any noise generating activities that could disturb residents to take place outside of these hours. Should any conditions necessitate work to extend beyond these hours – Contractor may submit a detailed written request with reasonable advance notice to Cornell. Cornell (at its sole discretion) may issue a written relaxation of the above but Contractor is advised never to assume that it will be granted. During Construction periods, no work shall take place prior to 9AM in a Residence Hall, Fraternity, Co-Op, Sorority, or any type of Housing Unit. Residence Halls requires 72 hours notification to the Student & Academic Services representative prior to entering a Residence Hall or Student Room. This does not apply to Fraternity, Co-Op or Sorority House which require 24 hours notification to the Facilities Manager. This provision does not apply during periods where the residence or house is unoccupied (05/25/2015 – 08/18/2015). PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 14 00*** SECTION 01 21 00 ALLOWANCES GENERAL RELATED DOCUMENTS This Section describes Allowances to be carried in the Base Bid by the Contractor. The Specification Section containing the pertinent requirements of materials and methods to achieve the Work described herein. Selected materials and equipment are specified in the Contract Documents by allowances. Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when additional information is available for evaluation. DESCRIPTION OF REQUIREMENTS Definition: An allowance is an amount determined by the Owner or calculated by the Contractor based on given quantities and stated on the Bid Form. Such allowances are inclusive of all overhead, profit and any other charges of the Contractor and/or subcontractor in connection therewith Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when additional information is available for evaluation. Items covered by these allowances shall be supplied for such amounts and by such persons as the Owner may direct. All anticipated cost increases to the allowances will require the prior written approval of the Owner. Coordination: Coordinate related Work and modify or adjust adjacent Work as necessary to ensure that Work affected by each accepted allowance is complete and fully integrated into the Project. As the allowance items are installed / incorporated into the project the Contractor will provide to the Owner a separate accounting of the allowance costs and when the actual costs are less than (or more than the allowances with the Owner’s prior written approval) the difference shall be adjusted by Change Order. All unused allowance funds will be credit back to the Owner with a deductive Change Order Allowance Adjustment: To adjust allowance amounts, base each Change Order proposal on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place. If applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins. Include installation costs in purchase amount only where indicated as part of the allowance. If requested, prepare explanation and documentation to substantiate distribution of overhead costs and other margins claimed. Submit claims for increased costs because of a change in scope or nature of the allowance described in the Contract Documents, whether for the Purchase Order amount or the Contractor’s handling, labor, installation, overhead and profit. Submit claims within twenty-one (21) days of receipt of the Change Order or Field Change Authorization authorizing work to proceed. The Owner will reject claims submitted later than twenty-one (21) days after such authorization. Schedule: A "Schedule of Allowances" is included at the end of this Section. Included as part of each allowance are miscellaneous devices, accessory objects or similar items incidental to or required for a complete installation whether or not mentioned as part of the allowance. SCHEDULE OF ALLOWANCES ALLOWANCE NO. 1: Furnish Light Fixtures - $12,000 Allow $12,000 to furnish only of selected lighting fixtures as per Drawings. Installation of furnished fixtures is to be included in Base Bid. No additional costs for installation will be allowed. This allowance includes fixtures S1, S2, L1, L2, L4, and L7 on sheet E-12, and repair/refurbish work to Dining Room Chandeliers, Note G, sheet E-11. All other fixtures are to be included in base bid. ALLOWANCE NO. 2: Furnish carpet runner - $2,400 Allow $2,400 to furnish only carpet runner at Foyer stair from Ground Floor to top riser at First Floor, including landings. Installation of furnished carpet runner is to be included in Base Bid. No additional costs for installation will be allowed. Carpet runner: Basis of Design: English Manor Manchester 3229-0004 “Wine” Custom length runner by Couristan. Machine-made weave, ¼-inch thickness, 100% wool, ends capped. ALLOWANCE NO. 3: Furnish wallpaper - $500 Allow $500 to furnish only wallpaper at Dining Room walls above wall panels. Installation of furnished wallpaper is to be included in Base Bid. No additional costs for installation will be allowed. Wallpaper: Basis of Design: “Open Trellis”, Collection 592-Silhouttes by York Wallcoverings. Pattern shall be AP7489, and selected by Architect from full range of colors. Strippable wallpaper to comply with ASTM F793, Category II, Decorative with Medium Serviceability or III, Decorative with High Serviceability. PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 21 00*** SECTION 01 22 00 UNIT PRICING GENERAL RELATED DOCUMENTS This Section describes Unit Pricing requested by the Owner. The Specification Section containing the pertinent requirements of materials and methods to achieve the Work described herein. DESCRIPTION OF REQUIREMENTS Definition: Unit price is an amount proposed by bidders, stated on the Bid Form, as a price per unit of measurement for materials or services added to or deducted from the Contract Sum by appropriate modification, if estimated quantities of Work required by the Contract Documents are increased or decreased. Procedures. Unit Prices are for work complete, measured in place and cover profit and all other costs and expenses of the subcontractor. Unit Prices include, without limit, all conditions of the contract and all general requirements such as layout, reproduction of Drawings and Specifications, testing and inspection, shop drawing and sample coordination, supervision (field and home office), small tools and expendable items, insurance, taxes, temporary facilities and services, including access and safety, "as-built" drawings, and general and administrative overhead and profit of the subcontractor. To the extent that a subcontractor's Unit Prices are applicable, as determined by the Architect and Cornell University, work shall be priced and paid for or credited in accordance with such Unit Prices; except that a Unit Price shall not apply to any portion of subcontract work which is either reduced or increased by more than 25%. Said Unit Prices shall be valid for the duration of the subcontractor's activity on the project as applicable, unless stipulated elsewhere in the Contract Documents. SCHEDULE OF UNIT PRICES Not Used. PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 22 00*** SECTION 01 23 00 ALTERNATES GENERAL RELATED DOCUMENTS This Section describes the changes to be made under each Alternative. The Specification Section containing the pertinent requirements of materials and methods to achieve the Work described herein. DESCRIPTION OF REQUIREMENTS Definition: An alternate is an amount proposed by Bidders and stated on the Bid Form for certain items that may be added to or deducted from the Base Bid amount if the Owner decides to accept a corresponding change in either the amount of construction to be completed, or in the product, materials, equipment, systems or installation methods described in the Contract Documents. Alternates shall include all overhead, profit and other expenses, including bond costs, in connection therewith. Coordination: Coordinate related Work and modify or adjust adjacent Work as necessary to ensure that Work affected by each accepted alternate is complete and fully integrated into the Project. Notification: Immediately following Contract award, prepare and distribute to each party involved, notification of the status of each alternate. Indicate whether alternates have been accepted, rejected or deferred for consideration at a later date. Include a complete description of negotiated modifications to alternates. Schedule: A "Schedule of Alternates" is included at the end of this Section. Include as part of each alternate, miscellaneous devices, accessory objects or similar items incidental to or required for a complete installation whether or not mentioned as part of the alternate. SCHEDULE OF ALTERNATES ALTERNATE NO. 1 – Wood Flooring Replacement and Refinishing Removal and replacement of existing wood flooring full extent of Foyer, Music Room, Hallway, and Living Room with flooring as shown on Drawings and specified in Section 096400 “Wood Flooring.” Refinishing of existing wood flooring full extent of Dining Room, including repairs as shown on Drawings and specified in Section 096400 “Wood Flooring.” PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 23 00*** SECTION 01 25 00 SUBSTITUTIONS AND PRODUCT OPTIONS GENERAL DESCRIPTION The Contractor shall furnish and install the products specified, under the options and conditions for substitutions stated in this Section. DEFINITIONS Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. Substitutions for Cause: Changes proposed by Contractor that are required due to changed Project conditions that are beyond the Contractor’s control, such as unavailability of product, or regulatory changes. Products that are not available from Contractor’s preferred suppliers does not constitute unavailability of product. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature that is current as of date of the Contract Documents. New Products: Items that have not previously been incorporated into another project or facility. Items salvaged from other projects are not considered new products. Items that are manufactured or fabricated to include recycled content materials are considered new products, unless indicated otherwise. Comparable Product: Product that is demonstrated and approved through submittal process to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. Basis-of-Design Product Specification: A specification in which a specific manufacturer's product is named and accompanied by the words "basis-of-design product," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers named in the specification. ACTION SUBMITTALS Substitution Requests: Submit indicated number of copies of each Substitution Request Form, attached hereto, for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles. In addition to submission of Substitution Request Form, substitutions shall be listed on the Bid Form with description, specification references, and corresponding change in base bid PRODUCTS LIST Within thirty (30) days after the award of Contract, submit to the Architect five copies of a complete list of products which are proposed for installation. Tabulate the products by listing under each specification section title and number. For products specified only by reference standards, list for each such product: Name and address of the manufacturer. Trade name. Model or catalog designation. Manufacturer's data: Reference standards. Performance test data. QUALITY ASSURANCE Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options. Contractor is responsible for providing products and construction methods compatible with other products and construction methods. If a dispute or compatibility issue arises over concurrently selectable but incompatible products, Architect will determine which products shall be used. PROCEDURES Coordination: Modify or adjust affected work as necessary to integrate work of accepted substitutions and approved comparable products. EQUIVALENTS – APPROVED EQUAL Equivalents or Approvals - General The words “similar and equal to”, or “or equal”, “equivalent” and such other words of similar content and meaning shall for the purposes of this Contract be deemed to mean similar or equivalent to one of the named products. For the purposes of Paragraph A and B of this Section 1.4 and for the purposes of Bidding Documents, the word “products” shall be deemed to be include the words “articles”, “materials”, “items”, “equipment” and “methods”. Whenever in the Contract documents one or more products are specified, the words “similar and equal to” shall be deemed inserted. Whenever any product is specified in the Contract documents by a reference to the name, trade name, make or catalog number of any manufacturer or supplier, the intent is not to limit competition, but to establish a standard of quality which the Architect has determined is necessary for the Project. The Contractor may at its option use any product other than that specified in the Contract Documents provided the same is approved by the Architect in accordance with the procedures set forth in Paragraph B of this Section 1.4. In all cases the Architect shall be the sole judge as to whether a proposed product is to be approved and the Contractor shall have the burden of proving, at its own cost and expense, to the satisfaction of the Architect, that the proposed product is similar and equal to the named product. In making such determination the Architect may establish such objective and appearance criteria as it may deem proper that the proposed product must meet in order for it to be approved. Nothing in the Contract Documents shall be construed as representing, expressly or implied, that the named product is available or that there is or there is not a product similar and equal to any of the named products and the Contractor shall have and make no claim by reason of the availability or lack of availability of the named product or of a product similar and equal to any named product. The Contractor shall have and make no claim for an extension of time or for damages by reason of the time taken by the Architect or by reason of the failure of the Architect to approve a product proposed by the Contractor. Request for approval of proposed equivalents will be received by the Architect only from the Contractor. Equivalents or Approvals After Bidding Request for approval of proposed equivalents will be considered by the Architect after bidding only in the following cases: (a) the named product cannot be obtained by the Contractor because of strikes, lockouts, bankruptcies or discontinuance of manufacturer and the Contractor makes a written request to the Architect for consideration of the proposed equivalent within ten (10) calendar days of the date it ascertains it cannot obtain the named product; or (b) the proposed equivalent is superior, in the opinion of the Architect, to the named product; or (c) the proposed equivalent, in the opinion of the Architect, is equal to the named product and its use is to the advantage of the Owner, e.g., the Owner receives an equitable credit, acceptable to it, as a result of the estimated cost savings to the Contractor from the use of the proposed equivalent or the Owner determines that the Contractor has not failed to act diligently in placing the necessary purchase orders and a savings in the time required for the completion of the construction of the Project should result from the use of the proposed equivalent; or (d) the proposed equivalent, in the opinion of the Architect, is equal to the named product and less than ninety (90) calendar days have elapsed since the Notice of Award of the Contract. Where the Architect pursuant to the provisions of this Section 1.4 approves a product proposed by the Contractor and such proposed product requires a revision or redesign of any part of the work covered by this Contract, all such revision and redesign and all new Drawings and details required therefore shall be subject to approval of the Architect and shall be provided by the Contractor at its own cost and expense. Where the Architect pursuant to the provisions of this Section approves a product proposed by the Contractor and such proposed product requires a different quantity and/or arrangement of duct work, piping, wiring, conduit or any other part of the work from that specified, detailed or indicated in the Contract Documents, the contractor shall provide the same at its own cost and expense. CONTRACTOR'S OPTIONS For products specified only by reference standard, select any product meeting that standard, by any manufacturer. For products specified by naming several products or manufacturers, select any one of products and manufacturers named. Products: Restricted List (Products): Where Specifications include paragraphs or subparagraphs titled “Products” or that include the phrase “provide one of the following”, and include a list of names of both manufacturers and products, provide one of the products listed that complies with requirements. Comparable products for Contractor's convenience will not be considered. Substitutions may be considered, unless otherwise indicated. Non-restricted List (Available Products): Where Specifications include paragraphs or subparagraphs titled “Available Products” or that include the phrase “include, but are not limited to, the following”, and include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product. Manufacturers: Restricted List (Manufacturers): Where Specifications include paragraphs or subparagraphs titled “Manufacturers” or that include the phrase “provide products by one of the following”, and include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products for Contractor's convenience will not be considered. Substitutions may be considered, unless otherwise indicated. Non-restricted List (Available Manufacturers): Where Specifications include paragraphs or subparagraphs titled “Available Manufacturers” or that include the phrase “include, but are not limited to, the following”, and include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed manufacturer's product. Basis-of-Design Product: Where Specifications name a product, or refer to a product indicated on Drawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Restricted List (List of Manufacturers): Where Specifications include paragraphs or subparagraphs titled “Basis-of-Design Product”, and include a list of other manufacturers' names, provide the specified or indicated product or a comparable product by one of the other named manufacturers that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product by one of the other named manufacturers. Substitutions may be considered, unless otherwise indicated. Non-restricted List (No List of Manufacturers): Where Specifications include paragraphs or subparagraphs titled “Basis-of-Design Product”, and do not include a list of other manufacturers’ names, provide the specified or indicated product or a comparable product by another manufacturer that complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed manufacturer's product. For products specified by naming one or more products or manufacturers and stating "or equal", the Contractor shall submit a request as for substitutions, for any product or manufacturer not specifically named. Such substitution shall have been listed on Bid Form as required in Instructions to Bidders. If not so listed, no substitution will be allowed. For products specified by naming only one product and manufacturer, no option and no substitution will be considered unless listed on the Bid Form as provided in the Instructions to Bidders. SUBSTITUTIONS Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 21 days prior to time required for preparation and review of related submittals. Substitutions for Convenience: Submit requests for substitution within thirty (30) days of contract award. Submit a separate request for each substitution in triplicate. Support each request with: Completed "Substitution Request Form" in approved format attached at end of this Section. Complete data substantiating compliance of the proposed substitution with requirements stated in Contract Documents: Product identification, including manufacturer's name and address. Manufacturer's literature; identify: Product description. Reference standards. Performance and test data. Samples, as applicable. Name and address of similar projects on which product has been used, and the date of each installation. An itemized comparison of the proposed substitution with the product specified listing any variations. Data relating to any changes in the construction schedule. The effect of the substitution on each separate contract of the Project. List any changes required in other work or projects. Designate any required license fees or royalties. Designate availability of maintenance services, and source of replacement materials. Substitutions shall not result in additions to the Contract Sum. Substitutions will not be considered as having been accepted when: They are indicated or implied on shop drawings or product data submittals without a formal request from the Contractor. They are requested by a subcontractor or supplier. The acceptance will require substantial revision of Contract Documents. Substitute products shall not be ordered or installed without written acceptance of the Owner. The Owner and the Architect shall be the sole judges of the acceptability of a proposed substitution. COMPARABLE PRODUCTS Conditions for Consideration: Contractor's request for approval of comparable product will be considered when the following conditions are satisfied. If the following conditions are not satisfied, Architect may reject or return requests without action, except to record noncompliance with these requirements. Where products or manufacturers are specified by name, submit the following, in addition to other required submittals, to obtain approval of an unnamed product or manufacturer: Evidence that the proposed product does not require revisions to the Contract Documents that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the product specified. Evidence that proposed product provides specified warranty. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners, if requested. Samples, if requested. CONTRACTOR'S REPRESENTATION In making a formal request for a substitution the Contractor represents that: By submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor thereby represents that he has determined and verified all dimensions, quantities, field dimensions, relations to existing work, coordination with work to be installed later, coordination with information on previous Shop Drawings, Product Data, or Samples and compliance with all the requirements of the Contract Documents. The accuracy of all such information is the responsibility of the Contractor. The Contractor has personally investigated the proposed product and has determined that it is equal to or superior in all respects to that specified. The Contractor will provide the same warranties or bonds for the substitution as for the product specified. The Contractor will coordinate the installation of an accepted substitution into the Work, and will make such changes as may be required for the Work to be complete in all respects. The Contractor waives all claims for additional costs related to the substitution which may subsequently become apparent. ARCHITECT'S DUTIES Review Contractor's requests for substitutions with reasonable promptness. Transmit evaluations and recommendations to the Owner, so that the Owner can notify the Contractor of the decision for acceptance or rejection of the request for substitution. PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 25 00*** SECTION 01 31 19 PROJECT MEETINGS GENERAL DESCRIPTION The Owner will schedule and administer pre-construction meeting, periodic progress meetings, and specially called meetings throughout the progress of the work. Prepare agenda for meetings. Distribute written notice of each meeting four days in advance of meeting date. Make physical arrangements for meetings. Preside at meetings. Record the minutes; include all significant proceedings and decisions. Duplicate and distribute copies of minutes after each meeting. To all participants in the meeting. To all parties affected by decisions made at the meeting. To the Architect. Representatives of Contractor, subcontractors and suppliers attending the meetings shall be qualified and authorized to act on behalf of the entity each represents. PRE-CONSTRUCTION MEETING Schedule within (10) days after date of Notice to Proceed. Location: A central site, convenient for all parties. Attendance: Owner's Representative(s) Contractor(s) Architect and its professional consultants Commissioning Agent Major Subcontractors Major suppliers Safety Representatives for the Owner and Contractor Commissioning Agent Minimum Agendum: Distribution and discussion of: List of major subcontractors and suppliers Projected Construction Schedules Critical work sequencing Identification of major shut downs and approximate schedule Major equipment deliveries and priorities Project Coordination Designation of responsible personnel Procedures and processing of: Field decisions Proposal requests Submittals Change Orders Applications for Payment Requests for Information Daily Reports Adequacy of distribution of Contract Documents Procedures for maintaining Record Documents Use of premises: Office, work and storage areas Owner's requirements Job site personnel conduct Building access and security Temporary facilities, controls and construction aids Temporary utilities Safety and first-aid procedures Site specific safety plan Security procedures Housekeeping procedures Affirmative Action Plan and Reporting requirements PROGRESS MEETINGS Schedule regular periodic meetings on the site, not less than once every two weeks throughout the Construction period. Attendance: Architect Architect's professional consultants when, in the opinion of the Owner, needed General Contractor, including Site Superintendent Owner's Representatives Commissioning Agent, as appropriate to agenda Subcontractors as appropriate to the agenda Suppliers as appropriate to the agenda Safety Representative Minimum Agenda: Review, approval of minutes of previous meeting Review percentage of work to be in place by next meeting by individual trades Review of work progress since previous meeting Field observations, problems, and conflicts Problems which impede Construction Schedule Review of off-site fabrication, delivery schedules Corrective measures and procedures to regain projected schedule Revisions to Construction Schedule Planned progress and schedule, during succeeding work period Coordination of schedules Review submittal schedules; expedite as required Maintenance of quality standards Building Commissioning Review status of all issued proposal requests and change orders Review proposed changes for: Effect on Construction Schedule and on completion date Effect on other contracts of the Project Other business All decisions, instructions, and interpretations given by the Architect/Engineer or its representative at these meetings shall be binding and conclusive on the Contractor. PRODUCTS – NOT USED EXECUTION – NOT USED ****END OF SECTION 01 31 19*** SECTION 01 31 50 ELECTRONIC PROJECT MANAGEMENT GENERAL SUMMARY Owner Provided System: The Contractor will utilize the Owner’s electronic Project Management (e-PM) system eBuilder on this project. The Owner shall manage the day to day use of the Owner provided ePM system and organize the training, support and maintenance of the ePM Website System for the entire project team for the period of its use on the Project. There are no fees to utilize this system. RELATED SECTIONS General Conditions Article 9 – Coordination and Cooperation. Section 01 33 00 – Submittal Procedures DEFINITIONS ePM: defined as an internet-based information and project communication system that allows the entire project team to collaborate in a centralized and secured repository. All project-specific correspondence, workflow processes, and documentation will be stored and routed within the ePM system. PROCEDURES Users will be provided a username and password. The Contractor shall log into the