RENOVATION AND ADDITION TO FT. SAM HOUSTON …content.onlineagency.com/sites/85188/pdf/fortsamisdspecsvol2.pdfFt. Sam Houston Independent School District Ft. Sam Houston San Antonio,

RENOVATION AND ADDITION TOFT. SAM HOUSTON ELEMENTARY SCHOOL

&RENOVATION AT

COLE HIGH SCHOOL

Ft. Sam Houston Independent School DistrictFt. Sam HoustonSan Antonio, TX

PROJECT MANUAL

VOLUME 2

SHW Project No. 4512.013.00/4512.014.00

ISSUED FOR BIDDING & CONSTRUCTION

JUNE 25, 2014

Board of TrusteesDeborah E. Seabron PresidentCOL Randall Anderson Vice PresidentDr. Eustace Lewis SecretaryJeanne Warren MemberJane Crow Member

SuperintendentDr. Gail Siller

ARCHITECTSHW Group now STANTEC

ELEMENTARY SCHOOL/COLE HIGH SCHOOL SHW GROUP PROJECT NOS.: 4512.013.00/ 4512.014.00 RENOVATIONS AND ADDITION JUNE 25, 2014 FT. SAM HOUSTON ISD

TABLE OF CONTENTS OF THE CONSTRUCTION DOCUMENTS - PROJECT MANUAL 000110 - PAGE 1 OF 4 ©2014 SHW GROUP ARCHITECTS | ENGINEERS | PLANNERS

SECTION 000110 –TABLE OF CONTENTS OF THE CONSTRUCTION DOCUMENTS – PROJECT MANUAL DIVISION 00 – GENERAL REQUIREMENTS 00 01 01 TITLE PAGE INSTRUCTIONS TO OFFERORS GEO-TECHNICAL REPORT DIVISION 01 – GENERAL CONDITIONS 00 01 01 TABLE OF CONTENTS 00 01 10 TABLE OF CONTENTS – ROOF 00 01 15 DRAWING SHEET INDEX 01 21 00 ALLOWANCES 01 25 13 PRODUCT SUBSTITUTIONS 01 26 00 MODIFICATION PROCEDURES 01 31 00 PROJECT COORDINATION 01 31 19 PROJECT MEETINGS 01 33 00 SUBMITTALS 6-25-14 01 42 19 REFERENCE STANDARDS AND DEFINITIONS 01 43 39 MOCK-UP SUBMITTALS (ROOFING) 01 45 00 QUALITY CONTROL SERVICES 01 45 29 TESTING LABORATORY SERVICES 01 50 00 TEMPORARY FACILITIES 01 57 23 TEMPORARY STORMWATER 01 60 00 MATERIALS AND EQUIPMENT 01 73 29 CUTTING AND PATCHING 01 77 00 PROJECT CLOSEOUT 01 78 00 WARRANTIES AND BONDS DIVISION 02 – EXISTING CONDITIONS 02 41 19 SELECTIVE DEMOLITION DIVISION 03 – CONCRETE 03 10 00 CONCRETE FORMING AND ACCESSORIES 03 15 13 EXP. CONTR. JOINTS AND WATERSTOPS 03 20 00 CONCRETE REINFORCING 03 20 01 CONCRETE REINFORCMENT - CIVIL 03 30 00 CAST IN PLACE CONCRETE - STRUCTURAL 03 30 01 CAST IN PLACE CONCRETE - CIVIL 03 40 00 PLANT PRECAST CONCRETE BELOW GRADE DIVISION 04 – MASONRY 04 05 23 THROUGH WALL FLASHING 04 20 00 UNIT MASONRY ASSEMBLIES 04 29 00 REINFORCED UNIT MASONRY 04 43 00 STONE MASONRY 04 72 00 CAST STONE DIVISION 05 – METALS 05 12 00 STRUCTURAL STEEL FRAMING 05 21 00 STEEL JOISTS FRAMING 05 31 23 STEEL ROOF DECKING 05 40 00 COLD-FORMED METAL FRAMING 05 50 00 METAL FABRICATIONS 05 52 13 PIPE AND TUBE RAILINGS DIVISION 06 – WOOD, PLASTICS AND COMPOSITES 06 10 00 ROUGH CARPENTRY 06 10 50 ROOF CARPENTRY 06 40 23 INTERIOR ARCHITECTURAL WOODWORK DIVISION 07 – THERMAL AND MOISTURE PROTECTION 07 11 13 BITUMINOUS DAMPPROOFING 07 19 00 WATER REPELLENTS 07 21 00 BUILDING INSULATION



07 22 16 ROOF AND DECK INSULATION 07 41 23 METAL WALL PANELS AND SOFFIT PANELS 07 52 16 MODIFIED ASPHAL BITUMINOUS ROOFING 07 52 20 ROOFING INSTALLER’S WARRANTY 07 62 00 SHEET METAL 07 72 00 ROOF ACCESSORIES 07 81 00 SPRAYED FIRE-RESISTIVE MATERIALS 07 81 36 THROUGH-PENETRATION FIRESTOP SYSTEMS 07 84 46 FIRE RESISTIVE JOINT SYSTEMS 07 92 00 JOINT SEALANTS 07 95 00 EXPANSION CONTROL DIVISION 08 – OPENINGS 08 11 13 STEEL DOOR AND FRAMES 08 14 16 FLUSH WOOD DOORS 08 31 13 ACCESS DOORS AND FRAMES 08 35 13 ACCORDION FOLDING DOORS 08 41 13 ALUMINUM ENTRANCES AND STOREFRONTS-WINDOWS 08 41 13.1 ALUMINUM ENTRANCES AND STOREFRONTS-DOORS 08 44 13 GLAZED ALUMINUM CURTAIN WALLS 08 71 00 FINISH HARDWARE 08 80 00 GLAZING DIVISION 09 – FINISHES 09 21 16 GYPSUM BOARD ASSEMBLIES 09 25 23 LIME BASED PLASTERING 09 28 00 GYPSUM SHEATHING 09 30 13 CERAMIC TILE 09 51 13 ACOUSTICAL PANEL CEILINGS 09 54 23 LINEAR METAL CEILINGS 09 65 13 RESILIENT WALL BASE AND ACCESSORIES 09 65 19 RESILIENT FLOOR TILE 09 68 16 CARPET 09 77 00 FRP WALL PANELS 09 77 23 ACOUSTICAL WALL PANELS 09 91 13 PAINTING (PROFESSIONAL LINE PRODUCTS) DIVISION 10 – SPECIALTIES 10 11 00 VISUAL DISPLAY UNITS 10 14 00 SIGNS 10 21 13 TOILET COMPARTMENTS 10 28 00 TOILET AND BATH ACCESSORIES 10 44 00 FIRE PROTECTION SPECIALTIES 10 56 13 METAL STORAGE SHELVING 10 73 10 PROTECTIVE COVERINGS – PRE-MANUFACTURED WALKWAY CANOPIES 10 75 00 FLAG POLES DIVISION 11 – EQUIPMENT 11 66 23 FIELD EQUIPMENT DIVISION 12 – FURNISHINGS 12 21 13 HORIZONTAL LOUVER BLINDS DIVISION 13 – SPECIAL CONSTRUCTION NOT USED DIVISION 14 – CONVEYING EQUIPMENT NOT USED DIVISION 20 – MECHANICAL 20 05 00 COMMON WORK RESULTS 20 05 13 COMMON MOTOR REQUIREMENTS FOR EQUIPMENT 20 05 14 VARIABLE FREQUENCY DRIVES 20 05 16 EXPANSION FITTINGS AND LOOPS FOR PIPING 20 05 19 METERS AND GUAGES



20 05 23 GENERAL DUTY VALVES FOR PIPING 20 05 19 METERS AND GAUGES 20 05 23 GENERAL DUTY VALVES FOR PIPING 20 05 29 HANGERS AND SUPPORTS 20 05 33 HEAT TRACING 20 05 48 VIBRATION CONTROLS 20 05 53 MECHANICAL IDENTIFICATION 20 05 93 TESTING ADJUSTING AND BALANCING 20 07 00 MECHANICAL INSULATION 20 08 00 COMMISSIONING DIVISION 21 – FIRE PROTECTION 21 11 00 FACILITY FIRE SUPPRESSION WATER SERVICE PIPING 21 13 13 WET PIPE SPRINKLER SYSTEMS DIVISION 22 - PLUMBING 22 11 16 DOMESTIC WATER PIPING 22 11 19 DOMESTIC WATER PIPING SPECIALTIES 22 11 23 DOMESTIC WATER PUMPS 22 13 16 SANITARY WASTE AND VENT PIPING 22 13 19 SANITARY WASTE PIPING SPECIALITIES 22 34 00 FUEL-FIRED, DOMESTIC WATER HEATERS 22 42 00 COMMERICAL PLUMBING FIXTURES 22 45 00 EMERGENCY PLUMBING FIXTURES 22 47 00 DRINKING FOUNTAINS AND ELECTRIC WATER COOLERS DIVISION 23 – HEATING, VENTILATING AND AIR CONDITIONING (HVAC) 23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC 23 11 23 FACILITY NATURAL GAS PIPING 23 21 13 HYDRONIC PIPING 23 21 16 HYDRONIC PIPING SPECIALITIES 23 21 23 HYDRONIC PUMPS 23 23 00 REFRIGERANT PIPING 23 25 00 HVAC WATER TREATMENT 23 31 13 METAL DUCTS 23 33 00 AIR DUCT ACCESSORIES 23 34 23 HVAC POWER VENTILATORS 23 36 00 AIR TERMINAL UNITS 23 37 23 HVAC GRAVITY VENTILATORS 23 41 00 PARTICULATE AIR FILTRATION 23 51 00 BREECHINGS, CHIMNEYS AND STACKS 23 52 16 CONDENSING BOILERS 23 55 33 FUEL-FIRED BOILERS 23 55 33 FUEL FIRE UNIT HEATERS 23 64 23 SCROLL WATER CHILLERS 23 73 13 MODULAR INDOOR CENTRAL STATION AIR HANDLING UNITS 23 81 26 SPLIT SYSTEM AIR CONDITIONERS 23 82 41 WALL ANC CEILING ELECTRIC UNIT HEATERS DIVISION 26 ELECTRICAL 26 00 10 GENERAL REQUIREMENTS FOR ELECTRICAL SYSTEMS 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL 26 05 19 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 73 OVERCURRENT PROTECTIVE DEVICE COORDINATION AND ARCH FLASH HAZARD STUDIES 26 09 23 LIGHTING CONTROL DEVICES 26 09 43 NETWORK LIGHTING CONTROLS 26 22 00 LOW VOLTAGE TRANSFORMERS 26 24 13 SWITHC BOARDS 26 24 16 PANEL BOARDS 26 27 26 WIRING DEVICES 26 28 13 FUSES



