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HomeMy WebLinkAbout02_Addenda_SELF PRICING_HANS BETHE 01_a_Self-Pricing_Construction Drawings_TP.pdfPlot - Layout Set No. March 23, 2018 08249-15002 Tetra Tech Engineers, Architects & Landscape Architects, P.C. ArchitectureEngineeringPlanning HighPerformanceFacilities for Cornell University Ithaca, New York N 5 DRAWING REVISION NUMBER CENTER LINE MATCH LINE CLL A COLUMN CENTER LINE CONTRACT LIMIT LINE PROPERTY LINE CUT LINE NORTH ARROW ROOM NAME AND NUMBER ELEVATION INTERIOR ELEVATION DETAIL WALL SECTION BUILDING SECTION STANDARD REFERENCE BUBBLE DRAWING NUMBER DETAIL NUMBER DRAWING TITLE & SCALE METAL, STEEL REMOVE AND REPLACE ASPHALT PAVING NEW HEAVY-DUTY ASPHALT PAVING NEW ASPHALT PAVING OR TOP COURSE SAND GRAVEL CONCRETE BRICK EARTH STONE CONCRETE MASONRY UNITS PLYWOOD FINISHED WOOD TRIM ROUGH WOOD INSULATION (LOOSE OR BATT) RIGID INSULATION CERAMIC TILE ACOUSTICAL PANEL GLASS (LARGE SCALE) PLASTER, CEMENT, GROUT GYPSUM WALL BOARD RESILIENT FLOORING TERRAZZO STRUCTURAL GLAZED TILE ADA 5' TURNING RADIUS 1st FF Floor Plan 1/8"=1'-0" 100'-0" N CLASSROOM 101 NOTE: REFER TO FINISH PLANS FOR ROOM FINISH KEY AND ADDITIONAL ABBREVIATIONS AAC ASBESTOS ABATEMENT CONTRACTOR AAD AUTOMATIC AIR DAMPER AB ANCHOR BOLT, AIR BARRIER AC AIR CONDITIONING, ALTERNATING CURRENT ACCMP ASPHALT COATED CORR METAL PIPE ACM ASBESTOS CONTAINING MATERIAL ACT ACOUSTICAL CEILING TILE ACU AIR CONDITIONING UNIT AD AREA DRAIN ADA AMERICAN DISABILITIES ACT ADD ADDENDUM ADDL ADDITIONAL ADDN ADDITION ADH ADHESIVE ADJ ADJACENT ADR ACCESS DOOR AESS ARCH EXPOSED STRUCTURAL STEEL AFF ABOVE FINISH FLOOR AH ACCESS HATCH AHU AIR HANDLING UNIT AIB AIR INFILTRATION BARRIER ALT ALTERNATE ALTB ACOUSTICALLY LINED TRANSFER BOX ALTN ALTERATION ALUM ALUMINUM AMP AMPERE ANOD ANODIZED ANT ACID NEUTRALIZATION TANK AP ACCESS PANEL APPROX APPROXIMATE (LY) APC ARCHITECTURAL PRECAST CONCRETE ARCH ARCHITECT (URAL) A/S AIR SEPARATOR ASB ASBESTOS ASPH ASPHALT ATV ATMOSPHERIC VENT AUD AUDITORIUM AUTO AUTOMATIC AV ACID VENT AVE AVERAGE AVTR ACID VENT THRU ROOF AW ACID WASTE B BOILER, BRICK, BOTTOM BB BASKETBALL BBD BOILER BLOWDOWN BC BOTTOM OF CURB BCU BLOWER COIL UNIT BCX BOTTOM CHORD EXTENSION BD BOARD BDD BACKDRAFT DAMPER BFP BACK FLOW PREVENTER BG BOTTOM GRILLE BIT BITUMINOUS BLDG BUILDING BLOCK BLK BLOCKING BLKG BM BEAM BO BY OTHERS BOD BOTTOM OF DUCT BOF BOTTOM OF FOOTING BOS BOTTOM OF STEEL BOT BOTTOM BPL BEARING PLATE BR BOTTOM REGISTER BRDG BRIDGING BRG BEARING BRK BRICK BRSH BRICKSHELF BRZ BRONZE BS BOTH SIDES, BOTTOM OF STAIR BSMT BASEMENT BSPL BACKSPLASH BT BENT BTU BRITISH THERMAL UNITS BTUH BRITISH THERMAL UNITS PER HOUR BUR BUILT-UP ROOFING BW BOTTOM OF WALL BWC BACK WATER CHECK VALVE C1 CARPET TYPE 1 C CONDUIT, CONVECTOR, CONDENSOR, COMMON CA COMPRESSED AIR CAB CABINET CATV CABLE TELEVISION CB CATCH BASIN, CIRCUIT BREAKER, CHALKBOARD CCTV CLOSED CIRCUIT TELEVISION CD CEILING DIFFUSER, CONDENSATE DRAIN CEM CEMENT CER CERAMIC CF CUBIC FEET, CEILING FAN CFM CUBIC FEET PER MINUTE CFMF COLD FORMED METAL FRAMING CFT1 CERAMIC FLOOR TILE TYPE 1 CG CEILING GRILLE CHAN CHANNEL CHUV CEILING HUNG UNIT VENTILATOR CI CAST IRON CIP CAST IN PLACE CIRC CIRCUMFERENCE CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLKG CAULKING CLL CONTRACT LIMIT LINE CLR CLEAR (ING) (ENCE) CLRM CLASSROOM CMP CORRUGATED METAL PANEL CMT CERAMIC MOSAIC TILE CMU CONCRETE MASONRY UNIT CO CLEAN OUT CODP CLEAN OUT DECK PLATE COL COLUMN COMB COMBINATION COMP COMPRESS (ED) (ION) (IBLE), COMPOSITE CONC CONCRETE COND CONDENSATE CONN CONNECTION CONST CONSTRUCTION CONT CONTINOUS CONTR CONTRACT (OR) COORD COORDINATE CORR CORRUGATED, CORRIDOR COWP CLEAN OUT WALL PLATE CPVC CHLORINATED POLY VINYL CHLORIDE CR CEILING REGISTER CRS COURSE (S) CSK COUNTERSINK CSMT CASEMENT CT COMPUTER TERMINAL, CERAMIC BASE TILE CTD COATED CTOP COUNTER TOP CTR CENTER CU CUBIC CUH CABINET UNIT HEATER CV CONVECTOR, CURB VALVE CW COLD WATER CWR CHILLED WATER RETURN CWS CHILLED WATER SUPPLY CWT1 CERAMIC WALL TILE TYPE 1 D1 DANCE FLOORING TYPE 1 D DIESEL FUEL, DEPTH DB DRY BULB DC DIRECT CURRENT DDC DIRECT DIGITAL CONTROL DE DELONIZED WATER DEG DEGREES DEMO DEMOLISH DEP DEPRESS (ED) (ION) DET DETAIL (ED) DF DRINKING FOUNTAIN DH DOUBLE HUNG DHU DEHUMIDIFICATION UNIT DI DROP INLET, DUCTILE IRON, DISTILLED WATER DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DISP DISPENSER DIST DISTANCE DIV DIVISION DL DEAD LOAD DN DOWN DO DITTO DP DAMPPROOF (ING) DPR DAMPER DR DOOR, DEEP RIB DWG DRAWING DS DOWNSPOUT, DRAINAGE STRUCTURE DT DRAIN TILE DTA DOVETAIL ANCHOR DTL DETAIL DW DUMBWAITER, DISHWASHER DWL DOWEL DWR DRAWER E EAST EA EXHAUST AIR, EACH EAT ENTERING AIR TEMPERATURE EB EXPANSION BOLT EC ELECTRICAL CONTRACTOR ECF ENHANCED CONCRETE FLOORING EIFS EXTERIOR INSULATION FINISH SYSTEM EF EACH FACE, EXHAUST FAN EJ EXPANSION JOINT ELEC ELECTRIC (AL) ELEM ELEMENT ELEV ELEVATION, ELEVATOR EM EMERGENCY EMT ELECTRICAL METALLIC TUBING ENC ENCLOSURE EOD EDGE OF DECK EOS EDGE OF SLAB EQ EQUAL, EQUIVALENT EQC EQUIPMENT CONTRACTOR EQUIP EQUIPMENT ES EXPOSED SURFACE, EXPOSED STRUCTURE ESF ELASTIC SHEET FLASHING ESM ELASTIC SHEET MEMBRANE EW EACH WAY EWC ELECTRIC WATER COOLER EWT ENTERING WATER TEMPERATURE EXH EXHAUST EXG EXISTING EXP EXPANSION EXT EXTERIOR, EXTERNAL F FAHRENHEIT FA FIRE ALARM FAI FRESH AIR INTAKE FCU FAN COOLING UNIT FD FLOOR DRAIN, FIRE DAMPER FDC FIRE DEPARTMENT CONNECTION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR, FACTORY FINISH FFE FINISH FLOOR ELEVATION FFL FINISH FLOOR LINE FG FLOOR GRILLE FH FIRE HYDRANT FHC FIRE HOSE CABINET FIN FINISH (ED) FIXT FIXTURE FL FLUSH FLD FLOOR DUCT FLEX FLEXIBLE FLG FLASHING FLR FLOOR (ING) FLUOR FLUORESCENT FM FLOOR MOUNTED FMC FLEXIBLE METAL CONDUIT FND FOUNDATION FOB FREIGHT ON BOARD, FLAT ON BOTTOM FOG FUEL OIL GAUGE FOR FUEL OIL RETURN FOS FUEL OIL SUPPLY FOT FLAT ON TOP FP FIREPROOF (ING) FPM FEET PER MINUTE FR FRAME, FLOOR REGISTER FRA FRESH AIR FRC FIRE RESISTANT COATING FRP FIBERGLASS REINFORCED PANEL FRT FIRE RETARDANT FS FLOOR SINK FSD FIRE AND SMOKE DAMPER FT FEET, FLOOR TREATMENT FTG FOOTING FTR FIN TUBE RADIATION FV FLUSH VALVE G GAS, GLYCOL GA GAUGE GAL GALLON GALV GALVANIZED GASK GASKET (ED) GC GENERAL CONTRACT (OR) GCMU GLAZED CONCRETE MASONRY UNIT GCO GRADE CLEANOUT GF GROUND FACE GL GLASS, GLAZING GND GROUND GPM GALLONS PER MINUTE GR GRADE (ING), GLYCOL RETURN GS GLYCOL SUPPLY GVL GRAVEL GWB GYPSUM WALL BOARD GYP GYPSUM H HEIGHT HB HOSE BIB HBD HARD BOARD HC HEATING CONTRACT (OR), HANDICAP HCR HOT/CHILLED RETURN HCS HOT/CHILLED SUPPLY HD HEAVY DUTY HDPE HIGH DENSITY POLYETHYLENE HDR HEADER HDW HARDWARE HG HOT GLYCOL HIP HIGH IMPACT PANEL HM HOLLOW METAL HORZ HORIZONTAL HP HORSEPOWER, HIGH PRESSURE, HEAT PUMP HPC HIGH PERFORMANCE COATING HPL HIGH PRESSURE LAMINATE HR HANDRAIL, HOUR HT HEIGHT HTG HEATING HV HIGH VOLTAGE HVAC HEATING/VENTILATING/AIR CONDITIONING HVU HEATING AND VENTILATING UNIT HW HOT WATER HWH HOT WATER HEATER HWP HOT WATER PUMP HWR HOT WATER RETURN HWS HOT WATER SUPPLY ID INSIDE DIAMETER IE INVERT ELEVATION IN INCHES INCL INCLUDE (D) (ING) INS INSULATE (D) (ION) INT INTERIOR INV INVERT IP IRON PIPE IPS IRON PIPE SIZE IW INDIRECT WASTE J JANITORS CLOSET JAN JANITORS CLOSET JB JUNCTION BOX JC JANITORS CLOSET JCT JUNCTION JT JOINT KW KILOWATT KWH KILOWATT PER HOUR KV KILOVOLT KVA KILOVOLT AMPERE L LENGTH, LONG LAB LABORATORY LAD LADDER LAM LAMINATE (D) LAT LEAVING AIR TEMPERATURE LAV LAVATORY LB POUND LBL LABEL LBP LEAD BASED PAINT LC LANDSCAPE CONTRACTOR (SITE) LCC LEAD COATED COPPER LDR LEADER LEV LEVEL LF LINEAR FOOT LFMC LIQUID-TIGHT FLEXIBLE METAL CONDUIT LFNC LIQUID-TIGHT FLEXIBLE NONMETALLIC CONDUIT LG LENGTH, LONG LGI LARGE GROUP INSTRUCTION LH LEFT HAND LIN LINEAR LKR LOCKER LL LIVE LOAD LP LOW PRESSURE LPC LOW PRESSURE CONDENSATE LPS LOW PRESSURE STEAM LPT LOW POINT LS LINOLEUM SHEET TYPE 1 LT LIGHT LT1 LINOLEUM TILE TYPE 1 LTL LINTEL LV LOW VOLTAGE LVR LOUVER LWT LEAVING WATER TEMPERATURE MAN MANUAL MAS MASONRY MAT MATERIAL MAU MAKE UP AIR UNIT MAX MAXIMUM MB MARKER BOARD MBH THOUSAND BTUH MBR MEMBER MD MOTORIZED DAMPER ME MECHANICAL EQUIPMENT MECH MECHANICAL (LY) MED MEDIUM MEMB MEMBRANE MEZZ MEZZANINE MF MIXING FAUCET MFR MANUFACTURE (R) MH MAN HOLE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MOD MODULE (OR), MODEL MR MOP RECEPTOR MP MULTICOLOR WALL COATING MT MOUNT MTD MOUNTED MTG MOUNTING MTL METAL MTH MARBLE THRESHOLD MTR METER MULL MULLION MVEJ MASONRY VENEER EXPANSION JOINT N NORTH, NO WORK REQUIRED NAT NATURAL NC NORMALLY CLOSED NEC NATIONAL ELECTRIC CODE NEG NEGATIVE NEUT NEUTRALIZATION NIC NOT IN CONTRACT NO NUMBER, NORMALLY OPEN NOM NOMINAL NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE OA OVERALL, OUTSIDE AIR OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OPNG OPENING OPP OPPOSITE OPP HD OPPOSITE HAND P PAINT SURFACE(S) INCLUDING SOFFITS PAR PARALLEL PART PARTITION PC PLUMBING CONTRACT (OR), PIGMENTED CONCRETE PCC PRECAST CONCRETE PE PORCELAIN ENAMEL PERF PERFORATE (ION) (ED) PERI PERIMETER PERP PERPENDICULAR PL PLATE, PROPERTY LINE PLAM PLASTIC LAMINATE PLAS PLASTER, PLASTIC PLF POUNDS PER LINEAR FOOT PLYWD PLYWOOD PM PLUGMOLD PNL PANEL POC POINT OF CURVATURE, POINT OF CONNECTION POL POLISHED POS POSITIVE POT POINT OF TANGENCY PR PAIR PRE POWER ROOF EXHAUSTER PREP PREPARE (ATION) PRF PREFORMED PROJ PROJECT PS PAINT EXPOSED STRUCTURE/DECK PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT PT1 PORCELAIN TILE TYPE 1 PTD PAINTED PTFR PRESSURE TREATED FIRE RETARDANT PTP PRESSURE TREATED PRESERVATIVE PVC POLYVINYL CHLORIDE PVMT PAVEMENT PWE POWER WALL EXHAUSTER QF QUARTZ FLOORING QT QUARRY TILE R RADIUS, RETURN, REFRIGERANT RA RETURN AIR RAD RADIATION RAF RETURN AIR FAN, RESILIENT ATHLETIC FLOORING RB RESILIENT BASE RC ROOFING CONTRACT (OR) RCA RECYCLED CONCRETE AGGREGATE RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING PLAN RCU REMOTE CONDENSING UNIT RD ROOF DRAIN RECEPT RECEPTACLE REF REFERENCE REFL REFLECT (ED) (IVE) (OR) REFR REFRIGERATOR REG REGISTER REINF REINFORCE (D) (ING) REM REMOVED REQD REQUIRED RESIL RESILIENT RET RETAINING, RETURN REV REVISION, REVISED, REVEAL RF RUBBER FLOORING TYPE 1 RFG ROOFING RFH ROOF HATCH RFM RECESSED FLOOR MAT RG RETURN GRILLE RGS RIGID GALVANIZED STEEL RH RIGHT HAND RHC REHEAT COIL RI ROUGH-IN RL RAIN LEADER RLG RAIL (ING) RM ROOM RMC RIGID METAL CONDUIT RNC RIGID NONMETALLIC CONDUIT RNT RUNNING TRAP RO ROUGH OPENING ROW RIGHT OF WAY RPM REVOLUTIONS PER MINUTE RR REMOVE EXISTING AND REPLACE WITH NEW RS RUBBER STAIR TREAD/RISER RTH ROOF TOP HOOD RTU ROOF TOP UNIT RW RAW WATER S SOUTH, SUPPLY, SURGE PROTECTED SA SUPPLY AIR SAN SANITARY SAS SMOOTH ALL SIDES SC SOLID CORE, SILL COCK, SEALED CONCRETE SCHED SCHEDULE SCT STRUCTURAL CLAY TILE SD STORM DRAIN, SPLITTER DAMPER, SMOKE DAMPER SEC SECTION SF SQUARE FEET SGI SMALL GROUP INSTRUCTION SGT STRUCTURAL GLAZED TILE SH SHELF, SHELVING, SMOKE HATCH SHR SHOWER, SHEAR WALL SHT SHEET SHTHG SHEATHING SIM SIMILAR SK SINK SL SOUND LINED, SKYLIGHT SLC SILLCOCK SLV SLEEVE SLVR STORM LOUVER SMH SANITARY MANHOLE SOG SLAB ON GRADE SP STATIC PRESSURE, STANDPIPE, SPACE (ING) (ES) SPEC SPECIFICATION (S) SPKR SPRINKLER SPL SPECIAL SQ SQUARE SS STAINLESS STEEL SST STRUCTURAL STEEL TUBING ST STORM, STORAGE STA STATION STC SHOWER TEMPERATURE CONTROLLER, STAINED CONCRETE STD STANDARD STG SEATING STL STEEL STN STAIN (ED) STOR STORAGE STRU STRUCTURAL SURF SURFACE SUSP SUSPENDED SV SHEET VINYL, STEAM VENT SW SWITCH, SOFTENED WATER SWCI SERVICE WEIGHT CAST IRON SYM SYMMETRICAL SYN SYNTHETIC SYS SYSTEM T TREAD, TOP, TOILET ROOM, TONS T1 TERRAZZO TYPE 1 TB TOP AND BOTTOM, TACK BOARD, TERRAZZO BASE TBD TO BE DETERMINED TC TEMPERATURE CONTROL, TEMPERED CLEAR, TELECOMMUNICATIONS CONTRACTOR, TOP OF CURB TCX TOP CHORD EXTENTION TDV TRIPLE DUTY VALVE TEL TELEPHONE TEMP TEMPERATURE TG TOP GRILLE, TONGUE AND GROOVE THK THICKNESS THR THRESHOLD TME TO MATCH EXISTING TMV THERMOSTATIC MIXING VALVE TOD TOP OF DUCT TOF TOP OF FASCIA, TOP OF FOOTING TOL TOLERANCE TOM TOP OF MASONRY TOP TOP OF PIPE, TOP OF PIER TOS TOP OF STEEL, TOP OF STAIR TPART TOILET PARTITION TR TOP REGISTER TRN TRANSOM TS TOP OF STAIR TV TELEVISION TW TEMPERED WATER, TOP OF WALL TYP TYPICAL UC UNDERCUT UD UNDERDRAIN UE UNDERGROUND ELECTRIC UG UNDERGROUND UH UNIT HEATER UNF UNFINISHED UNIF UNIFORM UNO UNLESS NOTED OTHERWISE UR URINAL UT UNDERGROUND TELEPHONE UV UNIT VENTILATOR V VENT, VOLT VAR VARIES, VARIABLE VARN VARNISH VAT VINYL ASBESTOS TILE VAV VARIABLE AIR VOLUME VB VACUUM BREAKER, VAPOR RETARDER BARRIER, VOLLEYBALL VCB VENTED COVE BASE VCT1 VINYL COMPOSITE TILE TYPE 1 VD VOLUME DAMPER VERM VERMICULITE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VIN VINYL VIT VITREOUS TILE VNR VENEER VOL VOLUME VTR VENT THROUGH ROOF VWC VINYL WALL COVERING W WEST, WIDTH, WIDE, WASTE, WATT WB WET BULB WC WATER CLOSET, WALL COVERING WD WOOD WD1 WOOD FLOORING - GYM WD2 WOOD FLOORING - STAGE WDW WINDOW WDWC WINDOW CONTRACTOR WF WASH FOUNTAIN WG WALL GRILLE, WATER GAUGE WH WALL HUNG, WALL HYDRANT WI WROUGHT IRON WM WIREMOLD WP WATER PROOFING, WORKING POINT WR WATER REPELLENT, WIDE RIB, WALL REGISTER WS WATER STOP WSCT WAINSCOT WT WEIGHT WWHP WATER TO WATER HEAT PUMP WWM WELDED WIRE MESH W/ WITH W/O WITHOUT XHCI EXTRA HEAVY CAST IRON YD YARD DRAIN, YARD Drawing List: Title Sheet SA Symbols & Abbreviations M501 Hans Bethe House Enlarged Plans, Details and Code Compliance Review 100% Construction Documents Mechanical Symbols PIPE ELBOW UP CAP OR PLUG PIPE ANCHOR PIPE GUIDE PIPE DOWN WITH PIPE DOWN WITH SHUTOFF VALVE EXPANSION COMPENSATOR CLEANOUT AT BASE UNION CONNECTION PIPING REDUCER (CONCENTRIC) PIPING REDUCER (ECCENTRIC) TOP PIPE CONNECTION PIPE ELBOW DOWN BOTTOM PIPE CONNECTION TEMPERATURE OR THERMOMETER (PETE'S PLUG) P FLOW SWITCH MANUAL AIR VENT ORIFICE METER FLOW METER AV F M AUTOMATIC AIR VENT FLEX CONNECTOR PRESSURE GAUGE PRESSURE SWITCH PRESSURE/TEMPERATURE PRESSURE PROBE WELL AQUASTAT WITH BLOW DOWN VALVE D A VALVE BALL VALVE CHECK VALVE 2-WAY CONTROL AUTOMATIC FLOW CONTROL BUTTERFLY VALVE BALANCING VALVE BACKFLOW PREVENTOR MODULATING VALVE 3-WAY CONTROL, DUPLEX BASKET STRAINER WYE STRAINER DIRECTION OF FLOW PITCH PIPING (DOWN) WYE STRAINER VALVE GLOBE VALVE PLUG VALVE GATE VALVE S AIR SEPARATOR STEAM TRAP CIRCULATING PUMP TEMP AND PRESSURE RELIEF VALVE SOLENOID (ELECTRIC) ON/OFF FUSIBLE LINK VALVE OS&Y GATE VALVE GAS PRESSURE REGULATOR PRESSURE REDUCING VALVE MODULATING VALVE ATMOSPHERIC VENT BOILER BLOW DOWN CHILLED WATER RETURN CHILLED WATER SUPPLY HEAT PUMP SUPPLY HEAT PUMP RETURN GLYCOL RETURN GLYCOL SUPPLY CONDENSATE DRAIN DUCT UP NEGATIVE PRESSURE DUCT DOWN POSITIVE PRESSURE DUCT UP POSITIVE PRESSURE DUCT DOWN NEGATIVE PRESSURE HOT WATER RETURN (NON-POTABLE) MAKE-UP COLD WATER LOW PRESSURE STEAM MECHANICAL EQUIPMENT EXISTING HVAC PIPE REFRIGERANT LIQUID REFRIGERANT HOT GAS PUMP DISCHARGE REFRIGERANT SUCTION REMOVE EXG. DUCT, PIPING, W/VOLUME DAMPER FLEXIBLE CONNECTION STANDARD BRANCH DUCT RECTANGULAR ELBOW POSITIVE PRESSURE DUCT UP THROUGH NEXT FLOOR/ROOF THROUGH NEXT FLOOR/ROOF NEGATIVE PRESSURE DUCT UP RECTANGULAR ELBOW W/TURNING VANES FIRE AND SMOKE DAMPER ACOUSTICALLY LINED SMOKE DAMPER FIRE DAMPER DUCTWORK VOLUME DAMPER FLEXIBLE DUCT AIR FLOW AUTOMATIC AIR DAMPER EXHAUST FAN DUCT AIR FLOW EXISTING DUCTWORK HUMIDISTAT HUMIDITY SENSOR ROOFTOP HOOD HOT WATER SUPPLY CODP CLEANOUT DECK PLATE BALL VALVE SHOCK ABSORBER W/ SHOCK ABSORBER CLEANOUT PLUG EXG FIRE HYDRANT FIRE HYDRANT F FIRE HYDRANT (FE) WALL HOOK LOW PRESSURE CONDENSATE HOT/CHILLED WATER SUPPLY HOT/CHILLED WATER RETURN CONDENSER WATER RETURN CONDENSER WATER SUPPLY FIRE RISER VALVE ASSEMBLY CFM, GPM, CAPACITY EQUIPMENT TAG (MOTORIZED) EQUIPMENT TAG (NON-MOTORIZED) REGISTER, GRILLE, DIFFUSER ENCLOSURE NOTED AS: FIN TUBE RADIATION W/W: WALL TO WALL, W/U: WALL TO UNIT, W/D: WALL TO DOOR, ETC... SWEEP ELBOW WITH SWEEP ELBOW TURNING/SPLITTER VANES CHILLED GLYCOL RETURN CHILLED GLYCOL SUPPLY PIPE UP WITH SHUTOFF VALVE PIPE UP AND DOWN LOW PRESSURE STEAM WET (FLOODED) CONDENSATE SV STEAM VENT VENTURI FLOW METER BASKET STRAINER 3-WAY CONTROL, THERMOSTATIC MIXING VALVE (SELF-CONTAINED) FIN TUBE RADIATION FINTUBE ENCLOSURE OR PRESSURE RELIEF VALVE THERMOSTATIC STEAM TRAP FLOAT AND THERMOSTATIC BUCKET STEAM TRAP EQUIPMENT MOTORIZED MODULATING VALVE M BACK DRAFT DAMPER HOT GLYCOL RETURN HOT GLYCOL SUPPLY (UP / TOWARDS) (DOWN / AWAY) (UP / TOWARDS) (DOWN / AWAY) BS BURNER SHUT OFFDUCT BREAK PIPE BREAK STEAM TRAP ROOFTOP HOOD (RELIEF) (INTAKE) TRIPLE DUTY VALVE FLANGE CONNECTION EXPANSION JOINT UV DRAFTSTOP VB VACUUM BREAKER (INSTALL STEM VERTICAL) Project Location Map 5 5 Hans Bethe House West Campus Dining Exhaust System Remediation 01_aSelf-Pricing_Hans Bethe House Enlarged Plans and Details.pdfPlot - Layout ADD GREASE COLLECTION LOW POINT DRAINS ADJACENT TO EXISTING ACCESS DOORS. SEE DETAIL 6/M501. INCREASE DUCT SLOPE TO 1/4" PER FT. MODIFY EXISTING DUCT FITTINGS TO ALLOW FOR DUCT SLOPE. 14x24 10x14 36x14 36x1226x36 PROVIDE 18"x36" GREASE DUCT ACCESS DOORS IN EXHAUST PLENUM SIDEWALL ABOVE CATWALK IN CHIMNEY (TYP 3) EXG DUCT CHIMNEY DISASSEMBLE EXISTING EXHAUST FANS AND CLEAN TO BE FREE OF GREASE. REASSEMBLE WITH MANUFACTURER RECOMMENDED GASKETING TO MAKE FANS GREASE TIGHT. PROVIDE A 1-1/4" DRAIN AT THE BOTTOM SIDE OF THE FAN HOUSING PIPE TO SEALED INSULATED RESERVOIR. SEE DETAIL 10/M501. (TYP OF 3) PROVIDE 1-1/2" HIGH FIBERGLASS GRATING EQUAL TO DURADEK PULTRUDED FIBERGLASS GRATING TYPE MS 1-6515 AS MANUFACTURED BY McNICHOLS COMPANY. SIZE GRATING TO BE REMOVABLE THROUGH THE NEW ACCESS DOORS AND SAFELY COVER THE VERTICAL DUCT OPENINGS IN THE BOTTOM OF THE EXHAUST PLENUM AT THE TOP OF THE CHIMNEY. V.I.F. REMOVE WIRE MESH SCREEN AND REPLACE WITH (3) INDIVIDUAL FRAMED MESH OUTLETS. SEE DETAIL 8/M501. EXG MESH SCREEN APPROXIMATELY 5 FOOT HIGH BY 10 FOOT LONG V.I.F. CLEAN KITCHEN EXHAUST DUCT ADJACENT TO WELDED WORK, ALLOWING FOR WELDED DUCT REPAIRS WITH MINIMIZED FIRE HAZARD. REMOVE INSULATION IN ATTIC SPACE, REPAIR WELD PIN HOLES AND OTHER LEAKS IN DUCTWORK WITH A CONTINUOUS LIQUID-TIGHT WELD OR BRAZE MADE ON THE EXTERNAL SURFACE OF THE DUCT SYSTEM. INSPECT AND TEST FOR LEAKS, AND RE-INSULATE WITH FIRE RATED INSULATION COMPLETE. ASSUME REPAIR IS REQUIRED FOR 100 WELD PIN HOLES AND 30 INCHES OF CRACK. PROVIDE 22"X20" MINIMUM GREASE DUCT ACCESS DOOR AT LOCATION OF EXISTING (APPROXIMATELY) 20"X20" ACCESS PORT REPLACE DISHWASHER EXHAUST FIRE DAMPER WITH STAINLESS STEEL FIRE DAMPER AS SHOWN IN DETAIL 9/M501. ACCESS THROUGH 30"x20" ACCESS DOOR IN SHAFT. INSTALL LOW POINT DRAINS ON DUCTWORK AS SHOWN IN DETAIL 4/M501. FD 22x6 16x8 36x12 44x20 26x36 UP 5 STOREYS TO ATTIC EXISTING 18x10 DUCT ACCESS DOORS EXISTING 18x10 DUCT ACCESS DOORS EXISTING 18x18 ACCESS DOORS EXISTING DUCT MOUNTED SMOKE DETECTOR. EXISTING DUCT MOUNTED SMOKE DETECTOR. EXISTING DUCT MOUNTED SMOKE DETECTOR. FD FD FD 12X11 EXISTING 18X10 DUCT ACCESS DOOR ADD 20x20 DUCT ACCESS DOOR ON OPPOSITE SIDE OF WALL FROM CURRENT DUCT ACCESS DOOR. REMOVE FIRE DAMPER'S BLADES IN THEIR ENTIRETY. FD FD FD FD FD FD FD FD FD 30x24 48x24 36x24 28x20 44x20 48x20 12x6 12x6 20x12 CONNECT CONDENSATE FROM THE BOTTOM OF THE DISHWASHER EXHAUST DUCT. REPAIR DAMAGE TO SHAFTWALL BASE OF DUCT SHAFT AS REQUIRED TO RESTORE 2HR FIRE RATING. PIPE THROUGH MECHANICAL ROOM TO EXISTING GREASE DRAIN PIPING. SEE DETAIL 4/M501 FOR PIPING CONNECTIONS. FD FD FD ADD 20x20 DUCT ACCESS DOOR ON OPPOSITE SIDE OF WALL FROM CURRENT DUCT ACCESS DOOR. REMOVE FIRE DAMPER'S BLADES IN THEIR ENTIRETY. REMOVE FIRE DAMPER'S BLADES IN THEIR ENTIRETY. 8x12 10x12 10x12 28x12 REMOVE FIRE DAMPER'S BLADES IN THEIR ENTIRETY. IN ACCORDANCE WITH NFPA 110 302.1.1.1 PROVIDE WALL SIGN NEXT TO DUCT PENETRATION AS FOLLOWS: "THIS WALL AND MECHANICAL PENETRATIONS THROUGH IT ARE REQUIRED TO RESIST PASSAGE OF SMOKE BUT ARE NOT REQUIRED TO BE FIRE RATED." (TYP FOUR (4) LOCATIONS. COORDINATE LOCATIONS WITH OWNER IN FIELD) CONNECT 1 1/4" CD ABOVE TRAP V.I.F. 1 A 2 4 3 5 6 7 8 B C D 9 10 11 12 13 14 15 16 17 E F G H I N NMLJIHGFEDCBA Description:Rev. No.: Date: Drawing No.:Drawn by: MLKJ K Tetra Tech Engineers, Architects & Landscape Architects, P.C. Hans Bethe House Enlarged Plans and Details And Code Compliance Review RHM M501 1 Attic Plan 1/16" = 1'-0" Project No.: Date: 3/23/2018 08249-15002 Key Plan NTS Remediation Work at: Alice Cook, Carl Becker, William Keeton, Flora Rose and Hans Bethe Houses Cornell University Ithaca, New York N 2 Enlarged First Floor Reflected Ceiling Plan 1/8" = 1'-0"3 Enlarged Ground Floor Plan 1/8" = 1'-0" KEYED NOTES PROVIDE LEAKAGE TEST FOR ALL MODIFIED DUCTWORK. REFER TO SECTION 23 3100 - DUCTWORK FOR DETAILS. REMOVE EXISTING MESH LOUVER PROVIDE 1"x1"x1/8" STAINLESS STEEL ANGLE WELDED TO END OF EXISTING DUCT DISCHARGE. (TYP 2 SIDES) PROVIDE 1-1/2" 18 GAUGE STAINLESS STEEL SHEET METAL BENT AROUND AND SPOT WELDED TO 1/2" STAINLESS STEEL WELDED WIRE MESH. BOLT TO 1"x1"x1/8" ANGLE 12"OC MAX. TACK WELD NUT TO ANGLE. PROVIDE STAINLESS STEEL MESH LOUVER IN 3 SECTIONS FOR REMOVAL THROUGH NEW ACCESS DOORS FOR CLEANING. TO PREVENT DAMAGE TO INSULATION, PROVIDE THREE 1/2" BAND STRAPS AT EACH ACCESS DOOR TO ALLOW REPEATED INSULATION REMOVAL. PROVIDE WORM GEARS SPOT WELDED TO BANDING FOR STRAP REMOVAL REMOVE EXISTING FIRE WRAP INSULATION AND PINS SPOT WELDED TO ACCESS DOORS. PROVIDE NEW FIRE WRAP INSULATION AS SPECIFIED BY MANUFACTURER TO MAINTAIN FIRE RATING. INSULATION HELD IN PLACE BY REUSABLE BAND CLAMPS. 8 Mesh Louver Detail 7 Access Door Straps Detail EXTERNAL FIRE WRAP INSULATION ACCESS DOOR UNDER INSULATION GREASE EXHAUST DUCT, REFER TO CONTRACT DWGS FOR SIZES AND ARRANGEMENT DOOR BOTH SIDES OPENING IN FIRE RATED WALL REQUIRING OUT OF WALL FIRE DAMPER. FIRE RATED WALL DUCT SIZE DUCTWORK, REFER TO DRAWINGS FOR 14 GAUGE MINIMUM TO WALL 6" OC ALL 4 SIDES. RETAINING "ZEE", SECURE EXTEND FIRE RATED INSULATION PAST PLANE OF DAMPER. INSULATION TO BE 3M CS-195+ COMPOSITE OR EQUAL. PROVIDE ACCESS AWAY JOINT ALL LISTED BREAKSIDES (TYP.) 9 Out of Wall Fire Damper TO SPEC. SECTION 23 3300. EQUAL TO DUCT SIZE SHOWN. REFER TYPE "C" FIRE DAMPER WITH FREE AREA TEE WITH FULL SIZE CLEAN OUT (TYP OF 2) UNION DRAIN RESERVOIR CONNECTION ‘'5$,1 75$3 ASSEMBLY 2" NOTES: 2" CASING (-) 1. DRAIN PAN AT NEGATIVE STATIC PRESSURE 3/4" HOSE THREAD CONNECTION WITH BRASS CAP 5 Condensate Trap Detail PROVIDE 3/4" DRAIN WITH BALL VALVE AND CAPPED HOSE THREAD CONNECTION. PROPERLY CLEAN EXISTING GREASE DUCT TO ALLOW FOR WELDING OF GREASE COLLECTION RESERVOIR TO THE BOTTOM OF DUCT WHERE INDICATED 12" LONG X 1-1/2" MIN DEEP GREASE COLLECTION RESERVOIR. SLOPE TO ACCESSIBLE SIDE OF DUCT WITH A LOW POINT DRAIN. 1-1/2" MIN FULLY WELD GREASE COLLECTION RESERVOIR TO BOTTOM OF GREASE DUCT. FIRE WRAP DUCT AND GREASE COLLECTION RESERVOIR. 6 Grease Duct Drain Detail EXTERNAL FIRE WRAP INSULATION GREASE EXHAUST DUCT, REFER TO CONTRACT DWGS FOR SIZES AND ARRANGEMENT 1 IS WATERTIGHT VERIFY EXHAUST DUCTWORK PIPE TO GREASE INTERCEPTOR DRAIN LOCATED IN THE BASEMENT SEE DETAIL 9/M101 PROVIDE 12" WIDE X 1-1/2" MIN DEEP CONDENSATE COLLECTION RESERVOIR AND LOW POINT DRAIN ON WELDED STAINLESS STEEL DISHWASHER DUCTWORK DRAIN VALVE ON BOTTOM OF DUCT EXISTING 2HR RATED WALL 1 1/4" STAINLESS STEEL FIRE DAMPER AT 2HR RATED WALL 12" (TYP) CONDENSATE TRAP (TYP). SEE DETAIL 6/M101 4 Bottom of Dishwasher Duct Drain Detail EXTERNAL INSULATION EXHAUST DUCT, REFER TO CONTRACT DWGS FOR SIZES AND ARRANGEMENTS 1. THE FOLLOWING GENERAL NOTES APPLY TO ALL "H" SERIES DRAWINGS. 2. REFER TO ALL CONTRACT DOCUMENTS; DRAWINGS AND SPECIFICATIONS, FOR DETAILED STANDARDS AND REQUIREMENTS. 3. REPORT UNSAFE OR UNSATISFACTORY CONDITIONS IN WRITING TO OWNER AND ARCHITECT AND RESOLVE ISSUES BEFORE PROCEEDING. 4. WORK INCLUDES ALL LABOR AND MATERIALS REQUIRED TO PROVIDE COMPLETE WORKING SYSTEMS. 5. COORDINATE PHASING REQUIREMENTS AT JOB MEETINGS AND ON WORK SCHEDULES. 6. DO NOT SCALE DRAWINGS. PIPING AND DUCTWORK ARE SHOWN DIAGRAMMATICALLY. IT IS NOT POSSIBLE TO SHOW EVERY TRANSITION, FITTING, ASPECT RATIO CHANGE, ETC..; PROVIDE AS REQUIRED TO FIT WITHIN STRUCTURAL CONSTRAINTS. EXAMINE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND VERIFY ALL ACCESS, LOCATIONS, DIMENSIONS, ARRANGEMENTS, ELECTRICAL CHARACTERISTICS, AND INTERFERENCE IN THE FIELD PRIOR TO BID. 7. VERIFY EXTENT OF CEILING WORK SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS. PROVIDE FOR ADDITIONAL CEILING SYSTEM REMOVAL, PROTECTION, AND REINSTALLATION AS REQUIRED FOR CONTRACT WORK. 8. DEMOLITION DRAWINGS SHOW THE GENERAL SCOPE OF ITEMS AND SYSTEMS TO BE REMOVED. IT IS NOT THE INTENT TO SHOW ALL ITEMS TO BE REMOVED. FIELD VERIFY AND REMOVE ALL ASSOCIATED ITEMS BACK TO POINT OF CONTINUED SERVICE, UNLESS OTHERWISE NOTED. VERIFY WHAT ALL EQUIPMENT SERVES PRIOR TO REMOVAL. 9. GIVE ALL REMOVED EQUIPMENT TO THE OWNER. DELIVER ON SITE WHERE DESIGNATED BY THE OWNER. PROMPTLY REMOVE FROM THE SITE AND LEGALLY DISPOSE OF ANY SUCH ITEMS DECLINED BY OWNER. 10.IF UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL CONFLICTS ARE ENCOUNTERED, INVESTIGATE AND REPORT BOTH NATURE AND EXTENT OF THE CONFLICT. RE-ROUTE WORK OR EXISTING ELECTRICAL OR PLUMBING AS REQUIRED. 11.CUT, DRILL, OR OTHERWISE CREATE OPENINGS AS NEATLY AS POSSIBLE, AS REQUIRED FOR THE INDICATED CONTRACT WORK. PROVIDE SUPPORT AS REQUIRED FOR AND USE METHODS LEAST LIKELY TO DAMAGE ELEMENTS TO REMAIN. PRIOR TO WORK, VERIFY LOCATIONS OF ALL STRUCTURAL MEMBERS INCLUDING CROSS BRACING, ELECTRICAL WIRING, PLUMBING, ETC. PROMPTLY NOTIFY ARCHITECT OF ANY CONFLICTS. DO NOT CUT ANY STRUCTURAL MEMBERS OR OTHER SERVICES UNTIL SPECIFICALLY DIRECTED TO DO SO. PENDING RECEIPT OF DIRECTIVE, REARRANGE SCHEDULE AS NECESSARY TO CONTINUE OVERALL JOB PROGRESS WITHOUT DELAY. 12.PATCH ALL DISTURBANCES RESULTING FROM DEMOLITION OR NEW WORK TO MATCH SURROUNDING SURFACES. PATCH FOLLOWING DEMOLITION, AND AGAIN FOLLOWING CONTRACT WORK. WHERE HOLES REMAIN FROM REMOVALS, INFILL AND PATCH TO MATCH UNLESS HOLE IS TO BE REUSED. 13.PROTECT ALL CONTRACT EQUIPMENT, ELEMENTS TO REMAIN, OWNER'S BELONGINGS, AND EQUIPMENT TO BE REUSED OR RETAINED BY OWNER DURING ALL CONTRACT WORK. AT NO ADDITIONAL COST TO OWNER REPAIR OR REPLACE ITEMS WHICH ARE DAMAGED. 14.THOROUGHLY CLEAN FOLLOWING DEMOLITION AND BEFORE BEGINNING CONTRACT INSTALLATIONS. THOROUGHLY CLEAN AGAIN DURING AND FOLLOWING CONTRACT WORK AS REQUIRED. LEAVE ALL WORK AREAS CLEANER THAN FOUND. LEGALLY DISPOSE OF ALL CONSTRUCTION DEBRIS. 15.PROVIDE TEMPORARY PIPING, DUCT, HEAT, WEATHERPROOFING ETC.. TO SERVICES TO REMAIN UNTIL PERMANENT INSTALLATIONS CAN BE MADE. 16.ALL EXCESS MATERIALS AND SCRAPS ARE CONTRACTOR'S PROPERTY. PROMPTLY REMOVE FROM SITE UNLESS SPECIFICALLY DIRECTED OTHERWISE. GENERAL NOTES: VALVE TAG VALVE NORMALLY OPEN (N.O.) FORMED OR WELDED STAINLESS STEEL FLANGED RESERVOIR TO FIT DOOR FLANGES BOLTED AND GASKETED RESERVOIR TOP EQUAL TO DUCTMATE ULTIMATE DOOR II 12"x10" MINIMUM 10 GREASE RESERVOIR EXTERNAL FIRE WRAP INSULATION TANK INLET COUPLING WELDED TO RESERVOIR 6" MIN 8" MIN FAN HOUSING THREADED 1 1/4" PIPE 1 1 CODE COMPLIANCE REVIEW HANS BETHE HOUSE - 3033 314 WEST AVE, ITHACA, NY PROJECT DESCRIPTION: THIS PROJECT CONSISTS OF THE REMEDIATION OF NON-CODE COMPLIANT CONDITIONS FOR GREASE DUCT AND SHAFTS LOCATED IN THE BUILDINGS WHICH IS CONSIDERED ALTERATIONS - LEVEL 1 APPLICABLE CODES AND STANDARDS: BASED ON THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE INCLUDING APPLICABLE 2015 ICC CODES AND 2017 NYS SUPPLEMENTS, AND 2009 ICC A117.1 ACCESSIBLE AND USABLE BUILDING AND FACILITIES. BUILDING DATA: YEAR BUILT: 2007 (KIERAN-TIMBERLAKE ASSOCIATES LLP) CODE DATA SUMMARY: BUILDINGS ARE BELIEVED TO HAVE BEEN CONSTRUCTED AND SUBSEQUENT ALTERATIONS MADE IN COMPLIANCE WITH CODES IN EXISTENCE AT THAT TIME. USE GROUP: R-2 - RESIDENTIAL, A-2 - ASSEMBLY, B - BUSINESS CONSTRUCTION TYPE IB FIRE SAFETY: BUILDING IS PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM. PATH OF CODE COMPLIANCE: 2015 INTERNATIONAL EXISTING BUILDING CODE AND 2017 NYS SUPPLEMENTS 301.1.2 WORK AREA COMPLIANCE METHOD CHAPTER 5 - CLASSIFICATION OF WORK 503 ALTERATION - LEVEL 1 (CHAPTER 7) NEW CONSTRUCTION WILL COMPLY WITH REQUIREMENTS OF 2015 INTERNATIONAL BUILDING CODE AND 2017 NYS SUPPLEMENTS 01_aSelf-Pricing_Specifications Hans Bethe Rebid.pdf Tetra Tech TABLE OF CONTENTS Architects & Engineers Project No. 08249-15002 00 01 10 / Page 1 TABLE OF CONTENTS PROJECT MANUAL TECHNICAL SPECIFICATIONS DIVISION 05 - METALS 05 50 00 Metal Fabrications DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES 06 10 00 Rough Carpentry DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 81 00 Applied Fireproofing 07 84 13 Penetration Firestopping DIVISION 08 - OPENINGS 08 11 13 Hollow Metal Doors and Frames 08 31 13 Access Doors and Frames 08 34 83 Floor Doors 08 71 00 Door Hardware DIVISION 09 - FINISHES 09 22 16 Non-Structural Metal Framing 09 26 13 Gypsum Veneer Plastering 09 91 00 Painting DIVISION 22 – PLUMBING 22 13 19 Sanitary Waste Piping Specialties DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING 23 01 30 Mechanical Cleaning and Restoration 23 05 00 Common Work Results for HVAC 23 05 29 Hangers and Supports for HVAC Piping and Equipment 23 05 53 Identification of HVAC Piping and Equipment 23 07 00 HVAC Insulation 23 21 13 Hydronic Piping 23 31 00 Air Ducts 23 33 00 Air Duct Accessories 00 01 10 Tetra Tech METAL FABRICATIONS Architects & Engineers Project No. 08249-15002 05 50 00 / Page 1 SECTION 05 50 00 - METAL FABRICATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General Requirements and associated Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Miscellaneous Steel framing and supports for applications where framing and supports are not specified in other Sections. 2. Metal ladders; fixed ladder for access. 3. Formed-metal plank grating 1.3 SUBMITTALS, GENERAL A. General: Submit all action submittals and informational submittals required by this Section concurrently. 1.4 ACTION SUBMITTALS A. Product Data: For the following: 1. Fasteners. 2. Ladders. 3. Grating. 