e-PM system to enter the Project Documentation listed in section 2.0. All correspondence should be communicated through the e-PM system. Training The Owner will hold training sessions to familiarize team members with the system, and all Contractor staff are expected to attend one of these sessions or otherwise receive proper training on the system’s use. All cost for personnel time and travel to attend the training as needed shall be included in the contractor’s proposal The Contractor shall provide on-site his or her own personal computer(s) and personal computer equipment that will allow the Contractor and his/her staff to access and use the ePM Website System in a timely and efficient manner. At a minimum the Contractor is to provide the following equipment and software: Web Browser: with high-speed connection, up/down loading capability Color printer and plotter capable of full-size document production Scanner: capable of scanning a high volume of project documents clearly and quickly Digital Camera: (1) single lens reflex (SLR) type camera Portable Document Format (PDF) Reader/writer software Contractor shall log on to the ePM Website System on a daily basis, and as necessary to be kept fully appraised of the project developments, correspondence, assigned tasks and other matters that occur on the site. These may include but are not limited to RFI’s, action items, meeting minutes, discussion threads, schedule updates, submittals, submittal log, punch list items, daily reports, site photos and/or videos and pre-construction surveys. PROCESS OVERVIEW The Contractor is required to timely and accurately post, review, respond, and collaborate with other team members using the following features and/or workflow processes within the ePM system. Project Team Directory – Contractor shall provide an updated directory of contact information for all companies, subcontractors and project team members who are engaged on this project. Request for Information (RFI): All project RFI’s will be submitted using the ePM Website System. Attachments to RFI’s (which may include sketches, photographs, documentation, and the like, will be uploaded to the ePM Website System and attached to the RFI electronically. Meeting Minutes: Contractor shall enter meeting agendas, records and minutes in the system for all applicable meetings as designated by the Owner. General Communications, memorandums and Letters (Project Correspondence): Shall be created in or posted to the ePM Website System in PDF format electronically linked to action items. These action items shall include names of party (ies) required to respond, time frame within which action is to be taken and any solutions the Contractor recommends. Drawings and Specifications: The Contract Documents will be posted to the ePM Website System as directed by the Owner. The Owner shall retain the right to assign download rights to active CAD or model files. CAD or model files, in any format, posted to the ePM Website System are for viewing and printing only and cannot be edited. Submittals: All submittals shall be fully electronic. Reference Section 01 33 00. Submittal Schedule and Log: Contractor shall post and/or update on a daily basis. Field Reporting: The Contractor shall post and/or update on a daily basis all reports required by other specification sections. These reports include, but are not limited to, daily construction reports, material location reports, unusual event reports, safety and accident reports. Project Photographs: Contractor shall upload project photographs to the ePM system, field by date and type including but not limited to: General Progress Photographs RFI Issues Non-Conforming Work Special Events As required by individual Specification Sections Project Schedule: The contractor shall post, distribute, review, and/or respond to the project schedule, monthly updates, and any other schedule submittals onto the ePM in both native and PDF formats. Permits & Approvals: Contractor shall upload and maintain current copies of all permits and agency approvals that relate to the project. Issue Tracking: Contractor to log and respond to issues that are related and affect other stakeholders within the project team. Quality Assurance: The Owner will issue reports on conforming items in the ePM system. The Contractor is required to review and respond with corrective actions in the system. Change Management – Cost Events and Change Orders will be managed by the e-PM system and the Contractor shall be responsible for reporting potential changes and logging Requests for Change Orders in the system. The Contractor shall also upload and manage all documentation supporting Requested Change Orders. Pay Applications Requests (Invoices) – The Contractor shall create and submit invoices for review by the Owner. Once the invoices are agreed to by the Owner then the invoices should be submitted electronically per the instructions for the ePM system. Budget and Cost Management – Contractor to provide estimates and work breakdown structure (WBS) to provide Owner with accurate budget/cost analysis. ADDITIONAL INFORMATION The Owner may change the standards for distribution and process prescribed above as required to suit the project. The Owner shall retain ownership of all data entered into either system and shall administrate and distribute all information contained therein. PRODUCTS – NOT USED EXECUTION – NOT USED ****END OF SECTION 01 31 50*** SECTION 01 32 16 CONSTRUCTION SCHEDULE GENERAL SUMMARY The Contractor shall, within 14 days after award of the Contract, prepare and submit to the Owner estimated construction progress schedules for the entire Work, with sub-schedules of related activities which are essential to the progress of the Work. Conferences will be held with the Architect, Owner and Contractor at the start of the project to agree mutually on a progress schedule which must be diligently followed. Submit revised progress schedules periodically and when requested to do so by Owner. Submit to Owner and Architect a cash flow projection in accordance with Schedule of Values. Submit electronic versions of all schedules, including updates, as well as all back-up to the submitted schedules. FORM OF SCHEDULES Prepare Network Analysis system, or prepare schedules in the form of a horizontal bar chart. Provide separate horizontal bar for each trade or operation. Horizontal time scale: Identify the first work day of each week. Scale and spacing: To allow space for notations and future revisions. Format of listings: The chronological order of the start of each item of work. Identification of listings: By specification section numbers. CONTENT OF SCHEDULES Construction Progress Schedule: Show the complete sequence of construction by activity. Show the dates for the beginning, and completion of, each major element of construction. Specifically list: Site clearing Site utilities Foundation work Structural framing Subcontractor work Equipment installations Finishes Pre-Installation meetings Show projected percentages of completion for each item, as of the first day of each month. Show estimated dates for the beginning and completion of work which must be completed by or coordinated with the Owner such as hazardous materials abatement, moving, training and other such items as they are identified. Submittals Schedule for Shop Drawings, Product Data and Samples: Confer with the Architect and agree on all elements of the Submittals Schedule. The schedule will be based on the understanding that minimum turn-around time in the Architect's office is ten (10) working days. Some submittals or groups of submittals may take longer to review. Submittals which do not conform to the agreed schedule may be subject to delays in processing. Show: The dates for Contractor's submittals. The dates reviewed submittals will be required from the Architect. Confirmed lead time for manufacturing, production, fabrication and shipment to the project site of all materials which have an impact on the critical path of the Project's construction schedule. PROGRESS REVISIONS Indicate progress of each activity to date of submission. Show changes occurring since previous submission of schedule: Major changes in scope Activities modified since previous submission Revised projections of progress and completion Other identifiable changes Provide a narrative report as needed to define: Problem areas, anticipated delays, and the impact on the schedule. Corrective action recommended, and its effect. The effect of changes on schedules of other prime contractors. SUBMISSIONS Submit initial Construction Progress Schedules within fifteen (15) calendar days after award of Contract. Owner will review schedules and return review copy within ten (10) days after receipt. If required, resubmit within seven (7) days after return of review copy. Submit progress revision schedules to accompany each application for payment. Submit Submittals Schedule within thirty (30) calendar days after date of commencement of work. Submit one reproducible transparency and one opaque reproduction. DISTRIBUTION Distribute copies of the reviewed schedules to: Owner Job Site personnel Subcontractors Other concerned parties Instruct recipients to report to the Contractor, in writing, any problems anticipated by the projections of the schedule. ***END OF SECTION 01 32 16*** SECTION 01 32 33 PHOTOGRAPHIC DOCUMENTATION GENERAL DESCRIPTION The Contractor shall provide existing condition photographs taken before commencement of Work, progress photographs taken periodically during progress of the Work, and final photographs upon completion and full occupancy of the building. SUBMITTALS Progress Submittals Key Plan: Submit key plan of Project area and building with notation of vantage points marked for location and direction of each photograph. Submit digital photograph electronic files, organizationally filed by week. Submit image files within five days of taking photographs. Each photograph shall be identified with project title, date, and a description of the view. Closeout Submittals Record Photograph Submittal Format: Compile all photographs taken throughout the work and submit in CD format. Submit one CD to Architect and one CD to Owner. PRODUCTS – NOT USED EXECUTION EXISTING CONDITION PHOTOGRAPHS Before commencement of selective demolition, take photographs of Project area and surrounding areas, including existing items to remain during construction. PROGRESS PHOTOGRAPHS Photographs shall be taken weekly in a manner which completely documents the work. The photographs shall be submitted to the Owner at the end of the first week for review. Provide photographs of any wall assembly containing MEP, A/V or any infrastructure that will thereafter become concealed-prior to closure. Note location on Key Plan. FINAL COMPLETION PHOTOGRAPHS Photographs shall be taken in a manner which completely documents the completed work, for submission as project record documents. ***END OF SECTION 01 32 33*** SECTION 01 33 00 SUBMITTAL PROCEDURES GENERAL DESCRIPTION Section includes administrative and procedural requirements for submittals, including the following: Shop Drawings Product Data Samples Quality Assurance and Quality Control Submittals Coordination Drawings Certification of Asbestos free products Designate in the construction schedule, and/or in a separate Submittals Schedule, the dates for submission and the dates reviewed Shop Drawings, Product Data and Samples will be needed. With the exception of physical samples and color charts, or as otherwise approved by the Owner, all submittals shall be electronic images in PDF format created electronically (saved with commenting allowed) which shall be submitted for review and approval via the electronic project management web site. PDFs shall be created directly from the native file format electronically. Scanning of paper to PDF shall be used minimally. Any non-electronic submittals shall be approved on a case by case basis and logged into the electronic management system as directed by a Cornell representative. SHOP DRAWINGS Drawings shall be newly prepared information drawn accurately to scale by skilled draftsmen and presented in a clear and thorough manner. Highlight, encircle, or otherwise indicate deviations from Contract Documents. Do not reproduce Contract Documents or copy standard information as basis of Shop Drawings. Standard information prepared without specific reference to Project is not Shop Drawing. Shop Drawings include fabrication and installation Drawings, setting diagrams, schedules, patterns, templates and similar Drawings. Include the following information: Dimensions. Identification of products and materials included by sheet and detail number. Compliance with specified standards. Notation of coordination requirements. Notation of dimensions established by field measurements. Submittal: For electronic transmittal, submittals shall be distributed electronically via the electronic project management system and will be reviewed and returned electronically marked with action taken. Maintain returned print as a “Record Document”. PRODUCT DATA Product Data includes brochures, diagrams, standard schedules, performance charts, and instructions that illustrate physical size, appearance and other characteristics of materials and equipment, including asbestos-free certifications. Collect Product Data into a single submittal for each element of construction or system. Clearly mark each copy to show applicable choices and options. Failure to do so with result in rejection of the submission. Show performance characteristics and capacities. Show dimensions and clearances required. Show wiring or piping diagrams and controls. Where Product Data includes information on products that are not required, eliminate or mark through information that does not apply. Supplement standard information to provide information specifically applicable to the Work. Preliminary Submittal: Submit single copy of Product Data where selection of options by Architect is required. Submittals: For electronic transmittal, submittals shall be distributed electronically via the electronic project management system and will be reviewed and returned electronically marked with action taken. Maintain one (1) copy as a “Record Document”. SAMPLES Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, color range sets, and swatches showing color, texture, and pattern. Office samples shall be of sufficient size and quantity to clearly illustrate: Functional characteristics of the product, with integrally related parts and attachment devices. Full range of color, texture and pattern. Field samples and mock-ups: Contractor shall erect, at the Project site, at a location acceptable to the Architect. Size or area: that specified in the respective specification section. Fabricate each sample and mock-up complete and finished. Remove mock-ups when directed by the Architect. Perform necessary work to bring any area disturbed by mock-ups to the areas original condition. Submit fully fabricated Samples cured and finished as specified and physically identical with material or product proposed. Mount or display Samples in manner to facilitate review of qualities indicated. Identify Samples with generic description, product name, and name of manufacturer. Submit Samples for review and verification of size, kind, color, pattern, and texture. Where variation in color, pattern, texture, or similar characteristics is inherent in material or product represented, submit at least three (3) multiple units that show approximate limits of variations. Preliminary Submittals: Submit one (1) full set of choices where Samples are submitted for Architect’s selection of color, pattern, texture, or similar characteristics from a range of standard choices. Submittals: Submit four (4) sets for Architect’s review. Architect will return at least one (1) set marked with action taken. Maintain sets of Samples, as returned, at Project Site, for quality comparisons throughout course of construction. Additionally, for electronic transmittal, photograph sample and its label and attached to the submittal from electronically via the electronic project management. QUALITY ASSURANCE AND QUALITY CONTROL SUBMITTALS Quality assurance and quality control submittals include design data, test reports, certifications, manufacturer’s instructions, and manufacturer’s field reports. Professional design services or certifications: Where Contract Documents require professional design services or certifications by a design professional, Contractor shall cause such services or certifications to be provided by a qualified design professional, whose registration seal shall appear on drawings, calculations, specifications, certifications, Shop Drawings, and other submittals prepared by such professional. Architect shall be entitled to rely upon adequacy, accuracy, and completeness of services, certifications, or approvals performed by such design professionals. Inspection and Test Reports: Requirements for submittal of inspection and test reports from independent testing agencies as specified in the Contract Documents. Manufacturer’s instruction: Preprinted instructions concerning proper application or installation of system or product. Manufacturer’s field reports: Reports documenting testing and verification by manufacturer’s field representative to verify compliance with manufacturer’s standards or instructions. Submittals: For electronic transmittal, submittals shall be distributed electronically via the electronic project management system and will be reviewed and returned electronically marked with action taken. Maintain one (1) additional copy as “Record Document”. COORDINATION DRAWINGS The Contractor shall coordinate and manage the preparation and submittal of coordinated layouts of the mechanical, electrical and fire protection systems and equipment for all areas; drawn at a scale not less than 1/4" per foot showing on both plan and elevation including but not limited to all equipment, ducts, pipe sleeves, piping including plumbing and, sprinkler system, lighting, special supports and other items contained within the space. Show mechanical and electrical services as well as architectural and structural features drawn to scale. Provide electronic record of each coordination drawing submitted in TIFF and PDF formats to the Owner. Provide coordination drawings for all corridors, laboratories, offices, mechanical rooms, boiler room, shafts, tunnels, and all congested areas. Copies of coordination drawings shall be distributed to all trades to assure a complete, coordinated installation of work within the space available. Submittal and review of coordination drawings will be required thirty (30) days prior to commencement of fabrication and/or installation of any work item. Prepare and submit coordinated layouts of the mechanical and electrical systems and equipment for all areas; drawn at a scale not less than 3/8 inch =1 foot (1:32) showing on both plan and elevation including but not limited to all equipment, ducts, pipe sleeves, piping including plumbing and, sprinkler system, lighting, special supports and other items contained within the space. Show mechanical and electrical services as well as architectural and structural features drawn to scale. Provide copies of each coordination drawing submitted. Provide coordination drawings for all spaces, including but not limited to, corridors, laboratories, offices, mechanical rooms, boiler room, shafts, tunnels, and other areas. Copies of coordination drawings shall be distributed to all trades to assure a complete, coordinated installation of work within the space available. Show architectural, structural and other adjacent work requiring coordination with services. Show items, including but not limited to, access doors, ceiling grids, ceiling construction, structural decks and framing, fixtures, devices, and other adjacent work coordinated with services and architectural layouts shown on Drawings. Prepare plans, sections, elevations, and details as needed to describe relationship of various systems and components. Supplement plan drawings with section drawings where required to adequately represent the Work. Include room names and numbers of each space. Coordinate the addition of trade-specific information to the coordination drawings by multiple entities in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review. Contract drawings are diagrammatic. Exact location of receptacles, light fixtures, exit signs, fire alarm devices, and other devices shall be coordinated with the Architectural Drawings and shall not be scaled from locations indicated on the Mechanical and Electrical Drawings. Coordinate modifications in layout as necessary to complete the Work in accordance with the design intent. Coordinate modifications in layout and components necessary to ensure maintenance accessibility and prevent conflict between each portion of the Work. Maintain maximum headroom at all locations. Unless indicated otherwise, all mechanical and electrical systems and associated components are to be installed as tight to underside of structure as possible. Indicate functional and spatial relationships of components of architectural, structural, mechanical, plumbing, fire protection, electrical systems, communications systems, security systems, and other portions of the Work. Drawings shall indicate dimensions, to avoid interference with existing conditions, structural frame, ceilings, partitions, services, and other portions of the Work. Where conflicts occur with placement of materials of various portions of the Work, Contractor shall be responsible to resolve conflicts and coordinate the available space to accommodate each portion of the Work. Adjustments resulting from coordination shall be initialed and dated by the entity(s) affected by the adjustments. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation. Show location and size of access doors and access panels required for access to concealed dampers, valves, and other controls. Indicate required installation sequences. Indicate dimensions, elevations, and alignments shown on the Drawings. Specifically note dimensions, elevations, and alignments that appear to be in conflict with submitted equipment and minimum clearance requirements and notify Architect. Provide alternate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. Indicate suspended ceiling heights and show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Indicate locations of fire-rated partitions, smoke partitions, and other required barriers. Plenum Space: Indicate sub-framing for support of ceiling and wall systems, mechanical and electrical equipment, toilet partitions, overhead-mounted equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components and notify Architect. Exposed Ceiling Construction: In addition to other indicated information, show fully-dimensioned locations of all items exposed at ceiling space. Indicate alignment requirements and centerline locations of light fixtures, ducts, piping, conduit, and other services. Show dashed outline locations of laboratory casework, shelving, and other items that extend 7 feet or more above the floor. Mechanical and Electrical Rooms: Provide coordination drawings for mechanical and electrical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment. Indicate paths of egress from rooms. Indicate paths for equipment removal from rooms. Indicate clear areas required for access and maintenance. Structural Penetrations: Indicate scheduled and requested penetrations and openings required for all disciplines. Request un-scheduled penetrations and openings where Contractor has reviewed, analyzed, and coordinated all possible routing options and structural penetrations are only feasible option to accommodate indicated ceiling heights. Refer to the drawings for general guidelines and request confirmation by Architect for structural penetrations. Mechanical and Plumbing Work: Show dimensioned locations, sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, accessories, and support systems. Show locations of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment. Electrical Work: Show electrical distribution, systems, equipment, and runs of vertical and horizontal conduit 1-1/4 inches (32 mm) in diameter and larger. Show light fixture, exit light, emergency battery pack, smoke detector, fire alarm, and other device locations. Show panel board, switch board, switchgear, transformer, bus way, generator, and motor control center locations. Show location of pull boxes and junction boxes, dimensioned from column center lines. Show lighting control systems. Show cable tray layouts including vertical and horizontal offsets and transitions, clearances for access above and to side of cable trays, and vertical elevation of cable trays above the floor or bottom of ceiling structure. Fire Suppression System: Show locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads. Refer to individual Sections for additional Coordination Drawing requirements for Work in those Sections. Contractor Sign-Off: Contractor and each entity performing portions of the Work shall sign and date coordination drawings. Review: Architect will review coordination drawings to confirm that the Work is being coordinated, but not for the details of the coordination, which are Contractor's responsibility. If Architect determines that coordination drawings are not being prepared in sufficient scope or detail, or are otherwise deficient, Architect will so inform Contractor, who shall make changes as directed and resubmit. Review of coordination drawings shall not reduce Contractor’s responsibility for final coordination of installation and maintenance clearances of systems and equipment with existing conditions and each portion of the Work. Submittal and review of coordination drawings will be required before work can start in any given area of the building. CONTRACTOR RESPONSIBILITIES Review submittals for compliance with Contract Documents and approve submittals prior to transmitting to the Architect. Specifically record deviations from Contract Document requirements, including minor variations and limitation. Comply with requirements of Section 01 25 00 Substitutions and Product Options. Contractor’s approval of submittals shall indicate that the Contractor has determined and verified materials, field measurements and field construction criteria, and has checked and coordinated information within each submittal with requirement of the Work and Contact Documents. Field conflicts which arise from the contractor’s failure to fully review and approve submittals before ordering equipment, will result in the contractor being burdened with all costs to remediate the situation. Contractor shall be responsible for: Compliance with the Contract Documents Confirming and correlating quantities and dimensions Selecting fabrication processes and techniques of construction. Coordination of the work represented by each submittal with other trades. Performing the work in a safe and satisfactory manner. Compliance with the approved Construction Schedule. All other provisions of the agreements. It is understood that the Architect's notation on the submittals is not to be construed as an authorization for additional work or additional cost. If any notations represent a change to the Contract Sum, submit a cost proposal for the change in accordance with procedures specified before proceeding with the work. It is understood that the Architect's notation on the submittal is not to be construed as approval of colors. Make all color-related submittals at one time. Notify the Architect by letter of any notations made by the Architect which the Contractor finds unacceptable. Resolve such issues prior to proceeding with the Work. Begin no fabrication of work until all specified submittal procedures have been fulfilled. Do not submit shop drawings, product data or samples representing work for which such submittals are not specified. The Architect shall not be responsible for consequences of inadvertent review of unspecified submittals. The review of shop drawings shall not relieve the Contractor of the responsibility for proper construction and the furnishing of materials and labor required even though the same may not be indicated on the review shop drawings. Certify that only asbestos free material is used in the execution of all work. Reference Section 01 35 39 SUBMITTAL PROCEDURES Coordination Coordinate submittals with performance of construction activities in accordance with the Submittal Schedule approved by the Architect and Owner. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals and related activities that require sequential activity. Prepare and transmit each submittal in accordance with the Submittals Schedule, agreed to by all entities involved. Prepare, review, approve and transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. Architect's Review: Allow ten (10) working days for Architect's initial processing of each submittal requiring the Architect’s review and response, except for longer periods required as noted below, and where processing must be delayed for coordination with subsequent submittals. The Architect will advise the Contractor promptly when it is determined that a submittal being processed must be delayed for coordination. Allow ten (10) working days for Architect's reprocessing of each submittal. Notify the Architect when processing time for a submittal is critical to the progress of the work, and the work would be expedited if its processing time could be shortened. An additional 5 working days will be required for items specified in Divisions 2, 3, 5, 23 and 26, and for Architectural Woodwork, Hollow Metal Work and Hardware Schedules. Allow time for delivery in addition to review. Allow time for reprocessing each submittal. No extension of Contract Time will be authorized because of failure to prepare submittals sufficiently in advance of Work to permit processing. Submittals made which do not conform to the schedule are subject to delays in processing by the Architect. Refer to Section 01 32 16 Construction Schedules for requirements of the Submittals Schedule. Failure of the Contractor to obtain approval of Shop Drawings shall render all work thereafter performed to be at Contractor’s sole risk, cost and expense. Submittal Preparation Place permanent label or title block on each submittal for identification. Indicate name of entity that prepared each submittal on label or title block. Provide space on label or beside title block on Shop Drawings to record Contractor's stamp, initialed or signed, certifying to review of submittal, action taken, verification of products, field measurements and field construction criteria, and coordination of the information within the submittal with requirements of the Work and of Contract Documents. Include following information on label for processing and recording action taken. Project name and number. Date of submission and the dates of any previous submissions. Contract identification. Name of Architect. Name and address of Contractor. Name of subcontractor. Name of manufacturer. Name of supplier. Drawing, detail or specification references, including section number, as appropriate to clearly identify intended use of product. Field dimensions, clearly identified as such. Relation to adjacent or critical features of the work or materials. Applicable standards, such as ASTM or Federal Specification numbers. A blank space for the Architect’s stamps. Identification of revisions on re-submittals, other than those noted by the Architect on previous submittals. Shop drawings with the comment "by others" are not acceptable. All such work must specifically identify the related responsible subcontractor. Submittal Transmittal Package each submittal appropriately for transmittal and handling. Transmit each submittal using a transmittal form. On transmittal, record relevant information including deviations from Contract Document requirements, including minor variations and limitations. Transmit submittals via the electronic project management system to Architect unless otherwise noted or directed. Where noted or directed, transmit submittals via the electronic project management system to Architect’s consultant and forward copy of transmittal form to Architect. RECORD SUBMITTALS Provide a record copy of the submittal to the Commissioning Agent in electronic format. . Record copy shall be a clean copy (free of notes from the design professional) which has been updated to reflect the “as-installed” system. Provide document in PDF format. Record copy of the submittal must be forwarded to the Commissioning Agent within fourteen (14) calendar days of the final approved submittal. Provide a record copy of the submittal (hard and electronic format) for the O&M Manual. RESUBMISSION REQUIREMENTS Make any corrections or changes noted on previous submittals. Shop Drawings and Product Data: Revise initial drawings or data, and resubmit as specified for the initial submittal. Indicate any changes which have been made other than those noted by the Architect. Samples: Submit new samples as required for initial submittal. ARCHITECT'S DUTIES Review submittals with reasonable promptness as identified in 1.8, paragraph 5 of this Section. Notations on the Submittal Review Stamp mean the following: "No Exception" indicates that no deviations from the design concept have been found and Work may proceed. "Make Corrections Noted" indicates that deviations from the design concept which have been found are noted, and the Contractor may proceed accordingly. "Revise and Resubmit" or “Rejected” indicates that Work covered by submittal, including purchasing, fabrication, delivery, or other activity may not proceed. Revise or prepare new submittal according to Architect’s notations; resubmit without delay. Repeat if necessary to obtain different action mark. Informational Submittals: Submittals for information or record purposes, including Quality Assurance and Quality Control Submittals, and Material Safety Data Sheets (MSDS), will not require responsive action by the Architect. Architect will forward informational submittals without action. Architect will reject and return informational submittals not in compliance with Contract Documents. Incomplete Submittals: Architect will return incomplete submittals without action. Unsolicited Submittals: Architect will return unsolicited submittals to sender without action. Return submittals to Contractor for distribution, or for resubmission. DISTRIBUTION Distribute reviewed Shop Drawings and copies of Product Data when possible via the electronic project management system to: Job site file Record Documents file Subcontractors Installers Suppliers Manufacturers Fabricators Architect Owner Do not permit use of unmarked copies or rejected copies of submittals in connection with construction at Project Site or elsewhere where Work is in progress. PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 33 00*** SECTION 01 35 29 GENERAL HEALTH & SAFETY GENERAL DESCRIPTION This Section provides requirements for general health and safety during the project. The requirements of this Section shall apply to both Contractor and all tiers of sub-contractors involved in the project. In addition to the requirements of this Section, all laws and regulations by applicable local, state, and federal agencies shall apply to the work of this contract. In some cases the requirements of these Specifications may by intention exceed such legal requirements, but in no case shall this Specification be interpreted or understood to reduce or eliminate such requirements. CONTRACTOR’S SAFETY PLAN The Contractor will submit a site Safety Plan for review by Cornell University before commencement of work on the site. The safety plan should address site specific safety concerns related directly to the Work being done. The following safety plan review checklist is provided to assist contractors in tailoring their safety plan to the Work. Safety plans that inadequately address safe operations and equipment will be returned for resubmission. Failure to submit an appropriate site safety plan may result in denial of the payment. In addition, Contractor shall provide the names and contact information for all site safety personnel, including the Site Health and Safety Officer. ASBESTOS All products provided for use in construction at Cornell University are to be free of asbestos. At Substantial Completion, prior to beneficial service, the Contractor shall provide a signed certification form “Exhibit AC” stating that all Contractor supplied & installed products are 100% asbestos free. The Contractor has to attach applicable Safety Data Sheets/ Material Safety Data Sheets for each product documenting a 100% asbestos free status. The University may provide random testing of products for asbestos content. Any Contractor installed product found to contain asbestos shall be classified as defective work. Defective work shall be corrected by the Contractor as specified in the General Conditions. Attached for the Contractor’s information are lead based paint and asbestos reports which represent samples taken within the building. Removal and disposal of material containing asbestos shall be performed by the Owner under separate contract. LEAD Building may contain lead based paint. The Contractor shall protect workers in accordance with OSHA regulations. The Contractor selects the means and/or methods to address the presence of lead based paint, and must concurrently protect its workers based on the Contractor’s means and/or methods. Lead was a common ingredient in paint until 1978. Chi Phi Fraternity “Craiglea” House was constructed in 1890. The Contractor is required to submit a lead plan that is site specific, indicating that the protective measures the Contractor proposes meet the OSHA standard 1926.62 “Lead in Construction Standards”. This site specific plan should address the particular methods the Contractor intends to protect its workers, the building occupants and the building structure based on its selection of addressing the presence of lead based paint. SITE VISITS The undertaking of periodic Site Visits by Architects, Engineers or the Owner shall not be construed as supervision of actual construction, or make them responsible for the safety of all persons; or make them responsible for means, methods, techniques, sequences or procedures of construction selected by the Contractor or its Subcontractors; or make them responsible for safety programs and precautions incident to the Work, or for the safe access, visit, use, Work, travel or occupancy of any person. CONFINED SPACE The Contractor shall be responsible for the identification of confined space in accordance with OSHA requirements. PRODUCTS – NOT USED EXECUTION – NOT USED Jobsite Name: Date: Job No: General Contractor: Jobsite Location: Subcontractor: Scope of Work: Prime Contractor: Completed by: Shops: Applies Designated to this Competent Contractor? Person Standard Y/N (employee name) Subpart C - General Provisions 1926.20 - .35 Subpart D - Occupational Health & Environmental. Controls 1926.50 - .66 Gases, Vapors, Fumes, Dusts, Mists 1926.55 Lead 1926.62 Subpart E - Personal Protective Equipment 1926.95 - .107 Subpart F – Fire Protection & Prevention 1926.150 - .159 Subpart G – Signs, Signals and Barricades 1926.200 - .203 Subpart H – Materials Handling, Storage, Use & Disposal 1926.250 - .252 Subpart I – Tools – Hand & Power 1926.300 - .307 Subpart J – Welding & Cutting 1926.350 - .354 Subpart K – Electrical 1926.400 - .449 Applies Designated to this Competent Contractor? Person Standard Y/N (employee name) Subpart L – Scaffolds 1926.450 - .454 Subpart M – Fall Protection 1926.500 - .503 Subpart N – Cranes, Derricks, Hoists, Elevators, & Conveyors 1926.550 - .556 Subpart P – Excavations 1926.650 - .652 Subpart Q – Concrete & Masonry Construction 1926.700 - .706 Subpart R – Steel Erection 1926.750 - .761 Subpart S – Tunnels, Shafts, Caissons, Cofferdams, & Compressed Air 1926.800 - .804 Subpart T – Demolition 1926.850 - .860 Subpart U – Blasting & Use of Explosives 1926.900 - .914 Subpart V – Power Transmission & Distribution 1926.950 - .960 Subpart X – Stairways & Ladders 1926.1050 - .1060 Subpart Y – Commercial Diving Operations 1926.1071 – 1090 Recordkeeping – 1926.1091 - .1092 Subpart Z – Toxic and Hazardous Substances 1926.1100 - .1152 ***END OF SECTION 01 35 29*** SECTION 01 35 43 GENERAL ENVIRONMENTAL REQUIREMENTS GENERAL DESCRIPTION This Section and the listed Related Sections provides minimum requirements for the protection of the environment during the project. The requirements of this Section shall apply to both Contractor and all tiers of sub-contractors involved in the project. In addition to the requirements of this Section and the listed Related Sections, all laws and regulations by applicable local, state, and federal agencies shall apply to the work of this contract. In some cases the requirements of these Specifications may by intention exceed such legal requirements, but in no case shall this Specification be interpreted or understood to reduce or eliminate such requirements. Prior to bidding, review the entire Bidding Documents and report in writing to the Owner’s Representative any error, inconsistency, or omission that may have environmental impacts. RELATED SECTIONS Section 01 35 44 – Spill Control Section 01 57 13 – Soil Erosion and Sediment Control SUBMITTALS Submit the following in accordance with Section 01 33 00 – Submittals: Analytical laboratory sample results and material Certifications for all imported soil and granular materials (“borrow”). Contractor’s Waste Material Disposal Plan. Weight tickets from the Borrow Material Supplier. Proposed methods for dewatering and construction water management. Analytical laboratory sample results for all waste materials. Copies of manifests for all waste materials disposed of off-site. JOB SITE ADMINISTRATION In accordance with Article 2 of the General Conditions, provide a competent supervisory representative with full authority to act for the Contractor at the site during all working hours. If at any time operations under the representative’s supervision do not comply with this Section, or the representative is otherwise unsatisfactory to the Owner, replace, if requested by the Owner, said representative with another representative satisfactory to the Owner. There shall be no change in superintendent without the Owner's approval. Remove from the Work any employee of the Contractor or any Subcontractor when so directed by the Owner. The Owner may request the removal of any employee who does not comply with these specifications. CLEARING, SITE PREPARATION AND SITE USE In accordance with Section 01 11 00 (1.1.D. Use of Site), only that portion of the working area that is absolutely necessary and essential for the work shall be cleared for construction. All clearing should be approved and performed to provide minimum practical exposure of soils. The Contractor shall make every effort to avoid the destruction of plants, trees, shrubs and lawns outside the area of construction so as not to unduly disturb the ecological or environmental quality of the area. Topsoil excavated as part of the Project, which can be reused as part of the Project, shall be stockpiled for future use and temporarily stabilized to prevent erosion. NOISE AND VIBRATION Limit and control the nature and extent of activities at all times to minimize the effects of noise and vibrations. Take adequate measures for keeping noise levels, as produced by construction related equipment, to safe and tolerable limits as set forth by the Occupational Safety and Health Administration (OSHA), the New York State Industrial Code Guidelines and Ordinances and all City, Town and Local ordinances. Equip all construction equipment presenting a potential noise nuisance with noise-muffling devices adequate to meet these requirements DUST CONTROL Take adequate measures for controlling dust produced by drilling, excavation, backfilling, loading, or other means. The use of calcium chloride or petroleum-based materials for dust control is prohibited. Dust control measures are required throughout the duration of construction. If, in the opinion of the Owner’s Representative, the Contractor is not adequately controlling dust, the Owner will first notify the Contractor. If the Contractor does not take adequate actions necessary, the Owner may, at the Contractor’s expense, employ alternative means to control dust. Erect, maintain, and remove when appropriate barriers or other devices, including mechanical ventilation systems, as required by the conditions of the work for the protection of users of the project area, the protection of the work being done, or the containment of dust and debris. All such barriers or devices shall be provided in conformance with all applicable codes, laws, and regulations including OSHA. PROTECTION OF THE ENVIRONMENT Construction procedures observed by the Contractor, its subcontractors and other employees shall include protection of the environment, in accordance with all pertinent Cornell standards, policies, local laws, executive orders, ordinances, and federal and state regulations. Construction procedures that are prohibited in the undertaking of work associated with this Contract include, but are not limited to: Dumping of spoil material or any liquid or solid pollutant into any storm or sanitary sewer, drainage way, stream sewer, any wetlands (as defined by federal and state regulations), any surface waters, or at unspecified locations. Indiscriminate, arbitrary, or capricious operation of equipment in any stream corridors, any wetlands, or any surface waters. Pumping of any silt-laden water from trenches or other excavations into any storm sewers, sanitary sewers, drainage ways, wetlands, or surface waters. Damaging vegetation beyond the extent necessary for construction of the facilities. Disposal of trees, brush, and other debris in any location on University property, unless such areas are specifically identified on the drawing or in the specifications or specifically approved by the Owner’s site representative. Permanent or unspecified alteration of the flow line of a stream. Burning trash, project debris, or waste materials. Take all necessary precautions to prevent silt or waste of any kind from entering any drainage or waterways or downstream properties as a result of the Work. Runoff of potable water used for concrete curing or concrete truck or chute cleaning operations shall not be allowed to reach the storm water system or open water due to the levels of residual chlorine (New York State water quality standards, 6 NYCRR Part 703.5) and other potential contaminants. If necessary, obtain permission from the local sewer authority and collect and pump the runoff to the sanitary sewer. Limit the nature and extent of any activities that could result in the release or discharge of pollutants. Report any such release or discharge immediately to the Owner’s Representative and clean up spills immediately, as detailed in Section 01 35 44 – Spill Control Procedures. TEMPORARY RE-ROUTING OF PIPING AND DUCTWORK Obtain approval from the Owner’s Representative prior to any temporary re-routing of piping and exhaust ductwork necessary for the completion of the Work. Submit re-routing plans to the Owner’s Representative in writing. The following shall require approval of the Owner: Temporary storm, sanitary or water line connections. Temporary exhaust ductwork connections where such connections may impact air emissions. Instruct all personnel to observe extreme caution when working in the vicinity of mechanical equipment and piping. Personnel shall not operate or tamper with any existing valves, switches, or other devices or equipment without prior approval by the Owner’s Representative. HAZARDOUS OR TOXIC MATERIALS Inform officers, employees, agents, contractors, subcontractors at every tier, and any other party which may come into contact with any hazardous or toxic materials as a result of its performance hereunder of the nature of such materials, and any health and safety or environmental risks associated therewith. Do not use hazardous or toxic materials in a manner that will violate Cornell University Policies or any state, federal, or municipal environmental health and safety regulations. In situations where the risks are unclear consult with Environmental Health and Safety (EH&S) for guidance. Provide complete care and treatment for any injury sustained by any parties coming into contact with any hazardous or toxic materials as a result of Contractor’s performance or failure to perform hereunder. At the completion of project Contractor shall remove all unused chemical products and hazardous materials from campus. Transportation of these materials shall be in accordance with all federal, state, and local regulations. Request and receive written approval from EH&S prior to disposal of any on-site disposal. DISPOSAL OF WASTE MATERIAL AND TITLE Prior to start of work and first payment, Contractor shall prepare and submit “Contractor Waste Material Disposal Plan” to the Owner’s Representative. The plan shall identify the waste transportation and treatment, storage or disposal (TSD) companies which will manage all waste material and any site(s) for disposal of the waste material. The “Contractor Waste Material Disposal Plan” form, together with definitions associated with the form waste descriptions, is attached to this Section. Contractor must use this form to document waste disposal methods and locations. Contractor shall be responsible for the proper cleanup, containment, storage and disposal of any hazardous material/chemical spill occurring during its work. For Cornell University owned hazardous waste EH&S will oversee, approve or effect the proper disposal. Title, risk of loss, and all other incidents of ownership to the Waste Material, shall vest in Contractor at the time Contractor or any transporter acting on its behalf takes physical possession of Waste Material. Complete and maintain full records of the chain of custody and control, including certificates of disposal or destruction, of all Waste Materials loaded, transported and/or disposed of. Deliver all such records to the Owner in accordance with applicable laws and regulations and any instructions from the Owner in a timely manner and in any event prior to final payment(s) under this Contract. PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 35 43*** 1. Contractor Name: ________________________ Contact Name/Number/Email: Project Name/Description: Contract No.: Project Start Date: Project End Date: _ CU Project Manager: 2. Check all hazardous materials that will be generated as waste: Category Description Estimated Quantity Source MSDS Available Waste Management Re-Use Transporter Destination or Disposal Location Cornell Contractor CU- Mgt Contractor Mgt EHS Grounds ⁪ Solvents ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ PCBs ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ Asbestos ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ Lead ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ Mercury ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ Chromium ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ Other Toxic Metals (describe in section 4) ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ Mold ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ Light Bulbs ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ Thermostats ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ Batteries ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ Used Oil ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ Contaminated PPE & Materials ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ Other (describe in section 4) ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ ⁪ No hazardous waste 3. Check all non-hazardous wastes that will be generated during the project: Category Disposal Facility Name Facility Address Facility Phone Transporter Estimated Quantity ⁪ C&D ⁪ Clean soil ⁪ Non C&D solid waste ⁪ Other (describe in section IV) ⁪ No non-hazardous waste will be generated 4. Further description of waste materials expected to be generated during the project: 5. Contractor Certification I, _______________________________________, do hereby certify that I have identified above all waste materials expected to be generated by the Project named in Section 1 and that I will dispose of all such waste materials in a legally permissible manner and location(s), in accordance with all applicable federal, state, and local laws and regulations. I further certify that I will amend this form as appropriate if I, my representatives, employees or subcontractors become aware of any additional wastes that will be generated by the Project. I further agree to notify the CU Project Manager if I become aware of any legal non-compliance associated with disposal of Project wastes by anyone. _____________________________________________ Contractor Signature Print Name Date 6. Submit completed forms to CU Project Manager. CU Project Manager must submit this completed form to CU Environmental Health and Safety Office before start of work and before the first payment will be made. The completed form will be incorporated as an enforceable part of the contract. Forms can be submitted electronically to EHS at mailto:ehsdir-mailbox@cornell.edu or via campus mail to EHS attn: Waste Plans, East Hill Office Building Definitions for Use with Contractor Waste Material Disposal Plan: The following is not solid waste: Discarded materials that are being beneficially used pursuant to 6NYCRR Section 360-1.15 A material is disposed of if it is discharged, deposited, injected, dumped, spilled, leaked or placed into or on any land or water so that such material or any constituent thereof may enter the environment or be emitted into the air or discharged into groundwater or surface water. Asbestos: Any waste material containing the asbestiform varieties of: Chrysotile (serpentine); crocidolite (riebeckite); amosite (cum- mingtonitegrunerite); anthophyllite; tremolite; and actinolite. Batteries: All spent batteries being disposed that are regulated by New York State Department of Environmental Conservation (NYSDEC) in 6 New York Code of Rules and Regulations (NYCRR) Part 374-3, or Environmental Protection Agency (EPA) in 40 Code of Federal Regulations (CFR) 273.2 as Universal Waste Batteries. Borrow Material: Fill material required for on-site construction that is obtained from other locations. Chromium: Any waste containing chromium or contaminated with chromium that exceeds the Toxicity Characteristic Leaching Procedure (TCLP) limit for chromium as defined in 6 NYCRR Part 371.3 or 40 CFR 261.24. Clean Soil: Soil that is uncontaminated with any solid or hazardous waste, C&D debris, trees, stumps, yard waste or wood chips per definitions of those terms below. Construction and Demolition (C&D) Debris: Uncontaminated solid waste resulting from the construction, remodeling, repair and demolition of utilities, structures and roads; and uncontaminated solid waste resulting from land clearing. Such waste includes, but is not limited to bricks, concrete and other masonry materials, soil, rock, wood (including painted, treated and coated wood and wood products), land clearing debris, wall coverings, plaster, drywall, plumbing fixtures, non-asbestos insulation, roofing shingles and other roof coverings, asphaltic pavement, glass, plastics that are not sealed in a manner that conceals other wastes, empty buckets ten gallons or less in size and having no more than one inch of residue remaining on the bottom, electrical wiring and components containing no hazardous liquids, and pipe and metals that are incidental to any of the above. Solid waste that is not C&D debris (even if resulting from the construction, remodeling, repair and demolition of utilities, structures and roads and land clearing) includes, but is not limited to asbestos waste, garbage, corrugated container board, electrical fixtures containing hazardous liquids such as fluorescent light ballasts or transformers, fluorescent lights, carpeting, furniture, appliances, tires, drums, containers greater than ten gallons in size, any containers having more than one inch of residue remaining on the bottom and fuel tanks. Specifically excluded from the definition of