26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 26 29 13 ENCLOSED CONTROLLERS 26 43 13 SURGE PROTECTION DEVICES 26 51 00 INTERIOR LIGHTING 26 99 99 ELECTICAL TESTING DIVISION 27 – LOW VOLTAGE / TECHNOLOGY 27 01 00 OPERATION AND MAINTENANCE 27 01 11 DEMONSTRATION TRAINING AND WARRANTY 27 05 00 COMMON WORK 27 05 26 GROUNDING AND BONDING 27 05 28 PATHWAYS 27 05 53 IDENTIFICATION 27 11 00 EQUIPMENT ROOMS 27 11 13 ENTRANCE PROTECTION 27 13 13 COPPER BACKBONE 27 13 23 FIBER OPTIC BACKBONE 27 13 33 COAX BACKBONE 27 15 15 CAT 6 COPPER HORIZONTAL CABLING 27 15 33 COAXIAL HORINZONTAL CABLING 27 41 17 INTEGRATED AUDIO-VIDEO SYSTEMS AND EQUIPMENT FOR CLASSROOMS 27 51 16 PUBLIC ADDRESS AND MASS NOTIFICATION SYSTEM 27 51 23 BUILDING PAGING BELL TONES DIVISION 28 – ELECTRONIC SAFETY AND SECURITY 28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION 28 31 11 DIGITAL ADDRESSABLE FIRE ALARM SYSTEM DIVISION 31 – EARTHWORK 31 00 00 EARTHWORK 31 10 00 SITE CLEARING AND GRUBBING 31 32 11 EROSION AND SEDIMENT CONTROL 31 50 00 EXCAVATION SUPPORT AND PROTECTION 31 63 29 DRILLED PIERS DIVISION 32 – EXTERIOR IMPROVEMENTS 32 11 24 GRADED CRUSHED AGGREGATE BASE 32 11 30 LIME TREATED SUBGRADE 32 12 10 HMAC TACK AND PRIME COATS 32 12 17 HMAC PAVEMENT 32 13 13 CONCRETE PAVEMENT 32 16 13 CURBS AND SIDEWALKS END OF SECTION 000110

Elementary School/Cole High School SHW Group Project Nos.: 4512.013.00/ 4512.014.00 Renovations and Addition June 25, 2014 Ft. Sam Houston ISD SECTION 00 01 15 - DRAWING SHEET INDEX COLE HIGH SCHOOL

GENERAL G001 PROJECT COVER SHEET G011 DRAWING INDEX AND ABBREVIATIONS G101 CODE REVIEW PLAN STRUCTURAL S001 ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES S002 GENERAL NOTES S111 FIRST FLOOR & ROOF FRAMING PLANS S300 TYPICAL FOUNDATION DETAILS S301 TYPICAL CONCRETE DETAILS S310 CONCRETE BEAM SCHEDULE AND DETAILS S320 TYPICAL MASONRY DETAILS S330 CONCRETE SECTIONS ARCHITECTURAL AS01 ARCHITECTURAL SITE PLAN & STANDOFF REQUIREMENTS AD11 DEMOLITION FLOOR AND ROOF PLAN A001 WALL TO DECK DETAILS A002 TYPICAL STEEL STUD PLAN DETAILS A003 TYPICAL FLASHING DETAILS A004 TYPICAL FLASHING DETAILS A111 OVERALL FLOOR PLAN AND WALL TYPES A211 EXTERIOR ELEVATIONS AND BUILDING SECTIONS A301 EXTERIOR WALL SECTIONS A411 ENLARGED TOILET NOTES, LEGENDS AND PLANS A501 DOOR SCHEDULE, INFO, AND FRAME TYPES A511 HEAD, JAMB, AND SILL DETAILS A611 OVERALL REFLECTED CEILING PLAN AND DETAILS A711 OVERALL EQUIPMENT PLAN, FLOOR PATTERN AND CASEWORK/MILLWORK DETAILS A801 ROOM FINISH AND COLOR SCHEDULES A811 INTERIOR ELEVATIONS A812 INTERIOR ELEVATIONS PLUMBING P001 PLUMBING AND FIRE PROTECTION LEGEND, SYMBOLS AND ABBREVIATIONS P101 CRAWL SPACE & UNDERGROUND PLUMBING PLANS P111 FIRST LEVEL PLUMBING PLAN P141 ROOF LEVEL PLUMBING PLAN P401 PLUMBING RISER DIAGRAMS P501 PLUMBING DETAILS P502 PLUMBING DETAILS P601 PLUMBING SCHEDULES PD101 CRAWL SPACE PLUMBING DEMOLITION PLAN PD111 FIRST LEVEL PLUMBING DEMOLITION PLAN PD141 ROOF LEVEL PLUMBING DEMOLITION PLAN MECHANICAL M001 MECHANICAL LEGEND, SYMBOLS AND ABBREVIATIONS M111 FIRST LEVEL MECHANICAL PLAN M141 ROOF LEVEL SHEET METAL PLAN M211 FIRST FLOOR HVAC PIPING PLAN. M301 ENLARGED MECHANICAL PLAN M401 MECHANICAL DIAGRAMS

Elementary School/Cole High School SHW Group Project Nos.: 4512.013.00/ 4512.014.00 Renovations and Addition June 25, 2014 Ft. Sam Houston ISD M501 MECHANICAL DETAILS M502 MECHANICAL DETAILS M601 MECHANICAL SCHEDULES M701 TEMPERATURE CONTROLS LEGEND M702 CONTROLS DIAGRAM M703 CONTROLS DIAGRAM M704 CONTROLS DIAGRAM M705 DDC/BAS SYSTEM ARCHITECTURE MD111 FIRST LEVEL SHEET METAL DEMOLITION PLAN MD141 ROOF LEVEL SHEET METAL DEMOLITION PLAN ELECTRICAL E001 ELECTRICAL LEGENDS, ABBREVIATIONS AND SYMBOLS E002 TECHNOLOGY LEGENDS, ABBREVIATIONS AND SYMBOLS E003 ELECTRICAL COMPOSITE PLAN E111 FIRST LEVEL LIGHTING PLAN E211 FIRST LEVEL POWER & AUXILIARY PLAN E401 ONE LINE DIAGRAM E411 PANEL SCHEDULES E501 ELECTRICAL DETAILS E502 TECHNOLOGY DETAILS E601 LIGHTING FIXTURE SCHEDULE AND DETAILS ED111 FIRST LEVEL ELECTRICAL DEMOLITION PLAN FIRE FA101 FIRST LEVEL FIRE ALARM PLAN FD111 FIRST LEVEL FIRE PROTECTION DEMOLITION PLAN FP111 FIRST LEVEL FIRE PROTECTION PLAN & DETAILS

FT. SAM HOUSTON ELEMENTARY SCHOOL

GENERAL G001 PROJECT COVER SHEET G011 DRAWING INDEX AND ABBREVIATIONS G101 CODE REVIEW PLAN G201 CONSTRUCTION PHASING PLANS CIVIL C001 GENERAL NOTES CD01 CIVIL DEMOLITION PLAN C101 GRADING PLAN C201 UTILITY PLAN C301 CIVIL DETAILS C310 CIVIL DETAILS C401 SWPP C410 SWPP DETAILS ARCHITECTURAL AS01 ARCHITECTURAL SITE AND STAGING PLAN AS02 ARCHITECTURAL SITE DETAILS AD10 OVERALL DEMOLITION PLAN AD11 DEMOLITION PLAN - AREA A AD12 DEMOLITION PLAN - AREA B A001 WALL TO DECK DETAILS (CMU VERTICAL SPANS) A002 TYPICAL CMU PLAN DETAILS AND CONTROL JOINTS A003 WALL TO DECK AND TYPICAL DETAILS - STEEL STUDS

Elementary School/Cole High School SHW Group Project Nos.: 4512.013.00/ 4512.014.00 Renovations and Addition June 25, 2014 Ft. Sam Houston ISD A004 WALL TYPES A005 TYPICAL FLASHING DETAILS A006 TYPICAL FLASHING DETAILS A007 TYPICAL FLASHING DETAILS A110 OVERALL FLOOR PLAN A111 FLOOR PLAN - AREA A A112 FLOOR PLAN - AREA B A113 FLOOR PLAN AREA C - ALTERNATE 1 A121 CLERESTORY FLOOR PLAN A141 OVERALL ROOF PLAN AND GENERAL NOTES A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A211 BUILDING SECTIONS A301 EXTERIOR WALL SECTIONS AND SECTION DETAILS A302 EXTERIOR WALL SECTIONS AND SECTION DETAILS A303 EXTERIOR WALL SECTIONS AND SECTION DETAILS A311 ROOF DETAILS A312 ROOF DETAILS A321 SECTION DETAILS A322 SECTION AND PLAN DETAILS A323 PLAN DETAILS A401 ENLARGED TOILET NOTES, LEGENDS AND PLANS A411 STAIR, RAMP, HANDRAIL AND GUARDRAIL DETAILS A501 DOOR SCHEDULE, INFO, AND FRAME TYPES A511 HEAD, JAMB AND SILL DETAILS A512 HEAD, JAMB AND SILL DETAILS A610 OVERALL REFLECTED CEILING PLAN A631 CEILING DETAILS A710 FIRST FLOOR CASEWORK/MILLWORK, FLOOR PATTERN, EQUIPMENT PLAN A721 ENLARGED TYP FINISH FLOOR PLANS AND FINISH DETAILS A801 FINISH SCHEDULES AND COLOR SCHEDULES A811 INTERIOR ELEVATIONS A812 INTERIOR ELEVATIONS - ALT #2 A821 CASEWORK PLANS, ELEVATIONS & SECTIONS A822 CASEWORK PLANS, ELEVATIONS, & SECTIONS MECHANICAL M001 MECHANICAL LEGEND, SYMBOLS AND ABBREVIATIONS M111 FIRST LEVEL SHEET METAL PLAN - AREA A M112 FIRST LEVEL SHEET METAL PLAN - AREA B M141 ROOF LEVEL SHEET METAL PLAN M211 FIRST LEVEL HVAC PIPING PLAN - AREA A M212 FIRST LEVEL HVAC PIPING PLAN - AREA B M301 ENLARGED MECHANICAL PLANS AND SECTIONS M302 AIR HANDLING UNITS LAYOUTS AND SECTIONS M401 MECHANICAL DIAGRAMS M501 MECHANICAL DETAILS M502 MECHANICAL DETAILS M503 MECHANICAL DETAILS M504 MECHANICAL DETAILS M601 MECHANICAL SCHEDULES M602 MECHANICAL SCHEDULES M701 TEMPERATURE CONTROLS LEGEND M702 CONTROLS DIAGRAM M703 CONTROLS DIAGRAM M704 CONTROLS DIAGRAM