4. Paint products. B. Shop Drawings: Show fabrication and installation details for metal fabrications. 1. Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. 1.5 INFORMATIONAL SUBMITTALS A. Welding certificates. 05 50 00 METAL FABRICATIONS Tetra Tech 05 50 00 / Page 2 Project No. 08249-15002 Architects & Engineers 1.6 QUALITY ASSURANCE A. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS D1.1/D1.1M, "Structural Welding Code - Steel." 2. AWS D1.2/D1.2M, "Structural Welding Code - Aluminum." PART 2 - PRODUCTS 2.1 METALS, GENERAL A. Metal Surfaces, General: Provide materials with smooth, flat surfaces unless otherwise indicated. For metal fabrications exposed to view in the completed Work, provide materials without seam marks, roller marks, rolled trade names, or blemishes. 2.2 FERROUS METALS A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. B. Steel Tubing: ASTM A 500, cold-formed steel tubing. C. Steel Pipe: ASTM A 53/A 53M, standard weight (Schedule 40) unless otherwise indicated. 2.3 FORMED-METAL PLANK GRATINGS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Unistrut; a part of Atkore International. B. C-shaped channels rolled from heavy sheet metal of thickness indicated, and punched in serrated diamond shape to produce raised slip-resistant surface and drainage holes. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Unistrut; United Interlock Grating. 2. Channel Width: 9 inches. 3. Channel Depth: 2-1/2 inches. 4. Material: 14 ga, hot-dip galvanized-steel sheet 5. Accessories: Provide standard manufacturer attachment/anchor devices/clips, toe plates, etc. Tetra Tech METAL FABRICATIONS Architects & Engineers Project No. 08249-15002 05 50 00 / Page 3 2.4 FASTENERS A. For steel connections to be bolted, use ASTM A325 bolts. B. Chemical anchors. 1. Chemical Anchor Adhesives: Heavy duty, two component injectable adhesive designed to be dispensed using double chamber gun with mixing nozzle. Adhesives in capsule form will not be accepted. a. Products for anchoring into concrete: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: 1) Hilti, Inc.; Hit-HY 200; Hit-Ice. 2) ITW Redhead; Epcon C6; Epcon A7. 3) Powers Fasteners, Inc.; AC100+ Gold. 2.5 MISCELLANEOUS MATERIALS A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded. B. Alkyd Primer: Modified-alkyd primer compatible with topcoat. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Tnemec Company, Inc.; Series 10: 10-1009 Gray. C. Galvanizing Repair Paint: High-zinc-dust-content paint complying with SSPC-Paint 20 and compatible with paints specified to be used over it. 2.6 FABRICATION, GENERAL A. Shop Assembly: Preassemble items in the shop to greatest extent possible. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. 1. Metal Ladder: If required by contractor’s means and method for delivery and/or installation of ladder, provide a field splice point/connection. Such splice point connection is to be detailed on ladder shop drawings for approval. B. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch unless otherwise indicated. Remove sharp or rough areas on exposed surfaces. C. Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing work. METAL FABRICATIONS Tetra Tech 05 50 00 / Page 4 Project No. 08249-15002 Architects & Engineers D. Form exposed work with accurate angles and surfaces and straight edges. E. Weld corners and seams continuously to comply with the following: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing. F. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners or welds where possible. Where exposed fasteners are required, use Phillips flat-head (countersunk) fasteners unless otherwise indicated. Locate joints where least conspicuous. G. Fabricate seams and other connections that will be exposed to weather in a manner to exclude water. Provide weep holes where water may accumulate. H. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar items. I. Provide for anchorage of type indicated; coordinate with supporting structure. Space anchoring devices to secure metal fabrications rigidly in place and to support indicated loads. 1. Where units are indicated to be cast into concrete or built into masonry, equip with integrally welded steel strap anchors, 1/8 by 1-1/2 inches, with a minimum 6-inch embedment and 2-inch hook, not less than 8 inches from ends and corners of units and 24 inches o.c., unless otherwise indicated. 2.7 MISCELLANEOUS FRAMING AND SUPPORTS A. General: Provide steel framing and supports not specified in other Sections as needed to complete the Work. B. Fabricate units from steel shapes, plates, and bars of welded construction unless otherwise indicated. Fabricate to sizes, shapes, and profiles indicated and as necessary to receive adjacent construction. 2.8 METAL LADDERS A. General: 1. Comply with ANSI A14.3. B. Ladder Construction: 1. Space siderails to provide minimum 18” clear between side rails. 2. Siderails: Continuous L3x3x3/8 angles, minimum. 3. Rungs: minimum ¾” diameter solid steel rod spaced at maximum 12” oc. Provide a slip resistant coating on all ladder rungs. Provide product data submittal for approval. 4. Fit rungs in centerline of siderails; fasten by welding. Tetra Tech METAL FABRICATIONS Architects & Engineers Project No. 08249-15002 05 50 00 / Page 5 2.9 MISCELLANEOUS STEEL TRIM A. Unless otherwise indicated, fabricate units from steel shapes, plates, and bars of profiles shown with continuously welded joints and smooth exposed edges. Miter corners and use concealed field splices where possible. B. Provide cutouts, fittings, and anchorages as needed to coordinate assembly and installation with other work. 2.10 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Finish metal fabrications after assembly. C. Finish exposed surfaces to remove tool and die marks and stretch lines, and to blend into surrounding surface. 2.11 STEEL AND IRON FINISHES A. Galvanizing: Hot-dip galvanize items as indicated to comply with ASTM A 153/A 153M for steel and iron hardware and with ASTM A 123/A 123M for other steel and iron products. 1. Do not quench or apply post galvanizing treatments that might interfere with paint adhesion. B. Shop prime iron and steel items [not indicated to be galvanized]. 1. Metal Fabrications: For all iron and steel items (except those noted below), shop prime with alkyd primer. C. Surface Preparation: Clean surfaces to be painted. Remove loose rust and mill scale and spatter, slag, or flux deposits. Prepare surfaces according to the following specifications and standards: 1. SSPC-SP 3, "Power Tool Cleaning," unless noted otherwise below. D. Shop Priming: Apply shop primer to comply with SSPC-PA 1, "Paint Application Specification No. 1: Shop, Field, and Maintenance Painting of Steel," for shop painting. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Beginning installation constitutes Contractor’s acceptance of substrates and conditions. METAL FABRICATIONS Tetra Tech 05 50 00 / Page 6 Project No. 08249-15002 Architects & Engineers B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels. C. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade surfaces of exterior units that have been hot-dip galvanized after fabrication and are for bolted or screwed field connections. D. Field Welding: Comply with the following requirements: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. E. Fastening to In-Place Construction: Provide anchorage devices and fasteners where metal fabrications are required to be fastened to in-place construction. Provide threaded fasteners for use with concrete and masonry inserts, toggle bolts, through bolts, lag screws, wood screws, and other connectors. 3.2 INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS A. General: Install framing and supports to comply with requirements of items being supported, including manufacturers' written instructions and requirements indicated on Shop Drawings. 3.3 INSTALLING METAL PLANK GRATINGS A. General: Comply with manufacturer's written instructions for installing gratings. Use manufacturer's standard anchor clips and hold-down devices for bolted connections. B. Attach units to supporting members by bolting at every point of contact. Comply with manufacturer's written instructions for anchor size and location. C. Attach toeplates to gratings by welding in accordance with manufacturer’s recommendations. D. Attach nonremovable units to supporting members by welding unless otherwise indicated. Comply with manufacturer's written instructions for size and spacing of welds. Tetra Tech METAL FABRICATIONS Architects & Engineers Project No. 08249-15002 05 50 00 / Page 7 3.4 ADJUSTING AND CLEANING A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas. Paint uncoated and abraded areas with the same material as used for shop painting to comply with SSPC-PA 1 for touching up shop-painted surfaces. 1. Apply by brush or spray to provide a minimum 2.0-mil dry film thickness. B. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A 780. END OF SECTION 05 50 00 Tetra Tech ROUGH CARPENTRY Architects & Engineers Project No. 08249-15002 06 10 00 / Page 1 SECTION 06 10 00 - ROUGH CARPENTRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General Requirements and associated Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Framing with dimension lumber. 2. Fasteners. 1.3 DEFINITIONS A. Boards or Strips: Lumber of less than 2 inches nominal size in least dimension. B. Dimension Lumber: Lumber of 2 inches nominal size or greater but less than 5 inches nominal size in least dimension. C. Exposed Framing: Framing not concealed by other construction. D. Lumber grading agencies, and the abbreviations used to reference them, include the following: 1. NeLMA: Northeastern Lumber Manufacturers' Association. 2. NLGA: National Lumber Grades Authority. 3. SPIB: The Southern Pine Inspection Bureau. 4. WCLIB: West Coast Lumber Inspection Bureau. 5. WWPA: Western Wood Products Association. 1.4 SUBMITTALS, GENERAL A. General: Submit all action submittals and informational submittals required by this Section concurrently. 1.5 ACTION SUBMITTALS A. Product Data: For each type of process and factory-fabricated product. Indicate component materials and dimensions and include construction and application details. For products receiving a waterborne treatment, include statement that moisture content of treated materials was reduced to levels specified before shipment to Project site. Include copies of warranties from chemical treatment manufacturers for each type of treatment. 06 10 00 ROUGH CARPENTRY Tetra Tech 06 10 00 / Page 2 Project No. 08249-15002 Architects & Engineers 1. Dimension lumber framing. 2. Fasteners. 1.6 DELIVERY, STORAGE, AND HANDLING A. Stack lumber flat with spacers beneath and between each bundle to provide air circulation. Protect lumber from weather by covering with waterproof sheeting, securely anchored. Provide for air circulation around stacks and under coverings. PART 2 - PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, comply with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Grade lumber by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. 1. Factory mark each piece of lumber with grade stamp of grading agency. 2. Dress lumber, S4S, unless otherwise indicated. B. Maximum Moisture Content of Lumber: 19 percent unless otherwise indicated. 2.2 DIMENSION LUMBER FRAMING A. Non-Load-Bearing Interior Partitions: Construction or No. 2 grade. 1. Application: Framing at ceiling access doors. 2. Species: a. Hem-fir (north); NLGA. b. Southern pine or mixed southern pine; SPIB. c. Spruce-pine-fir; NLGA. d. Hem-fir; WCLIB, or WWPA. e. Spruce-pine-fir (south); NeLMA, WCLIB, or WWPA. 2.3 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. 1. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners of Type 304 stainless steel. Tetra Tech ROUGH CARPENTRY Architects & Engineers Project No. 08249-15002 06 10 00 / Page 3 B. Nails, Brads, and Staples: ASTM F 1667. C. Power-Driven Fasteners: NES NER-272. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit. Locate carpentry members to comply with requirements for attaching other construction. B. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional Wood Frame Construction," unless otherwise indicated. C. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry accurately to other construction. Locate carpentry members to comply with requirements for attaching other construction. D. Sort and select lumber so that natural characteristics will not interfere with installation or with fastening other materials to lumber. Do not use materials with defects that interfere with function of member or pieces that are too small to use with minimum number of joints or optimum joint arrangement. E. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. NES NER-272 for power-driven fasteners. 2. Table 2304.9.1, "Fastening Schedule," in building code in effect for Project. 3. ICC-ES evaluation report for fastener. F. Use steel common nails unless otherwise indicated. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting wood. Drive nails snug but do not countersink nail heads unless otherwise indicated. END OF SECTION 06 10 00 Tetra Tech PENETRATION FIRESTOPPING Architects & Engineers Project No. 08249-15002 07 84 13 / Page 1 SECTION 07 84 13 - PENETRATION FIRESTOPPING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General Requirements and associated Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Penetrations in fire-resistance-rated walls. 2. Breaches in fire resistance rating at concrete plank floor slabs. 3. Penetrations in smoke barriers. 1.3 SUBMITTALS, GENERAL A. General: Submit all action submittals and informational submittals required by this Section concurrently. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product indicated. 1. Cast-in-place firestop devices. 2. Latex sealants. 3. Firestop devices. 4. Intumescent composite sheets. 5. Intumescent putties. 6. Intumescent wrap strips. 7. Intumescent foam. 8. Mortars. 9. Pillows/bags. 10. Silicone foams. 11. Silicone sealants. 1.5 CLOSEOUT SUBMITTALS A. Installer Certificates: From Installer indicating fire-resistive joint systems have been installed in compliance with requirements and manufacturer's written recommendations. 07 84 13 PENETRATION FIRESTOPPING Tetra Tech 07 84 13 / Page 2 Project No. 08249-15002 Architects & Engineers 1.6 QUALITY ASSURANCE A. Installer Qualifications: A firm with a minimum of three years’ experience in installing penetration firestopping similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful performance. Qualifications include having the necessary experience, staff, and training to install manufacturer's products per specified requirements. Manufacturer's willingness to sell its penetration firestopping products to Contractor or to Installer engaged by Contractor does not in itself confer qualification on buyer. B. Fire-Test-Response Characteristics: Penetration firestopping shall comply with the following requirements: 1. Penetration firestopping tests are performed by a qualified testing agency acceptable to authorities having jurisdiction. 2. Penetration firestopping is identical to those tested per testing standard referenced in "Penetration Firestopping" Article. Provide rated systems complying with the following requirements: a. Penetration firestopping products bear classification marking of qualified testing and inspecting agency. b. Classification markings on penetration firestopping correspond to designations listed by the following: 1) UL in its "Fire Resistance Directory." C. Preinstallation Conference: Conduct conference at Project site. 1.7 PROJECT CONDITIONS A. Environmental Limitations: Do not install penetration firestopping when ambient or substrate temperatures are outside limits permitted by penetration firestopping manufacturers or when substrates are wet because of rain, frost, condensation, or other causes. B. Install and cure penetration firestopping per manufacturer's written instructions using natural means of ventilations or, where this is inadequate, forced-air circulation. 1.8 COORDINATION A. Coordinate construction of openings and penetrating items to ensure that penetration firestopping is installed according to specified requirements. B. Coordinate sizing of sleeves, openings, core-drilled holes, or cut openings to accommodate penetration firestopping. C. Notify Owner's testing agency at least seven days in advance of penetration firestopping installations; confirm dates and times on day preceding each series of installations. Tetra Tech PENETRATION FIRESTOPPING Architects & Engineers Project No. 08249-15002 07 84 13 / Page 3 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. A/D Fire Protection Systems Inc. 2. Grace Construction Products. 3. Hilti, Inc. 4. Johns Manville. 5. NUCO Inc. 6. RectorSeal Corporation. 7. Specified Technologies Inc. 8. 3M Fire Protection Products. 9. Tremco, Inc.; Tremco Fire Protection Systems Group. 2.2 PENETRATION FIRESTOPPING A. Provide penetration firestopping that is produced and installed to resist spread of fire according to requirements indicated, resist passage of smoke and other gases, and maintain original fireresistance rating of construction penetrated. Penetration firestopping systems shall be compatible with one another, with the substrates forming openings, and with penetrating items if any. Annular space is not to exceed 1 inch. B. Penetrations in Fire-Resistance-Rated Walls: Provide penetration firestopping with ratings determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0.01-inch wg. 1. Fire-resistance-rated walls include fire-barrier walls smoke-barrier walls and fire partitions. 2. F-Rating: Not less than the fire-resistance rating of constructions penetrated. C. Penetrations in Horizontal Assemblies: Provide penetration firestopping with ratings determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0.01-inch wg. 1. Horizontal assemblies include floors and floor/ceiling assemblies. 2. F-Rating: At least 1 hour, but not less than the fire-resistance rating of constructions penetrated. 3. T-Rating: At least 1 hour, but not less than the fire-resistance rating of constructions penetrated except for floor penetrations within the cavity of a wall. D. Penetrations in Smoke Barriers: Provide penetration firestopping with ratings determined per UL 1479. 1. L-Rating: Not exceeding 5.0 cfm/sq. ft. of penetration opening at 0.30-inch wg at both ambient and elevated temperatures. PENETRATION FIRESTOPPING Tetra Tech 07 84 13 / Page 4 Project No. 08249-15002 Architects & Engineers E. Exposed Penetration Firestopping: Provide products with flame-spread and smoke-developed indexes of less than 25 and 450, respectively, as determined per ASTM E 84. F. VOC Content: Penetration firestopping sealants and sealant primers shall comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24): 1. Sealants: 250 g/L. 2. Sealant Primers for Nonporous Substrates: 250 g/L. 3. Sealant Primers for Porous Substrates: 775 g/L. G. Low-Emitting Materials: Penetration firestopping sealants and sealant primers shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." H. Mold Resistance: Provide penetration firestopping products with mold and mildew resistance rating of 0 as determined by ASTM G21. I. Accessories: Provide components for each penetration firestopping system that are needed to install fill materials and to maintain ratings required. Use only those components specified by penetration firestopping manufacturer and approved by qualified testing and inspecting agency for firestopping indicated. 1. Permanent forming/damming/backing materials, including the following: a. Slag-wool-fiber or rock-wool-fiber insulation. b. Sealants used in combination with other forming/damming/backing materials to prevent leakage of fill materials in liquid state. c. Fire-rated form board. d. Fillers for sealants. 2. Temporary forming materials. 3. Substrate primers. 4. Collars. 5. Steel sleeves. 2.3 FILL MATERIALS A. Cast-in-Place Firestop Devices: Factory-assembled devices for use in cast-in-place concrete floors and consisting of an outer metallic sleeve lined with an intumescent strip, a radial extended flange attached to one end of the sleeve for fastening to concrete formwork, and a neoprene gasket. B. Latex Sealants: Single-component latex formulations that do not re-emulsify after cure during exposure to moisture. Tetra Tech PENETRATION FIRESTOPPING Architects & Engineers Project No. 08249-15002 07 84 13 / Page 5 C. Firestop Devices: Factory-assembled collars formed from galvanized steel and lined with intumescent material sized to fit specific diameter of penetrant. D. Intumescent Composite Sheets: Rigid panels consisting of aluminum-foil-faced elastomeric sheet bonded to galvanized-steel sheet. E. Intumescent Putties: Nonhardening dielectric, water-resistant putties containing no solvents, inorganic fibers, or silicone compounds. F. Intumescent Wrap Strips: Single-component intumescent elastomeric sheets with aluminum foil on one side. G. Mortars: Prepackaged dry mixes consisting of a blend of inorganic binders, hydraulic cement, fillers, and lightweight aggregate formulated for mixing with water at Project site to form a nonshrinking, homogeneous mortar. H. Pillows/Bags: Reusable heat-expanding pillows/bags consisting of glass-fiber cloth cases filled with a combination of mineral-fiber, water-insoluble expansion agents, and fire-retardant additives. Where exposed, cover openings with steel-reinforcing wire mesh to protect pillows/bags from being easily removed. I. Silicone Foams: Multicomponent, silicone-based liquid elastomers that, when mixed, expand and cure in place to produce a flexible, nonshrinking foam. J. Silicone Sealants: Single-component, silicone-based, neutral-curing elastomeric sealants of grade indicated below: 1. Grade: Pourable (self-leveling) formulation for openings in floors and other horizontal surfaces, and nonsag formulation for openings in vertical and sloped surfaces, unless indicated firestopping limits use of nonsag grade for both opening conditions. 2.4 MIXING A. For those products requiring mixing before application, comply with penetration firestopping manufacturer's written instructions for accurate proportioning of materials, water (if required), type of mixing equipment, selection of mixer speeds, mixing containers, mixing time, and other items or procedures needed to produce products of uniform quality with optimum performance characteristics for application indicated. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Installer present, for compliance with requirements for opening configurations, penetrating items, substrates, and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Beginning installation constitutes Contractor’s acceptance of substrates and conditions. PENETRATION FIRESTOPPING Tetra Tech 07 84 13 / Page 6 Project No. 08249-15002 Architects & Engineers 3.2 PREPARATION A. Surface Cleaning: Clean out openings immediately before installing penetration firestopping to comply with manufacturer's written instructions and with the following requirements: 1. Remove from surfaces of opening substrates and from penetrating items foreign materials that could interfere with adhesion of penetration firestopping. 2. Clean opening substrates and penetrating items to produce clean, sound surfaces capable of developing optimum bond with penetration firestopping. Remove loose particles remaining from cleaning operation. 3. Remove laitance and form-release agents from concrete. B. Priming: Prime substrates where recommended in writing by manufacturer using that manufacturer's recommended products and methods. Confine primers to areas of bond; do not allow spillage and migration onto exposed surfaces. C. Masking Tape: Use masking tape to prevent penetration firestopping from contacting adjoining surfaces that will remain exposed on completion of the Work and that would otherwise be permanently stained or damaged by such contact or by cleaning methods used to remove stains. Remove tape as soon as possible without disturbing firestopping's seal with substrates. 3.3 INSTALLATION A. General: Install penetration firestopping to comply with manufacturer's written installation instructions and published drawings for products and applications indicated. B. Install forming materials and other accessories of types required to support fill materials during their application and in the position needed to produce cross-sectional shapes and depths required to achieve fire ratings indicated. 1. After installing fill materials and allowing them to fully cure, remove combustible forming materials and other accessories not indicated as permanent components of firestopping. C. Install fill materials for firestopping by proven techniques to produce the following results: 1. Fill voids and cavities formed by openings, forming materials, accessories, and penetrating items as required to achieve fire-resistance ratings indicated. 2. Apply materials so they contact and adhere to substrates formed by openings and penetrating items. 3. For fill materials that will remain exposed after completing the Work, finish to produce smooth, uniform surfaces that are flush with adjoining finishes. Tetra Tech PENETRATION FIRESTOPPING Architects & Engineers Project No. 08249-15002 07 84 13 / Page 7 3.4 FIELD QUALITY CONTROL A. Owner will engage a qualified testing agency to perform tests and inspections. B. Where deficiencies are found or penetration firestopping is damaged or removed because of testing, repair or replace penetration firestopping to comply with requirements. C. Proceed with enclosing penetration firestopping with other construction only after inspection reports are issued and installations comply with requirements. 3.5 CLEANING AND PROTECTION A. Clean off excess fill materials adjacent to openings as the Work progresses by methods and with cleaning materials that are approved in writing by penetration firestopping manufacturers and that do not damage materials in which openings occur. B. Provide final protection and maintain conditions during and after installation that ensure that penetration firestopping is without damage or deterioration at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, immediately cut out and remove damaged or deteriorated penetration firestopping and install new materials to produce systems complying with specified requirements. 3.6 PENETRATION FIRESTOPPING SCHEDULE A. Where UL-classified systems are indicated, they refer to system numbers in UL's "Fire Resistance Directory" under product Category XHEZ. B. For each location where a fire-resistance-rated floor or wall assembly is penetrated, provide a UL-listed firestopping system selected from the applicable UL number range listed in the following chart that complies with this Section and is suitable for the penetration conditions indicated for the Project. PENETRATION FIRESTOPPING Tetra Tech 07 84 13 / Page 8 Project No. 08249-15002 Architects & Engineers END OF SECTION 07 84 13 Tetra Tech HOLLOW METAL DOORS AND FRAMES Architects & Engineers Project No. 08249-15002 08 11 13 / Page 1 SECTION 08 11 13 - HOLLOW METAL DOORS AND FRAMES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes hollow-metal work. 1.3 DEFINITIONS A. Minimum Thickness: Minimum thickness of base metal without coatings according to NAAMM-HMMA 803. 1.4 COORDINATION A. Coordinate anchorage installation for hollow-metal frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors. Deliver such items to Project site in time for installation. B. Coordinate requirements for installation of door hardware, electrified door hardware, and access control and security systems. 1.5 SUBMITTALS, GENERAL A. General: Submit all action submittals required by this Section concurrently. 1.6 ACTION SUBMITTALS A. Product Data: For each type of product. Include construction details, material descriptions, core descriptions, fire-resistance ratings, and finishes. 1. Interior doors and frames. B. Shop Drawings: Include the following: 1. Elevations of each door type. 2. Details of doors, including vertical- and horizontal-edge details and metal thicknesses. 3. Frame details for each frame type, including dimensioned profiles and metal thicknesses. 4. Locations of reinforcement and preparations for hardware. 5. Details of each different wall opening condition. 08 11 13 HOLLOW METAL DOORS AND FRAMES Tetra Tech 08 11 13 / Page 2 Project No. 08249-15002 Architects & Engineers 6. Details of anchorages, joints, field splices, and connections. 7. Details of accessories. C. Product Schedule: For hollow metal doors and frames, prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings. Coordinate with final Door Hardware Schedule. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver hollow-metal doors and frames palletized, packaged, or crated to provide protection during transit and Project-site storage. Do not use nonvented plastic. B. Store hollow-metal doors and frames vertically under cover at Project site with head up. Place on minimum 4-inch-high wood blocking. Provide minimum 1/4-inch space between each stacked door to permit air circulation. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Ceco Door Products; an Assa Abloy Group company. 2. Curries Company; an Assa Abloy Group company. 3. Pioneer Industries, Inc. 4. Steelcraft; an Allegion plc company. B. Source Limitations: Obtain hollow-metal work from single source from single manufacturer. 