construction and demolition debris is solid waste (including what otherwise would be construction and demolition debris) resulting from any processing technique, other than that employed at a department-approved C&D debris processing facility, that renders individual waste components unrecognizable, such as pulverizing or shredding. Also, waste contained in an illegal disposal site may be considered C&D debris if the department determines that such waste is similar in nature and content to C&D debris. Construction and Demolition Debris Processing Facility means a processing facility that receives and processes construction and demolition debris by any means. Contaminated PPE & Materials: Any personal protective equipment such as gloves, coveralls, boot covers, respirator cartridges etc.; or rags, tools, articles or other material that has become adulterated by a hazardous material, and which meets the definition of hazardous waste or is considered unsuitable for disposal as regular trash. Exempt C&D and Stump Facilities: The following facilities are exempt from Solid waste management facility permitting requirements provided the facilities operate only between the hours of sunrise and sunset, and (if the allowable waste comes from an off-site source) no fee or other form of consideration is required for the privilege of using the facility for disposal purposes: (i) A site at which only the following C&D debris is placed: recognizable uncontaminated concrete and concrete products (including steel or fiberglass reinforcing rods that are embedded in the concrete), asphalt pavement, brick, glass, soil and rock. (Recognizable means solid waste that can be readily identified as C&D debris by visual observation.) (ii) A landfill for the disposal of trees, stumps, yard waste and wood chips generated from these materials is exempt when origin and disposal of such waste occur on properties under the same ownership or control. Hazardous Waste: Any waste material that meets the definition of “hazardous waste” in 6 NYCRR 371.1 and 40 CFR 261.3 and that is not excluded by regulation. Land Clearing Debris means vegetative matter, soil and rock resulting from activities such as land clearing and grubbing, utility line maintenance or seasonal or storm-related cleanup such as trees, stumps, brush and leaves and including wood chips generated from these materials. Land clearing debris does not include yard waste which has been collected at the curbside. Lead: Any metallic lead or waste material containing lead, e.g. waste paint chips, that exceed the Toxicity Characteristic Leaching Procedure (TCLP) limit for lead as defined in 6 NYCRR Part 371.3 or 40 CFR 261.24. Light Bulbs: All spent lamps or light bulbs being disposed that are regulated in 6 NYCRR Part 374-3 or 40 CFR 273.5. Mercury: Liquid mercury or any waste containing mercury at levels exceeding the Toxicity Characteristic Leaching Procedure (TCLP) limit for mercury as defined in 6 NYCRR Part 371.3 or 40 CFR 261.24. Mold: Construction material or debris contaminated with mold fungus that is unsuitable for reuse. Other Toxic Metals: Any waste containing a metal or contaminated by a metal identified in, and exceeding the Toxicity Characteristic Leaching Procedure (TCLP) limit of 6 NYCRR Part 371.3 or 40 CFR 261.24.PCBs: All electrical articles and equipment or the used oil removed from them, containing polychlorinated biphenyls at levels regulated by 6 NYCRR 371.4(e) Scrap Metal: Bits and pieces of metal parts (e.g., bars, turnings, rods, sheets, wire) or metal pieces that may be combined together with bolts or soldering (e.g., radiators, scrap automobiles, railroad box cars), which when worn or superfluous can be recycled. Solid Waste (Non C&D): Any garbage, refuse, sludge from a wastewater treatment plant, water supply treatment plant, or air pollution control facility and other discarded materials including solid, liquid, semisolid, or contained gaseous material, resulting from industrial, commercial, mining and agricultural operations, and from community activities, but does not include solid or dissolved materials in domestic sewage, or solid or dissolved materials in irrigation return flows or industrial discharges that are point sources subject to permit under 33 USC 1342, or source, special nuclear or by-product material as defined by the Atomic Energy Act of 1954, except as may be provided by existing agreements between the State of New York and the government of the United States. Solvents: Substances (usually liquid) suitable for, or employed in, solution, or in dissolving something; as, water is the appropriate solvent for most salts, alcohol for resins, ether for fats, and mercury or acids for metals, etc. Typically these are chemicals are used as paint thinners or cleaning solutions. Spoil: Refuse material removed from an excavation. Used Oil: Any oil refined from crude oil, or any synthetic oil, that has been used, and as a result of such use is contaminated by physical or chemical impurities. “See 6 NYCRR 374-2 or 40 CFR 279” Thermostats: Any mercury-containing thermostat as defined in 6 NYCRR 374-3.1(d), or 40 CFR 273.4 Uncontaminated C&D Debris: C&D Debris that is not mixed or commingled with other solid waste at the point of generation, processing or disposal, and that is not contaminated with spills of a petroleum product, hazardous waste or industrial waste. Contamination from spills of a petroleum product does not include asphalt or concrete pavement that has come into contact with petroleum products through normal vehicle use of the roadway. SECTION 01 35 44 SPILL CONTROL GENERAL SPILL PREVENTION In order to minimize the potential for discharge to the environment of oil, petroleum, or hazardous substances on site, the following requirements shall apply to all projects: All oil, petroleum, or hazardous materials stored or relocated temporarily on site during the construction process shall be stored in such a manner as to provide protection from vehicular damage and to provide containment of leaks or spills. Horizontal diked oil storage tanks, temporary berms or barriers, or similar methods shall be employed as appropriate at each site. Any on-site filling or dispensing activities shall occur within an area in which a temporary berm, boom, or similar containment barrier has been placed to prevent the inadvertent discharge to the environment of harmful quantities of any products. All oil, petroleum, or hazardous materials stored on site shall be located in such a manner as to minimize the potential of damage from construction operations or vehicles, away from drainage ways and environmentally sensitive areas, and in accordance with all fire and safety codes. Remove immediately from the site any storage, dispensing, or operating equipment that is leaking oil or hazardous substances or is in anyway unsuitable for the safe storage of such materials. SPILL CONTROL PROCEDURES All Contractor personnel working at the project site shall be knowledgeable of the potential health and safety concerns associated with petroleum and other hazardous substances that could potentially be released at the project site. Following are a list of activities that should be conducted by the Contractor in the event of an oil/petroleum spill or the release of any other hazardous substance. In the event of a large quantity spill that would require cleanup procedures that are beyond the means of the Contractor, an emergency spill cleanup contractor shall be hired by the Contractor. In the event the Contractor has the personnel necessary to clean up the spill, the following procedures shall be followed: Personnel discovering/responding to a spill shall: Identify and locate the source of the spill. If unsafe conditions exist, leave the area, inform nearby personnel, notify the site supervisor, and initiate spill reporting (Section 1. 3). Limit the discharge of product, if safely possible, by: (1) diverting discharge to a containment area; (2) creating temporary dikes with soils or other available materials; and (3) utilizing sorbent materials. If secondary containment is present, verify that valves and drains are closed prior to diverting the product to this area. The individual discovering a spill shall initiate containment procedures to prevent material from reaching a potential migratory route, through implementation of the following actions, or any other methods necessary. Methods employed shall not compromise worker safety. Stop the spill at once (if possible). Extinguish sources of ignition (e.g., flames, sparks, hot surfaces, cigarettes, etc.). Clear personnel from the spill location and rope off the area. Utilize available spill control equipment in an effort to ensure that fires, explosions, and releases do not occur, recur, or spread. Use sorbent materials to control the spill at the source. Construct a temporary containment dike of sorbent materials, cinder blocks, bricks, or other suitable materials to help contain the spill. Attempt to identify the character, exact source, amount, and area of the released materials. Identification of the spilled material should be made as soon as possible so that the appropriate cleanup procedure can be identified. Assess possible hazards to human health or the environment as a result of the release, fire, or explosion. If spill response measures involve the temporary cessation of any operations, the Contractor shall monitor the affected equipment for: (1) leaks; (2) pressure buildup; (3) gas generation; or (4) ruptures in valves, pipes, or other equipment. Spill Cleanup: Following containment of the spill, the following spill cleanup procedures shall be initiated. Use proper waste containers. Remove bulk liquid by using vacuum, pump, sorbents, or shovel and place material in properly labeled waste container. Be sure not to collect incompatible or reactive substances in the same container. Cleanup materials not reclaimed on-site shall be disposed of in accordance with all applicable state and federal regulations. Apply sorbent materials to pick up remaining liquid after bulk liquid has been removed. The Contractor shall not walk over spilled material. Absorbed material shall be picked up with a shovel and placed in a separate waste container, and shall not be mixed with bulk liquid. Clean spill control equipment and containers. Replace equipment in its proper location. Restock or reorder any sorbents used to clean up the spill. Carefully wash spilled product from skin and clothing using soap. Change clothes, if necessary, to avoid further contact with product. Disposal of all spilled product shall be made off-site, and shall be arranged through the Contractor. A Spill Report shall be completed, including a description of the event. A sample Spill Documentation Form is provided in Appendix B. Fire or Explosion: In the event of a fire or explosion at the site, the Contractor shall: Verify that the local fire department and the appropriate response personnel (e.g., ambulance, police) have been notified. Report to the scene, if safe to do so, and evaluate the situation (e.g., spill character, source, etc.). Coordinate, as necessary, with other appropriate site and emergency personnel. Ensure that people are cleared from the area. Ensure that fires are safely extinguished (if possible), valves closed, and other immediate actions necessary to mitigate the emergency, if safe to do so. Initiate responsible measures necessary to prevent subsequent fires, explosions, or releases from occurring or spreading to other areas of the site. These measures include stopping processes or operations, collecting and containing released oil, or removing and isolating containers. Take appropriate action to monitor for: (1) leaks; (2) pressure build-ups; (3) gas generation; or (4) ruptures in pipes, valves, or other equipment. SPILL REPORTING AND DOCUMENTATION In the event of a spill CALL CORNELL POLICE AT 255-1111 who will notify the appropriate departments within the university and coordinate with the contractor for external reporting, if required. The contractor shall be responsible for the initiation of spill reporting and documentation procedures. All petroleum spills must be reported to NYSDEC Spill Hotline at 1-800- 457-7362, less than two hours following discovery. Notification must be made to Cornell Environmental Health and Safety (EH&S), 607.255.8200, within 24 hours of reporting the release. The Contractor will be expected to provide EH&S with the DEC issued spill number. Any petroleum spill must be reported to NYSDEC unless ALL of the following criteria apply: TABLE 1 CRITERIA TO EXEMPT SPILL REPORTING CRITERIA DESCRIPTION Quantity The spill must be known to be less than 5 gallons. Containment The spill must be contained on an impervious surface or within an impervious structure, such that it cannot enter the environment. Control The spill must be under control and not reach a drain or leave the impervious surface. Cleanup The spill must be cleaned-up within two hours of occurrence. Environment The spill must not have already entered into the soil or groundwater or onto surface water. A release of a “reportable quantity”1 or unknown amount of a hazardous substance must also be immediately reported to NYSDEC Spill Hotline. Spills of reportable quantities of chemicals or “harmful quantities”2 of oil to navigable waters must be reported to the federal National Response Center, 1-800-424-8802. Spill Reporting Information: When making a telephone report, the caller should be prepared to provide the following information, if possible: The date and time of the spill or release. The identity or chemical name of the material released or spilled, including an indication of whether the material is defined as an extremely hazardous substance. An estimate of the quantity of material released or spilled into the environment and the approximate duration of the event. The exact location of the spill, including the name(s) of the waters involved or threatened, and/or other medium or media affected by the release or spill. The source of the release or spill. The name, address, and telephone number of the party in charge of, or responsible for, the facility or activity associated with the release or spill. The extent of the actual and potential water pollution. The name and telephone number of the person in charge of operations at the spill site. The steps being taken or proposed to contain and cleanup the released or spilled material and any precautions taken to minimize impacts, including evacuation. The extent of injuries, if any. Any known or anticipated acute or chronic health risks associated with the emergency, and information regarding necessary medical attention for exposed individuals. Assistance required, if any. If the release of a hazardous substance or oil occurs in an amount which exceeds a reportable quantity (RQ) as defined in 40 CFR Part 110, 40 CFR Part 117, 40 CFR Part 302, or 6 NYCRR Part 597, then the Contractor shall do the following: Call to the National Response Center shall be made by the person in charge of the site. The applicable phone numbers are 1-800-424-8802 or 1-202-426-2675. Within 14 days of the release, submit a written description of the release. The description should include: (1) a description of the release, (2) the type of material released, (3) estimated amount of the spill; (4) the date of the release, (5) an explanation of why the release occurred; and (6) a description of the measures to be implemented to prevent and control future releases. (1)Reportable Quantity: A Reportable Quantity is the quantity of a hazardous substance or oil that triggers reporting requirements under the Comprehensive Emergency Response, Compensation, and Liability Act (CERCLA) (USEPA, September 1992). While the Contractor is legally responsible for knowing the risks of materials that are part of construction, members of the owner’s spill response team have access to information that may help identify these quantities with you. (2)Harmful Quantity: A Harmful Quantity of oil includes discharges that violate applicable water quality standards; cause a film, sheen, or discoloration on a water surface or adjoining shoreline; or cause a sludge or emulsion to be deposited beneath the water surface or shoreline (40 CFR 110.3). PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 35 44*** SECTION 01 41 00 REGULATORY REQUIREMENTS GENERAL PERMITS AND LICENSES The Contractor shall obtain, maintain and pay for all permits and licenses necessary for the execution of the Work and for the use of such Work when completed. Such permits shall include but are not limited to building, plumbing, backflow prevention, dig safe and building demolition. For any projects which include demolition of a structure or load-bearing elements of a structure, the Contractor is required to complete a “Notification of Demolition and Renovation” and provide this notification to the United State Environmental Protection Agency (EPA) in advance of the work as specified in 40 CFR 61.145. The Contractor shall also provide a copy of this notification to the Owner’s Representative prior to any demolition. All Construction / Building / Hot Work and Occupancy permits shall be issued and maintained through the City of Ithaca. Ithaca Fire Department Permitting: A permit is required from the Ithaca Fire Department to install or substantially repair a fire suppression, fire detection, or fire alarm system as such as defined under the Uniform Code of New York State. If the scope of work is classified under the Existing Building Code of NYS as Alteration –Level 1; Alteration – Level 2; Alteration – Level 3; or Addition; a permit from the Ithaca Fire Department is required for all work affecting the fire suppression, fire detection, or fire alarm system for that building. A building permit is also required for this type of work. Work classified as a ‘Repair’ under the Existing Building Code of NYS does not require a permit from the Ithaca Fire Department. INSPECTIONS Apply for and obtain all required inspections, pay all fees and charges for same, include all service charges, pavement cuts and repairs. COMPLIANCE The Contractor shall give all notices, pay all fees and comply with all laws, rules and regulations applicable to the Work. OWNER’S REQUIREMENTS The Contractor, Subcontractors, and employees of the Contractor and Subcontractors shall comply with all regulations governing conduct, access to the premises, operation of equipment and systems, and conduct while in or near the premises and shall perform the Work in such a manner as not to unreasonably interrupt or interfere with the conduct of business of the Owner. Upon completion of the project, the Contractor agrees to provide the Owner with a summary of municipal permit fees paid. This shall include the name of the permits secured, the permit fees paid by the Contractor and a copy of the permit. If not permit fees were required, the Contractor shall so state, in writing, upon completion of the project. PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 41 00*** SECTION 01 42 00 REFERENCES GENERAL INTENT OF CONTRACT DOCUMENTS Notes or instructions shown on any one Drawing, apply where applicable, to all other Drawings. All references to codes, specifications and standards referred to in the Specification Sections and on the Drawings shall mean, and are intended to be, the latest edition, amendment and/or revision of such reference standard in effect as of the date of these Contract Documents. Install All Work in Compliance with: Building Code of New York State BCNYS Referenced Codes National Electric Code Occupational Safety and Health Administration (OSHA). Life Safety Code NFPA 101. All local ordinances Mechanical Code of New York State. Fuel Gas Code of New York State. Fire Code of New York State. Plans and Specifications in excess of code requirements and not contrary to same. RELATED DOCUMENTS Drawings and general provisions of the Contract, including General and other Division 1 Specification Sections, apply to this Section. DEFINITIONS “General”: Basic Contract definitions are included in the Conditions of the Contract. “Contract Documents”: The Contract Documents consist of the Agreement between Owner and Contractor, General Conditions, General Requirements, Drawings, Specifications, addenda issued before execution of the Agreement, other documents listed in the Agreement, and modifications issued after execution of the Agreement. “The Contract”: The Contract Documents form the Contract for construction and represent the entire integrated Agreement between the Owner and Contractor. “The Work”: The work comprises the completed construction required by the Contract Documents and includes all labor necessary to produce such construction and all materials and equipment incorporated in such construction. “Owner”: Cornell University a New York corporation. “Architect/Engineer”: The Architect or Engineer is the person lawfully licensed to practice architecture and/or engineering in the state of New York, identified as such in the Owner Contractor Agreement, and is referred to throughout the Contract Documents as if singular in number. The terms Architect and/or Engineer mean the Architect and/or his authorized representative. “Contractor”: The Contractor, person, firm, or corporation with whom the Construction Agreement contract is made by Owner. “Subcontractor”: A person, firm, or corporation, supplying labor and/or materials for work at site of the project for and under separate contract or agreement with Contractor. “As Approved” or “Approved”: Architect’s or Owner’s approval. “As Directed”: Owner’s direction or instruction. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed." “Indicated”: Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as “indicated.” “Regulations”: Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. “Furnish”: Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. "Install": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. “Reinstall”. To place back into a former position. “Replace”. Provide a substitute for. “Provide”: Furnish and install, complete and ready for the intended use. “Concealed’: Work installed in pipe shafts, chases or recesses, behind furred walls, above ceilings, either permanent or removable. “Exposed”: All capital Work not identified as concealed. “Project Site”: Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. “As-Built Documents”: Drawings and other records that are maintained by the Contractor to record all conditions which exist when the building construction is completed. This includes both the elements of the project itself and existing elements that are encountered during the course of project construction. “Record Drawings”: Shows construction changes in the project and the final location of all services, lines, outlets, and connections including underground and concealed items. The “record” drawings shall be compiled by the Architect based on the working as-built drawings and revised in accordance with the marked up drawings submitted by the Contractor. “Shop Drawings”: Drawings, diagrams, illustrations, charts, brochures, and other data that are prepared by Contractor or any Subcontractor, manufacturer, supplier or distributor, for some portion of the work. “Samples”: Physical examples furnished to illustrate materials, equipment or workmanship, and to establish standards by which the work will be judged. “General Conditions”: The standardized contractual provisions describing the responsibilities, rights and relationships of the Owner and Contractor under the construction contract. “Contract Limit Lines”: A limit line or perimeter line established on the drawings or elsewhere in the contract documents defining the boundaries of the site available to the contractor for construction purposes. "to do", "provide", "furnish", "install", etc., in these Specifications or on Drawings are directions given to the Contractor; INDUSTRY STANDARDS Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. Abbreviations and Acronyms for Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the organizations responsible for the standards and regulations in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. ADAAG Americans with Disabilities Act (ADA) (800) 872-2253 Architectural Barriers Act (ABA) (202) 272-0080 Accessibility Guidelines for Buildings and Facilities Available from Access Board www.access-board.gov CFR Code of Federal Regulations (866) 512-1800 Available from Government Printing Office (202) 512-1800 www.gpoaccess.gov/cfr/index.html FS Federal Specification (215) 697-6257 Available from Department of Defense Single Stock Point http://dodssp.daps.dla.mil Available from Defense Standardization Program www.dps.dla.mil Available from General Services Administration (202) 619-8925 www.gsa.gov Available from National Institute of Building Sciences (202) 289-7800 www.nibs.org UFAS Uniform Federal Accessibility Standards (800) 872-2253 Available from Access Board (202) 272-0080 www.access-board.gov ABBREVIATIONS AND ACRONYMS Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. AA Aluminum Association, Inc. (The) (703) 358-2960 www.aluminum.org AAADM American Association of Automatic Door Manufacturers (216) 241-7333 www.aaadm.com AABC Associated Air Balance Council (202) 737-0202 www.aabchq.com AAMA American Architectural Manufacturers Association (847) 303-5664 www.aamanet.org AASHTO American Association of State Highway and (202) 624-5800 Transportation Officials www.transportation.org AATCC American Association of Textile Chemists and Colorists (The) (919) 549-8141 www.aatcc.org ABAA Air Barrier Association of America (866) 956-5888 www.airbarrier.org ABMA American Bearing Manufacturers Association (202) 367-1155 www.abma-dc.org ACI ACI International (248) 848-3700 (American Concrete Institute) www.aci-int.org ACPA American Concrete Pipe Association (972) 506-7216 www.concrete-pipe.org AEIC Association of Edison Illuminating Companies, Inc. (The) (205) 257-2530 www.aeic.org AF&PA American Forest & Paper Association (800) 878-8878 www.afandpa.org (202) 463-2700 AGA American Gas Association (202) 824-7000 www.aga.org AGC Associated General Contractors of America (The) (703) 548-3118 www.agc.org AHAM Association of Home Appliance Manufacturers (202) 872-5955 www.aham.org AI Asphalt Institute (859) 288-4960 www.asphaltinstitute.org AIA American Institute of Architects (The) (800) 242-3837 www.aia.org (202) 626-7300 AISC American Institute of Steel Construction (800) 644-2400 www.aisc.org (312) 670-2400 AISI American Iron and Steel Institute (202) 452-7100 www.steel.org AITC American Institute of Timber Construction (303) 792-9559 www.aitc-glulam.org ALCA Associated Landscape Contractors of America (Now PLANET - Professional Landcare Network) ALSC American Lumber Standard Committee, Incorporated (301) 972-1700 www.alsc.org AMCA Air Movement and Control Association International, Inc. (847) 394-0150 www.amca.org ANSI American National Standards Institute (202) 293-8020 www.ansi.org AOSA Association of Official Seed Analysts, Inc. (505) 522-1437 www.aosaseed.com APA APA - The Engineered Wood Association (253) 565-6600 www.apawood.org APA Architectural Precast Association (239) 454-6989 www.archprecast.org API American Petroleum Institute (202) 682-8000 www.api.org ARI Air-Conditioning & Refrigeration Institute (703) 524-8800 www.ari.org ARMA Asphalt Roofing Manufacturers Association (202) 207-0917 www.asphaltroofing.org ASCE American Society of Civil Engineers (800) 548-2723 www.asce.org (703) 295-6300 ASHRAE American Society of Heating, Refrigerating and (800) 527-4723 Air-Conditioning Engineers (404) 636-8400 www.ashrae.org ASME ASME International (800) 843-2763 (The American Society of Mechanical Engineers International) (973) 882-1170 www.asme.org ASSE American Society of Sanitary Engineering (440) 835-3040 www.asse-plumbing.org ASTM ASTM International (610) 832-9585 (American Society for Testing and Materials International) www.astm.org AWI Architectural Woodwork Institute (800) 449-8811 www.awinet.org (703) 733-0600 AWPA American Wood-Preservers' Association (334) 874-9800 www.awpa.com AWS American Welding Society (800) 443-9353 www.aws.org (305) 443-9353 AWWA American Water Works Association (800) 