Elementary School/Cole High School SHW Group Project Nos.: 4512.013.00/ 4512.014.00 Renovations and Addition June 25, 2014 Ft. Sam Houston ISD M705 CONTROLS DIAGRAM M706 CONTROLS DIAGRAM M707 CONTROLS DIAGRAM M708 CONTROLS DIAGRAM M709 DDC/BAS SYSTEM ARCHITECTURE MD112 DEMOLITION MECHANICAL PLAN - AREA B ELECTRICAL E001 ELECTRICAL LEGENDS, ABBREVIATIONS AND SYMBOLS E002 TECHNOLOGY LEGENDS, ABBREVIATIONS AND SYMBOLS E003 ELECTRICAL COMPOSITE PLAN E101 CRAWL SPACE ELECTRICAL PLANS E111 FIRST LEVEL LIGHTING PLAN - AREA A E112 FIRST LEVEL LIGHTING PLAN - AREA B E211 FIRST LEVEL POWER & AUXILIARY PLAN - AREA A E212 FIRST LEVEL POWER & AUXILIARY PLAN - AREA B E401 ELECTRICAL ONE-LINE DIAGRAM E411 ELECTRICAL PANEL SCHEDULES E412 ELECTRICAL PANEL SCHEDULES E501 ELECTRICAL DETAILS E502 TECHNOLOGY DETAILS E503 ELECTRICAL DETAILS E601 LIGHTING FIXTURE SCHEDULE ED111 FIRST LEVEL ELECTRICAL DEMOLITION PLAN - AREA A ED112 FIRST LEVEL ELECTRICAL DEMOLITION PLAN - AREA B ED113 FIRST LEVEL ELECTRICAL DEMOLITION PLAN - EXISTING BLDG PLUMBING P001 PLUMBING AND FIRE PROTECTION LEGENDS, SYMBOLS AND ABBREVIATIONS P101 CRAWL SPACE PLUMBING PLAN - AREA A P102 CRAWL SPACE PLUMBING PLANS - AREA B P111 FIRST LEVEL PLUMBING PLAN - AREA A P112 FIRST LEVEL PLUMBING PLAN - AREA B P141 ROOF LEVEL PLUMBING PLAN P402 DOMESTIC WATER AND NATURAL GAS RISER DIAGRAMS P501 PLUMBING DETAILS P601 PLUMBING SCHEDULES PD101 CRAWL SPACE PLUMBING DEMOLITION PLAN PD111 FIRST LEVEL DEMOLITION PLUMBING PLAN - AREA A PD112 FIRST LEVEL DEMOLITION PLUMBING PLAN - AREA B FIRE FA101 FIRST LEVEL FIRE ALARM SYSTEM - AREA A FA102 FIRST LEVEL FIRE ALARM SYSTEM - AREA B FA103 FIRST FLOOR EXISTING BUILDING FIRE ALARM PLAN FA104 FIRST LEVEL FIRE ALARM PLAN FA501 FIRE ALARM DETAILS FD111 FIRE PROTECTION DEMOLITION PLAN - AREA B FP111 FIRST LEVEL FIRE PROTECTION PLAN - AREA A FP112 FIRST LEVEL FIRE PROTECTION PLAN - AREA B FP501 FIRE PROTECTION DETAILS AND SCHEDULES

Elementary School/ Cole High School SHW Group Project Nos.: 4512.013.00/4512.014.00Renovations and Addition June 25, 2014Ft. Sam Houston ISD

TABLE OF CONTENTS OF MECHANICAL AND PLUMBING SPECIFICATIONS 00 01 10.05 and 00 01 10.06 - 1

SECTION 00 01 10.05 and 00 01 10.06 — TABLE OF CONTENTS OF THE MECHANICAL AND PLUMBINGSPECIFICATIONS

Note: Project Manual Specification Divisions not containing specification sections prepared by the MechanicalConsultant have been omitted for clarity. Refer to Section 00 01 10 — TABLE OF CONTENTS OF THE PROJECTMANUAL for a complete list of specification sections.

DIVISION 20 —COMMON

20 05 00 COMMON WORK RESULTS20 05 13 COMMON MOTOR REQUIREMENT FOR EQUIPMENT20 05 14 VARIABLE FREQUENCY DRIVES20 05 16 EXPANSION FITTINGS AND LOOPS FOR PIPING20 05 19 METERS AND GAGES20 05 23 GENERAL-DUTY VALVES FOR PIPING20 05 29 HANGERS AND SUPPORTS20 05 33 HEAT TRACING20 05 48 VIBRATION CONTROLS20 05 53 MECHANICAL IDENTIFICATION20 05 93 TESTING, ADJUSTING AND BALANCING FOR HVAC20 07 00 MECHANICAL INSULATION20 08 00 COMMISSIONING

DIVISION 21 —FIRE PROTECTION

21 11 10 FACILITY FIRE-SUPPRESSION WATER-SERVICE PIPING21 13 13 WET-PIPE SPRINKLER SYSTEMS

DIVISION 22 —PLUMBING

22 11 16 DOMESTIC WATER PIPING22 11 19 DOMESTIC WATER PIPING SPECIALTIES22 11 23 DOMESTIC WATER PUMPS22 13 16 SANITARY WASTE AND VENT PIPING22 13 19 SANITARY WASTE PIPING SPECIALTIES22 34 00 FUEL FIRED DOMESTIC WATER HEATERS22 42 00 COMMERCIAL PLUMBING FIXTURES22 45 00 EMERGENCY PLUMBING FIXTURES22 47 00 DRINKING FOUNTAINS & ELECTRIC WATER COOLERS

DIVISION 23 —HVAC

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC23 11 23 FACILITY NATURAL GAS PIPING23 21 13 HYDRONIC PIPING23 21 16 HYDRONIC PIPING SPECIALTIES23 21 23 HYDRONIC PUMPS23 23 00 REFRIGERANT PIPING23 25 00 HVAC WATER TREATMENT23 31 13 METAL DUCTS23 33 00 AIR DUCT ACCESSORIES23 34 23 HVAC POWER VENTILATORS23 36 00 AIR TERMINAL UNITS23 37 13 DIFFUSERS, REGISTERS AND GRILLES23 37 23 HVAC GRAVITY VENTILATORS


TABLE OF CONTENTS OF MECHANICAL AND PLUMBING SPECIFICATIONS 00 01 10.05 and 00 01 10.06 - 2

23 41 00 PARTICULATE AIR FILTRATION23 51 00 BREECHINGS, CHIMNEYS, AND STACKS23 52 16 CONDENSING BOILERS23 55 33 FULE- FIRED UNIT HEATERS23 64 23 SCROLL WATER CHILLERS23 73 13 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS23 81 26 SPLIT-SYSTEM AIR-CONDITIONERS23 82 41 WALL AND CEILING ELECTRIC UNIT HEATERS

END OF SECTION 00 01 10.05 and 00 01 10.06

Elementary School / Cole High School SHW Group Project No. 4512.013.00 / 4512.014.00 Renovation and Addition June 25, 2014 Ft. Sam Houston ISD

TABLE OF CONTENTS OF THE ELECTRICAL AND TECHNOLOGY SPECIFICATIONS 00 01 10.07 - 1

SECTION 00 01 10.07 — TABLE OF CONTENTS OF THE ELECTRICAL AND TECHNOLOGY SPECIFICATIONS

Note: Project Manual Specification Divisions not containing specification sections prepared by the Electrical Consultant have been omitted for clarity. Refer to Section 00 01 10 — TABLE OF CONTENTS OF THE PROJECT MANUAL for a complete list of specification sections.

DIVISION 26 — ELECTRICAL

26 00 10 GENERAL REQUIREMENTS FOR ELECTRICAL SYSTEMS 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL 26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS 26 05 73 OVERCURRENT PROTECTIVE DEVICE COORDINATION AND ARC FLASH HAZARD STUDIES 26 09 23 LIGHTING CONTROL DEVICES 26 09 43 NETWORK LIGHTING CONTROLS 26 22 00 LOW-VOLTAGE TRANSFORMERS 26 24 13 SWITCHBOARDS 26 24 16 PANELBOARDS 26 27 26 WIRING DEVICES 26 28 13 FUSES 26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS 26 29 13 ENCLOSED CONTROLLERS 26 43 13 SURGE PROTECTION DEVICES 26 51 00 INTERIOR LIGHTING 26 56 00 EXTERIOR LIGHTING 26 9999 ELECTRICAL TESTING

DIVISION 27 — TECHNOLOGY

27 01 00 OPERATION AND MAINTENANCE 27 01 11 DEMONSTRATION TRAINING AND WARRANTY 27 05 00 COMMON WORK 27 05 26 GROUNDING AND BONDING 27 05 28 PATHWAYS 27 05 53 IDENTIFICATION 27 11 00 EQUIPMENT ROOMS 27 11 13 ENTRANCE PROTECTION 27 13 13 COPPER BACKBONE 27 13 23 FIBER OPTIC BACKBONE 27 13 33 COAX BACKBONE 27 15 15 CAT 6 COPPER HORIZONTAL CABLING 27 15 33 COAXIAL HORIZONTAL CABLING 27 41 17 INTEGRATED AUDIO-VIDEO SYSTEMS AND EQUIPMENT FOR CLASSROOMS 27 51 16 PUBLIC ADDRESS AND MASS NOTIFICATION SYSTEM 27 51 23 BUILDING PAGING BELL TONES

DIVISION 28 — ELECTRONIC SAFETY AND SECURITY

28 31 11 DIGITAL, ADDRESSABLE FIRE ALARM SYSTEM AND MASS NOTIFICATION (High School Only) 27 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM (Elementary School Only) END OF SECTION 00 01 10.07

Elementary School/Cole High School SHW Group Project Nos.: 4512.013.00/ 4512.014.00 Renovations and Addition June 25, 2014 Ft. Sam Houston ISD