2.2 PERFORMANCE REQUIREMENTS A. Fire-Rated Assemblies: Complying with NFPA 80 and listed and labeled by a qualified testing agency acceptable to authorities having jurisdiction for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 10C. 2.3 INTERIOR DOORS AND FRAMES A. Construct interior doors and frames to comply with the standards indicated for materials, fabrication, hardware locations, hardware reinforcement, tolerances, and clearances, and as specified. B. Heavy-Duty Doors and Frames: SDI A250.8, Level 2; SDI A250.4, Level B, at all locations except corrosive environments. Tetra Tech HOLLOW METAL DOORS AND FRAMES Architects & Engineers Project No. 08249-15002 08 11 13 / Page 3 1. Doors: a. Type: As indicated in the Door and Frame Schedule. b. Thickness: 1-3/4 inches. c. Face: Uncoated, cold-rolled steel sheet, minimum thickness of 0.042 inch. d. Edge Construction: Model 2, Seamless, continuously welded with no visible seam. e. Steel-Stiffened Door Cores: Provide minimum thickness 0.026 inch, steel vertical stiffeners of same material as face sheets extending full-door height, with vertical webs spaced not more than 6 inches apart. Spot weld to face sheets no more than 5 inches o.c. Fill spaces between stiffeners with glass- or mineral-fiber insulation. f. Fire Door Cores: As required to provide fire-protection ratings indicated. g. Vertical Edges for Single-Acting Doors: Bevel edges 1/8 inch in 2 inches. h. Top Edge Closures: Close top edges of doors with inverted closures of same material as face sheets i. Bottom Edge Closures: Close bottom edges of doors with end closures or channels of same material as face sheets. 2. Frames: a. Materials: Uncoated steel sheet, minimum thickness of 0.053 inch for door openings 48 inches or less, or window frames; minimum thickness of 0.067 inch for door openings greater than 48 inches. b. Construction: Full profile welded in factory. c. Provide countersunk, flat or oval head exposed screws and bolts for exposed fasteners unless otherwise indicated. 3. Exposed Finish: Prime. 2.4 FRAME ANCHORS A. Jamb Anchors: 1. Type: Anchors of minimum size and type required by applicable door and frame standard and suitable for performance level indicated. 2. Quantity: Minimum of three anchors per jamb, with one additional anchor for frames with no floor anchor. Provide one additional anchor for each 24 inches of frame height above 7 feet. HOLLOW METAL DOORS AND FRAMES Tetra Tech 08 11 13 / Page 4 Project No. 08249-15002 Architects & Engineers 3. Postinstalled Expansion Anchor: Minimum 3/8-inch- diameter bolts with expansion shields or inserts with manufacturer’s standard pipe spacer. B. Material: ASTM A 879/A 879M, Commercial Steel (CS), 04Z coating designation; mill phosphatized. 2.5 MATERIALS A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable for exposed applications. B. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B; free of scale, pitting, or surface defects; pickled and oiled. C. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B. D. Frame Anchors: ASTM A 879/A 879M, Commercial Steel (CS), 04Z coating designation; mill phosphatized. E. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M. F. Grout: ASTM C 476, except with a maximum slump of 4 inches, as measured according to ASTM C 143/C 143M. G. Bituminous Coating: Cold-applied asphalt mastic, compounded for 15-mil dry film thickness per coat. Provide inert-type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities. 2.6 FABRICATION A. Fabricate hollow-metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for metal thickness. Where practical, fit and assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment. B. Hollow-Metal Doors: C. Hollow-Metal Frames: Where frames are fabricated in sections, provide alignment plates or angles at each joint, fabricated of metal of same or greater thickness as frames. 1. Grout Guards: Weld guards to frame at back of hardware mortises in frames to be grouted. 2. Jamb Anchors: Provide number and spacing of anchors as follows: a. Postinstalled Expansion Type: Locate anchors not more than 6 inches from top and bottom of frame. Space anchors not more than 26 inches o.c. Tetra Tech HOLLOW METAL DOORS AND FRAMES Architects & Engineers Project No. 08249-15002 08 11 13 / Page 5 3. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers as follows. Keep holes clear during construction. a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers. D. Hardware Preparation: Factory prepare hollow-metal work to receive templated mortised hardware include cutouts, reinforcement, mortising, drilling, and tapping according to SDI A250.6, the Door Hardware Schedule, and templates. 1. Reinforce doors and frames to receive nontemplated, mortised, and surface-mounted door hardware. 2. Comply with applicable requirements in BHMA A156.115 for preparation of hollowmetal work for hardware. 2.7 STEEL FINISHES A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer. 1. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer complying with SDI A250.10; recommended by primer manufacturer for substrate; compatible with substrate and field-applied coatings despite prolonged exposure. 2.8 ACCESSORIES A. Grout Guards: Formed from same material as frames, not less than 0.016 inch thick. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Examine roughing-in for embedded and built-in anchors to verify actual locations before frame installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. D. Beginning installation constitutes Contractor’s acceptance of substrates and conditions. 3.2 PREPARATION A. Remove shipping spreaders installed at factory. Restore exposed finish by grinding, filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed faces. B. Drill and tap doors and frames to receive nontemplated, mortised, and surface-mounted door hardware. HOLLOW METAL DOORS AND FRAMES Tetra Tech 08 11 13 / Page 6 Project No. 08249-15002 Architects & Engineers 3.3 INSTALLATION A. General: Install hollow-metal work plumb, rigid, properly aligned, and securely fastened in place. Comply with approved Shop Drawings and with manufacturer's written instructions. B. Hollow-Metal Frames: Install hollow-metal frames of size and profile indicated. Comply with SDI A250.11. 1. Set frames accurately in position; plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged. a. At fire-rated openings, install frames according to NFPA 80. b. Where frames are fabricated in sections, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. c. Install frames with removable stops located on secure side of opening. d. Install door silencers in frames before grouting. e. Remove temporary braces necessary for installation only after frames have been properly set and secured. f. Check plumb, square, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances. g. Field apply bituminous coating to backs of frames that will be filled with grout containing antifreezing agents. 2. In-Place Concrete or Masonry Construction: Secure frames in place with postinstalled expansion anchors. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces. 3. Installation Tolerances: Adjust hollow-metal frames for squareness, alignment, twist, and plumb to the following tolerances: a. Squareness: Plus or minus 1/16 inch, measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. b. Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of wall. c. Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. d. Plumbness: Plus or minus 1/16 inch, measured at jambs at floor. C. Hollow-Metal Doors: Fit and adjust hollow-metal doors accurately in frames, within clearances specified below. Shim as necessary. 1. Fire-Rated Doors: Install doors with clearances according to NFPA 80. Tetra Tech HOLLOW METAL DOORS AND FRAMES Architects & Engineers Project No. 08249-15002 08 11 13 / Page 7 3.4 ADJUSTING AND CLEANING A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including hollow-metal work that is warped, bowed, or otherwise unacceptable. B. Remove grout and other bonding material from hollow-metal work immediately after installation. C. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible air-drying, rust-inhibitive primer. END OF SECTION 08 11 13 Tetra Tech ACCESS DOORS AND FRAMES Architects & Engineers Project No. 08249-15002 08 31 13 / Page 1 SECTION 08 31 13 - ACCESS DOORS AND FRAMES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General Requirements and associated Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Access doors and frames for walls and ceilings. 1.3 SUBMITTALS, GENERAL A. General: Submit all action submittals required by this Section concurrently. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. Include construction details, fire ratings, materials, individual components and profiles, and finishes. 1. Flush access doors with concealed flanges (in plaster). 2. Fire-rated, flush access doors with exposed flanges. B. Product Schedule: Provide complete access door and frame schedule, including types, locations, sizes, latching or locking provisions, and other data pertinent to installation. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Fire-Rated Access Doors and Frames: Units complying with NFPA 80 that are identical to access door and frame assemblies tested for fire-test-response characteristics according to the following test method and that are listed and labeled by UL or another testing and inspecting agency acceptable to authorities having jurisdiction: 1. NFPA 252 or UL 10B for fire-rated access door assemblies installed vertically. 08 31 13 ACCESS DOORS AND FRAMES Tetra Tech 08 31 13 / Page 2 Project No. 08249-15002 Architects & Engineers 2.2 ACCESS DOORS AND FRAMES FOR WALLS AND CEILINGS A. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the products specified B. Source Limitations: Obtain each type of access door and frame from single source from single manufacturer. C. Flush Access Doors with Concealed Flanges (in Plaster): 1. Products: a. Karp Associates, Inc.; DSC-214PL. b. Milcor Inc.; K. 2. Assembly Description: Fabricate door to fit flush to frame. Provide frame with plaster beads for concealed flange installation. 3. Locations: Ceiling. 4. Door Size: as indicated on drawings. 5. Uncoated Steel Sheet for Door: Nominal 0.075 inch, 14 gage. a. Finish: Factory prime. 6. Frame Material: Same material as door; nominal 0.60 inch, 16 gage. 7. Hinges: Spring-loaded, concealed-pin type or continuous piano. 8. Latch: Cam latch operated by screwdriver with interior release. D. Fire-Rated, Flush Access Doors with Exposed Flanges: 1. Products: a. Karp Associates, Inc.; KRP-150FR. b. Milcor Inc.; UFR. 2. Assembly Description: Fabricate door to fit flush to frame, with a core of mineral-fiber insulation enclosed in sheet metal. Provide self-latching door with automatic closer and interior latch release. Provide manufacturer's standard-width exposed flange, proportional to door size. 3. Locations: Wall. 4. Door Size: as indicated on drawings. 5. Fire-Resistance Rating: Not less than 1-1/2 hours. Tetra Tech ACCESS DOORS AND FRAMES Architects & Engineers Project No. 08249-15002 08 31 13 / Page 3 6. Uncoated Steel Sheet for Door: Nominal 0.036 inch, 20 gage. a. Finish: Factory prime. 7. Frame Material: Same material and finish as door; nominal 0.060 inch, 16 gage. 8. Hinges: Continuous piano. 9. Latch: Self-latching bolt operated by ring turn with interior release. 2.3 MATERIALS A. Steel Sheet: Uncoated or electrolytic zinc coated, ASTM A 879/A 879M, with cold-rolled steel sheet substrate complying with ASTM A 1008/A 1008M, Commercial Steel (CS), exposed. B. Stainless-Steel Sheet, Strip, Plate, and Flat Bars: ASTM A 666, Type 304. Remove tool and die marks and stretch lines or blend into finish. 2.4 FABRICATION A. General: Provide access door and frame assemblies manufactured as integral units ready for installation. B. Metal Surfaces: For metal surfaces exposed to view in the completed Work, provide materials with smooth, flat surfaces without blemishes. Do not use materials with exposed pitting, seam marks, roller marks, rolled trade names, or roughness. C. Doors and Frames: Grind exposed welds smooth and flush with adjacent surfaces. Furnish attachment devices and fasteners of type required to secure access doors to types of supports indicated. 1. For concealed flanges with drywall bead, provide edge trim for gypsum board securely attached to perimeter of frames. 2. For concealed flanges with plaster bead for full-bed plaster applications, provide zinccoated expanded metal lath and exposed casing bead welded to perimeter of frames. 3. Provide mounting holes in frames for attachment of units to metal or wood framing. 4. Provide mounting holes in frame for attachment of masonry anchors. D. Recessed Access Doors: Form face of panel to provide recess for application of applied finish. Reinforce panel as required to prevent buckling. 1. For recessed doors with plaster infill, provide self-furring expanded metal lath attached to door panel. E. Latching Mechanisms: Furnish number required to hold doors in flush, smooth plane when closed. ACCESS DOORS AND FRAMES Tetra Tech 08 31 13 / Page 4 Project No. 08249-15002 Architects & Engineers 2.5 FINISHES A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. D. Steel and Metallic-Coated-Steel Finishes: 1. Factory Prime: Apply manufacturer's standard, fast-curing, lead- and chromate-free, universal primer immediately after surface preparation and pretreatment. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Beginning installation constitutes Contractor’s acceptance of substrates and conditions. 3.2 INSTALLATION A. Comply with manufacturer's written instructions for installing access doors and frames. B. Install doors flush with adjacent finish surfaces or recessed to receive finish material. 3.3 ADJUSTING A. Adjust doors and hardware, after installation, for proper operation. B. Remove and replace doors and frames that are warped, bowed, or otherwise damaged. END OF SECTION 08 31 13 Tetra Tech FLOOR DOORS Architects & Engineers Project No. 08249-15002 08 34 83 / Page 1 SECTION 08 34 83 - FLOOR DOORS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes floor doors. B. Related Requirements: 1. Section 08 31 13 "Access Doors and Frames" for wall- and ceiling-mounted access doors and frames. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Include construction details, fire ratings, materials, individual components and profiles, and finishes. B. Product Schedule: For floor doors. PART 2 - PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Fire-Rated Floor Doors: Assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency according to NFPA 288. 2.2 STEEL FLOOR DOORS A. Fire-Rated Steel Floor Door: 1. Similar to “Fire Rated Floor Door Type FR” by Bilco 2. Frame: Hot-dip galvanized steel, angle profile. 08 34 83 FLOOR DOORS Tetra Tech 08 34 83 / Page 2 Project No. 08249-15002 Architects & Engineers 3. Door: Size and configuration to match existing; manufacturer's standard thickness, diamond pattern; hot-dip galvanized steel plate; with manufacturer's standard heatresistant insulation and fire-rated gasket. 4. Loading Capacity: 300-lbf/sq. ft. pedestrian live load. 5. Insulation: Manufacturer's standard, with liner pan. 6. Hardware: a. Material and Finish: Manufacturer's standard. b. Hinges: Heavy-duty butt hinges with stainless-steel pins. c. Operating Mechanism: Heavy-duty hold-open arm that automatically locks door open at 90 degrees with fusible-link to automatically close door in event of fire, release handle with vinyl grip that allows for one-handed closure, adjustable counterbalancing springs, and recessed lift handle. d. Latch: Stainless-steel slam latch. e. Lock: Latch with removable handle; Keyed deadbolt lock; Hasp and staple. 7. Fire-Resistance Rating: Not less than 1-1/2 hours. B. Safety Accessories: Safety telescoping safety post. 2.3 MATERIALS A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. B. Rolled-Steel Floor Plate: ASTM A 786/A 786M, rolled from plate complying with ASTM A 36/A 36M or ASTM A 283/A 283M, Grade C or D. C. Steel Sheet: Uncoated or electrolytic zinc coated, ASTM A 879/A 879M, with cold-rolled steel sheet substrate complying with ASTM A 1008/A 1008M, Commercial Steel (CS), exposed. D. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B; with minimum G60 or A60 metallic coating. E. Rolled-Stainless-Steel Floor Plate: ASTM A 793, manufacturer's standard finish. F. Stainless-Steel Sheet, Strip, Plate, and Flat Bars: ASTM A 666. Remove tool and die marks and stretch lines, or blend into finish. G. Frame Anchors: Same material as door face. H. Inserts, Bolts, and Anchor Fasteners: Hot-dip galvanized steel according to ASTM A 153/A 153M or ASTM F 2329. 2.4 FABRICATION A. General: Provide floor doors manufactured as integral units ready for installation. B. Metal Surfaces: For metal surfaces exposed to view in the completed Work, provide materials with smooth, flat surfaces without blemishes. Do not use materials with exposed pitting, seam marks, roller marks, rolled trade names, or roughness. Tetra Tech FLOOR DOORS Architects & Engineers Project No. 08249-15002 08 34 83 / Page 3 C. Grind exposed welds smooth and flush with adjacent surfaces. Furnish attachment devices and fasteners of type required to secure floor doors to types of supports indicated. D. Latching Mechanisms: Furnish number required to hold doors in flush, smooth plane when closed. 1. For cylinder locks, furnish two keys per lock and key all locks alike. 2. For recessed panel doors, provide access sleeves for each locking device. Furnish plastic grommets and install in holes cut through finish. 2.5 FINISHES A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. D. Hot-dip galvanize items as indicated to comply with ASTM A 153/A 153M for steel and iron hardware and with ASTM A 123/A 123M for other steel and iron products. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Comply with manufacturer's written instructions for installing floor doors. B. Apply intumescent fireproofing to underside of floor door cover to minimum thickness required by intumescent fireproofing manufacturer for fire rating indicated. 3.3 ADJUSTING A. Adjust doors and hardware, after installation, for proper operation. END OF SECTION 08 34 83 Tetra Tech DOOR HARDWARE Architects & Engineers Project No. 08249-15002 08 71 00 / Page 1 SECTION 08 71 00 - DOOR HARDWARE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes: 1. Mechanical door hardware for the following: a. Swinging doors. 2. Cylinders for door hardware specified in other Sections. 1.3 SUBMITTALS, GENERAL A. General: Submit all action submittals (except Samples for Verification) and informational submittals required by this Section concurrently. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product indicated. Include construction and installation details, material descriptions, dimensions of individual components and profiles, and finishes. 1. Hinges. 2. Exit devices and auxiliary items. 3. Lock cylinders. 4. Surface closers. 5. Wall- and floor-mounted stops. 6. Door gasketing. 7. Auxiliary hardware. B. Shop Drawings. C. Samples for Verification: For exposed door hardware of each type required, in each finish specified, prepared on Samples of size indicated below. Tag Samples with full description for coordination with the door hardware schedule. 1. Sample Size: Full-size units or minimum 2-by-4-inch Samples for sheet and 4-inch long Samples for other products. 08 71 00 DOOR HARDWARE Tetra Tech 08 71 00 / Page 2 Project No. 08249-15002 Architects & Engineers D. Door Hardware Schedule: Prepared by or under the supervision of Installer, detailing fabrication and assembly of door hardware, as well as installation procedures and diagrams. Coordinate final door hardware schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware. 1. Format: Use same scheduling sequence and format and use same door numbers as in the Contract Documents. 2. Content: Include the following information: a. Identification number, location, hand, fire rating, size, and material of each door and frame. b. Locations of each door hardware set, cross-referenced to Drawings on floor plans and to door and frame schedule. c. Complete designations, including name and manufacturer, type, style, function, size, quantity, function, and finish of each door hardware product. d. Description of electrified door hardware sequences of operation and interfaces with other building control systems. e. Fastenings and other pertinent information. f. Explanation of abbreviations, symbols, and codes contained in schedule. g. Mounting locations for door hardware. E. Keying Schedule: Prepared by or under the supervision of Installer, detailing Owner's final keying instructions for locks. Include schematic keying diagram and index each key set to unique door designations that are coordinated with the Contract Documents. F. Warranty: Sample of special warranty specified in this Section. 1.5 CLOSEOUT SUBMITTALS A. Maintenance Data: For each type of door hardware to include in maintenance manuals. Include final hardware and keying schedule. B. Warranty: Executed special warranty specified in this Section. 1.6 QUALITY ASSURANCE A. Installer Qualifications: Supplier of products and an employer of workers trained and approved by product manufacturers and an Architectural Hardware Consultant who is available during the course of the Work to consult with Contractor, Architect, and Owner about door hardware and keying. 1. Scheduling Responsibility: Preparation of door hardware and keying schedules. B. Source Limitations: Obtain each type of door hardware from a single manufacturer. C. Fire-Rated Door Assemblies: Where fire-rated door assemblies are indicated, provide door hardware rated for use in assemblies complying with NFPA 80 that are listed and labeled by a qualified testing agency, for fire-protection ratings indicated, based on testing at positive pressure according to NFPA 252 or UL 10C, unless otherwise indicated. Tetra Tech DOOR HARDWARE Architects & Engineers Project No. 08249-15002 08 71 00 / Page 3 D. Means of Egress Doors: Latches do not require more than 15 lbf to release the latch. Locks do not require use of a key, tool, or special knowledge for operation. E. Accessibility Requirements: For door hardware on doors in an accessible route, comply with the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines, ICC/ANSI A117.1 and building code in effect for Project. 1. Provide operating devices that do not require tight grasping, pinching, or twisting of the wrist and that operate with a force of not more than 5 lbf. 2. Comply with the following maximum opening-force requirements: a. Fire Doors: Minimum opening force allowable by authorities having jurisdiction. 3. Bevel raised thresholds with a slope of not more than 1:2. Provide thresholds not more than 1/2 inch high. 4. Adjust door closer sweep periods so that, from an open position of 70 degrees, the door will take at least 3 seconds to move to a point 3 inches from the latch, measured to the leading edge of the door. 1.7 DELIVERY, STORAGE, AND HANDLING A. Inventory door hardware on receipt and provide secure lock-up for door hardware delivered to Project site. B. Tag each item or package separately with identification coordinated with the final door hardware schedule, and include installation instructions, templates, and necessary fasteners with each item or package. 1.8 COORDINATION A. Installation Templates: Distribute for doors, frames, and other work specified to be factory prepared. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing door hardware to comply with indicated requirements. B. Existing Openings: Where hardware components are scheduled for application to existing construction or where modifications to existing door hardware are required, field verify existing conditions and coordinate installation of door hardware to suit opening conditions and to provide proper door operation. 1.9 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period. DOOR HARDWARE Tetra Tech 08 71 00 / Page 4 Project No. 08249-15002 Architects & Engineers 1. Failures include, but are not limited to, the following: a. Structural failures including excessive deflection, cracking, or breakage. b. Faulty operation of doors and door hardware. c. Deterioration of metals, metal finishes, and other materials beyond normal weathering and use. 2. Warranty Period: Three years from date of Substantial Completion, unless otherwise indicated. a. Exit Devices: Two years from date of Substantial Completion. b. Manual Closers: 10 years from date of Substantial Completion. 1.10 MAINTENANCE SERVICE A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and maintenance instructions for Owner's continued adjustment, maintenance, and removal and replacement of door hardware. PART 2 - PRODUCTS 2.1 SCHEDULED DOOR HARDWARE A. Provide door hardware for each door as scheduled in Part 3 "Door Hardware Schedule" Article to comply with requirements in this Section. 1. Door Hardware Sets: Provide quantity, item, size, finish or color indicated, and named manufacturers' products or products equivalent in function and comparable in quality to named products. B. Designations: Requirements for design, grade, function, finish, size, and other distinctive qualities of each type of door hardware are indicated in Part 3 "Door Hardware Schedule" Article. Products are identified by using door hardware designations, as follows: 1. Named Manufacturers' Products: Manufacturer and product designation are listed for each door hardware type required for the purpose of establishing minimum requirements. Manufacturers' names are abbreviated in Part 3 "Door Hardware Schedule" Article. 2. References to BHMA Designations: Provide products complying with these designations and requirements for description, quality, and function. 2.2 HINGES A. Hinges: BHMA A156.1. Provide template-produced hinges for hinges installed on hollowmetal doors and hollow-metal frames. Tetra Tech DOOR HARDWARE Architects & Engineers Project No. 08249-15002 08 71 00 / Page 5 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Hager Companies. b. McKinney Products Company; an ASSA ABLOY Group company. c. Stanley Commercial Hardware; Div. of The Stanley Works. 2.3 MECHANICAL LOCKS AND LATCHES A. Mortise Locks: BHMA A156.13; Operational and Security Grade 1; stamped steel case with steel or brass parts; Series 1000. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Best Access Systems; Div. of Stanley Security Solutions, Inc. b. Corbin Russwin Architectural Hardware; an ASSA ABLOY Group company. c. SARGENT Manufacturing Company; an ASSA ABLOY Group company. d. Schlage Commercial Lock Division; an Ingersoll-Rand company. 2.4 EXIT DEVICES AND AUXILIARY ITEMS A. Exit Devices and Auxiliary Items: BHMA A156.3. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Corbin Russwin Architectural Hardware; an ASSA ABLOY Group company. b. DORMA Architectural Hardware; Member of The DORMA Group North America. c. Precision Hardware, Inc.; Division of Stanley Security Solutions, Inc. d. SARGENT Manufacturing Company; an ASSA ABLOY Group company. e. Von Duprin; an Ingersoll-Rand company. 2.5 LOCK CYLINDERS A. Lock Cylinders: Tumbler type, constructed from brass or bronze, stainless steel, or nickel silver. 1. Manufacturers: Type size and manufacture to match existing and work with existing master key system. DOOR HARDWARE Tetra Tech 08 71 00 / Page 6 Project No. 08249-15002 Architects & Engineers 2.6 KEYING A. Keying System: Factory registered, complying with guidelines in BHMA A156.28, Appendix A. Incorporate decisions made in keying conference. B. Keys: Nickel silver. 1. Stamping: Permanently inscribe each key with a visual key control number and include the following notation: a. Notation: "DO NOT DUPLICATE." 2. Quantity: Provide three keys. 2.7 SURFACE CLOSERS A. Surface Closers: BHMA A156.4; rack-and-pinion hydraulic type with adjustable sweep and latch speeds controlled by key-operated valves and forged-steel main arm. Comply with manufacturer's written recommendations for size of door closers depending on size of door, exposure to weather, and anticipated frequency of use. Provide factory-sized closers, adjustable to meet field conditions and requirements for opening force. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Corbin Russwin Architectural Hardware; an ASSA ABLOY Group company. b. DORMA Architectural Hardware; Member of The DORMA Group North America. c. LCN Closers; an Ingersoll-Rand company. d. Norton Door Controls; an ASSA ABLOY Group company. e. SARGENT Manufacturing Company; an ASSA ABLOY Group company. 2.8 MECHANICAL STOPS AND HOLDERS A. Wall- and Floor-Mounted Stops: BHMA A156.16; polished cast brass, bronze, or aluminum base metal. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Hager Companies. b. IVES Hardware; an Ingersoll-Rand company. c. Rockwood Manufacturing Company. d. Stanley Commercial Hardware; Div. of The Stanley Works. Tetra Tech DOOR HARDWARE Architects & Engineers Project No. 08249-15002 08 71 00 / Page 7 2.9 DOOR GASKETING A. Door Gasketing: BHMA A156.22; air leakage not to exceed 0.50 cfm per foot of crack length for gasketing other than for smoke control, as tested according to ASTM E 283; with resilient or flexible seal strips that are easily replaceable and readily available from stocks maintained by manufacturer. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. National Guard Products. b. Pemko Manufacturing Co.; an ASSA ABLOY Group company. c. Reese Enterprises, Inc. d. Zero International. 2.10 AUXILIARY DOOR HARDWARE A. Auxiliary Hardware: BHMA A156.16. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Hager Companies. b. IVES Hardware; an Ingersoll-Rand company. c. Rockwood Manufacturing Company. 2.11 FABRICATION A. Manufacturer's Nameplate: Do not provide products that have manufacturer's name or trade name displayed in a visible location except in conjunction with required fire-rated labels and as otherwise approved by Architect. 