926-7337 www.awwa.org (303) 794-7711 BHMA Builders Hardware Manufacturers Association (212) 297-2122 www.buildershardware.com BIA Brick Industry Association (The) (703) 620-0010 www.bia.org BICSI BICSI (800) 242-7405 www.bicsi.org (813) 979-1991 BISSC Baking Industry Sanitation Standards Committee (866) 342-4772 www.bissc.org CCC Carpet Cushion Council (203) 637-1312 www.carpetcushion.org CDA Copper Development Association (800) 232-3282 www.copper.org (212) 251-7200 CGA Compressed Gas Association (703) 788-2700 www.cganet.com CIMA Cellulose Insulation Manufacturers Association (888) 881-2462 www.cellulose.org (937) 222-2462 CISCA Ceilings & Interior Systems Construction Association (630) 584-1919 www.cisca.org CISPI Cast Iron Soil Pipe Institute (423) 892-0137 www.cispi.org CLFMI Chain Link Fence Manufacturers Institute (301) 596-2583 www.chainlinkinfo.org CPA Composite Panel Association (301) 670-0604 www.pbmdf.com CPPA Corrugated Polyethylene Pipe Association (800) 510-2772 www.cppa-info.org (202) 462-9607 CRI Carpet & Rug Institute (The) (800) 882-8846 www.carpet-rug.com (706) 278-3176 CRSI Concrete Reinforcing Steel Institute (847) 517-1200 www.crsi.org CSI Cast Stone Institute (770) 972-3011 www.caststone.org CSI Construction Specifications Institute (The) (800) 689-2900 www.csinet.org (703) 684-0300 CSSB Cedar Shake & Shingle Bureau (604) 820-7700 www.cedarbureau.org CTI Cooling Technology Institute (281) 583-4087 www.cti.org DHI Door and Hardware Institute (703) 222-2010 www.dhi.org EIA Electronic Industries Alliance (703) 907-7500 www.eia.org EIMA EIFS Industry Members Association (800) 294-3462 www.eima.com (770) 968-7945 EJCDC Engineers Joint Contract Documents Committee (703) 295-5000 www.ejdc.org EJMA Expansion Joint Manufacturers Association, Inc. (914) 332-0040 www.ejma.org ESD ESD Association (315) 339-6937 www.esda.org FMG FM Global (401) 275-3000 www.fmglobal.com FSA Fluid Sealing Association (610) 971-4850 www.fluidsealing.com FSC Forest Stewardship Council 49 228 367 66 0 www.fsc.org GA Gypsum Association (202) 289-5440 www.gypsum.org GANA Glass Association of North America (785) 271-0208 www.glasswebsite.com GS Green Seal (202) 872-6400 www.greenseal.org GSI Geosynthetic Institute (610) 522-8440 www.geosynthetic-institute.org HI Hydraulic Institute (888) 786-7744 www.pumps.org (973) 267-9700 HI Hydronics Institute (908) 464-8200 www.gamanet.org HPVA Hardwood Plywood & Veneer Association (703) 435-2900 www.hpva.org HPW H. P. White Laboratory, Inc. (410) 838-6550 www.hpwhite.com IBR Institute of Boiler & Radiation Manufacturers ICEA Insulated Cable Engineers Association, Inc. (770) 830-0369 www.icea.net ICRI International Concrete Repair Institute, Inc. (847) 827-0830 www.icri.org IEC International Electrotechnical Commission 41 22 919 02 11 www.iec.ch IEEE Institute of Electrical and Electronics Engineers, Inc. (The) (212) 419-7900 www.ieee.org IESNA Illuminating Engineering Society of North America (212) 248-5000 www.iesna.org IEST Institute of Environmental Sciences and Technology (847) 255-1561 www.iest.org IGCC Insulating Glass Certification Council (315) 646-2234 www.igcc.org IGMA Insulating Glass Manufacturers Alliance (613) 233-1510 www.igmaonline.org ILI Indiana Limestone Institute of America, Inc. (812) 275-4426 www.iliai.com ISO International Organization for Standardization 41 22 749 01 11 www.iso.ch Available from ANSI (202) 293-8020 www.ansi.org ISSFA International Solid Surface Fabricators Association (877) 464-7732 www.issfa.net (702) 567-8150 ITS Intertek (800) 345-3851 www.intertek.com (713) 407-3500 ITU International Telecommunication Union 41 22 730 51 11 www.itu.int/home KCMA Kitchen Cabinet Manufacturers Association (703) 264-1690 www.kcma.org LMA Laminating Materials Association (Now part of CPA) LPI Lightning Protection Institute (800) 488-6864 www.lightning.org (804) 314-8955 MBMA Metal Building Manufacturers Association (216) 241-7333 www.mbma.com MFMA Maple Flooring Manufacturers Association, Inc. (847) 480-9138 www.maplefloor.org MFMA Metal Framing Manufacturers Association (312) 644-6610 www.metalframingmfg.org MHIA Material Handling Industry of America (800) 345-1815 www.mhia.org (704) 676-1190 MIA Marble Institute of America (440) 250-9222 www.marble-institute.com MPI Master Painters Institute (888) 674-8937 www.paintinfo.com MSS Manufacturers Standardization Society of The Valve and (703) 281-6613 Fittings Industry Inc. www.mss-hq.com NAAMM National Association of Architectural Metal Manufacturers (312) 332-0405 www.naamm.org NACE NACE International (800) 797-6623 (National Association of Corrosion Engineers International) (281) 228-6200 www.nace.org NADCA National Air Duct Cleaners Association (202) 737-2926 www.nadca.com NAIMA North American Insulation Manufacturers Association (703) 684-0084 www.naima.org NBGQA National Building Granite Quarries Association, Inc. (800) 557-2848 www.nbgqa.com NCAA National Collegiate Athletic Association (The) (317) 917-6222 www.ncaa.org NCMA National Concrete Masonry Association (703) 713-1900 www.ncma.org NCPI National Clay Pipe Institute (262) 248-9094 www.ncpi.org NCTA National Cable & Telecommunications Association (202) 775-3550 www.ncta.com NEBB National Environmental Balancing Bureau (301) 977-3698 www.nebb.org NECA National Electrical Contractors Association (301) 657-3110 www.necanet.org NeLMA Northeastern Lumber Manufacturers' Association (207) 829-6901 www.nelma.org NEMA National Electrical Manufacturers Association (703) 841-3200 www.nema.org NETA InterNational Electrical Testing Association (888) 300-6382 www.netaworld.org (303) 697-8441 NFHS National Federation of State High School Associations (317) 972-6900 www.nfhs.org NFPA NFPA (800) 344-3555 (National Fire Protection Association) (617) 770-3000 www.nfpa.org NFRC National Fenestration Rating Council (301) 589-1776 www.nfrc.org NGA National Glass Association (866) 342-5642 www.glass.org (703) 442-4890 NHLA National Hardwood Lumber Association (800) 933-0318 www.natlhardwood.org (901) 377-1818 NLGA National Lumber Grades Authority (604) 524-2393 www.nlga.org NOFMA NOFMA: The Wood Flooring Manufacturers Association (901) 526-5016 www.nofma.org NRCA National Roofing Contractors Association (800) 323-9545 www.nrca.net (847) 299-9070 NRMCA National Ready Mixed Concrete Association (888) 846-7622 www.nrmca.org (301) 587-1400 NSF NSF International (800) 673-6275 (National Sanitation Foundation International) (734) 769-8010 www.nsf.org NSSGA National Stone, Sand & Gravel Association (800) 342-1415 www.nssga.org (703) 525-8788 NTMA National Terrazzo & Mosaic Association, Inc. (The) (800) 323-9736 www.ntma.com (540) 751-0930 NYBFU New York Board of Fire Underwriters (212) 227-3700 www.nybfu.org PCI Precast/Prestressed Concrete Institute (312) 786-0300 www.pci.org PDCA Painting & Decorating Contractors of America (800) 332-7322 www.pdca.com (314) 514-7322 PDI Plumbing & Drainage Institute (800) 589-8956 www.pdionline.org (978) 557-0720 PGI PVC Geomembrane Institute (217) 333-3929 http://pgi-tp.ce.uiuc.edu PLANET Professional Landcare Network (800) 395-2522 www.landcarenetwork.org PTI Post-Tensioning Institute (602) 870-7540 www.post-tensioning.org RCSC Research Council on Structural Connections (800) 644-2400 www.boltcouncil.org (312) 670-2400 RFCI Resilient Floor Covering Institute (301) 340-8580 www.rfci.com RIS Redwood Inspection Service (888) 225-7339 www.calredwood.org (415) 382-0662 SAE SAE International (877) 606-7323 www.sae.org (724) 776-4841 SBI Steel Boiler Institute SDI Steel Deck Institute (847) 458-4647 www.sdi.org SDI Steel Door Institute (440) 899-0010 www.steeldoor.org SEFA Scientific Equipment and Furniture Association (516) 294-5424 www.sefalabs.com SGCC Safety Glazing Certification Council (315) 646-2234 www.sgcc.org SIA Security Industry Association (703) 683-2075 www.siaonline.org SJI Steel Joist Institute (843) 626-1995 www.steeljoist.org SMA Screen Manufacturers Association (561) 533-0991 www.smacentral.org SMACNA Sheet Metal and Air Conditioning Contractors' (703) 803-2980 National Association www.smacna.org SMPTE Society of Motion Picture and Television Engineers (914) 761-1100 www.smpte.org SPFA Spray Polyurethane Foam Alliance (800) 523-6154 www.sprayfoam.org SPIB Southern Pine Inspection Bureau (The) (850) 434-2611 www.spib.org SPRI Single Ply Roofing Industry (781) 647-7026 www.spri.org SSINA Specialty Steel Industry of North America (800) 982-0355 www.ssina.com (202) 342-8630 SSPC SSPC: The Society for Protective Coatings (877) 281-7772 www.sspc.org (412) 281-2331 STI Steel Tank Institute (847) 438-8265 www.steeltank.com SWI Steel Window Institute (216) 241-7333 www.steelwindows.com SWRI Sealant, Waterproofing, & Restoration Institute (816) 472-7974 www.swrionline.org TCA Tile Council of America, Inc. (864) 646-8453 www.tileusa.com TIA/EIA Telecommunications Industry Association/Electronic (703) 907-7700 Industries Alliance www.tiaonline.org TMS The Masonry Society (303) 939-9700 www.masonrysociety.org TPI Truss Plate Institute, Inc. (703) 683-1010 www.tpinst.org TPI Turfgrass Producers International (847) 649-5555 www.turfgrasssod.org TRI Tile Roofing Institute (312) 670-4177 www.tileroofing.org UFPO Underground Facilities Protective Organization (800) 962-7962 www.ufpo.org (800) 962-7811 UL Underwriters Laboratories Inc. (877) 854-3577 www.ul.com (847) 272-8800 UNI Uni-Bell PVC Pipe Association (972) 243-3902 www.uni-bell.org USGBC U.S. Green Building Council (202) 828-7422 www.usgbc.org WASTEC Waste Equipment Technology Association (800) 424-2869 www.wastec.org (202) 244-4700 WCSC Window Covering Safety Council (800) 506-4636 www.windowcoverings.org WDMA Window & Door Manufacturers Association (800) 223-2301 www.wdma.com WI Woodwork Institute (916) 372-9943 www.wicnet.org WMMPA Wood Moulding & Millwork Producers Association (800) 550-7889 www.wmmpa.com (530) 661-9591 WSRCA Western States Roofing Contractors Association (800) 725-0333 www.wsrca.com (650) 570-5441 WWPA Western Wood Products Association (503) 224-3930 www.wwpa.org Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. IAPMO International Association of Plumbing and Mechanical Officials (909) 472-4100 www.iapmo.org ICC International Code Council (888) 422-7233 www.iccsafe.org (703) 931-4533 ICC-ES ICC Evaluation Service, Inc. (800) 423-6587 www.icc-es.org (562) 699-0543 NEC National Electric Code Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. CE Army Corps of Engineers www.usace.army.mil CPSC Consumer Product Safety Commission (800) 638-2772 www.cpsc.gov (301) 504-7923 DOC Department of Commerce (202) 482-2000 www.commerce.gov DOD Department of Defense (215) 697-6257 http://.dodssp.daps.dla.mil DOE Department of Energy (202) 586-9220 www.energy.gov EPA Environmental Protection Agency (202) 272-0167 www.epa.gov FAA Federal Aviation Administration (866) 835-5322 www.faa.gov FCC Federal Communications Commission (888) 225-5322 www.fcc.gov FDA Food and Drug Administration (888) 463-6332 www.fda.gov GSA General Services Administration (800) 488-3111 www.gsa.gov HUD Department of Housing and Urban Development (202) 708-1112 www.hud.gov LBL Lawrence Berkeley National Laboratory (510) 486-4000 www.lbl.gov NCHRP National Cooperative Highway Research Program (See TRB) NIST National Institute of Standards and Technology (301) 975-6478 www.nist.gov OSHA Occupational Safety & Health Administration (800) 321-6742 www.osha.gov (202) 693-1999 PBS Public Building Service (See GSA) PHS Office of Public Health and Science (202) 690-7694 www.osophs.dhhs.gov/ophs RUS Rural Utilities Service (202) 720-9540 (See USDA) SD State Department (202) 647-4000 www.state.gov TRB Transportation Research Board (202) 334-2934 www.nas.edu/trb USDA Department of Agriculture (202) 720-2791 www.usda.gov USPS Postal Service (202) 268-2000 www.usps.com PRODUCTS - NOT USED EXECUTION - NOT USED ****END OF SECTION 01 42 00**** SECTION 01 45 00 QUALITY CONTROL GENERAL DESCRIPTION The Contractor shall provide and maintain an effective Contractor Quality Control (CQC) program and perform sufficient inspections and tests of all items of work, including those of Subcontractors, to ensure compliance with Contract Documents. Include surveillance and tests specified in the technical sections of the Specifications. Furnish appropriate facilities, instruments, and testing devices required for performance of the quality control function. Controls must be adequate to cover construction operations and be keyed to the construction sequence. Construction shall not begin until the Owner has approved the CQC program. CONTROL OF ON-SITE CONSTRUCTION Include a control system for the following phases of inspection: Pre-Installation Meeting. For all sections where pre-installations are defined, the Contractor shall arrange for a pre-installation meeting. When practical, pre-installation meetings shall be scheduled to take place on the same day as regularly schedule progress meetings. The Contractor shall make available, during this meeting, all approved submittals and products. Agenda to include the following: Appointment Appointment of official representatives of participants in the Project. Review of existing conditions and affected work, and testing thereof as required. Review of installation procedures and requirements. Review of environmental and site condition requirements. Schedule of the applicable portions of the Work. Schedule of submission of samples, color chips, and items for Owners consideration. Requirements for temporary facilities, site sign, offices, storage sheds, utilities, fences, Section 01500. Requirements for notification for reviews. Allow a minimum of 48 hour notice to Architect for review of the Work. Requirements for inspections and tests, as applicable. Schedule and undertake inspections and tests in accordance with Section 01410. Delivery schedule of specified equipment. Special safety requirements and procedures. The following minimum personnel shall be at the meeting: Project Manager. Project Field Supervisor Subcontractor Architect’s Representative Owner’s Representative Commissioning Agent, when applicable Testing Agency, when applicable Preparatory Inspection. Perform this inspection prior to beginning work on any definable feature of work. Include a review of contract requirements with the supervisors directly responsible for the performance of the work; check to assure that materials, products, and equipment have been tested, submitted, and approved; check to assure that provisions have been made for required control testing; examine the work area to ascertain that preliminary work has been completed; physically examine materials and equipment to assure that they conform to shop drawings and data and that the materials and equipment are on hand. Initial Inspection. Perform this inspection as soon as work commences on a representative portion of a particular feature of workmanship review control testing for compliance with contract requirements. Follow-up Inspections. Perform these inspections on a regular basis to assure continuing compliance with contract requirements until completion of that particular work. CONTROL OF OFF-SITE OPERATIONS Perform factory quality control inspections for items fabricated or assembled off-site as opposed to "off-the-shelf" items. The CQC Representative at the fabricating plant shall be responsible for release of the fabricated items for shipment to the job site. The CQC Representative at the job site shall receive the item and note any damage incurred during shipment. The Contractor shall be responsible for protecting and maintaining the item in good condition throughout the period of on-site and during erection or installation. Although any item found to be faulty may be rejected before its use, final acceptance of an item by the Owner is based on its satisfactory incorporation into the work and acceptance of the completed project. TESTING The Owner may engage the services of an independent testing laboratory to confirm that an installed item or element of work conforms to the Specification and workmanship requirements. OWNER'S REPRESENTATIVE The Owner shall designate a Representative to monitor the progress and execution of the work. The Representative shall have the authority to call for test samples, to approve or to reject work performed and to stop work in progress, if, in its opinion, the work is not in conformance with the Contract Documents. The Representative shall not be authorized to make changes or interpretations of the Contract Documents. PRODUCTS – NOT USED EXECUTION – NOT USED SECTION 01 45 29 TESTING LABORATORY SERVICES GENERAL DESCRIPTION The Owner will employ and pay for the services of an Independent Testing Laboratory to perform specified services. Contractor shall cooperate with the laboratory to facilitate the execution of its required services. Employment of the laboratory shall in no way relieve Contractor's obligations to perform the Work of the Contract. Testing Laboratory services are specified in connection with work including but not limited to the following: New York State Building Code, Chapter 17, Special Inspections Cast-in-place Concrete: Section 03 30 00. QUALIFICATIONS OF LABORATORY Meet "Recommended Requirements for Independent Laboratory Qualification", latest edition, published by American Council of Independent Laboratories. Meet basic requirements of ASTM E329-05b, "Standard Specification for Agencies Engaged in Construction Inspection and/or Testing ". Authorized to operate in the State of New York. Testing and inspections shall be performed under the direction of Licensed Professional Engineer registered in the State of New York who shall be responsible for administering all testing and inspections and shall certify any local agency requirements. Submit copy of report of inspection of facilities made by Materials Reference Laboratory of National Bureau of Standards during the most recent tour of inspection, with memorandum of remedies of any deficiencies reported by the inspection. Testing Equipment: Calibrated at maximum 12 month intervals by devices of accuracy traceable to either: National Bureau of Standards Accepted values of natural physical constants. Submit copy of certificate of calibration made by accredited calibration agency. LABORATORY DUTIES Cooperate with Owner, Architect and Contractor; provide qualified personnel promptly on notice. Perform specified inspections, sampling and testing of materials and methods of construction. Comply with specified standards, ASTM, other recognized authorities, and as specified. Ascertain compliance of materials with requirements of Contract Documents. Promptly notify Owner, Architect and Contractor of observed irregularities or deficiencies of work or products. Should Laboratory tests of material performed at specified intervals of time indicate that strengths do not meet Specification requirements, the Inspection Agency and Geotechnical Engineer shall IMMEDIATELY notify the Owner, Contractor and Architect. The Architect shall determine whether remedial action is necessary. Promptly submit written report of each test and inspection; one copy each to Architect, Owner, Contractor, and one copy to Record Documents File. Each report shall include: Date issued. Project title and number. Testing laboratory name, address and telephone number. Name and signature of laboratory inspector. Date and time of sampling or inspection. Record of temperature and weather conditions. Date of test. Identification of product and specification section. Location of sample or test in the Project. Type of inspection or test. Observations on compliance with Contract Documents. Prepare a summary report for each category of inspection certifying that the work has been inspected and meets the Contract Documents. Specifically list all discrepancies found which have not yet been repaired or resolved. Perform additional tests as required by Architect or the Owner. LIMITATIONS OF AUTHORITY OF TESTING LABORATORY Laboratory is not authorized to: Release, revoke, alter or enlarge on requirements of Contract Documents. Approve or accept any portion of the Work. Perform any duties of the Contractor. CONTRACTOR'S RESPONSIBILITIES Cooperate with laboratory personnel. Provide access to Work, and Manufacturer's operations. Secure and deliver to the laboratory adequate quantities of representative samples of materials proposed to be used and for which testing is specified. Provide to the laboratory the approved design mixes proposed to be used for concrete, and other material mixes which require control by the testing laboratory. Furnish copies of Products test reports as required. Furnish incidental labor and facilities: To provide access to Work to be tested. To obtain and handle samples at the Project site or at the source of the product to be tested. To facilitate inspections and tests. For Laboratory's exclusive use for storage and curing of test samples. Notify laboratory a minimum of 24 hours in advance of operations to allow for laboratory assignment of personnel and scheduling of tests. When tests or inspections cannot be performed after such notice, reimburse laboratory for personnel and travel expenses incurred due to Contractor's responsibility. Make arrangements with laboratory and pay for additional samples and tests required for Contractor's convenience. Employ and pay for the services of a separate, equally qualified independent testing laboratory to perform additional inspections, sampling and testing required when initial tests indicate Work does not comply with Contract Documents. PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 45 29*** SECTION 01 45 33 CODE REQUIRED SPECIAL INSPECTIONS AND PROCEDURES GENERAL REQUIREMENTS Special Inspections and Structural Testing shall be in accordance with Chapter 17 of the Building Code of New York State (BCNYS). Hold a Special Inspections preconstruction meeting at least 7 days prior to the initial planned date for start of construction. Discussion shall include the following: Review of specifications and Schedule of Special Inspections for work requiring Special Inspections. Responsibilities of Contractor, Owner, Testing Agency, Special Inspector, and Registered Design Professional. Notification and reporting procedures. Attendees shall include the Contractor, Owner’s representative, Testing Agency, Special Inspector, and Registered Design Professionals for Structural Engineering and for Architecture. DEFINITIONS Registered Design Professional: The licensed Professional Engineer or Registered Architect whose seal appears on the Construction Drawings. Code Enforcement Official: The Officer or other designated authority charged with administration and enforcement of the BCNYS. Testing/Inspecting Agency: An agent retained by the Special Inspector or by the Owner and coordinated by the Special Inspector, to perform some of the inspection services on behalf of the Special Inspector. (An example of an Inspecting Agent is a Geotechnical Engineer.) Statement of Special Inspections: A document prepared by the Registered Design Professional and filed with and approved by the Code Enforcement Official that includes the Schedule of Special Inspections listing the materials and work requiring Special Inspections. This document includes the inspections and verifications required for the project and the individuals, agencies, and/or firms who will be retained to perform these services. Continuous Special Inspection: The full-time observation of work by the Special Inspector or Testing Agency while the work is being performed. Periodic Special Inspections: The part-time or intermittent observation of work by the Special Inspector or Testing Agency for work that has been or is being performed and at the completion of the work. QUALIFICATIONS The Special Inspector and Testing/Inspecting Agency shall be accepted by the Owner. Special Inspections shall be performed by agents who have relevant experience for each category of inspections indicated on the drawings. Minimum qualifications of inspection agents are indicated on the drawings. SUBMITTALS The Special Inspector and Testing/Inspecting Agency shall submit to the Registered Design Professional and Code Enforcement Official for review, a copy of their qualifications including the names and qualifications of each of the individual inspectors and technicians who will be performing inspections or tests. The Special Inspector and Testing/Inspecting Agency shall disclose any past or present business relationship or potential conflict of interest with the Contractor or any of the Subcontractors whose work will be inspected or tested. PAYMENT The Owner will engage and pay for the services of the Special Inspector and Testing/Inspecting Agency. If any materials requiring Special Inspections are fabricated in a plant not located within 200 miles of the project site, the Contractor shall be responsible for the travel expenses of the Special Inspector or Testing/Inspecting Agency. The Contractor shall be responsible for the cost of any retesting or re-inspection of work failing to comply with the requirements of the Contract Documents. OWNER RESPONSIBILITIES The Owner will provide the Special Inspector with a complete set of Contract Documents sealed by the Registered Design Professional and approved by the Code Enforcement Official. CONTRACTOR RESPONSIBILITIES The Contractor shall cooperate with the Special Inspector and his agents so that Special Inspections and testing may be performed without hindrance. As indicated in the Schedule of Special Inspections, the Contractor shall notify the Special Inspector and/or Testing/Inspecting Agency at least 48 hours in advance of a required inspection or test. The Contractor shall provide incidental labor and facilities to provide access to the work to be inspected or tested, to obtain and handle samples at the site or at source of products to be tested, to facilitate tests and inspections, and for storage and curing of test samples. If Special Inspections or testing require the use of the Contractor’s scaffolding to access work areas, the Contractor shall provide a competent person to perform the daily evaluation of the scaffolding to verify that it is safe to use. The Contractor shall notify the Special Inspector and Testing Agent of this review before each use. The Contractor is responsible for the safe assembly and stability of the scaffolding. The Contractor shall keep the latest set of Construction Drawings, field sketches, accepted shop drawings, and specifications at the project site for field use by the Inspectors and Testing Technicians. The Contractor shall perform remedial work (if required) and sign non-conformance reports stating that remedial work has been completed. The Contractor shall submit signed reports to the Special Inspector as work proceeds. The Special Inspection program shall in no way relieve the Contractor of his obligation to perform work in accordance with the requirements of the Contract Documents or from implementing an effective Quality Control program. The Contractor shall be solely responsible for construction site safety. LIMITS ON AUTHORITY The Special Inspector or Testing/Inspecting Agency shall not release, revoke, alter, or enlarge on the requirements of the Contract Documents. The Special Inspector or Testing/Inspecting Agency shall not have control over the Contractor’s means and methods of construction. The Special Inspector or Testing/Inspecting Agency shall not be responsible for construction site safety. The Special Inspector or Testing/Inspecting Agency shall not have the authority to stop the work. INSPECTIONS AND TESTING CAST-IN-PLACE CONCRETE The Special Inspector shall perform the following: Inspect reinforcing steel and placement. Inspect embedded bolts and anchor rods prior to concrete placement. The Testing Agency shall perform the following: Verify the use of the required design mix. Sample and test concrete during placement as follows (tests shall be taken at point of discharge into structure): Record specific location(s) where the concrete was placed. Refer to column lines where possible. Record time concrete is batched as shown on truck ticket, time placement begins/sample time, and time truck is emptied. Sample fresh concrete in accordance