TABLE OF CONTENTS OF THE CONSTRUCTION DOCUMENTS – PROJECT MANUAL 00 01 10 - Page 1 of 2 ©2014 SHW Group Architects | Engineers | Planners

SECTION 00 01 10 - TABLE OF CONTENTS OF THE CONSTRUCTION DOCUMENTS DIVISION 0 – BIDDING REQUIREMENTS 00 01 10 Table of Contents of the Construction Documents 00 01 15 Sheet Index DIVISION 1 - GENERAL 01 43 39 Mock-up Submittals DIVISION 4 - MASONRY 04 05 23 Through-Wall Flashing System DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07 22 16 Roof Deck and Insulation 07 52 16 Modified Asphalt Bituminous Roofing 07 62 00 Sheet Metal and Miscellaneous Accessories END OF SECTION 00 01 10


TABLE OF CONTENTS OF THE CONSTRUCTION DOCUMENTS – PROJECT MANUAL 00 01 10 - Page 2 of 2 ©2014 SHW Group Architects | Engineers | Planners

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SHEET INDEX 00 01 15 - Page 1 of 2 ©2014 SHW Group Architects | Engineers | Planners

SECTION 00 01 15 – SHEET INDEX ATHLETIC BUILDING: A141 OVERALL ROOF PLAN AND GENERAL NOTES A311 ROOF DETAILS ELEMENTARY SCHOOL: A141 OVERALL ROOF PLAN AND GENERAL NOTES A311 ROOF DETAILS A312 ROOF DETAILS END OF SECTION 00 01 15


SHEET INDEX 00 01 15 - Page 2 of 2 ©2014 SHW Group Architects | Engineers | Planners

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COMMON WORK RESULTS 20 05 00 - 1

SECTION 20 05 00 - COMMON WORK RESULTS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

B. Division 01 Project Management and Coordination apply to this section and will require the contractors’participation in the Above Ceiling Coordination Program.

1.2 SUMMARY

A. This Section includes the following:

1. Piping materials and installation instructions common to most piping systems.2. Access Doors.3. Transition fittings.4. Dielectric fittings.5. Mechanical sleeve seals.6. Sleeves.7. Escutcheons.8. Grout.9. Mechanical Demolition.10. Equipment installation requirements common to equipment sections.11. Painting and finishing.12. Concrete bases.13. Supports and anchorages.14. Coordination drawings.

1.3 DEFINITIONS

A. Finished Spaces: Spaces other than mechanical and electrical equipment rooms, furred spaces, pipe andduct chases, unheated spaces immediately below roof, spaces above ceilings, unexcavated spaces,crawlspaces, and tunnels.

B. Exposed, Interior Installations: Exposed to view indoors. Examples include finished occupied spaces andmechanical equipment rooms.

C. Exposed, Exterior Installations: Exposed to view outdoors or subject to outdoor ambient temperatures andweather conditions. Examples include rooftop locations.

D. Concealed, Interior Installations: Concealed from view and protected from physical contact by buildingoccupants. Examples include above ceilings and chases.

E. Concealed, Exterior Installations: Concealed from view and protected from weather conditions andphysical contact by building occupants but subject to outdoor ambient temperatures. Examples includeinstallations within unheated shelters.

F. The following are industry abbreviations for materials:

1. ABS: Acrylonitrile-butadiene-styrene plastic.2. CPVC: Chlorinated polyvinyl chloride plastic.3. PE: Polyethylene plastic.4. PVC: Polyvinyl chloride plastic.



5. EPDM: Ethylene-propylene-diene terpolymer rubber.6. NBR: Acrylonitrile-butadiene rubber.

1.4 SUBMITTALS

A. Product Data: For the following:

1. Transition fittings.2. Dielectric fittings.3. Mechanical sleeve seals.4. Escutcheons.5. Coordination drawings.

B. Welding certificates.

C. Shop drawings: Submit for all major equipment including, but not limited to the items listed in Division 20,21, 22, 23. Submittals shall be provided in electronic format.

D. As-built Drawings: Submit as-built drawings that include accurate dimensioned record drawings of allunderground work, above ground piping, and ductwork systems. As-built drawings shall be submitted inelectronic format.

E. Operation and Maintenance Manuals: When the building is substantially complete and before the buildingis taken over by the Owner for maintenance purposes, the contractor shall provide four sets of completeoperation and maintenance manuals. The manual shall consist of an indexed loose-leaf binder containingthe equipment data, manufacturer’s installation, operating, maintenance, repair parts manual for eachsystem component, test reports, and as-built temperature control diagrams. Refer to Divisions 20, 21, 22,and 23 for additional submittal requirements. Provide an electronic copy of the operation and maintenancemanual in addition to three (3) sets of loose-leaf hard copy binders. Preliminary copy of O&M manualsshall be submitted to commissioning agent for review. Schedule of preliminary submittal will be reviewedwith Commissioning Agent at the commissioning kick off meeting.

F. Substitutions: The contractors’ base bid must be in accordance with the materials or products specified.Any exceptions to this must be approved in writing by the Architect/Engineer, 10 days or more prior tobidding. Voluntary alternates may be submitted for consideration on the proposal, with listed addition ordeductions to the base bid, but will not affect the awarding of the contract.

G. Coordination Drawings: Contractor shall prepare above ceiling coordination drawings for efficientinstallation of different components and coordination for installation of products and materials fabricated byeach trade.

1. Content: Project-specific information, drawn accurately to scale, 1/4 inch per foot. Do not baseCoordination Drawings on reproductions of the Contract Documents or standard printed data.Include the following information, as applicable:

a. Indicate functional and spatial relationships of components of architectural, structural, civil,mechanical, and electrical systems.

b. Indicate required installation sequences.c. Indicate dimensions shown on the Contract Drawings and make specific note of dimensions

that appear to be in conflict with submitted equipment and minimum clearancerequirements. Provide alternate sketches to Architect for resolution of such conflicts. Minordimension changes and difficult installations will not be considered changes to the Contract.

2. Sheet Size: 30 by 42 inches.3. Number of Copies: Submit two opaque copies of each submittal. Architect will return one copy.

a. Submit five copies where Coordination Drawings are required for operation andmaintenance manuals. Architect will retain two copies; remainder will be returned. Mark upand retain one returned copy as a Project Record Drawing.

4. Refer to individual Sections for Coordination Drawing requirements for Work in those Sections.



1.5 QUALITY ASSURANCE

A. Codes and Standards: Perform all Work in accordance with applicable Federal, State and local codesrules, ordinances and regulations. The electrical and physical properties of all materials, and the design,performance characteristics, and methods of construction of all items of equipment, shall be in accordancewith the latest issue of the various, applicable Standards, Rules and Regulations of NFPA, UL, and asfollows unless otherwise indicated.

1. Boiler Code2. Elevator Code3. USGBC4. ASHRAE 555. ASHRAE 62.16. ASHRAE 90.1

B. Steel Support Welding: Qualify processes and operators according to AWS D1.1, "Structural WeldingCode--Steel."

C. Steel Pipe Welding: Qualify processes and operators according to ASME Boiler and Pressure VesselCode: Section IX, "Welding and Brazing Qualifications."

1. Comply with provisions in ASME B31 Series, "Code for Pressure Piping."2. Certify that each welder has passed AWS qualification tests for welding processes involved and

that certification is current.

D. Electrical Characteristics for Equipment: Equipment of higher electrical characteristics may be furnishedprovided such proposed equipment is approved in writing and connecting electrical services, circuitbreakers, and conduit sizes are appropriately modified. If minimum energy ratings or efficiencies arespecified, equipment shall comply with requirements.

E. Permits and inspections: Obtain and pay for all permits (temporary and permanent), fees, and inspectionsas required by any applicable laws and ordinances. Post such permits and inspection Certificates in aprominent place adjacent to the work. Deliver all certificates of final inspection or approval to theArchitect/Engineer. Do not cover any concealed work until final inspection has been made and approvalcertificates obtained.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver ductwork, pipes and tubes with factory-applied end caps. Maintain end caps through shipping,storage, and handling to prevent ductwork and pipe end damage and to prevent entrance of dirt, debris,and moisture.

B. Store plastic pipes protected from direct sunlight. Support to prevent sagging and bending.

1.7 COORDINATION

A. Arrange for pipe spaces, chases, slots, and openings in building structure during progress of construction,to allow for installations.

B. Coordinate installation of required supporting devices and set sleeves in poured-in-place concrete andother structural components as they are constructed.

C. Coordinate requirements for access panels and doors for items requiring access that are concealedbehind finished surfaces. Access panels and doors are specified in Division 08 Section "Access Doorsand Frames."

D. Under provisions of commissioning documentation; testing of mechanical equipment, as well as training ofowner’s operation and maintenance personnel, shall be required in cooperation with the commissioningagent.



E. Refer to the Owner/Utility tie-in schedule.

F. Each contractor shall coordinate its construction operations with those of other contractors and entities toensure efficient and orderly installation of each part of the Work.

G. Each contractor shall coordinate its operations with operations, included in different sections, whichdepend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installationof one part of the Work depends on installation of other components, before or after its owninstallation.

2. Coordinate installation of different components with other contractors to ensure maximumaccessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.4. Where availability of space is limited, coordinate installation of different components to ensure

maximum performance and accessibility for required maintenance, service, and repair of allcomponents, including mechanical and electrical.

1.8 WARRANTIES

A. In the event that any part of the work or equipment fails (abuse and causes beyond control of thecontractor excepted), within this period of guarantee, it shall be replaced by the contractor at no cost to theowner.

1.9 SYSTEM STARTUP

A. Special mechanical equipment such as chillers, towers, large pumps, oil free compressors, vacuumpumps, etc., shall have initial start-up of equipment assigned to a trained manufacturer’s representativewho can check and report on items such as installation, lubrication, alignment, etc., and see that theequipment starts and operates properly.

B. Activation of the heating, ventilating and air conditioning equipment for testing and balancing will beallowed only after the construction is substantially complete, or by permission of the owner’s constructionrepresentative.

C. Air handling systems used prior to final acceptance shall have specified filters installed during temporaryuse. Replace the temporary filters if the filters become loaded to capacity during system activation. Installreplacement filters upon completion of the work and prior to final acceptance. Record the dates when thefilters are changed for system start-up and when spare filters are provided with the commissioning agentdocuments.

1.10 MAINTENANCE

A. Contractor shall be responsible for maintenance of equipment and systems installed until final acceptanceby Owner.

B. Lubricate rotating equipment in accordance with manufacturer’s recommendations before activation. Re-lubricate as required during activation and prior to final acceptance.