1. Manufacturer's identification is permitted on rim of lock cylinders only. B. Base Metals: Produce door hardware units of base metal indicated, fabricated by forming method indicated, using manufacturer's standard metal alloy, composition, temper, and hardness. Furnish metals of a quality equal to or greater than that of specified door hardware units and BHMA A156.18. C. Fasteners: Provide door hardware manufactured to comply with published templates prepared for machine, wood, and sheet metal screws. Provide screws that comply with commercially recognized industry standards for application intended, except aluminum fasteners are not permitted. Provide Phillips flat-head screws with finished heads to match surface of door hardware, unless otherwise indicated. DOOR HARDWARE Tetra Tech 08 71 00 / Page 8 Project No. 08249-15002 Architects & Engineers 1. Concealed Fasteners: For door hardware units that are exposed when door is closed, except for units already specified with concealed fasteners. Do not use through bolts for installation where bolt head or nut on opposite face is exposed unless it is the only means of securely attaching the door hardware. Where through bolts are used on hollow door and frame construction, provide sleeves for each through bolt. 2. Fire-Rated Applications: a. Wood or Machine Screws: For the following: 1) Hinges mortised to doors or frames. 2) Strike plates to frames. 3) Closers to doors and frames. b. Steel Through Bolts: For the following unless door blocking is provided: 1) Surface hinges to doors. 2) Closers to doors and frames. 3) Surface-mounted exit devices. 3. Spacers or Sex Bolts: For through bolting of hollow-metal doors. 4. Gasketing Fasteners: Provide noncorrosive fasteners for exterior applications and elsewhere as indicated. 2.12 FINISHES A. Provide finishes complying with BHMA A156.18 as indicated in door hardware schedule. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine doors and frames, with Installer present, for compliance with requirements for installation tolerances, labeled fire-rated door assembly construction, wall and floor construction, and other conditions affecting performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Beginning installation constitutes Contractor’s acceptance of substrates and conditions. Tetra Tech DOOR HARDWARE Architects & Engineers Project No. 08249-15002 08 71 00 / Page 9 3.2 PREPARATION A. Steel Doors and Frames: For surface applied door hardware, drill and tap doors and frames according to ANSI/SDI A250.6. 3.3 INSTALLATION A. Mounting Heights: Mount door hardware units at heights to comply with the following unless otherwise indicated or required to comply with governing regulations. 1. Custom Steel Doors and Frames: HMMA 831. 2. Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for Wood Flush Doors." B. Install each door hardware item to comply with manufacturer's written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work specified in Division 09 Sections. Do not install surface-mounted items until finishes have been completed on substrates involved. 1. Set units level, plumb, and true to line and location. Adjust and reinforce attachment substrates as necessary for proper installation and operation. 2. Drill and countersink units that are not factory prepared for anchorage fasteners. Space fasteners and anchors according to industry standards. C. Hinges: Install types and in quantities indicated in door hardware schedule but not fewer than the number recommended by manufacturer for application indicated or one hinge for every 30 inches of door height, whichever is more stringent. D. Lock Cylinders: Install construction cores to secure building and areas during construction period. 1. Replace construction cores with permanent cores as indicated in keying schedule. E. Key Control System: Tag keys and place them on markers and hooks in key control system cabinet, as determined by final keying schedule. F. Stops: Provide wall stops for doors unless other type stops are indicated in door hardware schedule. Do not mount floor stops where they will impede traffic. G. Perimeter Gasketing: Apply to head and jamb, forming seal between door and frame. 3.4 ADJUSTING A. Initial Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements. DOOR HARDWARE Tetra Tech 08 71 00 / Page 10 Project No. 08249-15002 Architects & Engineers 1. Door Closers: Adjust sweep period to comply with accessibility requirements and requirements of authorities having jurisdiction. B. Occupancy Adjustment: Approximately six months after date of Substantial Completion, Installer's Architectural Hardware Consultant shall examine and readjust each item of door hardware, including adjusting operating forces, as necessary to ensure function of doors, door hardware, and electrified door hardware. 3.5 CLEANING AND PROTECTION A. Clean adjacent surfaces soiled by door hardware installation. B. Clean operating items as necessary to restore proper function and finish. C. Provide final protection and maintain conditions that ensure that door hardware is without damage or deterioration at time of Substantial Completion. 3.6 DEMONSTRATION A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain door hardware and door hardware finishes. Refer to Division 01 Section "Demonstration and Training." 3.7 DOOR HARDWARE SCHEDULE Door Hardware Set. 3’-0” x 7’-2” x 1-3/4” HM door, HM frame;180 minute rating; each opening to have the following: Qty. Item Product Finish Manufacturer 3 ea Hinges QH CB1900R 4 ½ 4 ½ 639 ST 1 ea Fire Exit Device 9875L-06 630AM VO 1 ea Cylinder Match Existing 626 Match 1 ea Closer 4011 REG 689 LC 1 set Gasketing 2525B NA 1 ea Wall Bumper 1270CV 626 TR END OF SECTION 08 71 00 Tetra Tech NON-STRUCTURAL METAL FRAMING Architects & Engineers Project No. 08249-15002 09 22 16 / Page 1 SECTION 09 22 16 - NON-STRUCTURAL METAL FRAMING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General Requirements and associated Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Non-load-bearing steel framing systems for interior gypsum board and plaster assemblies. 1.3 SUBMITTALS, GENERAL A. General: Submit all action submittals required by this Section concurrently. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. 1. Studs and runners. 2. Fasteners for metal framing. 1.5 INFORMATIONAL SUBMITTALS A. Qualification Data: For manufacturer and installer. 1. Submit documentation or certification of each requirement. 1.6 QUALITY ASSURANCE A. Preinstallation Conference: Conduct conference at Project site. B. Installer Qualifications: 1. At least 10 completed projects of similar size and scope. 2. Installation to meet ASTM C754. 09 22 16 NON-STRUCTURAL METAL FRAMING Tetra Tech 09 22 16 / Page 2 Project No. 08249-15002 Architects & Engineers PART 2 - PRODUCTS 2.1 DESCRIPTION A. Recycled Content of Steel Products: Postconsumer recycled content plus one-half of preconsumer recycled content not less than 25 percent. 2.2 FRAMING SYSTEMS A. Recycled Content of Steel Products: Postconsumer recycled content plus one-half of preconsumer recycled content not less than 25 percent. B. Framing Members, General: Comply with ASTM C 754 for conditions indicated. 1. Steel Sheet Components: Comply with ASTM C 645 requirements for metal unless otherwise indicated. 2. Protective Coating: ASTM A 653/A 653M, G40, hot-dip galvanized, unless otherwise indicated. C. Studs and Runners: ASTM C 645. 1. Steel Studs and Runners: a. Minimum Base-Metal Thickness: 0.033 inch. b. Depth: As indicated on Drawings. D. Steel Track: Manufacturer’s standard U-shaped steel track, of web depths indicated, unpunched, with straight flanges and as follows: 1. Minimum Base-Metal Thickness: 0.033 inch. 2. Minimum Flange Width: 1-1/4 inches. E. Cold-Rolled Channel Bridging: Steel, 0.053-inch minimum base-metal thickness, with minimum 1/2-inch- wide flanges. 1. Depth: 1-1/2 inches. 2. Clip Angle: Not less than 1-1/2 by 1-1/2 inches, 0.068-inch-thick, galvanized steel. 2.3 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards. 1. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties required to fasten steel members to substrates. Including but not limited to the following: a. Mechanical Fasteners: ASTM C 1513, corrosion-resistant-coated, self-drilling, self-tapping, steel drill screws. Tetra Tech NON-STRUCTURAL METAL FRAMING Architects & Engineers Project No. 08249-15002 09 22 16 / Page 3 b. Power-Actuated Anchors: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with allowable load capacities calculated according to ICC-ES AC70, greater than or equal to the design load, as determined by testing per ASTM E 1190 conducted by a qualified testing agency. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas and substrates, with Installer present, and including welded hollow-metal frames, cast-in anchors, and structural framing, for compliance with requirements and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Beginning installation constitutes Contractor’s acceptance of substrates and conditions. 3.2 INSTALLATION, GENERAL A. Installation Standard: ASTM C 754, except comply with framing sizes and spacing indicated. 1. Gypsum Veneer Plaster Assemblies: Also comply with requirements in ASTM C 844 that apply to framing installation. B. Install supplementary framing, and blocking to support fixtures, equipment services, heavy trim, grab bars, toilet accessories, furnishings, or similar construction. C. Install bracing at terminations in assemblies. D. Do not bridge building control and expansion joints with non-load-bearing steel framing members. Frame both sides of joints independently. 3.3 INSTALLING FRAMED ASSEMBLIES A. Install studs so flanges within framing system point in same direction. 1. Space studs as follows: a. Single-Layer Application: 16 inches o.c. unless otherwise indicated. b. Multilayer Application: 16 inches o.c. unless otherwise indicated. NON-STRUCTURAL METAL FRAMING Tetra Tech 09 22 16 / Page 4 Project No. 08249-15002 Architects & Engineers B. Install tracks (runners) at floors and overhead supports. Extend framing full height to structural supports or substrates above suspended ceilings. Continue framing around ducts penetrating partitions above ceiling. 1. Other Framed Openings: Frame openings other than door openings the same as required for door openings unless otherwise indicated. Install framing below sills of openings to match framing required above door heads. C. Installation Tolerance: Install each framing member so fastening surfaces vary not more than 1/8 inch from the plane formed by faces of adjacent framing. END OF SECTION 09 22 16 Tetra Tech GYPSUM VENEER PLASTERING Architects & Engineers Project No. 08249-15002 09 26 13 / Page 1 SECTION 09 26 13 - GYPSUM VENEER PLASTERING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General Requirements and associated Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Gypsum veneer plaster and gypsum base for veneer plaster. 1.3 SUBMITTALS, GENERAL A. General: Submit all action submittals required by this Section concurrently. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product. 1. High-strength, two-component, gypsum veneer plaster. 2. Gypsum base for veneer plaster, type X. 3. Backing panels for multilayer application. 4. Standard trim. 5. Joint tape. 6. Embedding material for joint tape. 7. Steel drill screws. 8. Sound attenuation blankets. 9. Acoustical joint sealant. 1.5 QUALITY ASSURANCE A. Preinstallation Conference: Conduct conference at Project site. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver materials in original packages, containers, and bundles bearing brand name and identification of manufacturer or supplier. B. Store materials inside under cover and keep them dry and protected against damage from weather, direct sunlight, surface contamination, corrosion, construction traffic, and other causes. C. Stack panels flat on leveled supports off floor or slab to prevent sagging. 09 26 13 GYPSUM VENEER PLASTERING Tetra Tech 09 26 13 / Page 2 Project No. 08249-15002 Architects & Engineers 1.7 FIELD CONDITIONS A. Environmental Limitations: Comply with ASTM C 843 requirements or gypsum veneer plaster manufacturer's written recommendations, whichever are more stringent. B. Room Temperatures: Maintain not less than 55 deg F or more than 80 deg F for seven days before application of gypsum base and gypsum veneer plaster, continuously during application, and after application until veneer plaster is dry. C. Avoid conditions that result in gypsum veneer plaster drying too rapidly. 1. Distribute heat evenly; prevent concentrated or uneven heat on veneer plaster. 2. Maintain relative humidity levels, for prevailing ambient temperature, that produce normal drying conditions. 3. Ventilate building spaces in a manner that prevents drafts of air from contacting surfaces during veneer plaster application until it is dry. D. Do not install panels that are wet, moisture damaged, or mold damaged. 1. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, and irregular shape. 2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. PART 2 - PRODUCTS 2.1 GYPSUM VENEER PLASTER A. High-Strength, Two-Component Gypsum Veneer Plaster: ASTM C 587, ready-mixed, basecoat plaster and smooth finish-coat veneer plaster containing mill-mixed, fine silica sand; with a compressive strength of 3000 psi when tested according to ASTM C 472. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. USG Corporation: 1) Base Coat: Imperial Basecoat Plaster. 2) Smooth Finish Coat: Imperial Finish Plaster. 2.2 PANEL PRODUCTS A. Panel Size: Provide in maximum lengths and widths available that will minimize joints in each area and that correspond with support system indicated. Tetra Tech GYPSUM VENEER PLASTERING Architects & Engineers Project No. 08249-15002 09 26 13 / Page 3 B. Gypsum Base for Veneer Plaster, Type X: ASTM C 1396/C 1396M. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. CertainTeed Corp.; ProRoc Veneer Plaster Base, Type X. b. National Gypsum Company; Kal-Core Fire-Shield, Type X. c. USG Corporation; Imperial Firecode Gypsum Base. 2. Thickness: 5/8 inch. 2.3 TRIM ACCESSORIES A. Standard Trim: ASTM C 1047, provided or approved by manufacturer for use in gypsum veneer plaster applications indicated. 1. Material: Galvanized-steel sheet or aluminum-coated steel sheet or rolled zinc. 2. Shapes: a. Cornerbead. b. U-Bead: J-shaped; exposed short flange does not receive veneer plaster. 2.4 JOINT REINFORCING MATERIALS A. General: Comply with joint strength requirements in ASTM C 587 and with gypsum veneer plaster manufacturer's written recommendations for each application indicated. B. Joint Tape: 1. Gypsum Base for Veneer Plaster: As recommended by gypsum veneer plaster manufacturer for applications indicated. C. Embedding Material for Joint Tape: 1. Gypsum Base for Veneer Plaster: As recommended by gypsum veneer plaster manufacturer for use with joint-tape material and gypsum veneer plaster applications indicated. 2.5 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced product standards and manufacturer's written recommendations. B. Steel Drill Screws: ASTM C 1002 unless otherwise indicated. 1. Use screws complying with ASTM C 954 for fastening panels to steel members from 0.033 to 0.112 inch thick. GYPSUM VENEER PLASTERING Tetra Tech 09 26 13 / Page 4 Project No. 08249-15002 Architects & Engineers PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. B. Examine panels before installation. Reject panels that are wet, moisture damaged, or mold damaged. C. Proceed with installation only after unsatisfactory conditions have been corrected. D. Beginning installation constitutes Contractor’s acceptance of substrates and conditions. 3.2 PRE-ENCLOSURE REVIEW A. Notify Architect prior to applying panels to allow observation of framing installation, including supplementary framing and blocking. 3.3 INSTALLING PANELS, GENERAL A. Gypsum Base for Veneer Plaster: Apply according to ASTM C 844 unless manufacturer's written recommendations are more stringent. 1. Do not allow gypsum base to degrade from exposure to sunlight, as evidenced by fading of paper facing. 2. Erection Tolerance: No more than 1/16-inch offsets between planes of gypsum base panels, and 1/8 inch in 8 feet noncumulative, for level, plumb, warp, and bow. B. Install ceiling panels across framing to minimize the number of abutting end joints and to avoid abutting end joints in the central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. C. Install panels with face side out. Butt panels together for a light contact at edges and ends with not more than 1/16 inch of open space between panels. Do not force into place. D. Locate edge and end joints over supports, except in ceiling applications where intermediate supports or back-blocking is provided behind end joints. Do not place tapered edges against cut edges or ends. Stagger vertical joints on opposite sides of partitions. Do not locate joints, other than control joints, at corners of framed openings. E. Attach panels to studs so leading edge or end of each panel is attached to open (unsupported) edges of stud flanges first. F. Attach panels to framing provided at openings and cutouts. G. Form control joints with space between edges of adjoining panels. H. Wood Framing: Install panels over wood framing, with "floating" internal corner construction. Do not attach panels across the flat grain of wide-dimension lumber, including floor joists and headers. "Float" panels over these members or provide control joints to counteract wood shrinkage. Tetra Tech GYPSUM VENEER PLASTERING Architects & Engineers Project No. 08249-15002 09 26 13 / Page 5 I. Fastener Spacing: Comply with ASTM C 844, manufacturer's written recommendations, and fire-resistance-rating requirements. 1. Space screws a maximum of 12 inches o.c. along framing members for wall or ceiling application. 3.4 INSTALLING PANELS A. Install panels for veneer plaster in locations indicated on Drawings. B. Single-Layer Application: 1. On ceilings, apply gypsum base panels before wall panels, to the greatest extent possible and at right angles to framing unless otherwise indicated. C. Fasteners: Drive fasteners flush with gypsum base surface. Do not overdrive fasteners or cause surface depressions. D. Single-Layer Fastening Methods: Apply gypsum base panels to supports with steel drill screws. 3.5 INSTALLING TRIM ACCESSORIES A. General: Install trim with back flanges intended for fasteners, and attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. B. Trim: Install in the following locations: 1. Cornerbead: Use at outside corners unless otherwise indicated. 2. U-Bead: Use at exposed panel edges. 3.6 INSTALLING JOINT REINFORCEMENT A. Gypsum Base: Reinforce interior angles and flat joints with joint tape and embedding material to comply with ASTM C 843 and with gypsum veneer plaster manufacturer's written recommendations. 3.7 GYPSUM VENEER PLASTERING A. Gypsum Veneer Plaster Mixing: Mechanically mix gypsum veneer plaster materials to comply with ASTM C 843 and with gypsum veneer plaster manufacturer's written recommendations. B. Gypsum Veneer Plaster Application: Comply with ASTM C 843 and with veneer plaster manufacturer's written recommendations. GYPSUM VENEER PLASTERING Tetra Tech 09 26 13 / Page 6 Project No. 08249-15002 Architects & Engineers 1. Two-Component Gypsum Veneer Plaster: a. Base Coat: Hand trowel or machine apply base coat over substrate to a uniform thickness of 1/16 to 3/32 inch. Fill all voids and imperfections. b. Finish Coat: Trowel apply finish-coat plaster over base-coat plaster to a uniform thickness of 1/16 to 3/32 inch. 2. Where gypsum veneer plaster abuts only metal door frames, windows, and other units, groove finish coat to eliminate spalling. 3. Do not apply veneer plaster to gypsum base if paper facing has degraded from exposure to sunlight. Before applying veneer plaster, use remedial methods to restore bonding capability to degraded paper facing according to manufacturer's written recommendations and as approved by Architect. C. Gypsum Veneer Plaster Finish: Smooth-troweled finish unless otherwise indicated. 3.8 PROTECTION A. Protect installed gypsum veneer plaster from damage from weather, condensation, construction, and other causes during remainder of the construction period. B. Remove and replace gypsum veneer plaster and gypsum base panels that are wet, moisture damaged, or mold damaged. 1. Indications that gypsum base panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, and irregular shape. 2. Indications that gypsum base panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. END OF SECTION 09 26 13 Tetra Tech PAINTING Architects & Engineers Project No. 08249-15002 09 91 00 / Page 1 SECTION 09 91 00 – PAINTING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General Requirements and associated Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes surface preparation and application of paint systems, for the following: 1. Interior applications. a. Painting systems indicated on Drawings and in Schedules applied to new and existing interior surfaces and related components including but not limited to items such as hollow metal doors frames, doors, access doors, trim pieces, window sash and trim etc., unless otherwise indicated, including appropriate surface preparation for all new or existing surfaces to be painted including previously painted surfaces and surfaces with existing wall coverings 1.3 SUBMITTALS, GENERAL A. General: Submit all action submittals (except Samples for Verification) and informational submittals required by this Section concurrently. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product for substrates indicated. Include preparation requirements and application instructions. Include all paint products under one cover sheet. 1. Interior steel. 2. Interior plaster. 3. Interior gypsum board. B. Samples for Verification and Initial Color Selection: For each type of finish system and in each color and gloss of finish indicated. 1. Submit Samples on rigid backing, 8 inches square. 2. Step coats on Samples to show each coat required for system. 3. Label each coat of each Sample. 4. Label each Sample for location and application area. 09 91 00 PAINTING Tetra Tech 09 91 00 / Page 2 Project No. 08249-15002 Architects & Engineers 1.5 QUALITY ASSURANCE A. Applicator Qualifications: A firm or individual, experienced in applying finishes specified in this Section, who has successfully completed a minimum of five previous projects similar in nature, size, and extent to this Project; familiar with special requirements indicated; and with sufficient trained staff to apply manufacturer's products according to specified requirements. 1.6 DELIVERY, STORAGE, AND HANDLING A. Store materials not in use in tightly covered containers in well-ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F. 1. Maintain containers in clean condition, free of foreign materials and residue. 2. Remove rags and waste from storage areas daily. 1.7 FIELD CONDITIONS A. Apply finishes only when temperature of surfaces to be coated and surrounding air temperatures are between 50 and 95 deg F. B. Do not apply finishes when relative humidity exceeds 85 percent; at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. C. Lighting: Do not install finishes until a lighting level of not less than 80 fc is provided on the surfaces to receive finishing. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, by a single source manufacture, but are not limited to, the following: 1. Benjamin Moore & Co. 2. PPG Architectural Finishes, Inc. 3. Sherwin-Williams Company (The). B. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to products listed in Part 3 articles for the application indicated. 2.2 MATERIALS, GENERAL A. Material Compatibility: 1. Provide materials for use within each finish system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. Tetra Tech PAINTING Architects & Engineers Project No. 08249-15002 09 91 00 / Page 3 2. For each coat in a finish system, provide products recommended in writing by manufacturers of topcoat for use in finish system and on substrate indicated. 3. Provide products of same manufacturer for each coat in a finish system. B. VOC Compliance: All paint products shall meet New York requirements for Volatile Organic Compound (VOC) and Ozone Transport Commission (OTC) regulations, January 2005. C. Colors: As selected by Architect from manufacturer's full range. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of the Work. 1. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: a. Gypsum Board: 12 percent. b. Plaster: 8 percent. B. Gypsum Board Substrates: Verify that finishing compound is sanded smooth. C. Plaster Substrates: Verify that plaster is fully cured. D. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. E. Proceed with coating application only after unsatisfactory conditions have been corrected. 1. Beginning coating application constitutes Contractor's acceptance of substrates and conditions. 3.2 PREPARATION A. Remove hardware, covers, plates, and similar items already in place that are removable and are not to be finished. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and finishing. 1. After completing finishing operations, use workers skilled in the trades involved to reinstall items that were removed. Remove surface-applied protection. B. Clean substrates of substances that could impair bond of finishes, including dust, dirt, oil, grease, and incompatible paints and encapsulants. 1. Remove incompatible primers and re-prime substrate with compatible primers or apply tie coat as required to produce finish systems indicated. PAINTING Tetra Tech 09 91 00 / Page 4 Project No. 08249-15002 Architects & Engineers C. Steel Substrates: Remove rust, loose mill scale, and shop primer if any. Clean using methods recommended in writing by paint manufacturer but not less than the following: 1. SSPC-SP 3, "Power Tool Cleaning." 2. SSPC-SP 11, "Power Tool Cleaning to Bare Metal." D. Shop-Primed Steel Substrates: Clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with the same material as used for shop priming to comply with SSPC-PA 1 for touching up shop-primed surfaces. E. Cotton or Canvas Insulation Covering Substrates: Remove dust, dirt, and other foreign material that might impair bond of paints to substrates. F. Alteration Work: Comply with applicable surface preparation requirements specified and as recommended by finish materials manufacturer for existing surfaces to receive paint or other finishes, including cleaning, sanding, and roughening as required for proper adherence of new finish material. 3.3 APPLICATION A. Apply finishes according to manufacturer's written instructions. 1. Use applicators and techniques suited for finish and substrate indicated. 2. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces. Before final installation, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 3. Paint back sides of access panels, removable or hinged covers, and similar hinged items to match exposed surfaces. 4. Do not apply paints over labels of independent testing agencies or equipment name, identification, performance rating, or nomenclature plates. B. Tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of the same material are to be applied. Tint undercoats to match color of finish coat, but provide sufficient difference in shade of undercoats to distinguish each separate coat. C. If undercoats or other conditions show through final coat, apply additional coats until cured film has a uniform coating finish, color, and appearance. D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections. Produce sharp glass lines and color breaks. E. Alterations: Finish new surfaces adjacent to unaltered existing surfaces with finish of same type and surface texture as corresponding adjacent surfaces, unless otherwise indicated. Finish patched, damaged, or extended surfaces to match existing surfaces. Tetra Tech PAINTING Architects & Engineers Project No. 08249-15002 09 91 00 / Page 5 3.4 CLEANING AND PROTECTION A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site. B. After completing coating application, clean spattered surfaces. Remove spattered coatings by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. C. Protect work of other trades against damage from finish operation. Correct damage by cleaning, repairing, replacing, and recoating, as approved by Architect, and leave in an undamaged condition. D. At completion of construction activities of other trades, touch up and restore damaged or defaced finished surfaces. 3.5 INTERIOR PAINTING SCHEDULE A. Steel Substrates: 1. First Coat: a. Benjamin Moore & Co.; Acrylic Metal Primer P04. b. PPG Architectural Finishes; Inc.; Pitt-Tech Interior/Exterior Industrial DTM Primer/Finish Enamel 90-712. c. Sherwin-Williams Company (The); DTM Acrylic Primer Finish B66W1. 2. Second and Third Coats (Semi-Gloss): a. Benjamin Moore & Co.; DTM Acrylic Semi-Gloss P29. b. PPG Architectural Finishes; Inc.; Pitt-Tech Industrial DTM Acrylic Satin 90-474. c. Sherwin-Williams Company (The); DTM Acrylic Coating S/G (B66-200 Series) or Gloss (B66-100 Series.) B. Plaster Substrates: 1. First Coat: a. Benjamin Moore & Co.; Moorcraft Super Spec Latex Enamel Underbody 253. b. PPG Architectural Finishes; Inc.; Perma-Crete Alkali-Resistant Primer 4-603. c. Sherwin-Williams Company (The); Loxon Concrete & Masonry Primer A24W8300. 2. Second and Third Coats (Eggshell): a. Benjamin Moore & Co.; N538 Ultra Spec 500 Interior Eggshell. b. PPG Architectural Finishes; Inc.; Speedhide Zero Interior Latex Eggshell 6-4310. Sherwin-Williams Company (The); Pro Mar 200 0 VOC Interior Latex Egg Shell (B20-2600 Series.) PAINTING Tetra Tech 09 91 00 / Page 6 Project No. 08249-15002 Architects & Engineers C. Gypsum Board Substrates: 1. First Coat: a. Benjamin Moore & Co.; Moorcraft Super Spec Latex Enamel Underbody 253. b. PPG Architectural Finishes; Inc.; Speedhide Interior Latex Primer/Sealer 6-2 c. Sherwin-Williams Company (The); Pro Mar 200 Wall Primer (B28W8200.) 