with ASTM C 172, except modified for slump to comply with ASTM C 94. Perform slump test in accordance with ASTM C 143. Measure air content in accordance with ASTM C 231, pressure method, one for each truckload of ready-mixed concrete (air-entrained or non-air-entrained). Record temperature of concrete for each truck. Test in-place concrete temperature hourly when ambient temperature is 40 degrees F and below and when 80 degrees F and above. Record air temperature and general weather conditions (cloudy, windy, sunny, etc.). Record unit weight of fresh lightweight concrete in accordance with ASTM C 567. Perform concrete compressive tests as follows: Prepare compressive test specimens in accordance with ASTM C 31. Store undisturbed in an insulated box during cold weather. Deliver to laboratory between 16 and 32 hours after making. Perform compressive tests in accordance with ASTM C 39: two specimens tested at 7 days, two specimens tested at 28 days, and two specimens retained in reserve for later testing if required. Perform additional testing as follows if required: Take an additional set of cylinders for compressive strength testing for each truck in which the total time period between batching and completion of placement has exceeded the ACI recommended 90-minute-maximum time limit and is likely to exceed 120 minutes. Additional cylinders shall be taken within 10 minutes of placement completion. Make additional tests of in-place concrete when test results indicate specified concrete strengths and/or other characteristics have not been attained in the structure. Perform tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42 or by other methods acceptable to Architect. Contractor shall reimburse Owner for the costs of additional tests. Inspect concrete placement for proper application techniques. Inspect for maintenance of specified curing temperature and techniques. Perform Floor Flatness (FF) Testing no later than 48 hours after slab placement in accordance with ASTM E 1155. Perform moisture vapor emission and alkalinity testing in accordance with ASTM F 1869 and ASTM F 710 respectively as follows: Perform testing after building is enclosed, prior to installation of adhered floor finishes, and once HVAC systems are operational. Test results must be reviewed and accepted by the floor finish installer. Inspect welding of reinforcing bars. STRUCTURAL STEEL The Special Inspector shall perform the following: Verify that the Fabricator maintains detailed fabrication and Quality Control procedures. Review procedures for completeness and adequacy relative to code requirements. If Fabricator is designated as an AISC Certified Fabricator, Special Inspection for shop-fabricated members and assemblies is not required. If Fabricator is not designated as an AISC Certified Fabricator, the Contractor shall reimburse the Owner via execution of a credit change order for the cost of Special Inspections and Testing in the Fabricator’s shop. Review Manufacturer’s Certificates of Compliance for high strength bolts and weld filler material. Review certified mill test reports. Inspect steel frame joint details for compliance with the approved Construction Documents. The Testing Agency shall perform the following: Material verification of high-strength bolts, nuts, and washers (including review of identification markings and Manufacturer’s Certificate of Compliance). Test high-strength bolt assemblies in a tension measuring device to verify material conformance prior to installation. Assemble bolt, nut, and washer on a loose plate and tension by tightening the nut to develop the required tension in Table 4 of the “Specification for Structural Joints Using ASTM A 325 or A 490 Bolts.” Inspect high-strength bolting. Joints designated as snug-tight require only visual inspection. Joints designated as slip-critical require visual inspection during installation. Checking after installation using calibrated wrenches will not be permitted. Material verification of structural steel, including review of identification markings. Perform pull-out tests on adhesive, expansion, and sleeve anchors. Material verification of weld filler materials, including review of identification markings. Inspect welding of structural steel Visually inspect welds according to AWS. Magnetic particle inspection according to ASTM E 709 is required for Fabricators not certified by the AISC Quality Certification Program for 10 percent of shop fillet welds. Magnetic particle inspection according to ASTM E 709 is required for 10 percent of field fillet welds. Ultrasonic inspection according to ASTM E 587 is required for Fabricators not certified by the AISC Quality Certification Program for 10 percent of shop partial or full-penetration welds. Ultrasonic inspection according to ASTM E 587 is required for 10 percent of field partial or full-penetration welds. Inspect shear connectors in accordance with AWS D1.1, Section 7. Observe bend tests performed by Contractor. Inspect every shear connector by striking once with 10-pound hammer. Direction of hammer swing shall be parallel with member containing connector. Inspection by striking with hammer does not replace bend tests by contractor in accordance with AWS. Refer to Specification Section 05 30 00: Metal Deck. Inspect welding of reinforcing steel. Inspect condition of erected materials. Visually inspect erected steel for damage. Visually inspect connections and framing to verify compliance with the Contract Documents and accepted shop drawings. Inspect column plumbness and splices: Inspect erected columns for plumbness within tolerances specified Section 05 12 00, Part 3: Execution. Inspect column splices for fit-up within tolerances specified in the AISC Manual of Steel Construction, Specification Section M4. Addition Testing shall be performed as follows if required: Testing Agency shall perform additional tests of connections and framing members that have been field modified by the Contractor to correct errors in shop drawings, fabrication, or erection. Anchor rods and embedded structural supports incorrectly located or damaged after installation shall be field modified by the Contractor as indicated in Section 03 30 00, Paragraph 3.4 and shall be tested by the Testing Agency. Testing and reporting of field modifications shall be in accordance with this section, Special Inspections, and shall have the following additional requirements: Magnetic particle inspection according to ASTM E 709 is required for 100 percent of fillet welds. Ultrasonic inspection according to ASTM E 587 is required for all full-penetration welds. Perform pull-out tests on 100 percent of each type of adhesive, expansion, or sleeve anchor used by applying a load equal to 125 percent of the allowable pull-out strength listed in the manufacturer’s literature. The Contractor shall reimburse the Owner for the costs of additional tests performed and any other additional testing required. DOCUMENTATION RECORDS AND REPORTS Detailed reports shall be prepared of each test or inspection. The reports shall include the following general information: Project name and number. Date of test or inspection. Name of Testing Agency or Inspecting Agency. Name of technician or inspector. Weather conditions. Locations and elevations of specific areas tested or inspected referenced to gridlines. Description of test or inspection. Reference to applicable ASTM standard. Summary of observations, results, and recommendations. Description of any areas or materials requiring retesting or re-inspection. Concrete compressive strength test reports shall contain the following information: Name of Contractor and concrete supplier. Name of concrete testing service. Name of technician making and testing specimens. Truck number and delivery ticket number. Date and location within the structure of concrete placement. Concrete type, class, mix proportions of materials, and design compressive strength at 28 days. Slump, air content, unit weight, and concrete temperature. Total time period between batching and completion of placement for each truck. Compressive strength and type of break for all tests. Field reports for concrete inspection shall contain the general information noted above, plus ambient temperature and cylinder numbers. Test reports for masonry materials shall include proportions, composition, and compressive strength. COMMUNICATION The Testing/Inspecting Agency shall immediately notify the Owner, Contractor, Special Inspector, and Registered Design Professional by telephone, fax, or email of any test results failing to comply with the requirements of the Contract Documents. The Special Inspector shall immediately notify the Contractor of any work found to be in nonconformance with the Contract Documents during inspections. If the nonconforming work is not corrected while the Special Inspector is on-site, the Special Inspector shall notify the Owner and Registered Design Professional within 24 hours (one business day) and issue a nonconformance report. The Special Inspector may use the Special Inspection Non-Conformance Report form at the end of this section or other similar form. If the nonconforming work is not corrected at the time of substantial completion of the structure or other appropriate time, the Special Inspector shall notify the Owner. DISTRIBUTION OF REPORTS The Testing/Inspecting Agency shall submit reports to the Owner, Special Inspector and the Registered Design Professional within 7 days of the inspection or test. Legible handwritten reports may be submitted if final typed copies are not available. The Special Inspector shall submit reports to the Owner and Registered Design Professional within 7 days of the inspections. Legible handwritten reports may be submitted if final typed copies are not available. If requested by the Code Enforcement Official, the Special Inspector shall submit interim reports which include all inspections and tests performed since the beginning of construction or since the previous interim report. Interim reports shall be addressed to the Code Enforcement Official with copies sent to the Registered Design Professionals (Structural Engineer and Architect) and Contractor. Interim reports shall be signed by the agent performing inspections. FINAL REPORT OF SPECIAL INSPECTIONS At the completion of work, each Testing/Inspecting Agency shall submit an Agent’s Final Report of Special Inspections to the Special Inspector stating that work was completed in substantial conformance with the Contract Documents and that appropriate inspections and tests were performed. The Testing/Inspecting Agency may use the Agent’s Final Report of Special Inspections form provided at the end of this section or other similar form. At the completion of work, the Special Inspector shall compile all inspection and test reports generated by each Agent into a Final Report of Special Inspections. The Final Report of Special Inspections shall state that required inspections have been performed and shall itemize any nonconforming work not corrected or resolved. The Special Inspector may use the Final Report of Special Inspections form provided at the end of this section or other similar form based on CASE Form 102-2001. The Special Inspector shall submit The Final Report of Special Inspections to the Owner, Registered Design Professional and Code Enforcement Official prior to issuance of a Certificate of Use and Occupancy. SPECIAL INSPECTION NON-CONFORMANCE REPORT NO. DATE: ___________________________ TO: CC: Contractor: FROM: ___________________________, Special Inspector PROJECT: PART I: REFERENCE SPECIAL INSPECTION REPORT NO. (Attach copy of report) DESCRIPTION OF NON-CONFORMANCE: RDP RESPONSE: (PROVIDE ATTACHMENTS IF NECESSARY) RDP SIGNATURE ____________________________________ DATE__________________ IS REINSPECTION BY SPECIAL INSPECTOR REQUIRED □ YES □ NO PART II: CONTRACTOR VERIFICATION (To be completed by either the [General Contractor or Construction Manager] or Subcontractor and returned to the Special Inspector and the RDP.) I verify that as of the date listed, the non-conforming item noted above has been corrected as required. Date Completed By (Contractor’s Site Representative) AGENT’S FINAL REPORT OF SPECIAL INSPECTIONS Project Name: Special Inspector: Location: Agent: Special Inspector’s Project: Agent’s Project: To the best of my information, knowledge, and belief, the Special Inspections or testing required for this project and designated for this Agent in the Statement of Special Inspections (which includes the Schedule of Special Inspections) submitted for permit have been performed and discovered discrepancies have been reported and resolved other than the following: Comments: [Attach continuation sheets if required to complete description of uncorrected discrepancies.] Respectfully submitted, Agent of the Special Inspector ______________________________________________ (Type or print name) ______________________________________________ Signature Date ______________________________________________ Address ______________________________________________ City, State, Zip FINAL REPORT OF SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS Project Name: CHI PHI INTERIORS PHASE 2 Registered Design Professionals Location: CHI PHI, 107 Edgemoor Lane, Architecture: Bero Architecture Ithaca, NY 14850 32 Winthrop Street Rochester, NY 14607 Owner: CORNELL UNIVERSITY Owner’s Address: Structural Engineering: RYAN BIGGS | CLARK DAVIS 4592 Jordan Road, Skaneateles Falls, NY 13153 Special Inspector: Name Address To the best of my information, knowledge, and belief, the Special Inspections required for this project and itemized in the Statement of Special Inspections (which includes the Schedule of Special Inspections) submitted for permit have been performed and discovered discrepancies have been reported and resolved other than the following: Comments: [Attach continuation sheets if required to complete description of uncorrected discrepancies.] Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report. Agent’s Final Reports of Special Inspections are attached and are also a part of this Final Report. Respectfully submitted, Special Inspector ______________________________________________ (Type or print name) ______________________________________________ Signature Date ***END OF SECTION 01 45 33*** SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS GENERAL DESCRIPTION The Contractor shall furnish, install and maintain all temporary facilities and services of every kind, as required by the Contractor and by its subcontractors for their performance of the Work and compliance with the Contract Documents, and shall remove such facilities and complete such services upon the completion of all other work, or as Cornell University may direct. The Contractor shall obtain all required permits and approvals for and shall provide, construct, or install, as well as operate, maintain, service and remove temporary facilities and services. REQUIREMENTS OF REGULATORY AGENCIES Comply with Federal, State and local codes and safety regulations. PRODUCTS MATERIALS, GENERAL Choice of materials, as suitable for the accomplishment of the intended purpose, is the Contractor’s option. Materials may be new or used, but must not violate requirements of applicable codes, standards and specifications. TEMPORARY FIRST AID FACILITIES Provide first aid equipment and supplies, with qualified personnel continuously available to render first aid at the site. Provide a sign, posted at the telephone, listing the telephone numbers for emergency medical services: Physicians, ambulance services and hospitals. TEMPORARY FIRE PROTECTION Provide a fire protection and prevention program for employees and personnel at the site. Comply with NFPA 241. Develop, manage, and supervise an overall fire-prevention and -protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information Equipment: Provide and maintain fire extinguishing equipment ready for instant use at all areas of the Project and at specific areas of critical fire hazard. Hand extinguishers of the types and sizes recommended by the National Board of Fire Underwriters to control fires from particular hazards. Construction period use of permanent fire protection system. Water hoses connected to an adequate water pressure and supply system to reach each area or level of construction upon building enclosure or heating of the building. 5. Maintain existing standpipes and hoses for fire protection. Provide additional temporary hoses where required to comply with requirements. Hang hoses with a warning sign stating that hoses are for fire-protection purposes only and are not to be removed. Match hose size with outlet size and equip with suitable nozzles. Provide hoses of sufficient length to protect construction areas. 6. Maintain unobstructed access to fire extinguishers, fire hydrants, siamese connections, standpipes, temporary fire-protection facilities, stairways, and other access routes for firefighting. 7. Where existing or temporary fire protection services are being replaced with new fire protection services, do not remove or impair existing or temporary services until new services are placed into operation and use. 8. At earliest feasible date in each area of Project, complete installation of permanent fire-protection facility and systems, including connected services, and place into operation and use. Instruct key personnel on use of facilities. Protect and maintain permanent fire protection system. Repair or replace any components damaged during construction. Enforce fire-safety discipline: Store combustible and volatile materials in an isolated, protected location. Avoid accumulations of flammable debris and waste in or about the Project. Prohibit smoking in the vicinity of hazardous conditions. There is NO SMOKING allowed on construction sites located in any occupied building. Smoking is prohibited in all Cornell University buildings. Closely supervise welding and torch-cutting operations in the vicinity of combustible materials and volatile conditions. Supervise locations and operations of portable heating units and fuel. Maintain fire extinguishing equipment in working condition, with current inspection certificate attached to each extinguisher. Welding or burning operations shall be conducted under a Hot Work Permit issued in accordance with Section 01 41 00. Where such work is permitted, the Contractor shall provide an approved fire extinguisher in good operating condition within easy reach of the operating personnel. In each instance, obtain prior approval of Cornell University Environmental Health & Safety. Advise Cornell University Environmental Health & Safety of any items affecting Life Safety, e.g., road blockages, exit closing, etc. CONSTRUCTION AIDS Provide construction aids and equipment required to assure safety for personnel and to facilitate the execution of the Work; Scaffolds, staging, ladders, stairs, ramps, runways, platforms, railings, hoists, cranes, chutes and other such equipment. When permanent stair framing is in place, provide temporary treads, platforms and railings, for use by construction personnel. Maintain all equipment in a safe condition. TEMPORARY ENCLOSURES Provide temporary weather-tight enclosure for building exterior, maintain in-place until installation of permanent enclosures. Provide temporary weather-tight enclosure of exterior walls as work progresses for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities, and as necessary to provide acceptable working conditions, provide weather protection for interior materials, provide weather protection for occupied areas, allow for effective temporary heating, and to prevent entry of unauthorized persons. Provide temporary exterior doors with self-closing hardware and padlocks or locksets. Other enclosures shall be removable as necessary for work and for handling of materials. 3. Where heating or cooling is needed and permanent enclosure is incomplete, insulate temporary enclosures. 4. Coordinate enclosure with ventilation requirements, material drying or curing requirements, and specified environmental limitations to avoid dangerous or detrimental conditions and effects. Provide temporary enclosures to separate work areas from areas of the existing building occupied by Owner; to prevent penetration of dust or moisture into occupied areas, to prevent damage to existing equipment, and to protect Owner's employees and operations from construction work. Temporary partition and ceiling enclosures: Framing and sheet materials which comply with structural and fire rating requirements of applicable codes and standards. Close joints between sheet materials, and seal edges and intersections with existing surfaces, to prevent penetration of dust or moisture. In locations where fire protection is required, paint both sides of partitions and ceilings with fire-retardant paint as required by local fire regulations. 2. Do not remove existing exterior enclosure systems until new exterior enclosure systems are ready for installation. Complete removal of existing exterior enclosure systems as soon as possible. Immediately after completing removal, install new exterior enclosure systems and complete installation as soon as possible. 3. Do not remove existing HVAC systems connected to louvers at existing exterior enclosure systems until new HVAC systems and louvers at exterior enclosure systems are ready for installation. Complete removal of existing HVAC systems and louvers as soon as possible. Immediately after completing removal, install new HVAC systems and new louvers and complete installation as soon as possible. TEMPORARY WATER CONTROL The Contractor shall provide, maintain and operate pumps required to keep the Work free of water at all times. Dispose of all water with due care and shall not infringe on the rights of others on the Site, of adjacent property owners and of the public. All cost in connection with the removal of such water shall be paid by the Contractor TREE, PLANT AND LAWN PROTECTION Preserve and protect existing trees, plants and lawns at the site which are designated to remain, and those adjacent to the site. Consult with Owner, and remove agreed-on roots and branches which interfere with construction. Employ qualified tree surgeon to remove, and to treat cuts. Provide temporary fences to a height of six feet, around each, or around each group of trees and plants. Provide temporary lawn protection to prevent soil compaction. Reference Cornell University Design Standards and Details: http://cds.fs.cornell.edu/file/1_8_3_Protective%20Construction%20Fencing%20for%20Trees%20Dtl.pdf Protect root zones of trees, plants and lawn areas: Do not allow vehicular traffic or parking. Do not store materials or products. Prevent dumping of refuse or chemically injurious materials or liquids. Prevent puddling or continuous running water. Carefully supervise excavating, grading and filling, and subsequent construction operations to prevent damage. Replace, or suitably repair, trees, plants and lawn areas designated to remain which are damaged or destroyed due to construction operations. Roots 2 inches or larger that are damaged or cut during construction are to be sawed off close to the tree side of the excavation. During the leafing-out period in the spring, extra care should be exercised to reduce root damage such as keeping exposed roots wet, saturating soil when backfilling around roots, and backfilling as soon as possible. Trees damaged during construction should be fertilized according to standard tree maintenance practices. If roots are cut back as a result of construction, proper pruning standards should be applied to compensate for root loss, while maintaining the natural character of the tree. GUARDRAILS AND BARRICADES Provide guardrails, barricades, fences, footways, tunnels and other devices necessary to protect personnel and employees at the site, and the public, against hazards on or adjacent to the construction site. Provide signs, warning lights, signals, flags and illumination as necessary to alert persons to hazards and to provide safe, adequate visibility in areas of hazards. Closed sidewalks need to be indicated with OSHA-approved signs, as well as, proper barricades. ACCESS ROADS AND PARKING AREAS Provide adequate temporary roads and walks to achieve all-weather access into the site from public thoroughfares, and within and adjacent to the site as necessary to provide uninterrupted access to field offices, work and storage areas. Grade and provide drainage facilities to assure runoff of rainwater and to avoid blockage of flow from adjacent areas. During dry weather wet down temporary unpaved areas when necessary to prevent blowing dust. PROJECT IDENTIFICATION AND SIGNS No signs to be displayed at the project site, unless authorized by the Owner. SECURITY The Contractor shall provide security services as required to protect the interests of the Owner. FIELD OFFICES The Owner shall designate a space within the facility to serve as a field office for the use of the Contractor and Owner. Provide a designated break area within the project site limits to minimize interaction between construction personnel and the Campus community. EXECUTION PREPARATION Consult with Owner, review site conditions and factors which affect construction procedures and temporary facilities, including adjacent properties and public facilities which may be affected by execution of the work. Designate the locations and extent of temporary construction, storage, and other temporary facilities and controls required for the expeditious accomplishment of the Work. Allow space for use of the site by Owner and by other contractors, as required by Contract Documents. GENERAL Comply with applicable requirements specified in sections of Division 02 through 40. Make work structurally, mechanically and electrically sound throughout. Install work in a neat and orderly manner. Maintain, clean, service and repair facilities to provide continuous usage, and to the quality specified for the original installation. Relocate facilities as required by progress of construction, by storage or work requirements, and to accommodate requirements of Owner and other contractors employed at the site. Keep the site, at all times during the progress of the Work, free from accumulation of waste matter or rubbish and shall confine its apparatus, materials and operations of its workers to the limits prescribed except as the latter may be extended with the approval of the Owner’s Representative. Cleaning of the structure or structures must be performed daily and removal of waste matter or rubbish must be performed at least once a week. Contractor shall at all times keep access road and public roads clean of mud and construction debris and maintain dust control to the satisfaction of the Owner. REMOVAL Completely remove temporary structures, materials, equipment and services: When construction needs can be met by use of permanent construction. At completion of the Project. Repair damage caused by installation or use of temporary facilities. Clean after removal. Restore existing or permanent facilities used for temporary purposes to specified, or to original condition. Remove foundations and underground installations for temporary construction and utilities. Grade the areas of the site affected by temporary installations to required elevations and slopes, and clean the area. ***END OF SECTION 01 50 00*** SECTION 01 51 00 TEMPORARY UTILITIES GENERAL DESCRIPTION The Contractor shall furnish, install and maintain temporary utilities required by all trades for construction. Remove on completion of Work. The Contractor shall provide all labor and materials for temporary connections and distribution. REQUIREMENTS OF REGULATORY AGENCIES Comply with National Electric Code, current edition. Comply with Federal, State and local codes and safety regulations and with utility company requirements. PRODUCTS MATERIALS, GENERAL Materials may be new or used, but must be adequate in capacity for the required usage, must not create unsafe conditions, and must not violate requirements of applicable codes and standards. TEMPORARY ELECTRICITY, LIGHTING AND WATER The Contractor shall have access to the Owner's water and electric power for constructing the Work. Temporary utility connections shall be made by the Contractor as close to its operations as possible as long as such connections do not over-load the capacity of the Owner's utilities or interfere with its customary utilization thereof. Utility access points shall be determined in cooperation with and acceptable to the Owner. The Contractor shall be responsible for the economic use of the Owner's Water and Power. The Owner will pay for the water and power consumed in the construction of the Work as long as economical usage of these utilities is maintained. The Owner reserves the right to meter and charge for the power and water consumed if in the opinion of the Owner the usage of these utilities is not economically conducted by the Contractor. In such an event, the Owner shall give three (3) days written notice to the Contractor of its intentions to meter and charge for temporary utilities used by the Contractor. All temporary power systems including wiring shall be removed by the Contractor when no longer required. The minimum temporary lighting to be provided is at the rate of fifty foot candles, is to be maintained in each room and changed as required when interior walls are being erected. The required temporary lighting must be maintained for twenty-four (24) hours a day and seven (7) days a week at all stair levels and in all corridors below ground; in any and all egress; in all other spaces temporary lighting is to be maintained only during working hours. All temporary wiring and equipment shall be in conformity with the National Electric Code. Three-phase temporary power circuits shall be installed as required to operate construction equipment of the various trades and to Install and test equipment such as pumps and elevators. The Contractor shall install and maintain temporary or permanent service for the permanently installed building equipment such as sump pumps, boilers, boiler controls, fans, pumps, so that such equipment may be operated when required and so ordered by the Owner's Representative for drainage or for temporary heat. Except as otherwise provided in the Contract, the Contractor shall submit to the Owner or the Owner's Representative for approval a proposed schedule of all utility shutdowns and cutovers of all types which may be required in connection with the Work. Such schedule shall provide a minimum of two (2) weeks advance notice to the Owner prior to the time of the proposed shutdown and cutover. The Contractor shall be responsible for all charges relating to shutdowns. Discontinuance, Changes and Removal The Contractor shall: Discontinue all temporary services required by the Contract when so directed by the Owner or the Owner's Representative. The discontinuance of any such temporary service prior to the completion of the Work shall not render the Owner liable for any additional cost entailed thereby. Remove and relocate such temporary facilities as directed by the Owner or the Owner's Representative, and shall restore the Site and the Work to a condition satisfactory to the Owner. TEMPORARY HEAT AND VENTILATION The Contractor shall furnish temporary heat as may be necessary for constructing the Work. The Contractor will be permitted to use the building's permanent heating system for temporary heat. Permission to use the building's permanent heating system shall in no way constitute the Owner's acceptance of that portion of the Work. When using the permanent building systems for space conditioning, provide a written maintenance plan for acceptance by the Owner’s Representative, prior to utilizing the equipment. Plan to address temporary filtering of air and water, sealing of open ducts, lubrication, operation outside of normal ranges, and controls/safeties. Return all equipment to its newly installed condition prior to acceptance testing. 