C. Provide readily accessible and secured copper extensions to bearing lubrication fittings on equipmentbearings.

1.11 SITE INSPECTION

A. Contractor shall visit the site prior to submitting Proposal and examine and verify existing conditions.Additional charges will not be allowed due to failure to complete site visit or to include necessary materialsand labor to complete the work. Proposal being submitted implies site visit has occurred and contractor



understands the conditions which the work will be conducted.

1.12 CONSTRUCTION DOCUMENT INTERPRETATION

A. Any conflict within the documents shall be included with the highest cost.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. In other Part 2 articles where subparagraph titles below introduce lists, the following requirements apply forproduct selection:

1. Manufacturers: Subject to compliance with requirements, provide products by the manufacturersspecified.

2.2 ACCESS DOORS

A. Access doors in walls or ceilings shall be of 30”x30” in size, unless specified otherwise or space restricted.

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Larson.b. Milcor LLP.

B. Non-labeled door shall be 16 gauge prime painted steel frame; 14 gauge prime painted steel panel;concealed spring type hinges; and flush, screwdriver operated metal cam lock.

C. Labeled doors shall be UL listed; 16 gauge, prime painted steel frame; sandwich type with 20 gauge facesheets, flush design with filler panels; continuous hinges with stainless steel pins and flush, self-latchingcylinder locks with two keys per lock. Coordinate doors and accessories with Division 08 ACCESSDOORS AND FRAMES.

D. All access doors shall have flush mounted handles.

2.3 PIPE, TUBE, AND FITTINGS

A. Refer to individual Division 21, 22, and 23 piping sections for pipe, tube, and fitting materials and joiningmethods.

B. Pipe Threads: ASME B1.20.1 for factory-threaded pipe and pipe fittings.

2.4 JOINING MATERIALS

A. Refer to individual Division 21, 22, and 23 piping sections for special joining materials not listed below.

B. Pipe-Flange Gasket Materials: Suitable for chemical and thermal conditions of piping system contents.

1. ASME B16.21, nonmetallic, flat, asbestos-free, 1/8-inch maximum thickness unless thickness orspecific material is indicated.

a. Full-Face Type: For flat-face, Class 125, cast-iron and cast-bronze flanges.b. Narrow-Face Type: For raised-face, Class 250, cast-iron and steel flanges.



2. AWWA C110, rubber, flat face, 1/8-inch thick, unless otherwise indicated; and full-face or ring type,unless otherwise indicated.

C. Flange Bolts and Nuts: ASME B18.2.1, carbon steel, unless otherwise indicated.

D. Plastic, Pipe-Flange Gasket, Bolts, and Nuts: Type and material recommended by piping systemmanufacturer, unless otherwise indicated.

E. Solder Filler Metals: ASTM B 32, lead-free alloys. Include water-flushable flux according to ASTM B 813.

F. Brazing Filler Metals: AWS A5.8, BCuP Series, copper-phosphorus alloys for general-duty brazing, unlessotherwise indicated; and AWS A5.8, BAg1, silver alloy for refrigerant piping, unless otherwise indicated.

G. Welding Filler Metals: Comply with AWS D10.12 for welding materials appropriate for wall thickness andchemical analysis of steel pipe being welded.

H. Solvent Cements for Joining Plastic Piping:

1. CPVC Piping: ASTM F 493.2. PVC Piping: ASTM D 2564. Include primer according to ASTM F 656.

I. Fiberglass Pipe Adhesive: As furnished or recommended by pipe manufacturer.

2.5 TRANSITION FITTINGS

A. AWWA Transition Couplings: Same size as, and with pressure rating at least equal to and with endscompatible with, piping to be joined.

1. Manufacturers:

a. Cascade Waterworks Mfg. Co.b. Dresser Industries, Inc.; DMD Div.c. Ford Meter Box Company, Incorporated (The); Pipe Products Div.d. JCM Industries.e. Smith-Blair, Inc.f. Viking Johnson.

2. Underground Piping NPS 1-1/2 and smaller: Manufactured fitting or coupling.3. Underground Piping NPS 2 and larger: AWWA C219, metal sleeve-type coupling.4. Aboveground Pressure Piping: Pipe fitting.

B. Plastic-to-Metal Transition Fittings: CPVC and PVC one-piece fitting with manufacturer's Schedule 80equivalent dimensions; one end with threaded brass insert, and one solvent-cement-joint end.

1. Manufacturers:

a. Eslon Thermoplastics.

C. Plastic-to-Metal Transition Adaptors: One-piece fitting with manufacturer's SDR 11 equivalent dimensions;one end with threaded brass insert, and one solvent-cement-joint end.

1. Manufacturers:

a. Thompson Plastics, Inc.

D. Plastic-to-Metal Transition Unions: MSS SP-107, CPVC and PVC four-part union. Include brass end,solvent-cement-joint end, rubber O-ring, and union nut.

1. Manufacturers:



a. NIBCO INC.b. NIBCO, Inc.; Chemtrol Div.

2.6 DIELECTRIC FITTINGS

A. Description: Combination fitting of copper alloy and ferrous materials with threaded, solder-joint, plain, orweld-neck end connections that match piping system materials.

B. Insulating Material: Suitable for system fluid, pressure, and temperature.

C. Dielectric Unions: Factory-fabricated, union assembly, for 250-psig minimum working pressure at 180deg F.

1. Manufacturers:

a. Capitol Manufacturing Co.b. Central Plastics Company.c. Eclipse, Inc.d. Epco Sales, Inc.e. Hart Industries, International, Inc.f. Watts Industries, Inc.; Water Products Div.g. Zurn Industries, Inc.; Wilkins Div.

D. Dielectric Flanges: Factory-fabricated, companion-flange assembly, for 150- or 300-psig working pressureas required to suit system pressures.

1. Manufacturers:

a. Capitol Manufacturing Co.b. Central Plastics Company.c. Epco Sales, Inc.d. Watts Industries, Inc.; Water Products Div.

E. Dielectric-Flange Kits: Companion-flange assembly for field assembly. Include flanges, full-face- or ring-type neoprene or phenolic gasket, phenolic or polyethylene bolt sleeves, phenolic washers, and steelbacking washers.

1. Manufacturers:

a. Advance Products & Systems, Inc.b. Calpico, Inc.c. Central Plastics Company.d. Pipeline Seal and Insulator, Inc.

2. Separate companion flanges and steel bolts and nuts shall have 150- or 300-psig minimum workingpressure where required to suit system pressures.

F. Dielectric Couplings: Galvanized-steel coupling with inert and noncorrosive, thermoplastic lining; threadedends; and 300-psig minimum working pressure at 225 deg F.

1. Manufacturers:

a. Calpico, Inc.b. Lochinvar Corp.

G. Dielectric Nipples: Electroplated steel nipple with inert and noncorrosive, thermoplastic lining; plain,threaded, or grooved ends; and 300-psig minimum working pressure at 225 deg F.

1. Manufacturers:



a. Perfection Corp.b. Precision Plumbing Products, Inc.c. Sioux Chief Manufacturing Co., Inc.d. Victaulic Co. of America.

2.7 MECHANICAL SLEEVE SEALS

A. Manufacturers:

1. Advance Products & Systems, Inc.2. Calpico, Inc.3. Metraflex Co.4. Pipeline Seal and Insulator, Inc.

B. Sealing Elements: EPDM interlocking links shaped to fit surface of pipe. Include type and numberrequired for pipe material and size of pipe.

C. Pressure Plates: Stainless steel. Include two for each sealing element.

D. Connecting Bolts and Nuts: Stainless steel of length required to secure pressure plates to sealingelements. Include one for each sealing element.

2.8 SLEEVES

A. Cast-Iron Wall Pipes: Cast or fabricated of cast or ductile iron and equivalent to ductile-iron pressure pipe,with plain ends and integral water stop unless otherwise indicated.

B. Galvanized-Steel Wall Pipes: ASTM A 53/A 53M, Schedule 40, with plain ends and welded steel collar;zinc coated.

C. Galvanized-Steel-Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, zinc coated, withplain ends.

D. Galvanized-Steel-Sheet Sleeves: 0.0239-inch minimum thickness; round tube closed with weldedlongitudinal joint.

2.9 STACK-SLEEVE FITTINGS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

1. Smith, Jay R. Mfg. Co.2. Zurn Specification Drainage Operation; Zurn Plumbing Products Group.

B. Description: Manufactured, cast-iron sleeve with integral clamping flange. Include clamping ring, bolts,and nuts for membrane flashing.

1. Underdeck Clamp: Clamping ring with setscrews.

2.10 SLEEVE-SEAL SYSTEMS


1. Advance Products & Systems, Inc.2. CALPICO, Inc.3. Metraflex Company (The).4. Pipeline Seal and Insulator, Inc.5. Proco Products, Inc.



B. Description: Modular sealing-element unit, designed for field assembly, for filling annular space betweenpiping and sleeve.

1. Sealing Elements: EPDM-rubber interlocking links shaped to fit surface of pipe. Include type andnumber required for pipe material and size of pipe.

2. Pressure Plates: Stainless steel.3. Connecting Bolts and Nuts: Stainless steel of length required to secure pressure plates to sealing

elements. Include one for each sealing element.

2.11 SLEEVE-SEAL FITTINGS


1. Presealed Systems.

B. Description: Manufactured plastic, sleeve-type, water stop assembly made for imbedding in concrete slabor wall. Unit has plastic or rubber water stop collar with center opening to match piping OD.

2.12 ESCUTCHEONS

A. Description: Manufactured chrome plated wall and ceiling escutcheons and floor plates, with an ID toclosely fit around pipe, tube, and insulation of insulated piping and an OD that completely covers opening.

B. One-Piece, Cast-Brass Type: With polished, chrome-plated finish and setscrew fastener.

C. One-Piece, Deep-Pattern Type: Deep-drawn, box-shaped brass with chrome-plated finish and spring-clipfasteners.

D. One-Piece, Stamped-Steel Type: With chrome-plated finish and spring-clip fasteners.

E. Split-Casting Brass Type: With polished, chrome-plated finish and with concealed hinge and setscrew.

F. Split-Plate, Stamped-Steel Type: With chrome-plated finish, concealed hinge, and spring-clip fasteners.

2.13 FLOOR PLATES

A. One-Piece Floor Plates: Cast-iron flange with holes for fasteners.

B. Split-Casting Floor Plates: Cast brass with concealed hinge.

2.14 GROUT

A. Standard: ASTM C 1107/C 1107M, Grade B, post-hardening and volume-adjusting, dry, hydraulic-cementgrout.

B. Characteristics: Nonshrink; recommended for interior and exterior applications.

C. Design Mix: 5000-psi, 28-day compressive strength.

D. Packaging: Premixed and factory packaged.



PART 3 - EXECUTION

3.1 MECHANICAL DEMOLITION

A. Refer to Division 01 Section "Cutting and Patching" and Division 02 Sections "Selective Demolition” and“Structure Demolition" for general demolition requirements and procedures.