2. Second and Third Coats (Eggshell): a. Benjamin Moore & Co.;N538 Ultra Spec 500 Interior Eggshell. b. PPG Architectural Finishes; Inc.; Speedhide Interior Latex Eggshell 6-411. c. Sherwin-Williams Company (The); Pro Mar 200 Interior Latex Low Sheen (B20Series.) END OF SECTION 09 91 00 Tetra Tech SANITARY WASTE PIPING SPECIALTIES Architects & Engineers Project No. 08249-15002 22 13 19 / Page 1 SECTION 22 13 19 - SANITARY WASTE PIPING SPECIALTIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Grease interceptors. 1.3 ACTION SUBMITTALS A. Product Data: For each type of product indicated. Include rated capacities, operating characteristics, and accessories for the following: 1. Grease interceptors. 1.4 INFORMATIONAL SUBMITTALS A. Field quality-control reports. 1.5 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data: For drainage piping specialties to include in emergency, operation, and maintenance manuals. 1.6 QUALITY ASSURANCE A. Drainage piping specialties shall bear label, stamp, or other markings of specified testing agency. B. Comply with NSF 14, "Plastics Piping Components and Related Materials," for plastic sanitary piping specialty components. 22 13 19 SANITARY WASTE PIPING SPECIALTIES Tetra Tech 22 13 19 / Page 2 Project No. 08249-15002 Architects & Engineers PART 2 - PRODUCTS 2.1 GREASE INTERCEPTORS A. Grease Interceptors: 1. Cast-Iron or Steel Grease Interceptors: a. Basis-of-Design Product: Subject to compliance with requirements, provide Jay R. Smith Mfg. Co.; Model 800-T02-04 or comparable product by one of the following: 1) MIFAB, Inc. 2) Schier Products Company. 3) Watts Drainage Products. 4) Zurn Plumbing Products Group. 2. Standard: ASME A112.14.3, for intercepting and retaining fats, oils, and greases from exhaust hood air streams. 3. Body Material: Cast iron or steel. 4. Interior Lining: Corrosion-resistant enamel. 5. Exterior Coating: Corrosion-resistant enamel. 6. Body Dimensions: 9-5/8 inches tall, 12-1/4 inches long and 13 inches wide. 7. Body Extension: Not required. 8. Flow Rate: 4 gpm. 9. Grease Retention Capacity: 8 lbs. 10. Inlet and Outlet Size: 2 inches. 11. End Connections: No-Hub. 12. Cleanout: Integral or field installed on outlet. 13. Mounting: Above floor. 14. Flow-Control Fitting: Not required. 15. Operation: Manual cleaning. Tetra Tech SANITARY WASTE PIPING SPECIALTIES Architects & Engineers Project No. 08249-15002 22 13 19 / Page 3 PART 3 - EXECUTION 3.1 EXAMINATION A. Examine roughing-in of sanitary drainage and vent piping systems to verify actual locations of specialties installations. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Beginning installation constitutes Contractor’s acceptance of substrates and conditions. 3.2 INSTALLATION A. Install grease interceptors, including trapping, venting, and flow-control fitting, according to authorities having jurisdiction and with clear space for servicing. 1. Above-Floor Installation: Set unit with bottom resting on floor, unless otherwise indicated. 2. Install cleanout immediately downstream from interceptors not having integral cleanout on outlet. 3.3 CONNECTIONS A. Install piping adjacent to equipment to allow service and maintenance. B. Grease Interceptors: Connect inlet and outlet to unit, and connect flow-control fitting and vent to unit inlet piping. 3.4 LABELING AND IDENTIFYING A. Equipment Nameplates and Signs: Install engraved plastic-laminate equipment nameplate or sign on or near each of the following: 1. Grease interceptors. B. Distinguish among multiple units, inform operator of operational requirements, indicate safety and emergency precautions, and warn of hazards and improper operations, in addition to identifying unit. Nameplates and signs are specified in Section 22 05 53 "Identification for Plumbing Piping and Equipment." 3.5 FIELD QUALITY CONTROL A. Perform tests and inspections and prepare test reports. B. Tests and Inspections: 1. Leak Test: After installation, charge system and test for leaks. Repair leaks and retest until no leaks exist. 2. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. SANITARY WASTE PIPING SPECIALTIES Tetra Tech 22 13 19 / Page 4 Project No. 08249-15002 Architects & Engineers 3.6 PROTECTION A. Protect drains during remainder of construction period to avoid clogging with dirt or debris and to prevent damage from traffic or construction work. END OF SECTION 22 13 19 Tetra Tech MECHANICAL CLEANING AND RESTORATION Architects & Engineers Project No. 08249-15002 23 01 30 / Page 1 SECTION 23 01 30 - MECHANICAL CLEANING AND RESTORATION PART 1 – GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General Requirements and associated Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Provide NADCA certified Air Systems Cleaning Specialist (ASCS) subcontractor to perform cleaning as outlined herein where cleaning is called for on the drawings or elsewhere in the specifications. B. Perform cleaning as outlined herein where new equipment cleaning is required due to failure to protect new mechanical equipment from construction debris and dust during the course of construction. All new work shall be subject to Owner’s visual cleanliness verification as described below. C. Scope of Work: 1. Provide all labor, materials, facilities, equipment and services to thoroughly clean HVAC systems as shown on the drawings and as specified herein. The Cleaning work for each HVAC unit, system components, and associated ductwork include the following: a. Fan(s): 1) Unit enclosure 2) Fan assembly 3) Condensate pan 4) Intake plenum(s) b. Exhaust ductwork, including ductwork plenums, branches, risers, and similar components. c. Air terminal devices, i.e. kitchen hoods. 1.2 REFERENCES A. Clean HVAC system in accordance with latest edition of following standards: 1. Assessment, Cleaning And Restoration of HVAC Systems – 2013 (ACR-2013), published by the National Air Duct Cleaners Association (NADCA) 2. Requirement for the Installation of Service Opening in HVAC Systems, NADCA 05-1997 3. Standard for the Methodology for Cleaning Commercial Kitchen Exhaust Systems ANSI/IKECA C10-2016, published by the International Kitchen Exhaust Cleaning Association (IKECA). 4. Plans and specifications, which may exceed requirements in referenced standards. 23 01 30 MECHANICAL CLEANING AND RESTORATION Tetra Tech 23 01 30 / Page 2 Project No. 08249-15002 Architects & Engineers 1.3 SUBMITTALS A. Comply with requirements of section 01 33 00 – Submittal Procedures - Conventional and as modified below. B. Contractor: ASCS Agency shall be approved before beginning cleaning and restoration work. Submit the following for approval within 30 days after award of Contract: 1. Name of proposed ASCS Agency along with statement of qualifications, copy of NADCA certifications, list of equipment to be used in cleaning and restoration work, and 3 local references for comparable recent jobs. 2. Detailed description of methods, including cut sheets of equipment to be used that can document, clean and coat up to a minimum of 50 lineal feet of ductwork in each direction per access point, per paragraph 3.3 3. Product descriptions, specifications, and Material Safety Data Sheets (MSDS) on all solvents, cleaners, disinfectants, adhesives, and coatings to be used on Project. C. Prior to beginning cleaning work, submit a coordinated work schedule showing estimated dates of cleaning work from start to finish required to perform the cleaning services. Include Construction Manager’s initialed approval of schedule, and submit schedule for Architect’s information purposes only not their approval. D. ASCS Agency: 1. Submit information as detailed above and as required to secure approval to begin work. 2. Submit shop drawings locating all proposed duct penetrations and required ceiling access openings in gyp / plaster ceilings. 3. A letter signed by the certified ASCS supervisor of this project’s cleaning and restoration work stating that the cleaning work was completed according to the requirements in this specification and scope of work, and that the work is ready for the Owner’s inspection and verification of cleanliness. Submit this letter ON THE SAME DAY that the cleaning work is ready for inspection, immediately following completion, so as to not delay inspection and subsequent coating and sealing work. 4. Post Cleaning Report: Submit promptly upon completion of cleaning, early in project so remedial recommendations can be acted upon in timely fashion. Submit information in typed report format as specified below, minimum three copies. Guarantee all results. Report format shall consist of the following: a. Title sheet with job name, Contractor, Architect, Engineer, date, ASCS Agency's name, address, telephone number and contact person's name. b. Evidence of current ASCS Agency Certification as outlined below. c. A letter signed by the certified ASCS supervisor of this project’s cleaning and restoration work stating that the cleaning work was completed according to the requirements in this specification and scope of work Tetra Tech MECHANICAL CLEANING AND RESTORATION Architects & Engineers Project No. 08249-15002 23 01 30 / Page 3 d. Photographic or video documentation of representative concealed areas of the ductwork systems cleaned, and the equipment cleaned, per the scope of work, both before and after cleaning. Include all photographs described in “verification” below. CD or DVD preferred. e. A written description of the general condition of each item of equipment cleaned and restored, with special notes and photographs of areas of the system found to be damaged, in need of repair, and / or requiring restoration work beyond the specified scope of project contract work. E. Include in “as-built” project record drawings marked up locations of ASCS access points. F. Contract Closeout Submittals: Comply with section 3.6. Comply with requirements of section 01 77 00 – Closeout Procedures, including submission of operating and maintenance instructions as item in "Operating and Maintenance Data" manual described in that section. 1.4 QUALITY ASSURANCE A. Qualifications 1. HVAC Air Systems Cleaning Subcontractor (ASCS): Full time project supervisor personnel must be certified by NADCA as an Air Systems Cleaning Specialist. Company must have a minimum of two ASCS personnel on staff, and have at least 5 years of experience in commercial duct cleaning for projects similar in scope and complexity. a. In addition to General Liability coverage, contractor must maintain Contractors Pollution Liability, Professional Liability. Coverages must not exclude mold. Minimum limits required for all coverages: Each Claim $1,000,000, General Aggregate $2,000,000 2. Sheet Metal Installer/Fabricator: Experienced contractor specializing in sheet metal fabrication and installation. All work to be in accordance with section 23 31 00 – Air Ducts and section 23 33 00 – Air Duct Accessories and other applicable sections of division 23 of this document. 1.5 SEQUENCING AND SCHEDULING A. For systems to remain operational during normal work hours, submit procedure for cleaning ductwork and installing filters that minimizes contamination of previously cleaned areas. Verify schedule before bid. Obtain Architect’s and Owner’s approval of this sequence prior to starting cleaning. MECHANICAL CLEANING AND RESTORATION Tetra Tech 23 01 30 / Page 4 Project No. 08249-15002 Architects & Engineers PART 2 - PRODUCTS 2.1 MATERIALS A. Sanitizer - EPA registered sanitizer that is specific for application inside HVAC / ductwork systems, such as “BBJ Microbiocide” as manufactured by BBJ Chemical Compounds, or approved equal. Applications shall be in compliance with label instructions. Sanitizers shall not be applied to porous surfaces, such as fiberglass liner. B. Degreasing Agent: Emulsifying agent of detergent or caustic base as required to remove residual grease deposits from interior surfaces of kitchen hood exhaust duct. C. Duct Access Doors: Provide access doors as described in section 23 33 00 – Air Duct Accessories for all access openings made in ductwork. Minimum access door size: the larger of 12 inches by 12 inches or 50% of duct transverse dimension, up to a maximum of 24 inches by 24 inches. PART 3 - EXECUTION 3.1 EXAMINATION A. Verification of Conditions (by ASCS): Examine conditions under which mechanical cleaning and restoration is to be performed and notify Prime Contractor in writing of any conditions detrimental to proper and timely work. Coordinate with project abatement work. Do not proceed until unsatisfactory conditions have been corrected in manner acceptable to Installer. 1. Commencement of cleaning constitutes acceptance of conditions of area in which cleaning is to be performed and all defects in cleaning resulting from such accepted service will be corrected without additional expense to Owner. 2. Before commencing work, report ducts and equipment previously damaged or where process has capability of damaging equipment, duct, or lining. Report in writing to prime Contractor, Architect, and Owner. Obtain decision to clean and/or encapsulate these areas from Architect after review of Contractor's findings and Architect has seen field conditions. B. Examination and Verification of Cleaning Equipment Hygiene (by Owner): Before commencing work, ASCS shall present cleaning equipment to Owner’s representative with letter signed by ASCS officer certifying equipment has been cleaned and de-contaminated subsequent to last use off Owner’s site, and shall demonstrate that said equipment is visibly clean to Owner’s satisfaction, with all new air filters, and will not import contamination to Owner’s property. Used filters shall not be brought on to Owner’s site. 3.2 PREPARATION A. Disassemble all removable items as required for access to work area. Store removed items in storage area approved by Architect until completion of cleaning. B. Protect fire protection devices (such as smoke detectors, panel, etc.) prior to cleaning procedures. Clean and test fire protection devices at conclusion of cleaning. Tetra Tech MECHANICAL CLEANING AND RESTORATION Architects & Engineers Project No. 08249-15002 23 01 30 / Page 5 C. Coordinate shutdown and reactivating of fire alarm system to avoid accidental alarms during cleaning process and related activities. D. Coordinate shutdown of air handling equipment with Owner before starting cleaning, and conform to OSHA requirements regarding fan motor disconnect lock-out/tag-out. E. Protect all Owner’s property within or adjacent to work area from damage due to cleaning operations. Verify pre-existing damage before beginning work. 3.3 CLEANING METHODS A. HVAC systems shall be cleaned and refurbished using Source Removal mechanical cleaning methods as described in ACR-2005 and in accordance with the following requirements: 1. Containment. Collect debris removed during cleaning and take precautions to ensure that debris is not otherwise dispersed outside ACS during cleaning process. After ACS cleaning, clean any areas that could be affected by cleaning as clean as their condition prior to commencement of cleaning operations. 2. Particulate Collection: Where Particulate Collection Equipment is exhausting inside building, use HEPA filtration with 99.97% collection efficiency for 0.3 micron size particles (see EPA's Building Air Quality). When Particulate Collection Equipment is exhausting outside building, precautions shall be taken to ensure that exhausted air does not re-enter the building or cause any damage by accumulation of debris on the adjacent property. 3. Liquid Collection: Where liquid cleaning waste is generated, collect all drainage and legally dispose of same. Liquid waste must not be disposed of down any facility drain, be it floor drain, to the sanitary sewer, or through kitchen grease traps, without written prior approval from AHJ and Owner’s authorized representative. 4. Filtration Integrity. When using particulate collection equipment inside the building, contractors shall be able to certify equipment effectiveness of 99.97% collection efficiency for 0.3 micron size particles through DOP test results, from an independent testing agency, for any collection devices intended for use on a particular job. Where contact vacuuming is required, the equipment used shall be HEPA filtered vacuums. 5. Agitation Equipment for Cleaning Ductwork: a. The contractor is required to remove all debris from the inside surface areas, e.g. the top, bottom, and sides of rectangular duct and the entire circumference of round and oval duct by creating the least number of access openings possible. The agitation equipment must be capable of thoroughly cleaning up to 50 lineal feet of ductwork in each direction per access opening. Owner’s representative must approve any exceptions. High power/ volume vacuum alone is not an acceptable method of agitation. 6. Coating Equipment for Application of Insulation Coating Material in Fiberglass Lined Ductwork and Components: Coating material for fiberglass lined ductwork must be applied in the ductwork by creating the least number of access openings possible. The coating application equipment must be capable of thoroughly coating up to 50 linear feet of ductwork in each direction per access opening. Owner’s representative must approve any exceptions. In no case shall an encapsulant, coating, or adhesive be applied prior to or in lieu of source removal mechanical cleaning, as required in this section, 3.3. MECHANICAL CLEANING AND RESTORATION Tetra Tech 23 01 30 / Page 6 Project No. 08249-15002 Architects & Engineers 7. Controlling Odors. Take all reasonable measures to control offensive odors and/or mist vapors during cleaning process. 8. Component Cleaning. Employ cleaning methods such that all non-porous surface components are visibly clean. Upon completion, return all components to settings recorded just prior to cleaning operations. 9. Air Volume Control Devices: Mark position of dampers and any air-directional mechanical devices inside ductwork prior to cleaning and, upon completion, restore components to their marked position. 10. Access Openings. Cut access openings in duct as required to perform cleaning operations. Repair any access opening cuts with access doors. Show all proposed locations and sizes on submittal drawings. Review with Project Engineer or owner’s representative prior to installation. 11. Health and Safety a. Comply with all applicable federal, state and local requirements for protecting safety of contractors' employees, building occupants, and environment. In particular, follow all applicable standards of Occupational Safety and Health Administration (OSHA) when working in accordance with this standard. b. Do not employ processes or materials in such manner that adverse health effects to building occupants, cleaning contractors, or general public are created. c. Disposal of Debris: Dispose of all debris removed from ACS in accordance with all applicable federal, state and local requirements. B. Mechanical Cleaning: 1. Duct Surfaces: a. Mechanically brush and vacuum interior of all ducts such that all metal surfaces are visibly clean and capable of “Non-Porous Surfaces Cleaning Verification” as described in NADCA Standards. Clean complete from air inlets through system to air outlets. Do not use cleaning method which could potentially damage components of ductwork or negatively alter integrity of system. b. Additionally, clean grease duct in accordance with accepted grease duct cleaning practices as described in IKECA C10-2016, using degreasing agents, pressure washing, scrubbing, and other non-destructive methods as required to return duct to a clean grease free interior. Collect all drainage. c. Flexible Duct: Replace with new or clean all flexible duct as specified. Clean using soft rotary brushes and negative air machine or comparable. d. Clean all plenum casing, diffuser plenums, and sound attenuators as ductwork. e. Duct exterior: Remove all loose debris and mechanically brush, vacuum, and wash such that all surfaces are visibly clean. Duct exterior shall not be subject to verification per NADCA Standards. Tetra Tech MECHANICAL CLEANING AND RESTORATION Architects & Engineers Project No. 08249-15002 23 01 30 / Page 7 f. Duct Mounted Dampers: Clean and restore performance per description below. g. Re-insulate system as required by the application, including replacement of any insulation removed or damaged during cleaning work. Document all pre-existing damage. 2. Air Handling Units: a. Applies to all mechanically driven air moving equipment, as applicable. Include plenums, filter section, mixing boxes, return and supply air fans, dampers, coils, and all other components not specifically mentioned. b. General: Mechanically brush and vacuum interior of air handling units such that all metal surfaces are visibly clean and capable of “Non-Porous Surfaces Cleaning Verification” as described in NADCA Standards. Ensure internally lined air handlers are visibly clean; however, such surfaces are not subject to testing per NADCA Standards. Do not use cleaning method which could potentially damage components or negatively alter integrity of system. Coat and encapsulate all air handling unit fiberglass lining to deter further deterioration and breakdown. c. Additionally, clean grease duct exhaust fans in accordance with accepted grease duct cleaning practices, using degreasing agents, pressure washing, scrubbing, and other non-destructive methods as required to return duct to a clean grease free interior. Collect all drainage. d. Fan Section: Scrape, brush, pressure wash, and vacuum impellers such that they are visibly clean and capable of passing “Non-Porous Surfaces Cleaning Verification” as described in NADCA Standards. Ensure cleaning methods do not cause any displacement, imbalance, and otherwise damage impeller. Replace belts with matching belts as described in section 23 05 00 - Common Work Results for HVAC and section 23 05 13 – Common Electrical Requirements for HVAC. Clean, lubricate and adjust motor mounts and drive system. Report on condition of impeller, drive and driven sheaves, bearings, shaft, and any other fan components affecting performance. e. Exterior of equipment: Remove all loose debris and mechanically brush, vacuum, and wash exterior of all equipment such that all surfaces are visibly clean. f. Re-insulate system as required by the application, including replacement of any insulation removed or damaged during cleaning work. Document all pre-existing damage. 3.4 VERIFICATION A. All work shall be subject to demonstration of visual cleanliness by ASCS and verification of cleanliness by Owner, and: 1. ASCS shall report to Owner and Architect promptly when ready for inspection. 2. ASCS shall schedule visual cleanliness demonstration at Owner’s convenience as soon after cleaning work as possible. Coordinate schedule of work with Owner in advance as required to expedite. MECHANICAL CLEANING AND RESTORATION Tetra Tech 23 01 30 / Page 8 Project No. 08249-15002 Architects & Engineers 3. Guide Owner and Architect’s rep on cleanliness demonstration tour: provide equipment to, and take, high resolution digital (6 megapixal minimum) photographic documentation of remote interior duct locations of Owner’s and Architect’s choice, at least one photograph per 50 feet of duct cleaned. 4. Verification must occur, at Owner’s discretion, before application of insulation repair coating, disinfectants, or any other materials; and prior to the HVAC system being restored to normal operation. 5. An interior surface is considered verified visibly clean when it is free from non-adhered substances and debris to the Owner’s satisfaction. “Non-adhered substance” shall be defined in accordance with ACR-2005: “any material not intended or designed to be present in an HVAC system, and which can be removed by contact vacuuming.” a. If a component is verified visibly clean then no further cleanliness verification is required. b. In the event there is disagreement concerning whether a surface is visibly clean, contractor shall conduct Surface Comparison Testing in accordance with section 12.2 of ACR-2005. 3.5 SANITIZING AND COATING A. After systems are verified visibly clean by Owner: 1. Install insulation repair coating on all insulation / acoustical liners exposed to system air flow. 2. Repair and / or replace all insulation removed or damaged during cleaning work. 3. Sanitize all systems cleaned using sanitizer specified above. 3.6 DOCUMENTATION OF CLEANED SANITIZED SYSTEMS A. Owner may, at their discretion, retain an independent testing agency to promptly test cleanliness and sanitation of cleaned and sanitized surfaces subject to and in accordance with “Non-Porous Surfaces Cleaning Verification” as described in NADCA Standards. Using proper sampling protocols and analytical procedures as defined by the American Industrial Hygiene Association (AIHA), surface swipes taken in representative areas of the HVAC system and ductwork shall not exceed the following levels for microbial concentrations: 10,000(CFU/inch2). 3.7 REMEDY A. If any areas fail Owner’s visual cleanliness verification testing and Surface Comparison Testing, or their subsequent sanitation testing, contractor shall re-clean and re-test portions of, up to entire system, at no additional cost to Owner as required to pass Owner’s testing. END OF SECTION 23 01 30 Tetra Tech COMMON WORK RESULTS FOR HVAC Architects & Engineers Project No. 08249-15002 23 05 00 / Page 1 SECTION 23 05 00 - COMMON WORK RESULTS FOR HVAC PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General Requirements and associated Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Definitions, references, and abbreviations. 2. General regulatory requirements. 3. General requirements regarding site/field conditions including existing conditions and field measurements. 4. Sequencing and scheduling including coordination. 5. Definition of design equipment and procedures for consideration of specified equivalents, proposed equivalents, or substitutions. 6. HVAC demolition. 7. Equipment installation requirements common to equipment sections. 8. Minimum material requirements and equipment verification. 9. Electrical components for HVAC Work 10. Mechanical penetrations, waterproofing, and sealants. 11. Fire-stopping 12. Access doors 13. Painting and finishing. 14. General requirements for demonstration of completed systems 1.3 DEFINITIONS A. Finished Spaces: Spaces other than mechanical and electrical equipment rooms, furred spaces, pipe and duct 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 and mechanical equipment rooms. C. Exposed, Exterior Installations: Exposed to view outdoors or subject to outdoor ambient temperatures and weather conditions. Examples include rooftop locations. D. Concealed, Interior Installations: Concealed from view and protected from physical contact by building occupants. Examples include above ceilings and chases. 23 05 00 COMMON WORK RESULTS FOR HVAC Tetra Tech 23 05 00 / Page 2 Project No. 08249-15002 Architects & Engineers E. Concealed, Exterior Installations: Concealed from view and protected from weather conditions and physical contact by building occupants but subject to outdoor ambient temperatures. Examples include installations within unheated shelters. F. “Design Equipment”, “Design Make”, “Basis of Design”, and similar terms: Equipment, specified in Technical Specification Section or on Contract Drawings using applicable manufacturer’s designation, that forms the basis for performance requirements, physical dimensions, configuration, and similar aspects used in the design of this Project including (but not limited to) physical configuration of surrounding construction and location of connections to other components. G. Specified Equivalents: Products identified in Technical Specification Section that may provide performance complying with specified requirements but may not have the same arrangement, configuration, size, construction, or other aspects as the specified Design Equipment. Refer to Section 00 21 13 - Instructions to Bidders, and Section 01 25 00 – Substitution Procedures for additional information and requirements regarding equivalents and substitutions. H. “Equivalents”, “Proposed Equivalents”, “Proposed Products” and similar terms: These terms may be used interchangeably and mean the same thing: Products NOT identified in Technical Specification Section that the Contractor proposes in accordance with Section 00 21 13 - Instructions to Bidders and Section 01 25 00 – Substitution Procedures. I. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor, all in accordance with Section 01 25 00 – Substitution Procedures. 1.4 ABBREVIATIONS A. Abbreviations: Reference to technical society, organization, body or section made in Division 23 in accordance with the following abbreviations: 1. AIA American Institute of Architects 2. ADA Americans with Disabilities Act. 3. AMCA Air Movement and Control Association International, Inc. 4. ANSI American National Standards Institute 5. ASCS Air Systems Cleaning Specialist 6. ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers 7. ASME American Society of Mechanical Engineers International 8. ASTM American Society for Testing and Materials International 9. AWS American Welding Society 10. IEEE Institute of Electrical and Electronics Engineers, Inc. 11. NADCA National Air Duct Cleaners Association 12. NEC National Electric Code 13. NEMA National Electrical Manufacturers Association 14. NFPA National Fire Protection Association 15. SMACNA Sheet Metal and Air Conditioning Contractors National Association 16. UL Underwriters Laboratories Inc. Tetra Tech COMMON WORK RESULTS FOR HVAC Architects & Engineers Project No. 08249-15002 23 05 00 / Page 3 1.5 SYSTEM DESCRIPTION A. Provide complete systems, properly connected, tested, balanced, adjusted, and ready for operation, including all necessary and required controls, safeties, details and accessories, including (but not limited to): 1. Demolition and removals required for equipment and system installation. 