1. If the Contractor elects to use the building’s permanent heating system for temporary heat, the Contractor shall provide filters with MERV of 8 at each return-air grille in system and remove at end of construction and clean HVAC system as required in Section 01 77 00 - Closeout Procedures. Any temporary system shall be removed when no longer required. During heating cycles the enclosures separating the interior building areas from outside shall be maintained closed to conserve heat energy. The Contractor shall provide for ventilation of all structures until Physical Completion of the Work and shall control such ventilation to avoid excessive moisture levels and rates of drying of construction materials, including but not limited to concrete and to plaster, and to prevent condensation on sensitive surfaces. The Contractor shall be responsible for any moisture intrusion that is detrimental to the Project. TEMPORARY CONTRACTOR TELEPHONE SERVICE Site Superintendent or their Representative shall carry a cellular telephone at all times. TEMPORARY SANITARY FACILITIES The Owner shall designate sanitary facilities to be utilized by the Contractor during construction. Existing plumbing facilities must be maintained during the project’s duration and thoroughly cleaned at the project’s completion. The Contractor will be responsible for any damage the facilities incur during the project’s duration. The contractor shall be responsible for providing temporary sanitary facilities if needed due to utility shutdowns during the project’s duration. EXECUTION REMOVAL Completely remove temporary materials and equipment when their use is no longer required. Clean and repair damage caused by temporary installations or use of temporary facilities. Restore existing and permanent facilities used for temporary services to specified, or to original, condition. ***END OF SECTION 01 51 00*** SECTION 01 51 23 HEAT DURING CONSTRUCTION GENERAL DESCRIPTION The Contractor shall maintain existing or temporary building heating systems to accomplish the following: Protect the existing facility and facility plumbing systems against damage due to cold temperatures. Provide sufficient heat so that the Work can be accomplished in accordance with the Contract Documents. Maintain construction schedules as required by the Contract. Include in the bid price an amount necessary to provide Construction Heat as required. Existing central steam systems may be used to the extent that they do not interfere with the safe and effective completion of Work. However, any modifications to existing systems shall be corrected prior to the conclusion of work. No natural gas is available to the facility for temporary heat. At the conclusion of the project the facility heating systems shall be returned to functional order as necessary to protect the building and facility plumbing systems. RESPONSIBILITY The Contractor shall include in the bid the cost of the temporary heat. The Contractor shall be responsible for repairs to the facility necessitated by the failure to provide heat during any portion of the Work. PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 51 23*** SECTION 01 57 13 SOIL EROSION AND SEDIMENT CONTROL GENERAL DESCRIPTION This Section describes minimum standards for the prevention and control of erosion during the construction process and may not be sufficient for all sites. The Contractor shall remain responsible for the means and methods of preventing erosion and may be required to employ additional means and methods as required to prevent violations of local, state, or federal standards. PLAN AND IMPLEMENTATION GENERAL REQUIREMENTS Maintain Erosion and Sediment Control measures throughout the course of site construction activities until vegetative growth is established to the Owner’s satisfaction. At conclusion of the Project, remove all remaining temporary erosion control structures and properly dispose of accumulated sediment on-site in areas approved by the Owner. PERFORMANCE STANDARDS At no time shall construction operations or any related disturbance of the site result in the impairment of local waterways. “Impairment” is defined by regulations as including, but not limited to, the following: The release of water into receiving waters that causes a substantial visible contrast to natural conditions; or The deposition of significant sediment into such waters. Such deficiencies shall be corrected immediately by the Contractor to prevent further impairment. In addition, and without notice to the Contractor, the Owner shall also have the right, based on the Owner’s independent assessment, to stop work or engage other contractor(s) to construct or correct such work as may be necessary to prevent the impairment of waterways, and to charge all costs related to such corrective or additional actions against the Contract. The Contractor’s responsibilities under this Section shall end upon final completion and payment of the Work of the entire Contract. INSPECTIONS At the sole discretion of the Owner, inspections may be performed by a third party or on-staff representative of the Owner. The Owner may inspect the site at any time, without prior notification, for compliance with applicable local, state and federal regulations. Any instances of non-compliances or failure to meet the performance standards found must be resolved within 24 hours, with more immediate responses as required to mitigate active erosion during storm events or similar instances. PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 57 13* SECTION 01 66 00 STORAGE AND PROTECTION GENERAL DESCRIPTION The Contractor shall receive, pile, store and handle all materials, equipment and other items incorporated or to be incorporated in the Work, including items furnished by the Owner in a careful and prudent manner and shall protect them against loss or damage from every source. The Contractor shall be responsible for obscuring from public view, in a manner acceptable to the Owner, staging and storage areas. TRANSPORTATION AND HANDLING Transport and handle products in accordance with manufacturer's instructions; using means and methods that will prevent damage, deterioration, and loss, including theft. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction space. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installation. Promptly inspect shipments to assure that products comply with requirements, quantities are correct and products are undamaged. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement or damage. STORAGE Materials stored on the Site shall be neatly piled and protected, and shall be stored in a neat and orderly manner in locations that shall not interfere with the progress of the Work or with the daily functioning of the Institution. Materials subject to weather damage shall be protected against the weather by floored weatherproof temporary storage sheds. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather-protection requirements for storage. Storage piles and sheds shall be located within the area designated as the Staging Area. The Contractor shall work to insure that the condition of the staging area has no negative impact on the Campus, visually or otherwise; and that outside of that area. The Contractor has no impact at all on the Campus. Materials stored within the building shall be distributed in such a manner as to avoid overloading of the structural frame, and never shall be concentrated in such a manner as to exceed the equivalent of 50 pounds per square foot uniformly distributed loading. Stored materials shall be moved if they interfere with the progress of the work. Should it become necessary during the course of the Work to move stored materials or equipment, the Contractor, at the direction of the Owner or the Owner's Representative, shall move such materials or equipment. PROTECTION The Contractor shall provide security personnel and adopt other security measures as may be necessary to adequately protect materials and equipment stored at the site. The Contractor shall be obligated to replace or pay for all materials and equipment including items furnished by the Owner which have been damaged or stolen prior to completion of the Work. Protection of Utilities If during the course of the Project, it is necessary to work adjacent to existing utilities, pipelines, structures and equipment, the Contractor shall take all necessary precautions to protect existing facilities from damage. Locations of utilities as shown on the Contract Documents are approximate only. The Contractor shall excavate or otherwise locate to verify existing utilities in advance of its operation. Protective Covering All finished surfaces shall be protected by the Contractor as follows: Door and window sills and the jambs and soffits of openings used as passageways or through which material is handled, shall be cased and protected adequately against possible damage resulting from the conduct of the work of all trades. All surfaces shall be clean and not marred upon delivery of the building to the Owner. The Contractor shall, without extra compensation, replace all blocks, gypsum board, plaster, paint, tile, and all other surfaces, whether or not protected, which are damaged, and shall refinish (including painting as specified) to satisfaction of Owner. Tight wood sheathing shall be laid under any materials that are stored on finished concrete surfaces and planking must be laid before moving any materials over these finished areas. Wheelbarrows used over such areas shall have rubber tires on wheels. Contractor has the responsibility for protection of carpeting and all finish flooring during all phases of the work including after installation. All floors exposed to view as a floor finish shall be protected by overlaying with plywood in all areas subject to construction traffic within and without the building, special care shall be taken to protect all stair finish surfaces including but not limited to flooring, wood in-fill stairs, cabinetry, counters, equipment, etc. PROTECTION AFTER INSTALLATION Protect installed products, including Owner-provided products, and control traffic in immediate area to prevent damage from subsequent operations. Provide protective coverings at walls, projections, corners, and jambs, sills, and soffits of openings in and adjacent to traffic areas. Cover walls and floors of elevator cabins, and jambs of cab doors, when elevators are used by construction personnel. Protect finish floors and stairs from dirt, wear, and damage: Secure heavy sheet goods or similar protective materials in place, in areas subject to foot traffic. Lay planking or similar rigid materials in place, in areas subject to movement of heavy objects. Lay planking or similar rigid materials in place, in areas where storage of products will occur. Protect waterproofed and roofed surfaces: Restrict use of surfaces for traffic of any kind, and for storage of products. When an activity is mandatory, obtain recommendations for protection of surfaces from manufacturer. Install protection and remove on completion of activity. Restrict use of adjacent unprotected areas. Restrict traffic of any kind across planted lawn and landscape areas. PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 66 00*** SECTION 01 73 29 CUTTING, PATCHING AND REPAIRING GENERAL DESCRIPTION The Contractor shall be responsible for all cutting, fitting and patching, including excavation and backfill, required to complete the Work or to: Make its several parts fit together properly. Uncover portions of the Work to provide for installation of ill-timed work. Remove and replace defective work. Remove and replace work not conforming to requirements of Contract Documents. Remove samples of installed work as specified for testing. Repair or restore existing or new surfaces and finishes to match adjacent existing or new surfaces and finishes. Upon written instructions of the Owner’s Representative: Uncover designated portions of Work for Architect's observation of covered work. Remove samples of installed materials for testing beyond that specified. Remove work to provide for the alteration of previously incorrectly installed work. Patch work uncovered or removed. Do not damage or endanger any work by cutting or altering the Work or any part thereof. Do not cut or otherwise alter the work of the Owner except with the written consent of the Owner’s Representative. Where cutting and patching involves adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with the original structure. Openings and Chases Build openings, including but not limited to channels, chases and flues as required to complete the Work as set forth in the Contract. After installation and completion of any work for which openings have been provided, build in, over, and around and finish all such openings as required to complete the Work. Furnish and install all sleeves, inserts, hangers and supports required for the execution of the Work. SUBMITTALS Submit a written request to the Architect prior to executing any cutting, alteration or excavation which affects the work of the Owner, or which may affect the structural safety of any portion of the Project. Include: Identification of the Project. Description of the affected work. The necessity for doing the cutting, alteration or excavation. The effect on the work of the Owner’s property, or on the structural integrity of the Project. Description of the proposed work: The scope of cutting, patching, alteration, or excavation. Contractor and trades who will execute the work. Products proposed to be used. The extent of refinishing to be done. Alternatives to cutting, patching or excavation. Designation of the responsibility for the cost of cutting and patching. Written permission of any separate contractor whose work will be affected. Should conditions of the work of the schedule indicate a change of products from the original installation, submit a request for substitution as specified in Section 01 25 00 - Substitutions and Product Options. Submit a written notice to the Architect and the Owner designating the date and the time the work will be uncovered. QUALITY ASSURANCE Requirements for Structural Work: Do not cut and patch structural elements in a manner that would change their load-carrying capacity for load-deflection ratio. Obtain written approval of the cutting and patching proposal before cutting and patching structural elements, including but not limited to the following: Foundation construction Bearing and retaining walls Structural concrete Structural steel and lintels Miscellaneous structural metals Exterior wall back-up supports and anchoring systems Piping, ductwork, vessels, and equipment supports Equipment supports Operational Limitations: Do not cut and patch operating elements or related components in a manner that would result in reducing their capacity to perform as intended. Do not cut and patch operating elements or related components in a manner that would result in increased maintenance or decreased operation life or safety. Obtain written approval of the cutting and patching proposal before cutting and patching the following operating elements or safety related systems: Primary operational systems and equipment Air or smoke barriers Water, moisture, or vapor barriers Membranes and flashings Fire protection systems Control systems Communication systems Electrical wiring systems Operating systems of special construction in MEP work Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in the Owner’s opinion, reduce the building’s aesthetic qualities. Do not cut and patch construction in a manner that would result in visual evidence of cutting and patching. Remove and replace construction which was cut and patched in a visually unsatisfactory manner at no expense to the Owner. Waterproofing and Water Tightness: Do not cut or alter waterproofed walls or floors or any structural members without written permission of the Owner. Waterproofing and Roofing Membranes Employ qualified contractors to accomplish all required cutting, patching, or repairing of existing waterproofing and roofing membranes. Before beginning cutting, patching or repairing of existing waterproofing and roofing membranes, obtain approval of all materials, methods and contractor to be used from the Owner and agency, or agencies, holding bond or guarantee/warranty in force for membrane. Water Tightness The Contractor shall be responsible for water tightness of product, materials, and workmanship, including work specified to be watertight and inferred by general practice to be watertight. All floors (slabs), walls, roof, glazing, windows, doors, sleeves through foundation walls, flashings, and similar items shall be watertight. If details or materials shown or specified are felt not satisfactory to produce water tightness, the Contractor shall inform the Owner’s Representative before installation and submit proposed substitution or alternative method for review and approval. The Contractor shall execute approved change and make watertight at no additional cost to the Owner. WARRANTIES Replace, patch, and repair material and surfaces cut or damaged by methods and with materials in such a manner as not to void any warranties required or existing. PRODUCTS MATERIALS Comply with the Contract Documents for each product involved. Use materials identical to in-place or existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible. If identical materials are unavailable or cannot be used, use materials whose installed performance will equal or surpass that of in-place or existing materials, and will match visual appearance of in-place or existing materials. EXECUTION INSPECTION Inspect existing conditions of the Project, including elements subject to damage or to movement during: Cutting and patching. Excavation and backfilling. After uncovering work, inspect the conditions affecting the installation of products, or performance of the work. Report unsatisfactory or dubious conditions to the Architect in writing; do not proceed with the work until the Architect has provided further instructions. PREPARATION Provide shoring, bracing and other support as necessary to assure the structural safety of that portion of the Work. Provide devices and methods to protect other portions of the Project from damage. Provide for vertical and lateral support required to protect adjacent buildings and properties. Provide protection from the elements for that portion of the Project which may be exposed by cutting and patching work, including but not limited to pumping to maintain excavations free from water. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. Avoid cutting existing pipe, conduit, or ductwork serving the building but scheduled to be removed or relocated until provisions have been made to bypass them. PERFORMANCE General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition. Cutting: Cut existing construction using methods which will assure safety, will be least likely to damage elements retained or adjoining construction, and will provide proper surfaces to receive new work. In general, where cutting, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. Cut through concrete and masonry using a cutting machine, such as a carbon saw or a diamond-core drill. Comply with the requirements of applicable MEP work where cutting and patching of services is required. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. Where patching occurs in a painted surface, apply primer and intermediate paint coats over patch and apply final paint coat over entire unbroken surface containing patch. Provide additional coats until patch blends with adjacent surfaces. Refinish entire surfaces as necessary to provide an even finish to match adjacent finishes: For continuous surfaces, refinish to nearest intersection. For an assembly, refinish the entire unit. When patching existing plaster finished walls and partitions, the Contractor shall utilize plaster trim, lath and other metal components to match the integrity of the existing system. All plaster finishes shall match existing finishes so as to provide a uniform visual appearance. Floors and Walls: Where walls or partitions that are demolished extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish color, texture, and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections of these Specifications. Ceilings: Patch, repair, or re-hang existing ceilings as necessary to provide an even-plane surface of uniform appearance. Concrete Masonry Units: Patch walls by toothing-in units using salvaged or new CMU units matching in-place units for type and size. Match coursing patterns, mortar joint profiles, and other features of in-place CMU walls. Use accessory materials compatible with in-place materials. Brick and Masonry: Patch walls by toothing-in units using salvaged or new brick and masonry matching in-place brick and masonry units. Match coursing patterns, mortar joint profiles, and other features of in-place brick and masonry walls. Use accessory materials compatible with in-place materials. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weather-tight condition. Existing Roofing: Comply with requirements of existing roofing manufacturer for cutting and patching existing roofing system. Provide flashing and trim, base sheets, base flashing, adhesives, insulation, blocking, substrate boards, accessories, and other required items to patch roofing at penetrations and roof-top mounted items. Repairs: Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials. Completely fill holes and depressions in existing masonry walls that are to remain with an approved masonry patching material applied according to manufacturer's written recommendations. Execute excavating and backfilling by methods which will assure safety, will prevent settlement or damage to other work. Execute fitting and adjustment of products to provide a finished installation to comply with specified products, functions, tolerances and finishes. Restore work which has been cut or removed; install new products to provide completed work in accordance with requirements of Contract Documents. The Contractor shall replace, repair and patch all surfaces of the ground and of any structure disturbed by its operations and its Work which surfaces and structures are intended to remain even if such operations and work are outside the property lines. Such replacement, repair and patching shall be with like material and shall restore surfaces as they existed. CLEANING Clean area and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar items. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. 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 01 73 29*** SECTION 01 74 00 CONSTRUCTION WASTE MANAGEMENT GENERAL SUMMARY Section includes administrative and procedural requirements for the following: Salvaging nonhazardous demolition and construction waste. Recycling nonhazardous demolition and construction waste. Disposing of nonhazardous demolition and construction waste. Maintaining and implementing a comprehensive plan for maximizing recycling and salvaging of waste materials and documenting quantity of recycled and salvaged waste. DEFINITIONS Construction Waste: Building materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging. Demolition Waste: Building materials resulting from demolition or selective demolition operations. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work. SUBMITTALS, GENERAL Forms: In addition to Owner’s standard forms, use Contractor’s or Waste Management Company’s standard forms containing the indicated minimum content. PRODUCTS – NOT USED EXECUTION PLAN IMPLEMENTATION General: Implement approved waste management plan. Provide handling, containers, storage, signage, transportation, and other items as required to implement waste management plan during the entire duration of the Contract. Training: Train workers, trades, subcontractors, suppliers, Owner’s construction forces, and Owner’s Separate Contractors on proper waste management procedures, as appropriate for the Work and work occurring at Project site. Distribute waste management plan to everyone concerned within three days of submittal return. Distribute waste management plan to entities when they first begin work on-site. Review plan procedures and locations established for salvage, recycling, and disposal. Site Access and Temporary Controls: Conduct waste management operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. Designate and label specific areas on Project site necessary for separating materials that are to be salvaged, recycled, reused, donated, and sold. Comply with Section 01 50 00 "Temporary Facilities and Controls" for controlling dust and dirt, environmental protection, and noise control. SALVAGING DEMOLITION WASTE Salvaged Items for Reuse in the Work: Salvage items for reuse and handle as follows: Clean salvaged items. Pack or crate items after cleaning. Identify contents of containers with label indicating elements, date of removal, quantity, and location where removed. Store items in a secure area until installation. Protect items from damage during transport and storage. Install salvaged items to comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make items functional for use indicated. Salvaged Items for Sale and Donation: Not permitted on Project site. Salvaged Items for Owner's Use: Salvage items for Owner's use and handle as follows: Clean salvaged items. Pack or crate items after cleaning. Identify contents of containers with label indicating elements, date of removal, quantity, and location where removed. Store items in a secure area until delivery to Owner. Transport items to Owner's storage area as designated by Owner. Protect items from damage during transport and storage. Doors and Hardware: Brace open end of door frames. Except for removing door closers, leave door hardware attached to doors. Equipment: Drain tanks, piping, and fixtures. Seal openings with caps or plugs. Protect equipment from exposure to weather. Plumbing Fixtures: Separate by type and size. Lighting Fixtures: Separate lamps by type and protect from breakage. Electrical Devices: Separate switches, receptacles, switchgear, transformers, meters, panel boards, circuit breakers, and other devices by type. RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL General: Recycle paper, beverage containers, and other recyclable consumables used by on-site workers. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for recycling waste materials shall accrue to Contractor unless otherwise indicated in the ‘Agreement’. Preparation of Waste: Prepare and maintain recyclable waste materials according to recycling or reuse facility requirements. Maintain materials free of dirt, adhesives, solvents, petroleum contamination, and other substances deleterious to the recycling process. Procedures: Separate recyclable waste from other waste materials, trash, and debris. Separate recyclable waste by type at Project site to the maximum extent practical according to approved construction waste management plan. Provide appropriately marked containers or bins for controlling recyclable waste until removed from Project site. Include list of acceptable and unacceptable materials at each container and bin. Inspect containers and bins for contamination and remove contaminated materials if found. Stockpile processed materials on-site without intermixing with other materials. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust. Stockpile materials away from construction area. Do not store within drip line of trees. Store components off the ground and protect from the weather. Remove recyclable waste from Owner's property and transport to recycling receiver or processor. DISPOSAL OF WASTE General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction. Except as otherwise specified, do not allow waste materials that are to be disposed of to accumulate on-site. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. Burning: Do not burn waste materials. Disposal: Remove waste materials from Owner's property and legally dispose of them. ***END OF SECTION 01 74 00*** SECTION 01 77 00 PROJECT CLOSEOUT GENERAL INSPECTIONS Within a minimum of five (5) days prior to substantial completion, when the Work has reached such a point of completion that the building or buildings, equipment and apparatus can be occupied and used for the purpose intended, the Contractor shall make a detailed inspection of the Work to ensure that all requirements of the Contract have been met and that the Work is complete and is acceptable. Contractor shall prepare and submit a list of items to be completed and corrected (Contractor's punch list), indicating the value of each item on the list and reasons why the Work is incomplete. After receipt of the Contractor’s initial punch list, the Architect will make an inspection of the Work to determine that the Work is substantially complete and that requirements of the Contract have been met and that the Work is sufficiently complete and is acceptable for use. The Architect will submit a marked-up list of items to be completed and/or corrected, inclusive of the Contractor’s punch list. The Architect shall prepare a Certificate of Substantial Completion, on the basis of an inspection, when the Architect has determined that the work is substantially complete. A copy of the report of the inspection will be furnished to the Contractor as the inspection progresses so that the Contractor may proceed without delay with any part of the Work found to be incomplete or defective. When the items appearing on the report of inspection have been completed or corrected, the Contractor shall so advise the Architect. After receipt of this notification and Contractor’s certified list of completed items, the Owner's Representative will inform the Contractor of the date and time of final inspection. A copy of the report of the final inspection containing all remaining contract exceptions, omissions and incomplete work will be furnished to the Contractor. After receipt of notification of completion and all remaining contract exceptions, omissions and incomplete work from the Contractor, the Architect will make an inspection to verify completion of the exception items appearing on the report of final inspection. All work performed under a Fire Protection system Installation/Alteration Operating Permit shall be inspected by the Ithaca Fire Department or if so delegated by the Ithaca Building Department. A member of the Ithaca Fire Department shall witness all acceptance or reacceptance testing of work performed under a Fire Protection System Installation Operating Permit. All testing and inspections shall be in compliance with the applicable NFPA codes as referenced by Section 906.1 of the Fire Code of NYS. Work classified as a ‘Repair’ under the Existing Building Code does not require the Ithaca Fire Department to witness the testing of the affected systems. Systems that have been repaired must still be tested as required by the Fire Code of NYS and NFPA. The Ithaca Fire Department Shall Witness the Acceptance or Reacceptance Testing for the Following Conditions: Testing of any new installation of a fire alarm, fire suppression, or fire detection system as required by the Fire Code of New York State. Hydrostatic testing of sprinkler system where the modification affects more than 20 sprinkler heads and the modified area can be isolated from the rest of the system Installation or replacement of a fire pump or drive elements of the fire pump. A Fire Alarm System with added or deleted components. A Fire Alarm System where the wiring or control circuits have been modified. A Fire Alarm System where the control unit (Fire Alarm Panel) has been replaced or the control unit software has been replaced. A smoke control system where the master control unit, individual fan control unit, or fan drive unit has been replaced or modified An alternative fire suppression system that has been replaced or the actuation elements have been modified. Except: fusible link replacement. A modification or extension of the piping fur a fire standpipe system where a hydrostatic test is required by NFPA 14. SUBMITTALS A. Contractor's List of Incomplete Items: Initial punch list submittal at Substantial Completion. 1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor, listing by room or space number. Organize items applying to each space by major element, including categories for individual exterior face elevations, ceilings, individual walls, floors, doors, roof levels, casework, equipment, and building systems. B. Contractor's Certified List of Completed Items: Final signed punch list submittal at Final Completion. C. Certificates of Release: Occupancy permits from authorities having jurisdiction. FINAL CLEAN UP Upon completion of the work covered by the Contract the Contractor shall leave the completed Project ready for use and occupancy without the need of further cleaning of any kind and with all Work in new condition and in perfect order. In addition, upon completion of all Work the Contractor shall remove from the vicinity of the Work all plant, buildings, rubbish, unused materials, concrete forms and other materials belonging to him or used under its direction during construction or impairing the use or appearance of the property and shall restore such areas affected by the work to their original condition, and, in the event of its failure to do so, the same shall be removed by the Owner at the expense of the Contractor, and the Contractor and/or its surety shall be liable therefore. Final clean-up shall include but not be limited to the following: All finished surfaces shall be swept, dusted, washed and polished. This includes cleaning of the Work of all finishing trades where needed, whether or not cleaning by such trades is included in their respective sections of the specifications. Roofs, utility tunnels, manholes and pipe trenches and spaces between the new and existing Work shall be left thoroughly cleaned. Finished flooring shall be thoroughly cleaned in accordance with the manufacturer’s recommendations. Where the finish of floors has been marred or damaged in any space or area, the entire floor of that space or area shall be refinished as recommended by the manufacturers of the flooring. All equipment shall be in an undamaged, bright, clean, polished and new appearing condition. All new glass shall be washed and polished, both sides. The Contractor shall be responsible for all breakage of glass in the area of the Work from the commencement of its activities until the building is turned over to Owner. The Contractor shall replace all broken glass and deliver the entire building with all glazing intact and clean. Provide new filters for all fan convectors after final cleaning. Refer to exterior clean up. Remove paint and glazing compound from surfaces. Clean adjacent structures and improvements of dust, dirt, and debris caused by construction operations. Return adjacent areas to condition existing before construction operations began. MAINTENANCE STOCK Turn over to Owner's Representative the maintenance stock specified. Contractor shall obtain signed receipt from Owner's Representative for all maintenance stock. PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 77 00*** SECTION 01 78 22 FIXED EQUIPMENT INVENTORY GENERAL FIXED EQUIPMENT INVENTORY The Owner shall provide the Contractor with a list of Equipment Types to be inventoried and an Excel template. The Contractor shall populate the template (see Example Equipment List to be inventoried in Section 1.2). Once populated, the Contractor shall electronically return to the list to the Owner’s Representative. The initial data to be captured on each piece of equipment shall include: Name of Product Equipment Classification Manufacturer Model Number Serial Number Cost Location (including Building and Room Number) Acquisition Date (Date of Installation) The Owner shall from the Contractor provided data create a follow-up equipment Excel template that contains the MAXIMO ID for the equipment with all the name plate and specification fields for each type of equipment. This template shall then be returned to the Contractor. The Contractor shall be responsible for the initial labeling of the equipment and its’ disconnects with the MAXIMO ID using an electronic label maker. ID labels shall be in close proximity to Equipment Identification information, visually locatable from the access point to the equipment and on the face of disconnects. The Contractor shall then populate the MAXIMO Equipment Specification Template with the equipment nameplate, specification information, and warranty information. The Contractor shall electronically submit the equipment data and any related documentation (i.e. - O&M manuals) to the Owner’s Representative. EXAMPLE EQUIPMENT LIST Building Equipment AC Drive/VSD Air Dryer Backflow Preventor Air Compressor Building Sprinkler Control Vacuum Pump Condensate Glycol CWC HWC Potable Sanitary Sewer Storm Sewer Sump Quality Water Fuel Fan Exhaust Supply Return Fume Hood Furnace Generator Hot Water Heater Heat Exchangers Boiler Tank Unit Heater Fan Coil VAV Box Transfer Switch Motor Pump Fan Lift/Levelers Water Softener Reverse Osmosis PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 78 22*** SECTION 01 78 23 OPERATING AND MAINTENANCE DATA GENERAL DESCRIPTION The Contractor shall compile product data and related information appropriate for Owner's maintenance and operation of products furnished under the Contract. Prepare operating and maintenance data as specified in this Section, as referenced in other pertinent sections of Specifications and as necessary to operate the completed work. Operations and maintenance data, in final format, shall be available to the Owner prior to substantial completion. Instruct Owner's personnel in the maintenance of products and in the operation of equipment and systems. FORM OF SUBMITTALS Prepare data in the form of an instructional manual for use by Owner's personnel. Manual shall be supplied in hard and electronic format as described below: Hard Copy Format: Size: 8-1/2" x 11" and a CD with electronic files. Text: Manufacturer's printed data, scanned .pdf and/or neatly typewritten Word file. Drawings: Drawings are required in both hard copy and electronic format. Provide reinforced punched binder tab, bind in with text. Fold larger drawings to the size of the text pages. Provide fly-leaf for each separate product, and major component parts of equipment. Provide type description of product, and major component parts of equipment. Provide indexed thumb tab. Cover: Identify each volume with typed or printed title "OPERATIONS AND MAINTENANCE INSTRUCTIONS". List: Title of Project Identity of separate structure as applicable. Identity of general subject matter covered in the manual. Binders for Hard Copy: Commercial quality three-ring binders with durable and cleanable plastic covers. When multiple binders are used, correlate the data into related consistent groupings. Electronic Copy The electronic version of the O&M Manual will contain all of the same content as the hard copy version. Electronic copies of the product data and record submittals shall be in pdf format. Drawings shall be in AutoCAD v14 or higher format. Provide a series of files organized in subdirectories with a summary index with hyperlinks to the various documents and or references to separate CDs that contain the information. When electronic submissions are made on electronic media such as CDs, six copies of the electronic media shall be provided. CONTENT OF MANUAL Table of contents, typewritten, for each volume, arranged in a systematic order. Contractor, name of responsible principal, address and telephone number. A list of each product required to be included, indexed to the content of the volume. List, with each product, the name, address and telephone number of: Subcontract or installer. Maintenance contractor, as appropriate. Identify the area of responsibility of each. Local source of supply for parts and replacement. Identify each product by product name and other identifying symbols as set forth in Contract Documents. Product Data: Include only those sheets which are pertinent to the specific product. Annotate each sheet to: Clearly identify the specific product or part installed. Clearly identify the data applicable to the installation. Delete reference to inapplicable information. Submittal Data: Include a record copy of the final, approved product submittal. Record copy shall be a clean copy (free of notes from the design professional) which has been updated to reflect the “as-installed” system. Drawings: Supplement product data with drawings as necessary to clearly illustrate: Relations of component parts of equipment and systems. Control and flow diagrams. Coordinate drawings with information on Record Documents to assure correct illustration of completed installation. Do not use Record Documents as maintenance drawings. Written text, as required to supplement product data for the particular installation: Organize in a consistent format under separate headings for different procedures. Provide a logical sequence of instructions for each procedure. Original copy of each warranty, bond and service contract issued. Provide information sheet for Owner's personnel, give: Proper procedures in the event of failure. Instances which might affect the validity of warranties or bonds. MANUAL FOR MATERIALS AND FINISHES Submit a CD with electronic .pdf files and two (2) copies of complete manual in final form. Content, for architectural products, applied materials and finishes: Manufacturer's data, giving full information on products: Catalog number, size, and composition. Color and texture designations. Information required for reordering special-manufactured products. Certification as to asbestos free Instructions for care and maintenance: Manufacturer's recommendation for types of cleaning agents and methods. Cautions against cleaning agents and methods which are detrimental to the product. Recommended schedule for cleaning and maintenance. Content, for moisture-protection and weather-exposed products: Manufacturer's data, giving full information on products. Applicable standards Chemical composition Details of installation Instructions for inspection, maintenance, and repair. Additional requirements for maintenance data: The respective sections of Specifications. MANUAL FOR EQUIPMENT AND SYSTEMS Submit electronic media containing native .pdf files and two (2) copies of complete manual in final form. Content, for each unit of equipment and system, as appropriate: Description of unit and component parts. Function, normal operating characteristics, and limiting conditions. Performance curves, engineering data and tests. Complete nomenclature and commercial number of all replaceable parts. Operating procedures: Start-up, break-in, routine and normal operating instructions. Regulation, control, stopping, shut-down and emergency instructions. Summer and winter operating instructions. Special operating instructions. Maintenance Procedures: Routine operations. Guide to "trouble-shooting". Disassembly, repair and reassembly. Alignment, adjusting and checking. Servicing and lubrication required: List of lubricants required. Manufacturer's printed operating and maintenance instructions. Description of sequence of operation by control manufacturer. Original manufacturer's parts list, illustrations, assembly drawings and diagrams required for maintenance. Predicted life of parts subject to wear. Items recommended to be stocked as spare parts. As-installed control diagrams by controls manufacturer. Each contractor's coordination drawings. As-installed color coded piping diagrams. Charts of valve tag numbers, with the location and function of each valve. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage. Other data as required under pertinent sections of Specifications. Content, for each electric and electronic system, as appropriate: Description of system and component parts: Function, normal operating characteristics, and limiting conditions. Performance curves, engineering data and tests. Complete nomenclature and commercial number of replaceable parts. Circuit directories of panel boards: Electrical service. Controls. Communications. As-installed color coded wiring diagrams. Operating procedures: Routine and normal operating instructions. Sequences required. Special operating instructions. Maintenance procedures: Routine operations. Guide to "trouble-shooting". Disassembly, repair and reassembly. Adjustment and checking. Manufacturer's printed operating and maintenance instructions. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage. Other data as required under pertinent sections of Specifications. Additional requirements for operations and maintenance data: See the respective sections of Specifications and General Conditions. SUBMITTAL REQUIREMENTS Submit three (3) copies of preliminary draft of proposed formats and outlines of contents thirty (30) calendar days after approved submittals. Provide two (2) copies in hard format and one (1) electronic file for the Commissioning Agent. Architect will review draft and return one copy (1) with comments. Submit two (2) copies of completed data in final form twenty (20) calendar days prior the Acceptance Phase of the Project. Provide two (2) copies in hard format and one (1) One (1) copy will be returned with comments. Submit specified number of copies of approved data in final form prior to final acceptance. INSTRUCTIONS OF OWNER'S PERSONNEL Prior to final inspections or acceptance, fully instruct Owner's designated operating and maintenance personnel in the operation, adjustment and maintenance of all products, equipment and systems: Instruction time shall be sufficient to fully instruct all shifts of the Owner's operating and maintenance personnel. Operations and maintenance shall constitute the basis of instruction: Review contents of manual with personnel in full detail to explain all aspects of operations and maintenance. Submit typewritten statement, signed by each of Owner's Representatives who have been instructed, describing: Method of Instruction. Equipment and Systems Operated. Length of Instruction Period. Contractor is fully responsible until final acceptance, even though operated by Owner's personnel, unless otherwise agreed in writing. OPERATING INSTRUCTIONS List under clear plastic (1/8" thick) all operating, maintenance and starting precautions and procedures to be followed by Owner for operating all systems and equipment. PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 78 23*** SECTION 01 78 36 WARRANTIES AND BONDS GENERAL DESCRIPTION The Contractor shall: Compile specified warranties and bonds. Compile specified service and maintenance contracts. Co-execute submittals when so specified. Review submittals to verify compliance with Contract Documents. Submit to Architect for transmittal to Owner. SUBMITTAL REQUIREMENTS Assemble warranties, bonds and service and maintenance contracts, executed by each of the respective manufacturers, suppliers and subcontractors. Number of original copies required: Two (2) each hard copy One (1) set in electronic format. Table of Contents: Neatly typed, in orderly sequence. Provide complete information for each item. Product or work item. Firm, with name of principal, address and telephone number. Scope. Date of beginning of warranty, bond or service and maintenance contract. Duration. Provide information for Owner's personnel: Proper procedure in case of failure. Instances which might affect the validity of warranty or bond. Contractor, name of responsible principal, address and telephone number. FORM OF SUBMITTALS (HARD COPY) Prepare in duplicate packets. Format: Size 8-1/2 in. x 11 in., punch sheets for 3-ring binder. Fold larger sheets to fit binders. 2. Cover: Identify each packet with typed or printed title "WARRANTIES AND BONDS". List: Title of Project Name of Contractor Binders: Commercial quality, three-ring, with durable and cleanable plastic covers. FORM OF SUBMITTALS (ELECTRONIC COPY) The electronic version of the Warranties and Bonds will contain all of the same content as the hard copy version Electronic copies shall be in pdf format Provide a series of files organized in subdirectories with a summary index with hyperlinks to the various documents and or references to separate CDs that contain the information. TIME OF SUBMITTALS Make final submittals within ten (10) days after Date of Substantial Completion, prior to final request for payment. For items of work when acceptance is delayed materially beyond the Date of Substantial Completion, provide updated submittal within ten days after acceptance, listing the date of acceptance as the start of the warranty period. SUBMITTALS REQUIRED Submit warranties, bonds, and service and maintenance contracts as specified in the respective sections of Specifications. PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 78 36*** SECTION 01 78 39 RECORD DOCUMENTS GENERAL DESCRIPTION The Contractor shall maintain at the site, during construction, one record copy of: Drawings Specifications Addenda Change Orders and other Modifications to the Contract Architect's Field Orders or written instructions. Final Shop Drawings, Product Data and Samples Field Test records Construction photographs MAINTENANCE OF DOCUMENTS AND SAMPLES Store documents and samples in Contractor's field office apart from documents used for construction. Provide files and racks for storage of documents. Provide cabinet or storage space for storage of samples. File documents and samples in accordance with Data Filing Format of the Uniform Construction Index. Maintain documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. Make documents and samples available at all times for review by the Owner’s Representative and the Architect. RECORDING Label each document "PROJECT RECORD" in neat large printed letters. Record information concurrently with construction progress. Do not conceal any work until required information is recorded. Drawings Record drawings shall consist of making any changes neatly and clearly on the Contract Drawings using colored ink or pencil, and the construction record drawings shall be kept current on a day-to-day basis in concert with the progress of the work. Where applicable, the change marked on a drawing is to carry the notation “per Change Order No. X”, or similar reference which cites the reason for the change. The day-to-day construction record drawings shall be made available to the Architect or Owner’s Representative for review upon request. The "Record" drawings shall show the following information: all significant changes in plan, sections, elevations and details, such as shifts in location of walls, doors, windows, stairs and the like made during construction; all significant changes in foundations, columns, beams, openings, concrete reinforcing, lintels, concealed anchorages and "knock-out" panels made during construction; final location of electric signal system panels, final arrangement of all circuits and any significant changes made in electrical signal system design as a result of Change Order or job conditions; final location and arrangement of all mechanical equipment and concealed gas, sprinkler, domestic, sanitary and drainage systems piping and other plumbing, including, but not limited to, supply and circulating mains, principal valves, meters, clean-outs, drains, pumps and controls, vent stacks, sanitary and storm water drainage; and final location and arrangement of all underground utilities, connections to building and/or rerouting of existing utilities, including, but not limited to, sanitary, storm, heating, electric, signal, gas, water and telephone.. Final topographic contours of finished earth surfaces, finished grades, streets, etc. Additions to project, elimination of project components, relocation of components. Specifications and Addenda Legibly mark each section to record: Manufacturer, trade name, catalog number, and Supplier of each product and item of equipment actually installed. Changes made by Field Order or by Change Order. SUBMITTAL At Contract close-out, deliver copies of all record documents to the Owner’s Representative. Accompany submittal with transmittal letter in duplicate, containing: Date Project title and number Contractor's name and address Title and number of each record document Certification that each document is complete and accurate Signature of Contractor or its authorized representative. PRODUCTS – NOT USED EXECUTION – NOT USED ***END OF SECTION 01 78 39***