B. Disconnect, demolish, and remove Fire Protection systems, HVAC systems, Plumbing systems,equipment, and components indicated to be removed.

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

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

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

4. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ductwork material.5. Equipment to Be Removed: Disconnect and cap services and remove equipment.6. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and

store equipment; when appropriate, reinstall, reconnect, and make equipment operational.7. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment

and deliver to Owner.

C. If pipe, insulation, or equipment to remain is damaged in appearance or is unserviceable, removedamaged or unserviceable portions and replace with new products of equal capacity and quality.

3.2 WORK IN EXISTING BUILDINGS

A. Access to the existing building will be provided by the owner as required and a project schedule willidentify access requirements to occupied buildings. Work shall be completed by the Contractor withoutinterruption once Work has begun to facilitate returning the areas of work back to the Owner as soon aspossible.

B. Provide adequate protection of all existing and newly installed Work. Contractor shall promptly repair anydamage to new or existing Work at Contractor’s expense.

C. Contractor shall consult with the Owner on methods of performing Work so the Owner’s operation is notdisrupted more than absolutely necessary. The Owner shall designate when interruption of existingservices may occur. Contractor shall leave all services in operation until such time.

D. All items and equipment removed as part of the demolition process shall remain property of the ownerunless possession rights are waived. Contractor shall meet with Owner prior to start of demolition todetermine which items are to be salvaged. Contractor shall remove remaining items from the site.

3.3 PIPING SYSTEMS - COMMON REQUIREMENTS

A. Install piping according to the following requirements and Division 21, 22, 23 sections specifying pipingsystems.

B. Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems.Indicated locations and arrangements were used to size pipe and calculate friction loss, expansion, pumpsizing, and other design considerations. Install piping as indicated unless deviations to layout areapproved on Coordination Drawings.

C. Install piping in concealed locations, unless otherwise indicated and except in equipment rooms andservice areas.

D. Install piping indicated to be exposed and piping in equipment rooms and service areas at right angles or



parallel to building walls. Diagonal runs are prohibited unless specifically indicated otherwise.

E. Install piping indicated to be exposed in finished areas as high as possible unless noted otherwise.

F. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal.

G. Install piping to permit valve servicing. Valves shall be located not more than 24 inches above thesuspended ceiling grid.

H. Install piping at indicated slopes.

I. Install piping free of sags and bends. Piping shall be installed level and plumb where piping slopes are notrequired.

J. Install fittings for changes in direction and branch connections.

K. Install piping to allow application of insulation.

L. Select system components with pressure rating equal to or greater than system operating pressure.

M. Install escutcheons for penetrations of walls, ceilings, and floors:

1. New Piping:

a. Piping with Fitting or Sleeve Protruding from Wall: One-piece, deep-pattern type.b. Chrome-Plated Piping: One-piece, cast-brass type with polished chrome-plated finish.c. Insulated Piping: One-piece, stamped-steel type with spring clips.d. Bare Piping at Wall and Floor Penetrations in Finished Spaces: One-piece, cast-brass type

with polished chrome-plated finish.e. Bare Piping at Wall and Floor Penetrations in Finished Spaces: One-piece, stamped-steel

type.f. Bare Piping at Ceiling Penetrations in Finished Spaces: One-piece or split-casting, cast-

brass type with polished chrome-plated finish.g. Bare Piping at Ceiling Penetrations in Finished Spaces: One-piece, stamped-steel type and

set screw.h. Bare Piping in Unfinished Service Spaces: One-piece, cast-brass type with rough-brass

finish.i. Bare Piping in Unfinished Service Spaces: One-piece, stamped-steel type with concealed

or exposed-rivet hinge and set screw or spring clips.j. Bare Piping in Equipment Rooms: One-piece, cast-brass type.k. Bare Piping in Equipment Rooms: One-piece, stamped-steel type with set screw or spring

clips.l. Bare Piping at Floor Penetrations in Equipment Rooms: One-piece, floor-plate type.

2. Existing Piping: Use the following:

a. Chrome-Plated Piping: Split-casting, cast-brass type with chrome-plated finish.b. Insulated Piping: Split-plate, stamped-steel type with concealed or exposed-rivet hinge and

spring clips.c. Bare Piping at Wall and Floor Penetrations in Finished Spaces: Split-casting, cast-brass

type with chrome-plated finish.d. Bare Piping at Wall and Floor Penetrations in Finished Spaces: Split-plate, stamped-steel

type with concealed hinge and spring clips.e. Bare Piping at Ceiling Penetrations in Finished Spaces: Split-casting, cast-brass type with

chrome-plated finish.f. Bare Piping at Ceiling Penetrations in Finished Spaces: Split-plate, stamped-steel type with

concealed hinge and set screw.g. Bare Piping in Unfinished Service Spaces: Split-casting, cast-brass type with rough-brass

finish.h. Bare Piping in Unfinished Service Spaces: Split-plate, stamped-steel type with concealed or

exposed-rivet hinge and set screw or spring clips.i. Bare Piping in Equipment Rooms: Split-casting, cast-brass type.



j. Bare Piping in Equipment Rooms: Split-plate, stamped-steel type with set screw or springclips.

k. Bare Piping at Floor Penetrations in Equipment Rooms: Split-casting, floor-plate type.

N. Sleeves are not required for core-drilled holes.

O. Permanent sleeves are not required for holes formed by removable PE sleeves.

P. Install sleeves for pipes passing through concrete and masonry walls and concrete floor and roof slabs.

Q. Install sleeves for pipes passing through concrete and masonry walls, gypsum-board partitions, andconcrete floor and roof slabs.

1. Cut sleeves to length for mounting flush with both surfaces.

a. Exception: Extend sleeves installed in floors of mechanical equipment areas or other wetareas 2 inches above finished floor level. Extend cast-iron sleeve fittings below floor slab asrequired to secure clamping ring if ring is specified.

2. Install sleeves in new walls and slabs as new walls and slabs are constructed.3. Install sleeves that are large enough to provide 1/4-inch annular clear space between sleeve and

pipe or pipe insulation. Use the following sleeve materials:

a. Steel Pipe Sleeves: For pipes smaller than NPS 6.b. Steel Sheet Sleeves: For pipes NPS 6 and larger, penetrating gypsum-board partitions.c. Stack Sleeve Fittings: For pipes penetrating floors with membrane waterproofing. Secure

flashing between clamping flanges. Install section of cast-iron soil pipe to extend sleeve to2 inches above finished floor level. Refer to Division 07 Section "Sheet Metal Flashing andTrim" for flashing.

1) Seal space outside of sleeve fittings with grout.

4. Except for underground wall penetrations, seal annular space between sleeve and pipe or pipeinsulation, using joint sealants appropriate for size, depth, and location of joint. Refer to Division 07Section "Joint Sealants" for materials and installation.

5. Sleeves through floors and walls shall be sized so that the required pipe insulation is continuousthrough the sleeve.

R. Aboveground, Exterior-Wall Pipe Penetrations: Seal penetrations using sleeves and mechanical sleeveseals. Select sleeve size to allow for 1-inch annular clear space between pipe and sleeve for installingmechanical sleeve seals.

1. Install steel pipe for sleeves smaller than 6 inches in diameter.2. Install cast-iron "wall pipes" for sleeves 6 inches and larger in diameter.3. Mechanical Sleeve Seal Installation: Select type and number of sealing elements required for pipe

material and size. Position pipe in center of sleeve. Assemble mechanical sleeve seals and installin annular space between pipe and sleeve. Tighten bolts against pressure plates that causesealing elements to expand and make watertight seal.

S. Underground, Exterior-Wall Pipe Penetrations: Install cast-iron "wall pipes" for sleeves. Seal pipepenetrations using mechanical sleeve seals. Select sleeve size to allow for 1-inch annular clear spacebetween pipe and sleeve for installing mechanical sleeve seals.

1. Mechanical Sleeve Seal Installation: Select type and number of sealing elements required for pipematerial and size. Position pipe in center of sleeve. Assemble mechanical sleeve seals and installin annular space between pipe and sleeve. Tighten bolts against pressure plates that causesealing elements to expand and make watertight seal.

T. Fire-Barrier Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at pipepenetrations. Seal pipe penetrations with firestop materials. Refer to Division 07 Section "PenetrationFirestopping" for materials.



U. Verify final equipment locations for roughing-in.

V. Refer to equipment specifications in other Sections of these Specifications for roughing-in requirements.

3.4 PIPING JOINT CONSTRUCTION

A. Join pipe and fittings according to the following requirements and Division 21, 22, and 23 sectionsspecifying piping systems.

B. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe.

C. Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before assembly.

D. Soldered Joints: Apply ASTM B 813, water-flushable flux, unless otherwise indicated, to tube end.Construct joints according to ASTM B 828 or CDA's "Copper Tube Handbook," using lead-free solder alloycomplying with ASTM B 32.

E. Brazed Joints: Construct joints according to AWS's "Brazing Handbook," "Pipe and Tube" Chapter, usingcopper-phosphorus brazing filler metal complying with AWS A5.8.

F. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. Cut threads full andclean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittingsand valves as follows:

1. Apply appropriate tape or thread compound to external pipe threads unless dry seal threading isspecified.

2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged. Donot use pipe sections that have cracked or open welds.

G. Welded Joints: Construct joints according to AWS D10.12, using qualified processes and weldingoperators according to Part 1 "Quality Assurance" Article.

H. Flanged Joints: Select appropriate gasket material, size, type, and thickness for service application.Install gasket concentrically positioned. Use suitable lubricants on bolt threads.

I. Plastic Piping Solvent-Cement Joints: Clean and dry joining surfaces. Join pipe and fittings according tothe following:

J. Comply with ASTM F 402 for safe-handling practice of cleaners, primers, and solvent cements.

1. CPVC Piping: Join according to ASTM D 2846/D 2846M Appendix.2. PVC Pressure Piping: Join schedule number ASTM D 1785, PVC pipe and PVC socket fittings

according to ASTM D 2672. Join other-than-schedule-number PVC pipe and socket fittingsaccording to ASTM D 2855.