2. Piping systems and related equipment. 3. Ventilation systems and related equipment. 4. Support Systems and related equipment. 5. Insulation Systems and related equipment. 6. Miscellaneous items required for equipment and system installation. 7. Electrical power wiring to equipment furnished in this contract, where not covered elsewhere. B. HEATING WORK DRAWINGS ARE DIAGRAMMATIC. Do not infer that Drawings show level of detail indicating every offset, elbow, union, fitting, elevation or aspect ratio changes, or other details required for complete installation. 1. Provide all required fittings, offsets, elevation changes, dampers, controls, components, and similar items not indicated on Drawings, as required for a complete properly operational system. 1.6 SUBMITTALS A. General Division 23 submittal requirements: 1. Procedural Requirements: Comply with requirements of SECTION 01 33 00 - Submittals and as modified below. a. Specified Products: If product to be incorporated into Project is specified by name and product designation in Part 2 of product specification, and will be installed as specified in Part 3, and only where allowed as such in submittal portion of product specification, then submit “As-Specified Verification Form” (attached to SECTION 01 33 00 - Submittals) in lieu of “Product Data” identified. b. Do not use “As Specified Verification Form” unless specifically indicated in detailed product specification. c. Equivalent Products or Substitutions: If product to be incorporated into Project is not specified by name and product designation in Part 2 below, comply with all Product Data requirements specified. 2. Product Data: Submit Product Data for items listed in individual technical section. Clearly identify manufacturer, pertinent design, function, materials, construction, and performance data specifically addressing specification description and Contract Document requirements of item. Strike out products that are not applicable to item being submitted, where more than one product is indicated on manufacturer product literature. COMMON WORK RESULTS FOR HVAC Tetra Tech 23 05 00 / Page 4 Project No. 08249-15002 Architects & Engineers a. Cover Sheet: Attach cover sheet, identified in Section 01 33 00, to Product Data of each item submitted. Provide cover sheet for only one type of item with related accessories, equipment with related components. Do not combine unrelated items under same cover sheet. b. Specified Equivalent Product Data: Submit manufacturer’s product information including product literature, technical specifications and descriptions, performance data, and similar items to demonstrate compatibility with Basis-of-Design Equipment as specified in “Manufacturers” in Part 2 - Products below. 3. Do not proceed with installation of systems in each area until agreement is reached with all concerned on exact arrangements for each room or area, unless otherwise directed by Architect. If Contractor proceeds prior to resolving conflicts, Contractor shall modify installed Work as required to permit other systems to proceed with a coordinated installation. 4. Specified Equivalent Drawings: Submit detailed drawings of proposed Specified Equivalents, indicating proposed installation of equipment and showing maintenance clearances, required service removal space, and other pertinent revisions to arrangement and configuration shown in Contract Documents. 5. Closeout Information, for inclusion in Operations and Maintenance Manual: a. Approved submittals. 1) If “As-Specified Verification Form” submittal is approved, also include product data as specified in technical section for all components used. b. Include all information required in SECTION 01 78 23 – Operation and Maintenance Data. c. Include all other closeout information required by the individual technical specification sections. B. Shop Drawings: Include dimensioned plans, sections, and attachments to other work for concrete bases. C. Informational Submittals: 1. Welding certificates. D. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for the following: 1. Grout 2. Sealants 3. Fire-stopping. 4. Access doors. 5. Painting and finishing. 6. Escutcheons. Tetra Tech COMMON WORK RESULTS FOR HVAC Architects & Engineers Project No. 08249-15002 23 05 00 / Page 5 E. Closeout Information, for inclusion in Operations and Maintenance Manual: 1. Approved submittals. a. If “As-Specified Verification Form” submittal is approved, also include product data for all components used. 2. Include all information required in SECTION 01 78 23 – Operation and Maintenance Data. 1.7 QUALITY ASSURANCE A. Regulatory Requirements 1. Comply with applicable requirements of all Federal, State, and Local Building, Health, Plumbing and Electrical Codes, Laws, Ordinances and Regulations, including (but not limited to): a. Building Code of New York State b. Mechanical Code of New York State c. Fire Code of New York State d. Energy Conservation Construction Code of New York State e. In event of a conflict between the Codes identified above and Contract Documents, comply with more stringent requirement. 2. Comply with applicable requirements of NFPA, utility company regulations, and following standards: a. Provide Underwriters Laboratories (UL) labels on all electrical materials carrying 50 volts or more. b. Provide refrigeration equipment complying with Safety Code for Mechanical Refrigeration (ASHRAE Standard 15 - and ANSI Refrigeration Safety Code B9.1). c. Provide all boilers/burners in accordance with applicable requirements of New York State Labor Department Industrial Code Rule No. 4 (cited as 12 NYCRR4) and Code Rule No. 14 (cited as 12 NYCRR14). B. Certifications: Obtain and pay for all necessary inspections and certificates from all applicable agencies. Perform all required tests in accordance with regulation of agency having jurisdiction. Submit certificates of approval prior to Final Completion as defined in Section 01 77 00 – Closeout Procedures. Submit certificates of approval prior to request for final acceptance of Contract. C. Welding for General Construction and Support Work: Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural Welding Code - Steel." D. Welding or Brazing for Piping Work: Qualify any welding or brazing procedure to be used on piping for this Project in accordance with ASME "Boiler and Pressure Vessel Code", Section IX, and as further detailed in Section 23 21 13 - HYDRONIC PIPING. COMMON WORK RESULTS FOR HVAC Tetra Tech 23 05 00 / Page 6 Project No. 08249-15002 Architects & Engineers 1.8 DELIVERY, STORAGE, AND HANDLING A. Packing and Shipping: Ship materials in manufacturer’s containers, fully identified with manufacture’s name, trade name, type, class, style, model, grade, size and color. B. Storage and Protection 1. Store materials, equipment, fixtures, pipe, fittings, attachments, under cover, off ground in original containers as applicable, and protect from physical and weather damage while in storage and during construction. 2. Furnish extra materials identified in technical sections, in original manufacturer’s containers and packaging, to Owner at location identified during Preconstruction Conference. Obtain receipt from Owner upon delivery of extra materials and send copy of receipt to Architect. 3. Replace or repair damaged, rusted, corroded or otherwise unusable materials physically damaged or weather damaged equipment as determined by Architect, at no change in Contract Sum. 1.9 PROJECT/SITE CONDITIONS A. Existing Conditions 1. Reuse equipment only as indicated on Drawings. 2. All existing material and equipment shown on the drawings to be removed during project Work that is not indicated on the drawings as being either reused or turned over to the Owner shall become the Contractor’s property including salvage value and legal disposal cost complete. a. For components indicated on the drawings to be turned over to the Owner, the Contractor shall deliver them to a location on district grounds designated by the Owner. b. For components indicated on the drawings to be reused, Contractor shall carefully remove, protect, and store until appropriate time for re-installation. Contractor shall document any pre-existing damage prior to removals. c. For pipe and tubing indicated to be reused, Contractor shall only reuse those portions of pipe, tubing, and associated fitting assemblies where they are direct replacements of the as specified and as shown new piping assemblies. Valves, strainers, other piping specialties, and insulation shall not be re-used unless specifically indicated on drawings. 3. All other material and equipment to be removed, shall be removed from the site and legally disposed of by the Contractor Tetra Tech COMMON WORK RESULTS FOR HVAC Architects & Engineers Project No. 08249-15002 23 05 00 / Page 7 4. Furnish new equipment and materials for all Heating Work in conformance with Contract Documents, including any material, operation, method or device mentioned, listed or noted within Division 23 Sections, unless reuse is specifically indicated, or unless specified as furnished or installed by all Contractors or others. B. Field Measurements 1. DO NOT SCALE DRAWINGS: Refer to Architectural and Structural drawings for dimensions and details, and verify measurements in field before proceeding. 2. Layout of equipment, piping, and similar components in Drawings is diagrammatic. Review Drawings in the field, identify interference with other construction and verify dimensions at Site prior to beginning installation. a. Obtain exact size and location of all items and openings and confirm all existing conditions in field. Review Shop Drawings of all Contracts. b. Coordinate all Heating Work that interferes with other construction with other responsible Contractor. c. Obtain exact location and roughing requirements for all equipment furnished by others, but installed by this Contractor before roughing. Owner reserves right to make reasonable changes prior to "roughing-in" without increase in Contract Sum. 3. Report any conflicts to Architect in writing before beginning installation. 1.10 SEQUENCING AND SCHEDULING A. Perform all Heating Work in cooperation with Owner, Architect, Construction Manager, and all Contractors on this Project, and other separate Contractors at the Site. 1. Coordinate all Heating Work with construction schedule requirements in Division 01 2. Coordinate all submittals with the construction schedule and with requirements and schedules contained in Section 01 33 00 – Submittals Procedures. 3. Immediately report any delays in receipt of materials required for Heating Work including circumstances causing delays. B. Existing Construction: Provide openings, chases, recesses, lintels and bucks required for admission of Heating Work, unless otherwise noted. Do not cut waterproofed floors or walls for admission of equipment or materials without written permission. Do not pierce structural members without written permission. C. Supports for Heating Work: Provide anchor bolts required supporting or securing Heating Work. Locate settings and check locations as construction progresses. Provide templates or holding fixtures as required to maintain proper accuracy. COMMON WORK RESULTS FOR HVAC Tetra Tech 23 05 00 / Page 8 Project No. 08249-15002 Architects & Engineers D. Cutting and Patching: Bear expense of cutting, patching, repairing or replacing of work of all Contracts required due to fault, error or damage by contractor responsible for Heating Work, unless otherwise specified in Contract Documents. Employ and pay Prime Contractor involved, or if there is no associated Prime Contractor, employ and pay qualified subcontractor as required for corrective work. E. Refer to Division 01 for cooperation between Contractors. Prior to start of construction: 1. Obtain from Contract Drawings or Architect, exact location of items and openings in construction. Conform to existing conditions in field. 2. Review Shop Drawings of all Contracts. 3. If conflict occurs between Contract Drawings, advise Architect in writing before beginning installation and comply with Architect's directions. 4. Obtain exact location and roughing requirements for equipment furnished by other Contractor or by Owner, but installed by Contractor responsible for Heating Work before beginning roughing. 1.11 COORDINATION A. Arrange for pipe spaces, chases, slots, and openings in building structure during progress of construction, to allow for HVAC installations. B. Coordinate installation of required supporting devices and set sleeves in poured-in-place concrete and other structural components as they are constructed. C. Coordinate requirements for access panels and doors for HVAC items requiring access that are concealed behind finished surfaces. Access panels and doors are specified in Division 08 Section "Access Doors and Frames.” D. Coordinate Heating Work with plumbing systems, lighting fixtures, ceiling mounted devices, ceiling heights, materials, structural work, maintenance clearances, electric code clearance, and building systems. Verify that Work of all Contractors can be installed without interference with Heating Work. E. Notify Architect in case of unresolved interferences prior to installation of Heating Work. F. Adjust exact size, location and offsets of exposed HVAC components to achieve reasonable appearance objectives without increase in Contract Sum. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis-of-Design Equipment – Provide as specified and scheduled with all options as required for full compliance. Tetra Tech COMMON WORK RESULTS FOR HVAC Architects & Engineers Project No. 08249-15002 23 05 00 / Page 9 B. Specified Equivalents - If Specified Equivalents (refer to “Definitions” in Part 1 above) are proposed, comply with following requirements: 1. Submit “Specified Equivalent Drawings” as specified in “Submittals” in Part 1 above. a. Provide required changes in design and adjacent construction or equipment at no increase in Contract Sum. 1) Where required, provide larger motors, equipment, additional control devices, valves, fittings, and other miscellaneous equipment necessary for proper operation and provide proper location of roughing and connections to other Contractors. 2) Provide additional motors, starters, power, wiring, and control wiring required. 3) Provide revisions to equipment, wiring, support structure, controls, valves, fittings, and other miscellaneous equipment. 4) Additional Architectural and Engineering work, coordination, and documentation. b. If proposed arrangement for Specified Equivalent is rejected, revise to be compliant and resubmit or submit Basis-of-Design Equipment. 2. Submit “Specified Equivalent Product Data” as specified in “Submittals” in Part 1 above to demonstrate that proposed Specified Equivalent is equal to or better than Basis-ofDesign Equipment with respect to all performance characteristics, including but not limited to durability, individual equipment operating costs, entire interrelated system operating costs, service access, noise levels, vibration levels, compatibility with Owner’s other existing equipment to minimize parts inventory, aesthetics where applicable, and similar characteristics. 3. Do not assume that approval of a specified equivalent submittal implies approval of the installed product. Correct all deviations uncovered during construction and warrantee period that result in or are caused by any lower performance characteristic than the specified Basis of Design equipment. C. Proposed Equivalents and Substitutions: In addition to requirements described elsewhere in these Contract Documents, all proposed equivalent and substitution products being considered shall be subject to the Specified Equivalent requirements listed above. 2.2 MATERIALS A. Minimum Material Requirements: 1. Construct potable water systems and equipment according to AWWA standards. 2. Provide electrical equipment and systems meeting UL standards and requirements of NEC. COMMON WORK RESULTS FOR HVAC Tetra Tech 23 05 00 / Page 10 Project No. 08249-15002 Architects & Engineers 3. Provide UL label on all equipment and material with listing service. 4. Material Flammability: a. Flame spread rating of 25 or less. b. Smoke developed rating of 50 or less. 5. Equipment Verification: Carefully check manufacturer's drawings and specifications as they affect their particular equipment; follow factory instructions for roughing, installation, connection, filling, lubrication, testing, balancing, adjusting, alignment, wiring, and start-up operation. 2.3 SEALANTS A. Comply with requirements for sealants in non-fire rated penetrations specified in Section 07 92 00 "Joint Sealants", and also with requirements for Air Duct sealants in section 23 31 00 – Air Ducts. B. Provide premium products specified for each application as appropriate. 2.4 PENETRATION FIRESTOPPING A. Comply with requirements for sealants in fire rated penetrations specified in Section 07 84 13 “Penetration Firestopping”. B. Submit Manufacturers Product Data Sheets for each type of product selected. Certify that Firestop Material is free of asbestos and lead paint, and complies with local regulations. 1. Certification by firestopping manufacturer that products supplied comply with local regulations controlling use of volatile organic compounds (VOCs) and are nontoxic to building occupants. C. Submit system design listings, including illustrations from qualified testing and inspection agency that is applicable to each firestop configuration. D. Submit a project specific Penetration Firestopping Schedule indicating where each firestop configuration will be used. 2.5 ACCESS DOORS A. Comply with requirements for access doors specified in Section 08 31 13 “Access Doors and Frames” for product requirements of access doors in general construction. B. Comply with requirements for access doors specified in Section 23 33 00 “Air Duct Accessories” for product requirements of access doors in Air Ducts. 2.6 PAINT AND FINISHES A. Refer to Division 09 for paint and finish product specifications. Tetra Tech COMMON WORK RESULTS FOR HVAC Architects & Engineers Project No. 08249-15002 23 05 00 / Page 11 PART 3 - EXECUTION 3.1 HVAC DEMOLITION A. Refer to Division 01 Section "Execution" and Division 02 Section "Selective Structure Demolition" for general demolition requirements and procedures. B. Disconnect, demolish, and remove HVAC systems, equipment, and components indicated to be removed. 1. Ducts to Be Removed: Remove portion of ducts indicated to be removed and cap remaining ducts with same or compatible ductwork material. 2. Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, protect, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational. Document any existing damage before removals. C. If pipe, insulation, or equipment to remain is damaged in appearance or is otherwise made unserviceable by adjacent or associated work or error, remove damaged or unserviceable portions and replace with new products of equal capacity and quality. Verify, document, and confirm pre-existing damage with Owner and Architect before beginning work. 3.2 EQUIPMENT INSTALLATION - COMMON REQUIREMENTS A. Install equipment to allow maximum possible headroom unless specific mounting heights are indicated. B. Install equipment level and plumb, parallel and perpendicular to other building systems and components in exposed interior spaces, unless otherwise indicated. C. Install HVAC equipment to facilitate service, maintenance, and repair or replacement of components. Connect equipment for ease of disconnecting, with minimum interference to other installations. Extend grease fittings to accessible locations. D. Install equipment to allow right of way for piping installed at required slope. E. Ensure each equipment manufacturer: 1. Carefully checks Contract Drawings and Specifications applicable to manufacturer’s equipment before roughing. 2. Reports to Architect, before or when Shop Drawings are submitted, any discrepancies or conditions applied to manufacturer’s equipment that prevents proper functioning, servicing, and other aspects of equipment operation. 3. Provides manufacturer's printed installation instructions for each piece of equipment. 4. Thoroughly instructs Contractor exactly how equipment should be installed, connected, lubricated, started, operated, and similar aspects to ensure all factory instructions are rigidly followed during installation of equipment. COMMON WORK RESULTS FOR HVAC Tetra Tech 23 05 00 / Page 12 Project No. 08249-15002 Architects & Engineers F. Install, test, start, and operate equipment as instructed by manufacturer. G. Submit written evidence from equipment manufacturer that manufacturer’s equipment and systems have been: 1. Installed in strict accordance with manufacturer's recommendations. 2. Properly aligned and adjusted, tested, lubricated, wired, balanced, and similar operations H. Equipment Connections 1. Provide equipment waste, drip, overflow, bleed water, condensate, and drain connections extended to floor or roof drains or other approved points of discharge. Provide integral condensate pumps and appropriate piping for units where gravity condensate drain is not practical or possible. I. Concealment: Conceal all Work not specifically shown on the Drawings as exposed. Note piping risers may be shown outside of walls due to scale of drawing symbols – the general intent is for these pipes to be concealed within the general construction if possible or if not possible, to be within riser chases. If for any reason concealment is impossible, notify the Architect and obtain written approval before starting that part of the Work. J. Exposed Items: Install exposed items as shown on Drawings or as approved by Architect. Obtain Architect's approval for final arrangement and appearance before installing items in areas without ceilings. K. Damaged Components and Replacement: If pipe, duct, insulation, or any HVAC component or equipment is damaged in appearance or is otherwise unserviceable, remove damaged or unserviceable portions and replace with new products of equal capacity and quality. 3.3 MECHANICAL PENETRATIONS, WATERPROOFING, AND SEALING A. Openings Through Floors and Inside Walls: Provide through penetration systems for all mechanical work floor and wall penetrations which do not compromise the integrity of the floor or wall with regards to fire rating, smoke passage rating, acoustical noise reduction rating, or seismic rating. Insure through penetration system does not transmit mechanical vibrations to building walls or floors. Seal all floor penetrations to effectively block the passage of smoke and fumes. 1. Provide structural support for floor deck around all penetrations larger than 12 inches in any dimension, unless specifically indicated otherwise elsewhere on the contract documents. 3.4 FIRESTOPPING A. Provide Through-Penetration Firestopping Systems and Devices listed in UL Fire Resistance Directory under categories XHCR and XHEZ and conforming to construction type, penetrant type, annular space requirements and fire rating indicated or required for each application. Tetra Tech COMMON WORK RESULTS FOR HVAC Architects & Engineers Project No. 08249-15002 23 05 00 / Page 13 B. Provide systems that withstand passage of cold smoke either as inherent property of system or by use of separate product included as part of UL system or device designed to perform this function. C. Applied Fireproofing: 1. Coordinate the installation of hangers, supports and accessories from the structural steel with the Contractor responsible for fireproofing. Install all hangers and supports prior to fireproofing. 2. Repair and/or replacement of any fireproofing removed or damaged as a consequence of the installation work of the Heating Work Contract shall be the responsibility of the Heating Work Contractor. a. Employ the services of an approved fireproofing contractor to repair or replace the fireproofing by patching any areas that have been removed or damaged due to the installation of work after the completion of the fireproofing. b. Repaired or replacement fireproofing shall match the fireproofing adjacent to the repaired area. All warranties shall be maintained. c. Remove all excess applied fireproofing from surfaces adjacent to those requiring it, leaving area clean and neat. 3.5 ACCESS DOORS A. Provide all access doors shown on Drawings and as required for access to motors, dampers, valves, controls and all other devices requiring periodic inspection, adjustment or maintenance where located above or within inaccessible walls or ceilings except where access doors are indicated to be provided by others. B. Engage skilled tradesman experienced in installation of access doors in applicable types of adjacent construction to install access doors. Install in accordance with requirements of Division 08 Section on access doors. C. Existing Walls, Floors, and Ceilings: Cut and patch to install access doors in conformance with Section 01 73 00 - Execution. D. Ductwork: Provide all access doors as required by section 23 31 00 – Air Ducts and 23 33 00 – Air Duct Accessories. 3.6 PAINTING A. Painting of HVAC systems, equipment, and components is additionally specified in Division 09 Sections on Painting. B. Damage and Touchup: Repair marred and damaged factory-painted finishes with materials and procedures to match original factory finish. COMMON WORK RESULTS FOR HVAC Tetra Tech 23 05 00 / Page 14 Project No. 08249-15002 Architects & Engineers C. Vary initial and final coat colors slightly as required to provide positive identification between coats. Do not proceed with final coat until initial coat is properly cured per manufacturer’s instructions, and has been approved as complete by Owner’s Project Representative. Final coat shall completely conceal initial coat(s). D. Paint Requirements: 1. Applications a. Provide HVAC components exposed to view in finished spaces such as gymnasiums, classrooms, offices, corridors, etc., with factory finishes as specified elsewhere; refer to Division 09 for additional painting if required (exposed piping and duct in particular). 1) Provide touch up painting as required to repair, or replace as directed, damaged factory finishes of HVAC components. 2. Paint all exposed metal surfaces that will be above 150 degrees F when in operation, with two coats of heat resistant paint. 3. Paint all miscellaneous fabricated ferrous supports complete. 4. Paint all ferrous piping and components located outdoors as specified in Division 09, except where insulation is to be applied over piping or component. a. Where insulation is to be applied over exterior ferrous (steel) piping or components, first apply one full coverage coat of corrosion inhibiter equal to “Polyguard RG-2400”. 5. Do not paint a. Chrome plated materials, aluminum and brass valves, or brass trim on iron body valves, stainless steel materials, copper indirect waste piping, laboratory waste and vent piping. b. Piping above finished ceiling spaces, except un-insulated ferrous piping and supports. c. Exposed copper pipe, brass valves, or brass trim on iron body valves, or machinery or equipment with factory-applied finish, unless otherwise specified. 6. Coating Systems: Comply with application and material requirements specified in Division 09. 3.7 PROTECTION A. Maintain systems during construction, temporary use, and until acceptance by Owner. 1. Properly lubricate all HVAC systems bearings during use. 2. Maintain limit controls, overload devices, and safety controls in operating condition during use Tetra Tech COMMON WORK RESULTS FOR HVAC Architects & Engineers Project No. 08249-15002 23 05 00 / Page 15 3.8 ALTERATIONS A. Provide protection of existing facilities, demolition and removals, replacement and restoration, including patch-to-match requirements, and hazardous materials procedures to install Heating Work in conformance with Division 01 requirements. B. Provide cutting and patching required to install Heating Work in accordance with the requirements of Division 01 covering cutting and patching. 3.9 ADJUSTING AND CLEANING A. Adjust all work as required to insure systems perform as designed and as intended, including but not limited to the following: 1. Adjust all registers and diffusers to insure even air distribution free of objectionable drafts. Include all new and all existing to remain registers and diffusers on systems where HVAC modifications are made. 2. Adjust all hangers and supports to insure proper piping slope, alignment of flexible connections, even loadings, proper venting and draining, proper control over thermal expansion, etc. 3. Adjust all mechanical equipment insuring it runs properly as intended, providing the performance specified and required, and as required to maintain all warrantees. B. Clean work furnished or provided as part of Heating Work, including but not limited to equipment, control panels and devices. 1. Refer to and comply with Section 01 50 00 - Temporary Facilities and Controls for additional requirements for cleaning during construction and Section 01 77 00 – Closeout Procedures for additional requirements for final cleaning. 2. Remove debris, leftover piping, tubing, metal, insulation, cartons, papers, etc., resulting from Heating Work. 3. Remove all rust, dirt, oil, etc. from Heating Work to be painted and maintain in condition ready for painting. 4. Clean inside and outside of all equipment and distribution systems provided including (but not limited to) following: a. All enclosures. b. Remove all rust, oils, and similar contamination from all equipment, piping and supports to be painted, and leave components ready for painting. c. Remove debris, leftover piping, wiring, tubing, metal, insulation, cartons, papers, and similar items left in building or on Site. Clean building as often as necessary and when directed by Architect. COMMON WORK RESULTS FOR HVAC Tetra Tech 23 05 00 / Page 16 Project No. 08249-15002 Architects & Engineers C. Final Cleaning: In addition to requirements specified in Section 01 77 00 – Closeout Procedures and other sections in Division 23, provide following measures. 1. Refer to Section 23 01 30 – Mechanical Cleaning and Restoration for detailed specifications for detailed specifications on mechanical systems cleaning. 2. Provide written notification to Architect upon completion of all final cleaning procedures and request inspection of final cleaning. 3.10 DEMONSTRATION OF COMPLETED SYSTEMS: A. Prior to Final Completion, thoroughly demonstrate and instruct Owner’s designated representatives in care and operation of all heating and ventilating systems and equipment provided in Heating Work. Provide necessary skilled labor to operate all systems for not less than 5 days and provide required instruction. 1. In addition to Contractor’s instruction, arrange for technically qualified factory representatives to train Owner's designated representatives in care, maintenance, and operation of following manufacturer’s equipment and systems. a. Grease Ducts. b. Grease Exhaust Fans. 2. Coordinate and schedule time and place of all training through Architect at Owner’s convenience. 3. Submit letters verifying satisfactory completion of all instruction including date of instruction, names of persons in attendance and countersigned by authorized representative of Owner. 4. Until final acceptance, Contractor retains full responsibility for systems operations and maintenance, even though operated by Owner's personnel during instruction, unless otherwise agreed to in writing. 5. During instruction, provide list, sealed in clear plastic, outlining operating, maintenance, and starting precautions and procedures to be followed by Owner for operating systems and equipment. END OF SECTION 23 05 00 Tetra Tech HANGERS AND SUPPORTS FOR HVAC COMPONENTS Architects & Engineers Project No. 08249-15002 23 05 29 / Page 1 SECTION 23 05 29 - HANGERS AND SUPPORTS FOR HVAC COMPONENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General Requirements and associated Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes 1. Hangers and supports for (but not limited to) following components: a. Duct hangers and supports b. Equipment hangers and supports 2. Miscellaneous components and accessories including (but not limited to): a. Anchors b. Guides c. Fasteners d. Custom supports e. Insulation protection systems 1.3 DEFINITIONS A. MSS: Manufacturers Standardization Society of the Valve and Fittings Industry Inc. 1.4 PERFORMANCE REQUIREMENTS A. Provide corrosion resistant construction as described below for hangers, hanger rods, supports, fittings, hardware, etc, unless otherwise noted or approved. Note that not all products described below are available in corrosion resistance as required for all applications listed – select appropriate corrosion resistant products as required. Multiple conditions may apply, in which case the more corrosion resistant construction is required: 1. General purpose indoor: ASTM B-633 Fe/Zn 25 minimum zinc plated fasteners, ASTM B-653 G90 minimum sheet steel, factory baked enamel paint, or anodized. 2. In contact with aluminum: Same aluminum alloy as equipment or 300 series stainless steel. 300 series stainless steel fasteners. 3. Miscellaneous fabricated custom supports, anchor bases, etc..: painted in accordance with Section 23 05 00 – COMMON WORK RESULTS FOR HVAC. 23 05 29 HANGERS AND SUPPORTS FOR HVAC COMPONENTS Tetra Tech 23 05 29 / Page 2 Project No. 08249-15002 Architects & Engineers 4. Other special conditions: where noted on drawings, provide materials of special temperature, corrosion resistance, or other properties, as required for durable and safe performance. B. Allowable Working Loads: 1. Use only manufacturer’s load rated hangers, supports, and fasteners designed and rated for the intended service. 2. Do not load connectors, hangers, or supports to more than the manufacturers’ recommended working load or the following: a. Use a safety factor of 5:1 minimum with respect to manufacturers’ published ultimate shear strength. b. Use a safety factor of 10:1 minimum with respect to manufacturers’ published ultimate tension or pull-out strength. C. Structural Performance: Hangers and supports for HVAC piping and equipment shall withstand the effects of gravity loads and stresses within limits and under conditions indicated according to ASCE/SEI 7. 1. Design equipment supports capable of supporting combined operating weight of supported equipment and connected systems and components. 1.5 SUBMITTALS A. Product Data: Submit manufacturer’s product literature, technical specifications, and other data required to demonstrate compliance with specified requirements for following components: 1. Hangers and supports 2. Miscellaneous components B. Shop Drawings: Submit intended custom support construction for approval. C. All supports, etc., shall meet the approval of the Architects / Engineers. Submit shop drawings showing fabrication and installation details including calculations for the following; include Product Data for components: 1. Metal framing systems. 2. Pipe stands. 3. Equipment supports. 4. Include detailed layout and loading drawings for all above roof piping and equipment. 1.6 QUALITY ASSURANCE A. Comply with applicable requirements of following standards for all hangers and supports: 1. ANSI / ASME Code for Pressure Piping B 31.1 2. ASTM standards for corrosion resistant Zinc coatings. Tetra Tech HANGERS AND SUPPORTS FOR HVAC COMPONENTS Architects & Engineers Project No. 08249-15002 23 05 29 / Page 3 3. AWS D1.1/D1.1M, "Structural Welding Code - Steel." 4. Metal Framing Association MFMA-2 5. ANSI/ NFoPA NDS - National Design Specification for Wood Construction 6. SMACNA – Sheet Metal and Air Conditioning Contractor’s National Association, Inc. B. All welding shall be approved procedures performed by approved welders. Refer to Section 23 21 13 – HYDRONIC PIPING, for details on welder’s qualification requirements. PART 2 - PRODUCTS 2.1 GENERAL A. For convenience, details and specifications have been based on product types as defined in MSS SP-58 and 69 where applicable, and, where not applicable, catalog numbers shown have been based on products by the listed manufacturers. 2.2 PIPING ATTACHMENTS A. Individually Suspended Horizontal Rigid Piping or Tube Attachments: 1. Band type: a. 1-1/4 inch diameter pipe size and less only. b. Formed steel loop overlapped at top with rod sized hole or insert nut. With or without side insert closure. c. MSS SP-58 type 5, 6, or 10. 2. Clevis type: a. Any size pipe or tubing. b. Formed steel bands top and bottom connected by sheer bolt. c. MSS SP-58 type 1. B. Individual Vertical Rigid Piping and Tube Attachments: 1. Split Ring type: a. 1-1/4 inch diameter pipe size and less only. b. Cast malleable iron split ring with steel pivot and bolt, cast boss on one side threaded for standard rod or pipe attachment. Designed to accommodate minimal longitudinal movement only. c. MSS SP-58 type 12. C. Provide products by one of the following manufacturers: HANGERS AND SUPPORTS FOR HVAC COMPONENTS Tetra Tech 23 05 29 / Page 4 Project No. 08249-15002 Architects & Engineers 1. B-Line Systems, Inc., Highland Illinois, or equal 2. ERICO/Michigan Hanger Co.; Solon, Ohio, or equal 3. Grinnell Corporation; Pipe Support Division, Cranston, Rhode Island, or equal. 2.3 DUCT HANGERS AND SUPPORTS: A. Per SMACNA Duct Manual standards for size, height, and location of ductwork, and as noted below. 1. Materials and corrosion resistance as listed above. 2. SMACNA load tables allow for no external loads on duct: provide for 200 lb external load on all duct hangers and supports. Increase hanger and support sizes from SMACNA tables accordingly: a. Minimum band size 20ga. x 1 inch. b. Duct 48” wide and larger; provide trapeze style support of metal channel framing or angle iron, suspended from threaded rods. 3. Hanger bands to extend down sides and turn under bottom 1 inch minimum for all duct sizes. Minimum (2) #10 sheet metal screws per hanger (one each on side and bottom), (2) screws minimum on sides for duct over 12 inches tall, 12 inches on center max. 4. Round exposed duct: hang from twin half round bands and rods, or as otherwise detailed. 2.4 BUILDING ATTACHMENTS: A. Structural Steel Connectors: 1. C-Clamp style: a. FM approved, U.L. listed, steel or malleable iron C-clamp with hardened set screw and lock nut, tapped for rod size, typically eccentrically loads structure. b. Hanger rod bypasses structure: MSS SP-58 type 19. c. Hanger rod in line with set screw: MSS SP-58 type 23. 2. Center Loading Beam and Channel Clamp Style: a. Forged or formed steel or malleable iron construction, beam clamps with connection for concentrically loading structure, of types as required by loading and configuration. b. MSS SP-58 types 21, 27, 28, 29, and 30. 3. Pivoting or Adjustable Connection Style: a. Structural welding lug with forged steel clevis, side beam bracket, or other appropriate pivoting beam clamps as required for sloped steel. b. Use for sloped steel, where thermal movement requires pivot, where seismic controls requires non-moment building connection, and elsewhere as required. Tetra Tech HANGERS AND SUPPORTS FOR HVAC COMPONENTS Architects & Engineers Project No. 08249-15002 23 05 29 / Page 5 c. MSS SP-58 types, 21 or 22 with 16 or 17, 34, 57 with 14, etc... 4. Provide products by one of the following manufacturers: a. B-Line Systems, Inc., Highland Illinois, or equal b. ERICO/Michigan Hanger Co.; Solon, Ohio, or equal c. Grinnell Corporation; Pipe Support Division, Cranston, Rhode Island, or equal. B. Existing Concrete Connectors 1. Self-energizing tapered expansion bolt/sleeve: GSA specification FF-S-325, Group II, Type 3, Class 3, UL Listed, FM approved, complete with split expansion sleeve, washer, and hex head nut; similar to “Rawl Lok/Bolt” by Rawlplug. 2. Dual-Interlocking Expansion Wedge Stud: GSA specification FF-S-325, Group II, Type 4, Class 1, UL Listed, FM approved, complete with split expansion sleeve, washer, and hex head nut; similar to “Rawl-Stud” by Rawlplug. 3. Dual-Interlocking Expansion Wedge Threaded Rod Anchors: UL Listed, FM approved, complete with split expansion sleeve; similar to “Rod Hanger Wedge Anchor” by Rawlplug. 4. Provide products by one of the following manufacturers: a. Hilti, Inc.; Tulsa, Oklahoma, or equal b. Ramset/Red Head; Michigan City, Indiana, or equal c. Rawlplug Co. Inc.; New Rochelle, New York, or equal. C. Hollow Masonry, Hollow Concrete, Pre-cast Plank Connectors 1. Toggle Bolt Type: GSA specification FF-B-588C,Type 1, Class A with ultimate load capacities meeting or exceeding load capacities for hollow concrete block in conformance with ASTM C-90; similar to “Rawl Toggle Bolt” by Rawlplug. 2. Epoxy/Screen tube type: Manufacturer’s load rated epoxy resistant to the chemical exposure of the application and capable of developing the ultimate strength of the threaded rod used, with stainless steel screen tube designed specifically for use with epoxy anchors in hollow masonry. Use manufacturer’s recommended mixing/injection device. Similar to the “Foil-Fast”, “Chem-Fast”, and “Chem-Stud” systems by Rawlplug. 3. Through bolt, nuts, square plate steel washer (thickness equal to half bolt diameter, width equal to six diameters minimum). 4. Provide products by one of the following manufacturers: a. Hilti, Inc.; Tulsa, Oklahoma, or equal b. Ramset/Red Head; Michigan City, Indiana, or equal c. Rawlplug Co. Inc.; New Rochelle, New York, or equal. D. Flanged Connectors: HANGERS AND SUPPORTS FOR HVAC COMPONENTS Tetra Tech 23 05 29 / Page 6 Project No. 08249-15002 Architects & Engineers 1. Applicable for attachment to building steel, concrete, or wood. 2. Malleable iron flange base, with central threaded hole for connection to threaded rod and symmetrical side hole for securing to structure with appropriate fasteners, typically used with split rings, similar to “Model No. 365M" by ERICO/Michigan Hanger. 3. Pipe Stanchion Flanged Support Plate and Floor Stand: ASTM A-536 ductile iron support plate with 1-inch rolled thread adjustment stud and nut, or 1/4-inch carbon steel base plate welded to schedule 80 threaded steel pipe, designed for use with Stanchion Saddle style supports described above; similar to “PS1236 Redi-Jack Pipe Support” by Red Hed. 4. Provide products by one of the following manufacturers: a. B-Line Systems, Inc., Highland Illinois, or equal b. ERICO/Michigan Hanger Co.; Solon, Ohio, or equal c. Red Hed; Lincoln, Rhode Island. or equal. 2.5 MANUFACTURED METAL FRAMING SYSTEMS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Allied Tube & Conduit. 2. Cooper B-Line, Inc. 3. Flex-Strut Inc. 4. Unistrut Corporation; Tyco International, Ltd. B. Description: Factory, shop, or field-fabricated support assembly made of steel channels, accessories, fittings, and other components, factory stock or custom designed and assembled for supporting diverse mechanical components. C. Standard: MFMA-4. D. Channels: Load rated continuous slotted steel channel with in-turned lips. E. Channel Nuts: Formed or stamped steel nuts or other devices designed to fit into channel slot and, when tightened, prevent slipping along channel. F. Corrosion resistance as described above. 2.6 EQUIPMENT SUPPORTS A. Provide custom designed hangers and supports to properly and resiliently support all contract equipment as required by special circumstances encountered. Suspend from above or support from below as shown on drawings and as required. B. Use structural carbon steel plate and shapes, secured by welding or bolts as required. C. Use load rated fasteners full size of the component attachment points unless specifically requested and approved otherwise. Tetra Tech HANGERS AND SUPPORTS FOR HVAC COMPONENTS Architects & Engineers Project No. 08249-15002 23 05 29 / Page 7 D. Provide lateral bracing as required minimizing potential for sway. E. Fabricate as required to transmit loads and reaction forces to structure, in accordance with applicable details and layouts shown on Drawings, and as approved by Architect. Submit load calculations and fabrication details for approval for all such supports including verified coordinated dimensions, weights, etc., of mechanical component, support component, and building structure proposed. 2.7 MISCELLANEOUS COMPONENTS AND ACCESSORIES A. Piping Anchor and Guide Bases: 1. Provide custom designed piping anchor and guide bases as required to properly transmit the piping reaction forces to the building structure. 2. Triangulate fabrication to transmit reaction forces to deck edge of structure or other approved anchorage. Submit fabrication details for approval for all such supports including verified coordinated dimensions of support components and building structure proposed for attachment. 3. Use structural steel plate and shapes of pipe wall thickness minimum, with pipe diameter leg dimension minimum, secured by welding or multiple bolts of the pipe’s hanger rod size minimum. Increase dimensions as required due to excessive unsupported length (greater than 15 pipe diameters) or moment bearing (bending) design. 4. Secure to at least two structural members, using at least three points of attachment designed to transmit both longitudinal and lateral piping reaction forces. B. Grout: ASTM C 1107, factory-mixed and -packaged, dry, hydraulic-cement, nonshrink and nonmetallic grout; suitable for interior and exterior applications. 1. Properties: Nonstaining, noncorrosive, and nongaseous. 2. Design Mix: 5000-psi, 28-day compressive strength. C. Threaded Rods, Bolts, Nuts, Washers, Metals, Hardware, and Miscellaneous Assembly Components: 1. Provide manufacturer’s load rated fasteners with size, strength and corrosion resistance as required for the application. 2. Rods, bolts, machine screws: rolled forged ANSI B1 Class 2A or better thread, bolts and screws with heads as required by the application. 3. Nuts: heavy pattern where space permits and where subject to repeated operation, ANSI B1 Class 2B or better thread. 4. Washers: US pattern where space permits, SAE pattern otherwise, with toothed or split lock washer when attached to equipment with moving or vibrating parts. 5. Sheet metal screws: self drilling, thread forming, hardened steel (hardened SS as required), load rated screws with hex heads designed for power driving HANGERS AND SUPPORTS FOR HVAC COMPONENTS Tetra Tech 23 05 29 / Page 8 Project No. 08249-15002 Architects & Engineers 6. Structural Steel: ASTM A 36/A 36M, carbon-steel, black and galvanized, and/or series 300 Stainless Steel plates, bars, angles, channels, and other shapes in thickness and size as required for load. PART 3 - EXECUTION 3.1 EXAMINATION A. Verification of Conditions: Examine conditions under which hangers and supports are to be installed and notify Architect in writing of any conditions detrimental to proper and timely installation. Do not proceed with installation until unsatisfactory conditions have been corrected in an acceptable manner. 1. When Contractor confirms conditions as acceptable to ensure proper and timely installation and to ensure requirements for applicable warranty or guarantee can be satisfied, submit to Architect written confirmation. Failure to submit written confirmation and subsequent installation will be assumed to indicate conditions are acceptable to Contractor. 2. Identify any discrepancies between specifications and field conditions or changes required due to specific equipment selection, prior to installation. Corrective work required by discrepancies after installation at Contractor's expense. 3.2 GENERAL INSTALLATION A. Provide complete hanger and support systems for piping and ductwork systems and equipment, including all necessary attachments, fasteners, threaded rods, bolts, miscellaneous hardware, and associated work as required. B. Provide specified products, installed in accordance with applicable sections of this specification, in accordance with the manufacturer's recommended installation instructions, and as detailed on the Drawings. C. Support pipe, duct, and equipment from the building structure. 1. Provide approved miscellaneous support structure as required to attach hangers and supports to building structure in conformance with all applicable standards and related specification sections. 2. Do not use chain, perforated hanger strapping or band, wire hangers, or kinked, bent, or otherwise damaged hangers and supports. 3. Do not support one pipe from another, one duct from another, pipe from duct or equipment, or any similar combination. 4. Install lateral bracing with pipe hangers and supports as required to prevent swaying. 5. Provide special hangers and supports as shown on the drawings, as required to suit existing conditions, and as required for proper installation of equipment. Tetra Tech HANGERS AND SUPPORTS FOR HVAC COMPONENTS Architects & Engineers Project No. 08249-15002 23 05 29 / Page 9 D. Coordinate the installation with applied fireproofing and where possible install attachments to structure prior to fireproofing. Where prior installation is not possible, repair fireproofing as required. 1. Repair or replace any fireproofing removed or damaged during installation of components. 2. Ensure repaired or replacement fireproofing continuously matches or exceeds rating of adjacent fireproofing and ensure that all warranties are maintained. E. Load Distribution: Install hangers and supports so that live and dead loads and stresses from movement will not be transmitted to connected equipment. 3.3 PIPE HANGER AND SUPPORT INSTALLATION A. Pipe Slopes: Install hangers and supports to provide indicated pipe slopes and to not exceed maximum pipe deflections allowed by ASME B31.9 for building services piping. Provide for slope of trapeze supported piping systems with adjustable individual piping attachments. 3.4 BUILDING ATTACHEMENTS INSTALLATION A. Threaded Rod for Hangers: 1. Double nut each end of each rod. Threaded clamp, turnbuckle, etc. counts as one nut. 2. Rod size for individual pipe hangers and two rod / two pipe or duct trapeze style supports: Rod size: for Pipe size: for Duct size: 3/8” 2” and smaller. 48” wide to 72” 1/2” 2-1/2" and 3". Over 72” wide 5/8” 4" and 5". 3/4” 6". 3. For multiple pipe or duct trapeze style supports with two rods for more than two pipes or two or more ducts, size rods according to manufacturers recommended safe working loads taking into account total hung weight, 200 pound live load, as well as capacity of structure; each rod not smaller than size shown above for largest pipe or the sum of the duct width in the trapeze. Submit details of all such supports and connectors for approval before construction, including schedule of proposed sizes and capacities. B. Fastener Systems: Provide screws, bolts, approved anchors, etc., to secure piping, duct, equipment, supports, and miscellaneous components and accessories to structure. Nailing not permitted. 1. Install all fastener systems and anchorage in strict accordance with fastener manufacturer’s instructions and as otherwise indicated below. HANGERS AND SUPPORTS FOR HVAC COMPONENTS Tetra Tech 23 05 29 / Page 10 Project No. 08249-15002 Architects & Engineers 2. Install building attachments within concrete slabs or attach to structural steel. Install additional attachments at concentrated loads, including valves, flanges, and strainers, NPS 3” and larger and at changes in direction of piping. Install concrete inserts before concrete is placed; fasten inserts to forms and install reinforcing bars through openings at top of inserts. 3. Minimize eccentric loading of structure as follows: a. For paired point loads eccentrically suspended (C-clamp attached supply and return pipes, etc), suspend from opposite edges of structural member. b. For point loads over 400 pounds, use center loading beam clamps or other structurally concentric building attachment, and confirm proposed configuration with Engineer by submittal. 4. For connection to existing concrete: a. Connect only to sound concrete free of evidence of deterioration. b. Do not install connections or apply loads to recently cast curing concrete until written approval is received from contractor responsible for concrete strength. Use compressive strength certified by ASTM approved test results. c. For older existing concrete and in the absence of ASTM approved tests certifying otherwise, assume a concrete compressive strength of f’c  3000 psi. d. Install powder-actuated fasteners for use in lightweight concrete or concrete slabs less than 4 inches thick in concrete after concrete is placed and completely cured. Use operators that are licensed by powder-actuated tool manufacturer. Install fasteners according to powder-actuated tool manufacturer's operating manual. Do not use powder-actuated fasteners in precast concrete or in pull-out tension. 3.5 DUCT HANGERS AND SUPPORTS: A. Install per SMACNA duct manual and as modified by the requirements of this section. B. Provide support spacing per building structural system but not greater than 8 feet. Provide extra support structure as required. 3.6 METAL FRAMING AND EQUIPMENT SUPPORT INSTALLATION A. Fabricate structural-steel stands to suspend equipment from structure overhead or to support equipment above floor. B. Custom Hangers and Supports: Install as required by special circumstances encountered, in accordance with applicable details and layouts shown on Drawings, and as approved by Architect. C. Provide lateral bracing to prevent swaying for equipment supports. D. Grouting: Place grout under supports for equipment and make bearing surface smooth. Tetra Tech HANGERS AND SUPPORTS FOR HVAC COMPONENTS Architects & Engineers Project No. 08249-15002 23 05 29 / Page 11 E. Fit exposed connections together to form hairline joints. Field weld connections that cannot be shop welded because of shipping size limitations. F. Field Welding: Comply with AWS D1.1/D1.1M procedures for shielded, metal arc welding; appearance and quality of welds; and methods used in correcting welding work; and with the following: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. Finish welds at exposed connections so no roughness shows after finishing and so contours of welded surfaces match adjacent contours. 3.7 ADJUSTING A. Adjust all hangers and supports after installation of piping and associated equipment to distribute loads equally on attachments and to achieve proper pitch for the applicable piping system. B. Trim excess length of continuous-thread hanger and support rods as required - avoid hazardous protrusion. 3.8 PAINTING AND TOUCHUP A. Touchup: Clean field welds and abraded areas of shop paint. Paint exposed areas immediately after erecting hangers and supports. Use same materials as used for shop painting. Comply with SSPC-PA 1 requirements for touching up field-painted surfaces. 1. Apply paint by brush or spray to provide a minimum dry film thickness of 2.0 mils. B. Touchup: Cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint on miscellaneous metal are specified in Division 09. C. Galvanized Surfaces: Clean welds, bolted connections, and abraded areas and apply galvanizing-repair paint to comply with ASTM A 780. END OF SECTION 23 05 29 Tetra Tech INDENTIFICATION FOR HVAC COMPONENTS Architects & Engineers Project No. 08249-15002 23 05 53 / Page 1 SECTION 23 05 53 - IDENTIFICATION FOR HVAC COMPONENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General Requirements and associated Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Equipment labels. 2. Duct labels. 3. Stencils. 1.3 SUBMITTALS A. Include information on supplier, manufacturer’s cut sheets, Equipment Schedules, and Valve Schedules in Operation and Maintenance Manuals. 1.4 COORDINATION A. Coordinate installation of identifying devices with completion of covering and painting of surfaces where devices are to be applied. B. Coordinate installation of identifying devices with locations of access panels and doors. C. Install identifying devices before installing acoustical ceilings and similar concealment. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Paint: Refer to DIVISION 09. B. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Brimar Industries, Inc. or equal. 2. Campbell International (Ltd.), or equal. 3. Craftmark Identification Systems, Fort Worth, Texas, or equal 4. EMED Company, Inc., Buffalo, New York , or equal 5. Seton Name Plate Company, New Haven, Connecticut, or equal 23 05 53 IDENTIFICATION FOR HVAC COMPONENTS Tetra Tech 23 05 53 / Page 2 Project No. 08249-15002 Architects & Engineers 2.2 LABELS A. Equipment Labels: 1. Material and Thickness: Brass, 0.032-inch minimum thickness, and having predrilled or stamped holes for attachment hardware, or multilayer, multicolor, plastic labels for mechanical engraving, 1/8 inch thick, and having predrilled holes for attachment hardware 2. Minimum Label Size: Length and width vary for required label content, but not less than 2-1/2 by 3/4 inch. 3. Colors: a. Brass Labels: black in-filled letters on brass background b. Plastic Labels: white letters on black plastic background c. Warning Signs: yellow letters on black background. 4. Able to withstand temperatures up to 160 deg F continuously. 5. Minimum Letter Size: 1/4 inch for name of units if viewing distance is less than 24 inches, 1/2 inch for viewing distances up to 72 inches, and proportionately larger lettering for greater viewing distances. Include secondary lettering two-thirds to three-fourths the size of principal lettering. 6. Fasteners: Stainless-steel rivets or self-tapping screws. 7. Adhesive: Contact-type permanent adhesive, compatible with label and with substrate. B. Equipment Label Content: Include equipment's Drawing designation or unique equipment number and equipment function. C. Equipment Label Schedule: For each item of equipment to be labeled, on 8-1/2-by-11-inch bond paper. Tabulate equipment identification number and identify Drawing numbers where equipment is indicated (plans, details, and schedules), plus the Specification Section number and title where equipment is specified. Include Equipment Schedule in Operation and Maintenance Manual. 2.3 DUCT LABELS A. Material and Thickness: Multilayer, multicolor, plastic labels for mechanical engraving, 1/8 inch thick, and having predrilled holes for attachment hardware. B. Colors: Letter color, black; background color, white. C. Maximum Temperature: Able to withstand temperatures up to 160 deg F. D. Minimum Label Size: Length and width vary for required label content, but not less than 2-1/2 by 3/4 inch. Tetra Tech INDENTIFICATION FOR HVAC COMPONENTS Architects & Engineers Project No. 08249-15002 23 05 53 / Page 3 E. Minimum Letter Size: One inch for viewing distances up to 60 inches, and proportionately larger lettering for greater viewing distances. Include secondary lettering two-thirds to threefourths the size of principal lettering. F. Fasteners: Stainless-steel rivets or self-tapping screws. G. Adhesive: Contact-type permanent adhesive, compatible with label and with substrate. H. Duct Label Contents: Include identification of duct service, duct size (inches x inches clear inside dimensions, side labeled first), and an arrow indicating flow direction. 1. Unless specifically indicated otherwise on Drawings, use duct service designations below, where (SYSTEM) is the equipment served: a. (SYSTEM) SUPPLY AIR b. (SYSTEM) RETURN AIR c. (SYSTEM) RELIEF AIR d. (SYSTEM) OUTSIDE AIR e. (SYSTEM) MIXED AIR f. (SYSTEM) MIXED EXHAUST g. (SYSTEM) TOILET EXAUST 2. Flow-Direction Arrows: Integral with duct system service lettering to accommodate both directions, or as separate unit on each duct label to indicate flow direction. 