3. PVC Nonpressure Piping: Join according to ASTM D 2855.

K. Plastic Pressure Piping Gasketed Joints: Join according to ASTM D 3139.

L. Plastic Nonpressure Piping Gasketed Joints: Join according to ASTM D 3212.

M. PE Piping Heat-Fusion Joints: Clean and dry joining surfaces by wiping with clean cloth or paper towels.Join according to ASTM D 2657.

1. Plain-End Pipe and Fittings: Use butt fusion.2. Plain-End Pipe and Socket Fittings: Use socket fusion.

N. Fiberglass Bonded Joints: Prepare pipe ends and fittings, apply adhesive, and join according to pipemanufacturer's written instructions.



3.5 PIPING CONNECTIONS

A. Make connections according to the following, unless otherwise indicated:

1. Install unions, in piping NPS 2 and smaller, adjacent to each valve and at final connection to eachpiece of equipment.

2. Install flanges, in piping NPS 2-1/2 and larger, adjacent to flanged valves and at final connection toeach piece of equipment.

3. Dry Piping Systems: Install dielectric unions and flanges to connect piping materials of dissimilarmetals.

4. Wet Piping Systems: Install dielectric coupling and nipple fittings to connect piping materials ofdissimilar metals.

3.6 EQUIPMENT INSTALLATION - COMMON REQUIREMENTS

A. Install equipment to allow maximum possible headroom unless specific mounting heights are indicated orcoordination with other services dictates different mounting heights.

B. Install equipment level and plumb, parallel and perpendicular to other building systems and components inexposed interior spaces, unless otherwise indicated.

C. Install HVAC, Plumbing, and Fire Protection equipment to facilitate service, maintenance, and repair orreplacement of components. Connect equipment for ease of disconnecting, with minimum interference toother installations. Extend grease fittings to accessible locations.

D. Install equipment to allow right of way for piping installed at required slope.

3.7 ACCESS DOOR INSTALLATION

A. Access doors shall be provided in all pipe chases, soffits, walls, ceilings, and ductwork to give access tovalves, dampers, both sides of booster coils in ductwork or VAV terminals, control devices, etc.

B. All access doors shall be within 24 inches of any fire damper.

C. Coordinate the exact location with other trades.

D. Verify the exact quantity, size and location of the required access panels after the installation of systemsand equipment requiring access, and prior to the closure of affected ceilings and building assemblies.

3.8 PAINTING

A. Painting of mechanical systems, equipment, and components is specified in Division 09 Section "InteriorPainting" and Division 09 Section "Exterior Painting."

B. Damage and Touchup: Repair marred and damaged factory-painted finishes with materials andprocedures to match original factory finish.

3.9 CONCRETE BASES

A. Concrete Bases: Anchor equipment to concrete base according to equipment manufacturer's writteninstructions and according to seismic codes at Project.

1. Construct concrete bases not less than 4 inches larger in both directions than supported unit.2. Install dowel rods to connect concrete base to concrete floor. Unless otherwise indicated, install

dowel rods on 18-inch centers around the full perimeter of the base.3. Install epoxy-coated anchor bolts for supported equipment that extend through concrete base, and

anchor into structural concrete floor.



4. Place and secure anchorage devices. Use supported equipment manufacturer's setting drawings,templates, diagrams, instructions, and directions furnished with items to be embedded.

5. Install anchor bolts to elevations required for proper attachment to supported equipment.6. Install anchor bolts according to anchor-bolt manufacturer's written instructions.7. Use 3000-psi , 28-day compressive-strength concrete and reinforcement as specified in Division 03

Section "Cast-in-Place Concrete."

B. Provide concrete bases where specified within individual products’ specifications and/or where indicatedon the drawings and details.

3.10 ERECTION OF METAL SUPPORTS AND ANCHORAGES

A. Refer to Division 05 Section "Metal Fabrications" for structural steel.

B. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to supportand anchor HVAC materials and equipment.

1. Provide all supplementary steel to provide proper drainage for gravity flow systems.

C. Field Welding: Comply with AWS D1.1.

3.11 ERECTION OF WOOD SUPPORTS AND ANCHORAGES

A. Cut, fit, and place wood grounds, nailers, blocking, and anchorages to support, and anchor mechanicalmaterials and equipment.

B. Select fastener sizes that will not penetrate members if opposite side will be exposed to view or willreceive finish materials. Tighten connections between members. Install fasteners without splitting woodmembers.

C. Attach to substrates as required to support applied loads.

3.12 GROUTING

A. Mix and install grout for mechanical equipment base bearing surfaces, pump and other equipment baseplates, and anchors.

B. Clean surfaces that will come into contact with grout.

C. Provide forms as required for placement of grout.

D. Avoid air entrapment during placement of grout.

E. Place grout, completely filling equipment bases.

F. Place grout on concrete bases and provide smooth bearing surface for equipment.

G. Place grout around anchors.

H. Cure placed grout.

END OF SECTION 20 05 00


COMMON MOTOR REQUIREMENTS FOR EQUIPMENT 20 05 13 - 1

SECTION 20 05 13 - COMMON MOTOR REQUIREMENTS FOR EQUIPMENT

PART 1 - GENERAL



B. Division 20, Common Work Results for Mechanical, requirements apply to this section.

C. Division 01 Project Management and Coordination apply to this section and will require the contractors’participation in the Above Ceiling Coordination Program.

1.2 SUMMARY

A. Section includes general requirements for single-phase and polyphase, general-purpose, horizontal, smalland medium, squirrel-cage induction motors for use on ac power systems up to 600 V and installed atequipment manufacturer's factory or shipped separately by equipment manufacturer for field installation.

B. Section does not include motors for fire pumps, elevators, centrifugal chillers, sealed refrigerationequipment, submersible sump pumps, and vertical hollow or solid shaft motors used with vertical turbinepumps.

C. Related Sections include the following:

1. Section 20 "Variable Frequency Drives".2. Section 26 "Fuses".3. Section 26 "Enclosed Switches and Circuit Breakers".4. Section 26 “Enclosed Controllers".

1.3 DEFINITIONS

A. ABMA: American Bearing Manufacturers Association.

B. IEEE: Institute of Electrical and Electronics Engineers.

C. NEMA: National Electrical Manufacturers Association.

D. MG 1: (NEMA) Motors and Generators Standard.

E. VFD: Variable frequency drive.

1.4 SUBMITTALS

A. Submit the following product data for approval:

1. Manufacturer information.2. Dimensions and elevations.3. Complete NEMA nameplate electrical data including design type, insulation, service factor, and

efficiency.4. Materials of construction.



1) Bearing type, L10 bearing life, and seal construction (open, single, or doubleshielded).

5. Certification that VFD driven motors comply with all parts of NEMA MG-1 Part 31.

1.5 COORDINATION

A. Coordinate features of motors, installed units, and accessory devices to be compatible with the following:

1. Motor controllers.2. Torque, speed, and horsepower requirements of the load.3. Ratings and characteristics of supply circuit and required control sequence.4. Ambient and environmental conditions of installation location.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Subject to compliance with requirements, provide products by one of the following:

1. Baldor Electric Company2. Dayton.3. General Electric.4. Leeson Electric.5. Marathon Electric.6. Reliance Electric.7. Toshiba Corporation.8. U.S. Electrical Motors.

2.2 GENERAL MOTOR REQUIREMENTS

A. Comply with requirements in this Section except when stricter requirements are specified in FireProtection, Plumbing or HVAC equipment schedules or Sections.

B. Comply with NEMA MG 1 unless otherwise indicated.

C. Comply with IEEE 841 for severe-duty motors.

D. Comply with ABMA 9 for bearing life calculations. For belted applications, calculations shall be based onmaximum external side load limits per NEMA MG 1 Table 14-1A. L10 life calculations for vertical motorsand horizontal motors mounted in the vertical position shall consider the application’s thrust loading.

2.3 MOTOR CHARACTERISTICS

A. Duty: Continuous duty at ambient temperature of 40 deg C and at altitude of 500 feet above sea level.Maximum hot spot temperature shall not exceed the insulation temperature limit, when operated in anambient temperature of 40 deg C, except as otherwise indicated.

B. Capacity and Torque Characteristics: Sufficient to start, accelerate, and operate connected loads atdesignated speeds, at installed altitude and environment, with indicated operating sequence, and withoutexceeding nameplate ratings or considering service factor.

C. Noise: Motors shall not exceed dBA levels listed in NEMA MG 1 section 12.54 at all speeds.



2.4 POLYPHASE MOTORS (1/2 HP and larger)

A. Description: NEMA MG 1, Design B, squirrel cage, medium induction motor with open drip proofenclosure unless noted otherwise in equipment specifications of schedules. When totally enclosed fancooled motors are specified or scheduled, provide external shaft slinger on drive end.

B. Efficiency: Nominal (nameplate) full load efficiency and corresponding minimum efficiency equal to orgreater than that stated in NEMA MG 1 Table 12-12 – Premium Efficient Motors Nominal Full LoadEfficiencies.

C. Service Factor: 1.15.

D. Multispeed Motors: Variable torque.

1. For motors with 2:1 speed ratio, consequent pole, single winding.2. For motors with other than 2:1 speed ratio, separate winding for each speed.

E. Multispeed Motors: Separate winding for each speed.

F. Rotor: Random-wound, squirrel cage.

G. Temperature Rise: Match insulation rating.

H. Insulation: Class F.

I. Code Letter Designation:

1. Motors 15 HP and Larger: NEMA starting Code F or Code G.2. Motors smaller than 15 HP: Manufacturer's standard starting characteristic.

J. Enclosure Material and Bearings:

1. Motors less than 3 HP: Steel or cast iron motor frames, cast aluminum, cast iron, or steel endplates, steel or cast iron terminal box, copper windings.

a. Bearings shall be regreasable with relief plugs, pre-lubricated ball bearings suitable forradial and thrust loading of the application, with grease fittings, selected for a minimum L10bearing life of 26,280 hours, for belted and direct drive.

2. Motors 3 HP and above: Cast iron motor frames and mounting feet, cast iron end plates (bells),steel or cast iron terminal box, copper windings.

a. Bearings shall be regreasable with relief plugs, pre-lubricated ball bearings suitable forradial and thrust loading of the application, with grease fittings. Rated for a minimum L10bearing life of 40,000 hours for belted or 130,000 hours for direct drive.

2.5 POLYPHASE MOTORS WITH ADDITIONAL REQUIREMENTS

A. Motors Used with Reduced-Voltage and Multispeed Controllers: Match wiring connection requirements forcontroller with required motor leads. Provide terminals in motor terminal box, suited to control method.

B. Motors Used with Variable Frequency Controllers: [Ratings, characteristics, and features coordinated withand approved by controller manufacturer.]

1. Windings: Copper magnet wire with moisture-resistant insulation varnish, designed and tested toresist transient spikes, high frequencies, and short time rise pulses produced by pulse-widthmodulated inverters.

2. Energy- and Premium-Efficient Motors: Class B temperature rise; Class F insulation.3. Inverter-Duty Motors: Class F temperature rise; Class H insulation.4. Thermal Protection: Comply with NEMA MG 1 requirements for thermally protected motors.



5. For VFD driven motors up to 100 HP, provide a maintenance free, circumferential conductivemicro-fiber ground ring installed on the motor to discharge stray shaft currents to ground.Grounding ring shall be AEGIS SGR (shaft grounding ring). Motors protected by AEGIS SGR shallbe warranted for the term of the manufacturer’s motor warranty from induced current bearingdamage.

6. For VFD driven motors 100 HP and greater, provide a maintenance free, circumferential conductivemicro-fiber ground ring installed on the motor to discharge stray shaft currents to ground.Grounding ring shall be AEGIS SGR (shaft grounding ring). In addition, motors shall utilize aninsulated ceramic bearing assembly on the non-drive end of the motor, in conformance with theAEGIS installation requirements.

7. Motors protected by AEGIS SGR shall be warranted for the term of the manufacturer’s motorwarranty from induced current bearing damage.

C. Severe-Duty Motors: Comply with IEEE 841, with 1.15 minimum service factor.

2.6 SINGLE-PHASE MOTORS (less than 1/2 HP)

A. Motors larger than 1/20 HP shall be one permanent-split-capacitor type, to suit starting torque andrequirements of specific motor application:

B. Multispeed Motors: Variable-torque, permanent-split-capacitor type.

C. Bearings: Prelubricated, antifriction ball bearings or sleeve bearings suitable for radial and thrust loading.

D. Motors 1/20 HP and Smaller: Shaded-pole type.

E. Thermal Protection: Internal protection to automatically open power supply circuit to motor when windingtemperature exceeds a safe value calibrated to temperature rating of motor insulation. Thermal-protectiondevice shall automatically reset when motor temperature returns to normal range.

F. Furnish with sliding base/slotted mounting holes adequate for proper belt tensioning and alignment ofmotor or motor/load.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install and align motors in accordance with the equipment manufacturer’s recommendations.

B. For VFD driven motors using a shaft grounding ring: Install grounding ring in accordance with themanufacturer’s recommendations, including application of a colloidal silver shaft coating on the motorshaft.

3.2 COMMISSIONING

A. Perform commissioning activities as outlined in Division 1 Section, Commissioning Requirements, andother requirements of the Contract Documents.

3.3 ADJUSTING, CLEANING, PROTECTION

A. Assure motor nameplate is legible and properly affixed.

B. Verify bearings are factory lubricated before starting motors. Lubricate per manufacturer’s instructions. Donot over lubricate bearings.



C. Check motors for unusual heating, noise, or excessive vibration during operation. Correct any suchdeficiencies.

1. Any motors with vibration exceeding specified limits, as noted in the Testing, Adjusting, andBalancing Section, or manufacturer’s recommendations, whichever is more stringent, shall becorrected, at no cost to the Owner, until reduced below those limits.

D. Clean the motor prior to start-up and immediately prior to final turn-over to the Owner.

END OF SECTION 20 05 13


VARIABLE FREQUENCY DRIVES 20 05 14 - 1

SECTION 20 05 14 – VARIABLE FREQUENCY DRIVES

PART 1 - GENERAL



B. Division 20, Common Work Results for Mechanical, requirements apply to this section.

C. Division 01 Project Management and Coordination apply to this section and will require the contractors’participation in the Above Ceiling Coordination Program.

1.2 DEFINITIONS

A. ANSI: American National Standards Institute.

B. FCC: Federal Communications Commission.

C. IEEE: Institute of Electrical and Electronics Engineers.

D. NEMA: National Electrical manufacturer’s Association.

E. UL: Underwriters Laboratory.

F. VFD: Variable Frequency Drive.

1.3 SUBMITTALS

A. Product Data: Include dimensions and elevations, complete product data listing all included features,electrical rating for each VFD, matched to each piece of driven equipment, and fault current rating.

B. Shop Drawings: For electric heating cable. Include plans, sections, details, and attachments to otherwork.

1. Wiring Diagrams: Power, signal, and control wiring.

a. Line/load connection points.b. Main input and inverter input disconnect switches.c. VFD switch circuit.d. Fusing/circuit breakers.e. Auxiliary control transformer.f. Local/remote circuit.g. Hand-off-auto circuit.h. Safety interlock, run permissive, and drive initiated external circuits.i. Analog inputs and outputs.j. Pilot lights.k. Each wire on the wiring diagram shall be labeled with a distinct wire identifier.

2. VFD panel face diagram indicating the location of the main and inverter disconnect switches,local/remote and H-O-A switches, VFD switch, pilot lights, digital display, keypad, programmablecarrier frequency limitations (4-5 kHz or 2-14 kHz) and any other face mounted device, along withthe panel face labeling.



C. Warranty: Special warranty specified in this Section.

1.4 QUALITY ASSURANCE

A. VFD shall comply with NFPA 90 (National Electrical Code), IEEE 519, UL 508, and FCC compliance forRadio Frequency Interference (RFI) and Electro-Mechanical Interference (EMI).

B. Unit shall be UL listed, as an entire assembly, and bear the UL label.

C. All circuit boards shall be completely tested and burned-in prior to assembly into the completed VFD.

D. Factory test complete VFD to ANSI/UL Standard 508. Functionally test all options, perform dynamometertest at full load, cycle load and speed during factory test.

1.5 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace VFCs that fail in materials or workmanshipwithin specified warranty period.1. Warranty Period: Five years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS


1. A.B.B.2. Danfoss Inc; Danfoss Drives Div.3. Yaskawa Electric America, Inc.4. Source Limitations: Obtain all variable frequency drives for pumps and fan motors from a single

manufacturer. Coordinate with other trades.

2.2 GENERAL

A. Unit shall be dead front construction.

B. All relays shall be a plug-in style base.

C. All fuses shall be mounted in fuse blocks with insulated covers. Covers shall shield fuse ends and wireterminations.

D. The VFD shall be marked with its short circuit current rating in compliance with UL.

E. The unit, including all specified accessories, shall have a minimum efficiency of 85% at any speed from 50to 100%. The unit shall have a power factor of 0.9 or higher when operating at any speed from 50 to100%.

F. The VFD shall be a variable torque type and shall provide full motor torque at any operating speed from 40to 100%.

G. The VFD shall provide variable torque V/Hz control when operating at speeds less than 100%.

H. The VFD must be capable of operating in the following service conditions:



1. Ambient Temperature: 0º to 40ºC (32º to 104ºF).2. Relative Humidity: 0 to 95%, non-condensing.3. Elevation: 0 to 3300 ft. (100 meters) above mean sea level (MSL).4. AC line voltage variation:

a. 480 V: 440 - 10% to 500 + 10%; 45-65 Hzb. 230 V: 200 - 10% to 230 + 10%; 45-65 Hz

I. Provide the drive with a main input disconnect switch, accessible without opening the drive cabinet,equipped with current limiting fuses and fuse rejection clips, or circuit breakers. All other fuse blocks withcurrent limiting fuses installed shall be equipped with fuse rejection clips. It shall be possible to padlockthe disconnect in the “off” position.

J. Provide minimum 6 pulse-width modulation (PWM) type drives.

K. Provide the necessary electronics to avoid audible noise generated from the motor due to frequencychange. The unit shall not increase the motor audible noise by more than 3 dB above the motor’sacross-the-line noise at any motor speed from 50 to 100%.

L. The unit shall include self diagnostics with a digital display that identifies fault conditions and troubleshooting. Fault indication shall be retained even after a power outage or an input over-current protectivedevice trip.

M. Unit shall be provided with RFI/EMI filters.

N. VFD shall include current sensors on all three output phases to accurately measure motor current.

O. Provide minimum 3% AC input line reactors and/or minimum 5% DC link reactors to limit the maximumcurrent total harmonic distortion (THD) to not more than 100% of the variable speed drive (VSD) inputcurrent waveform at any VSD operating speed from 20 to 100%. Reactors shall be integral to the VSD. Iftesting reveals the maximum THD is exceeded, the manufacturer shall provide and install additionalreactors at no cost to reduce the THD to within these specified limits.

P. The unit shall have a dedicated terminal block for all external inputs and outputs.

Q. Provide a factory mounted and wired 115 V, 1 Ph, 60 Hz control power transformer sized for handling anadditional 30 VA inductive load. Limit fuse size for the control transformer to 3 amps maximum.

R. The VFD input and output shall be rated at 480 volt, 3 phase or 208 volt, 3 phase.

2.3 CONTROL FEATURES

A. The VFD shall be provided with the following control features:

1. Factory mounted and wired Hand-Off-Auto selector switch that allows local or remote starting orstopping of the drive. Separate start and stop buttons, electronic circuits that “virtually” providethis capability or other alternative devices are not acceptable.

2. Factory mounted and wired Local-Remote speed control switch, that allows either local or remotecontrol of the drive speed. Key pad buttons are also acceptable provided that permanently labeled,dedicated buttons are provided for the local and the remote speed control functions.

3. Main input disconnect switch.4. Inverter input and output disconnect switch, accessible without opening the drive cabinet, if a

bypass device is provided.5. Manual speed potentiometer or keypad control, for local speed control with the Local-Remote

speed control switch in the Local position.6. VFD shall accept an input reference (feedback) signal, 4-20 mA analog input, for remote speed

control with the Local-Remote speed control switch in the Remote position. Provide inputsignal; isolation to isolate input signal ground from the VFD internal ground control. Coordinaterequired 4-20 mA analog input with DDC control system supplier.



7. A remote start/stop contact input that functions in the automatic mode only.8. A safety interlock circuit that functions in drive mode. All safety and limit controls must function in

both automatic and manual operating modes.9. A run permissive circuit, separate from the safety interlock circuit, which prevents motor operation

in drive mode. This circuit, via the customer’s external contact device, signals themotor may run, provided the safety interlock contact(s) is made. A typical applica