2.4 STENCILS A. Stencils: Prepared with letter sizes according to ASME A13.1 for ducts (1 inch for each five feet viewing distance). 1. Stencil Material: Durable, thin, as required to make crisp stenciled pattern. 2. Stencil Paint: Exterior, gloss, acrylic enamel black unless otherwise indicated. Paint may be in pressurized spray-can form. 3. Identification Paint: Exterior, acrylic enamel in colors according to ASME A13.1 unless otherwise indicated. 4. Stenciled Label Contents: as described in duct labels above. PART 3 - EXECUTION 3.1 PREPARATION A. Clean equipment surfaces of substances that could impair bond of identification devices, including dirt, oil, grease, release agents, and incompatible primers, paints, and encapsulants. B. Beginning installation constitutes Contractor’s acceptance of substrates and conditions. IDENTIFICATION FOR HVAC COMPONENTS Tetra Tech 23 05 53 / Page 4 Project No. 08249-15002 Architects & Engineers 3.2 EQUIPMENT LABEL INSTALLATION A. Install or permanently fasten labels on each major item of mechanical equipment. B. Locate equipment labels where accessible and visible. 3.3 DUCT LABEL INSTALLATION A. Install plastic-laminated duct labels with permanent adhesive on air ducts. B. Stenciled Duct Label Option: Stenciled labels, showing service, size, and flow direction as indicated above, may be provided instead of plastic-laminated duct labels, at Installer's option, for concealed ductwork or if lettering larger than 1 inch high is needed for proper identification because of distance (over ten feet) from normal location of required identification. Stencils shall be crisp and neat with no overspray, drips, runs, or other imperfections visible from normal viewing distance. C. Locate labels near points where ducts enter into concealed spaces and at maximum intervals of 50 feet in each space where ducts are exposed or concealed by removable ceiling system. END OF SECTION 23 05 53 Tetra Tech HVAC INSULATION Architects & Engineers Project No. 08249-15002 23 07 00 / Page 1 SECTION 23 07 00 - HVAC INSULATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General Requirements and associated Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes materials and installation requirements for mechanical component insulation and related accessories. 1. Insulation Materials: a. Fire rated insulation systems 2. Insulation Accessories: a. Adhesives. b. Lagging adhesives. c. Sealants. d. Factory-applied jackets. e. Field-applied fabric-reinforcing mesh. f. Field-applied cloths. g. Field-applied jackets. h. Tapes. i. Securements. j. Corner angles. k. Insulation protection systems 1.3 DEFINITIONS A. “Concealed”: Work within or behind various construction elements, or in crawl spaces or trenches, that is not exposed to view when Project has been completed. (Areas above ceilings, including above Auditorium or Large Group Instruction partially open “cloud” ceilings and chases are considered a concealed location.) B. “Exposed”: Anything exposed to view when project has been completed. 1.4 SUBMITTALS A. Comply with requirements of SECTION 01 33 00 – Submittal Procedures and as modified below. B. Provide all submittals required by this Section concurrently. 23 07 00 Tetra Tech HVAC INSULATION Architects & Engineers Project No. 08249-15002 23 07 00 / Page 2 C. Product Data 1. Submit complete manufacturer’s product information for each type of insulation and accessory specified in this section demonstrating compliance with specified requirements and including: a. Thermal and vapor transmission performance. b. MSDS information. c. Flame spread / smoke developed data. d. Manufacturer’s recommended installation methods. D. Submit insulation schedule indicating each required service with type of insulation, thickness and R value, covering method, finishes, and any applicable notes. E. Quality Control Submittals 1. Qualifications Certification: Submit written certification of installers signed by applicable certification agency and/or manufacturer (where applicable) indicating compliance with “Installer Qualifications” requirements specified below in “Quality Assurance” article. 2. Installer Experience Listing: Submit list of completed projects using products proposed for this Project, including Owner contact information for each project, demonstrating compliance with applicable “Qualifications” requirements specified below in “Quality Assurance” article. 3. Provide mock-ups for review and approval as described below. F. Contract Closeout Submittals: Comply with requirements of DIVISION 1 sections on closeout, including submission of maintenance instructions as item in "Operating and Maintenance Data" manual described there. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Insulation systems shall be installed by certified contractor having a minimum of 5 years documented experience in the installation of insulation systems described herein. Installers shall be skilled mechanics who have successfully completed an apprenticeship program by the Department of Labor, Bureau of Apprenticeship and Training, ASHRAE / NIA 8 hour Mechanical Insulation Training course or equal, and are certified as trained installers of each proposed insulation material and product. B. Condensation Resistance: Provide insulation and vapor barrier systems complete as required to eliminate condensation under any normal operating conditions from surfaces of all cooling equipment and components provided or modified as a part of this contract Work, unless those surfaces are designed to remove moisture by condensation from process air, and to contain and drain the condensate. C. Fire-Test-Response Characteristics: Insulation and related materials shall have fire-test-response characteristics indicated, as determined by testing identical products per ASTM E 84, by a testing and inspecting agency acceptable to authorities having jurisdiction. Factory label insulation and jacket materials and adhesive, mastic, tapes, and cement material containers, with appropriate markings of applicable testing and inspecting agency. Tetra Tech HVAC INSULATION Architects & Engineers Project No. 08249-15002 23 07 00 / Page 3 1. Insulation Installed Indoors: Flame-spread index of 25 or less, and smoke-developed index of 50 or less. 2. Insulation Installed Outdoors: Flame-spread index of 75 or less, and smoke-developed index of 150 or less. 1.6 COORDINATION A. Coordinate size and location of supports, hangers, and insulation shields specified in Division 23 Section "Hangers and Supports for HVAC Piping and Equipment." B. Coordinate clearance requirements with piping Installer for piping insulation application, duct Installer for duct insulation application, and equipment Installer for equipment insulation application. Before preparing piping and ductwork Shop Drawings, establish and maintain clearance requirements for installation of insulation and field-applied jackets and finishes and for space required for maintenance. C. Coordinate with installation and testing of heat tracing. 1.7 SCHEDULING A. Schedule insulation application after pressure testing systems and, where required, after installing and testing heat tracing. Insulation application may begin on segments that have satisfactory test results. B. Complete installation and concealment of plastic materials as rapidly as possible in each area of construction. 1.8 DELIVERY, STORAGE, AND HANDLING A. Packaging: Insulation material containers shall be marked by manufacturer with appropriate ASTM standard designation, type and grade, and maximum use temperature. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. For convenience, details and specifications have been based on products by the following manufacturers: 1. Armstrong; Lancaster, Pennsylvania 2. Benjamin Foster 3. CertainTeed; Valley Forge, Pennsylvania 4. Johns Manville; Defiance, Ohio 5. Kingspan Tarec 6. Knauf; North Carolina 7. Owens-Corning; Toledo, Ohio 8. Polyguard Products Inc., Ennis, Texas 9. Or Approved Equal. Tetra Tech HVAC INSULATION Architects & Engineers Project No. 08249-15002 23 07 00 / Page 4 2.2 MATERIALS A. Pipe and Fitting Insulation: Provide pipe insulation in compliance with ASTM C 585 Dimensional Standards. 1. Interior Above Grade Piping: a. Piping Insulation: ASTM C547, cylindrically molded preformed rigid half pipe shell forms, factory one-piece “hinged” construction. 1) Rigid pipe or tube insulation may be of mineral wool, fiberglass, closed cell glass, formed polyisocyanurate, formed phenolic, or extruded polystyrene (chilled service only). 2) Thermal Conductivity (“k”): To use specified thicknesses below, insulation conductivity shall be no greater than 0.27 BTU - in /(hr-sq.ft. -deg. F) at 75 deg. F mean temperature when measured in accordance with ASTM C 335. Adjust thickness in accordance with below formula. 3) Jacket: ASTM C 1136, white Kraft outer surface bonded to aluminum foil and reinforced with fiberglass yarn, permanently treated for fire and smoke safety and to prevent corrosion of foil with self sealing pressure sensitive lap; similar to “AP-T Plus Jacket” by Johns Manville. a) Water Vapor Permeance: ASTM E96, Procedure A, 0.02 perm maximum. 2. Fitting and Valve Insulation: Precut fiberglass blanket to match thickness, appearance and efficiency of adjacent pipe insulation; similar to “Hi-Lo Temp Fiber Glass Insulation Insert” by Johns Manville. 3. Insulation Thickness: a. Pipe and fitting insulation thicknesses specified assume an insulation conductivity (k) value of 0.27 btu•in/hr•ft2•ºF. For pipe and fitting insulation with conductivity other than 0.27 btu•in/hr•ft2•ºF, insulation must be thicker for higher conductivity and may be thinner for lower conductivity as required to achieve same or higher R value. Adjust insulation thickness from that specified in accordance with the following formula: T = r[(1+t/r)K/k-1] where: 1) T = Adjusted insulation thickness, inches 2) r = Actual pipe outside radius, inches. 3) t = Insulation thickness specified, inches. 4) K = actual insulation conductivity, btu•in/hr•ft2•ºF. 5) k = specified conductivity, 0.27 btu•in/hr•ft2•ºF. b. Make-Up Water and Condensate Drain Piping 1) All pipe sizes ................................................... ½ inch Tetra Tech HVAC INSULATION Architects & Engineers Project No. 08249-15002 23 07 00 / Page 5 c. Runout piping in restricted spaces where it is not possible to provide the specified thickness may use reduced thickness insulation as required by space restriction. B. Pipe Fitting and Valve Covers, and Piping Protective Jackets: 1. All Purpose (AP) vapor barrier jacket for pipe insulation: White kraft paper outer surface bonded to aluminum foil and reinforced with fiberglass yarn, permanently treated for fire and smoke safety and to prevent corrosion of foil. a. Water Vapor Permeance: ASTM E96, Procedure A, 0.02 perm maximum. b. Puncture resistance: ASTM D781, 85 scale units minimum c. Burst resistance: ASTM D774, 100psi minimum. d. Similar to “150TL facing” as used in “AP-T Plus Jacket” and tape by Johns Manville, or equal. 2. Interior Pipe Insulation Protective Jacket: a. Plastic: High-impact, UV resistant polyvinyl chloride, white, paintable, covering designed to fit over AP jacketed insulated piping systems, molded to fit various sizes of fittings, valves, and piping as required; similar to “Zeston 2000 or Zeston 300 PVC Jacketing” by Johns Manville. 1) 20 mil thickness: Fittings and valves in interior applications eight feet above finished floor and higher. 2) 30 mil thickness: Fittings, valves, and straight pipe in interior applications lower than eight feet above finished floor. b. Aluminum: Circumferentially corrugated 20mil thick or embossed 24 mil thick, with approved moisture barrier, with matching preformed fitting covers by same manufacturer. Similar to Corrolon by Childers. B. Duct Insulation 1. Rigid Board: 3 PCF minimum density glass fiber board (6PCF when exposed in mechanical or utility spaces) or phenolic, with factory-applied AP vapor barrier; similar to “800 series Spin-Glas” and “AP” facing by Johns Manville, or Kingspan KoolDuct. 2. Semi-Flexible: 2.5 PCF minimum density continuous glass fiber oriented strand sheets, with factory-applied AP vapor barrier. Strand orientation such that material has comparable rigidity to board type insulation above in one direction and comparable compressive strength, but is flexible enough in the other direction to wrap curved surfaces at a factory recommended minimum bend radius of 3T where T is the material thickness. Similar to “CrimpWrap” by CertainTeed. 3. Flexible: Glass fiber blanket, 3/4 PCF minimum density, with factory-applied, flameresistant, FSK jacket; all joints taped; similar to Owens Corning “Fiberglas All Service Duct Wrap”. 4. High-Temperature Duct Insulation: Non-combustible glass fiber insulating wool, 2.4 PCF minimum density, bonded with thermosetting resin, suitable for temperatures up to 1000 deg. F minimum. Similar to Owens Corning “TIW Type II” Tetra Tech HVAC INSULATION Architects & Engineers Project No. 08249-15002 23 07 00 / Page 6 a. Thickness: 1 inch and 2 inches as specified in Part 3 below. Tetra Tech HVAC INSULATION Architects & Engineers Project No. 08249-15002 23 07 00 / Page 7 5. Fire Rated Duct Insulation: U.L. 1978 listed, complying with requirements of ASTM E233604 for use in fire rated duct and grease duct assembly. Long ceramic or mineral fiber blanket, 6 PCF minimum density, 1-1/2 inch thickness unless otherwise specified. Cover with foilfaced scrim jacketing. Include all metal banding, collars, straps and U.L. listed tape and other accessories to make a complete listed assembly. D. Ductwork Insulation Protective Jackets: 1. All Purpose (AP) Vapor Barrier for Duct Insulation: White kraft paper outer surface bonded to aluminum foil and reinforced with fiberglass yarn, permanently treated for fire and smoke safety and to prevent corrosion of foil. a. Water Vapor Permeance: ASTM E96, Procedure A, 0.02 perm maximum. b. Puncture resistance: ASTM D781, 85 scale units minimum c. Burst resistance: ASTM D774, 100psi minimum. d. Similar to “150TL facing” as used in “AP-T Plus Jacket” and tape by Johns Manville, or equal. 2. Foil-Skrim-Kraft (FSK) Vapor Barrier for Duct Insulation: Foil faced outer surface bonded to kraft paper backing and reinforced with fiberglass yarn, permanently treated for fire and smoke safety and to prevent corrosion of foil. a. Water Vapor Permeance: ASTM E96, Procedure A, 0.02 perm maximum. b. Similar to “FSK Jacket” and tape by Johns Manville, or equal. E. Insulation Accessories: 1. Mechanical Pin Fasteners: Provide welded pins or perforated back (minimum 4in2 surface area) glued pins with push washers, bonded with full coverage of manufacturer’s recommended adhesive. Choose pin length based on manufacturer’s recommendations for insulation density and thickness so as to securely hold insulation with manufacturer’s recommended compression. a. Not permitted: PSA backed “peal and stick” pins, wrapping or securing with wires, sheet metal fastening screws, or any other penetration of duct by fasteners. 2. Insulation Securement Bands: For larger cylindrical surfaces, tension securement bands may be used to supplement or replace mechanical pin fasteners. Provide bands of material compatible with insulation and system being insulated, minimum ½ inch wide and as required to avoid compressing insulation at required securement tension (3/4 inch minimum for diameters over 36 inches), 24 gage thick or thicker. End buckles of similar material. 3. Insulation Covering Canvas: 8 oz., 100 percent cotton, with flame spread 10 and smoke developed 0 ratings; similar to “Thermocanvas” by Fattal, Chicago, Illinois. 4. Insulation Tapes: Provide insulation manufacturers’ recommended and matching tapes, matching characteristics of exterior jacket of insulation, in widths as required and as specified below to seal all gaps and reinforce vulnerable areas in vapor barrier. Provide tapes with peel off protective coating covering high performance acrylic adhesive unless manufacturer documents superior performance of alternative recommendation. Tetra Tech HVAC INSULATION Architects & Engineers Project No. 08249-15002 23 07 00 / Page 8 5. Insulation Adhesives and Mastics: Provide insulation manufacturers’ recommended and matching adhesives and mastics, as required and as specified below to seal all gaps and reinforce vulnerable areas in vapor barrier. Provide with water based and low VOC formulations unless manufacturer documents superior performance of alternative recommendation and performance deficiencies of water based low VOC products. PART 3 – EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions for compliance with requirements for installation and other conditions affecting performance of insulation application. B. Verify that systems and equipment to be insulated have been tested and are free of defects. C. Verify that surfaces to be insulated are clean and dry. D. Proceed with installation only after unsatisfactory conditions have been corrected. E. Beginning installation constitutes Contractor’s acceptance of substrates and conditions. 3.2 PREPARATION A. Surface Preparation: Clean and dry surfaces to receive insulation. Remove materials that will adversely affect insulation application. B. Surface Preparation: Clean and prepare surfaces to be insulated. Before insulating, apply a corrosion inhibition coating to surfaces to be insulated as follows: 1. All non-galvanized ferrous components with a service temperature below ambient (chilled water and chilled water/glycol systems): Coat with one full coverage coat of specified corrosion inhibition coating. Consult coating manufacturer for appropriate coating materials and application methods for operating temperature range. C. Coordinate insulation installation with the trade installing heat tracing. Comply with requirements for heat tracing that apply to insulation. D. Mix insulating cements with clean potable water; if insulating cements are to be in contact with stainless-steel surfaces, use demineralized water. 3.3 INSTALLATION A. General: 1. Provide thermal and acoustical insulation for components shown on the Drawings as specified in this Section for the following: a. Kitchen exhaust and Fume Hood exhaust ductwork with fire rated insulation with minimum two hour F and T rating. 2. Comply with manufacturer's installation instructions and recommendations. Tetra Tech HVAC INSULATION Architects & Engineers Project No. 08249-15002 23 07 00 / Page 9 3. Do not begin mechanical insulation until permission is granted to begin mechanical insulation installation, duct systems have passed required duct leakage requirements and testing, and indoor work areas are weather tight. 4. Do not use any insulation support system which causes compression of insulation, localized or widespread, to less than 75% of the rated nominal thickness. Wires wrapped around rectangular duct insulation are not permitted as insulation support. 5. Provide for durable and repeated service access as part of insulation system. a. Do not permanently cover inspection stampings, hand holes, manholes, plugged outlets, or similar features on equipment – provide removable labeled insulated access port with beveled and sealed insulation plug, gasketed if vapor barrier is needed, durably fabricated for repeated access. Where band securement is required, provide with repeatedly reusable, adjustable end clips rated for the application. 6. Install thermal mechanical insulation as follows: a. Only on clean, dry surfaces and after ductwork has been tested and found to be tight. b. Continuously through wall or ceiling openings and sleeves. c. On cold surfaces with continuous unbroken vapor seal. d. Insulate ducts individually. 7. Where more than one layer of insulation is required to achieve specified thickness or R value, apply thinner layer first, and stagger joints between insulation layers at least 3 inches. B. Ductwork Insulation: Provide external thermal insulation on ducts as specified or indicated on Drawings; external thermal insulation not required where ducts are shown or specified with internal acoustical insulation. Insulate and seal around duct dampers, damper motors, thermometers, instruments, access doors, and similar component as required without restricting operation or function. Insulate all ducts in all concealed spaces. 1. Duct Insulation Mechanical Fasteners: Provide mechanical fasteners for all duct surfaces over 12” wide. For duct surfaces 18’” wide and less, provide single row of fasteners down duct centerline. For duct surfaces over 18” wide, install minimum of 2 rows per side, applied on maximum 18" centers, starting within 3" of any edge. a. Adhered pins with the point facing out: clip points close to washers and cover with vapor barrier adhesive and tape. Not permitted on mechanical room duct unless covered by puncture resistant protective wrapper. 2. Duct Insulation Tape: Apply only to clean dry dust free surfaces as recommended by tape manufacturer and as required for durable adhesion. a. Pealing tape, loose insulation, or otherwise broken vapor barrier subject to repeated recall. 3. Fire Rated Duct Insulation: Install, precisely following manufacturer’s instructions, as required to achieve U.L. Listed fire rated assembly of the rating required by the application. Tetra Tech HVAC INSULATION Architects & Engineers Project No. 08249-15002 23 07 00 / Page 10 C. Equipment Insulation Installation 1. Surface Finish of Equipment Insulation: a. Heating Equipment with no serviceable parts concealed: Reinforce insulation and cover with metal mesh and insulating cement. Recover with 8 oz. canvas, smoothly applied, adhered and sized with Benjamin Foster “BF-30" adhesive. 2. Fire Rated Insulation: Install insulation similar to fire rated duct insulation, precisely following manufacturer’s instructions, as required to achieve U.L. Listed fire rated assembly of the rating required by the application. END OF SECTION 23 07 00 Tetra Tech HYDRONIC PIPING Architects & Engineers Project No. 08249-15002 23 21 13 / Page 1 SECTION 23 21 13 - HYDRONIC PIPING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General Requirements and associated Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes pipe and fitting materials, special-duty hydronic systems fittings, equipment, valves, and specialties, and joining methods for the following: 1. Grease Drain piping. 2. Condensate piping. 1.3 DEFINITIONS A. PTFE: Polytetrafluoroethylene. 1.4 PERFORMANCE REQUIREMENTS A. Hydronic piping components and installation shall be capable of withstanding the following minimum working pressure and temperature: 1. Steel and Copper Hydronic Piping: 125psig at 250 deg F. 2. Condensate Drain Piping: Equal to the pressure and temperature of the piping system to which it is attached. 1.5 ACTION SUBMITTALS A. Product Data: For each type of the following: 1. Piping and fittings. 2. Special Duty Hydronic Components. B. Shop Drawings: Include in coordination drawings details of the piping layout showing proposed piping routing including locations of offsets, fittings, elevations with drain and vent fittings, pipe anchors, hangers, supports for multiple pipes, alignment guides, expansion joints and loops, and attachments of the same to the building structure. Provide enlarged details of congested areas, custom anchor fabrication, and other details as required to clearly delineate the proposed construction. C. Welding Quality Control Submittals 23 21 13 HYDRONIC PIPING Tetra Tech 23 21 13 / Page 2 Project No. 08249-15002 Architects & Engineers 1. When welded or brazed pipe work is required or proposed as a part of this project, submit following for approval before beginning any welding or brazing work: a. Welding and Brazing Procedure Qualification: Prepare and submit for approval welding and brazing procedure qualification specification qualifying all proposed procedures as specified in Quality Assurance below with copies of all back-up data. b. Welders' and Brazers’ Certification: Submit for approval certification that each proposed welder, welding operator, brazer, or brazing operator has been qualified in all procedures proposed for that worker as specified in Quality Assurance below with copies of all back-up data. D. Qualification Data: For Mechanical Pressure Sealed Joint Installer. 1.6 CLOSEOUT SUBMITTALS A. Field quality-control test reports. B. Operation and Maintenance Data: For air control devices, hydronic specialties, and special-duty valves to include in emergency, operation, and maintenance manuals. 1.7 QUALITY ASSURANCE A. Regulatory Requirements: Comply with all applicable sections of the following: 1. ANSI / ASME B 31.9: "Building Services Piping". 2. ASME "Boiler and Pressure Vessel Code", Section IX, "Welding and Brazing Qualifications". 3. New York State Labor Department Industrial Code Rule No. 4 (cited as 12 NYCRR4) 4. New York State Labor Department Industrial Code Rule No. 14 (cited as 12 NYCRR14). 5. Building Code of New York State. 6. Mechanical Code of New York State. 7. NFPA 96 for all piping connected to kitchen exhaust systems. 8. ANSI / ASHRAE 15 “Standard Safety Code for Mechanical Refrigeration”. 9. ASME label on all pressure vessels and safety valves. 10. ANSI / ASME B31 – “Code for Pressure Piping”. B. Installer Qualifications: 1. Mechanical Pressure Seal Joint Quality Control: a. Installers shall be certified by the pressure-seal joint manufacturer as having been trained and qualified to join piping with manufacturer’s system. b. Single Source: Obtain mechanically joined piping system components from single approved manufacturer for each system type, grooved or pressed. c. Provide for manufacturer’s inspection of grooved system installation for compliance with manufacturer’s recommendations. Tetra Tech HYDRONIC PIPING Architects & Engineers Project No. 08249-15002 23 21 13 / Page 3 d. Installer shall be a qualified installer, licensed within the jurisdiction, trained in and familiar with the installation of the mechanical joint systems. e. Fittings shall be installed using the proper tool, actuator, jaws and rings as manufactured and instructed by the press fitting manufacturer. C. Welded Piping Work Quality Control: 1. Welding and Brazing Procedure Qualifications: Qualify any welding or brazing procedure to be used on this Project in accordance with ASME "Boiler and Pressure Vessel Code", Section IX. Qualification may be made by technically competent group or agency (subject to approval) meeting the following conditions: a. Group or agency qualifying the procedure meets all procedure qualification requirements of ASME "Boiler and Pressure Vessel Code", Section IX. b. Contractor accepts full responsibility for procedure qualified. c. Contractor has qualified at least one welder or welding operator using procedure qualified and provides record of qualification. d. Contractor accepts full responsibility for qualified procedures by signing related qualification records with procedure and performance qualifications including all dates, results, and associated data. 2. Welders’ and Brazers’ Qualifications: Ensure that all welders, welding operators, brazers, or brazing operators employed for this project are qualified for all welding and brazing procedures, proposed as part of this Project, in accordance with ASME "Boiler and Pressure Vessel Code", Section IX. Qualification by previous employer or technically competent group or agency (subject to approval) may be acceptable if following information is included: a. Documentation that the previous qualification was for essentially the same procedures proposed and was in full accordance with ASME "Boiler and Pressure Vessel Code", Section IX. b. Copy of performance qualification testing record showing who qualified the worker, date of qualification, and work history record showing continuous performance to maintain qualification. 3. Weld and Braze Qualification Records: Maintain and sign certified records of approved procedures used and approved qualified workers employed for welded and brazed joints performed as a part of Prime Contract. Ensure all building services piping welding and brazing work can be traced to a specific procedure and welder. 4. Inspection and Examination by Owner, Remedy by Contractor: Owner reserves right to examine, inspect, and test all piping using visual, radiographic, or other recognized testing methods to determine compliance with specified quality control requirements and requirements of applicable regulatory agencies. HYDRONIC PIPING Tetra Tech 23 21 13 / Page 4 Project No. 08249-15002 Architects & Engineers a. Cost of Owner’s testing of acceptable installation provided at Owner’s expense b. Repair piping installations not passing Owner’s quality inspection testing using approved method or replace at no additional cost. c. Cost of initial testing of piping not conforming to specified requirements and any retesting of repairs or replacement work shall be deducted from Contract Sum. D. Welded Support Work Quality Control: Qualify processes and operators according to AWS D1.1/D1.1M, "Structural Welding Code - Steel." E. ASME Compliance: Comply with ASME B31.9, "Building Services Piping," for materials, products, and installation. Safety valves and pressure vessels shall bear the appropriate ASME label. Fabricate and stamp air separators and expansion tanks to comply with ASME Boiler and Pressure Vessel Code: Section VIII, Division 01. PART 2 - PRODUCTS 2.1 COPPER TUBE AND FITTINGS A. DWV Copper Tubing: ASTM B 306, Type DWV. B. Copper Tubing: ASTM B 88, Annealed or Drawn Temper, Types M, L, and K. C. Wrought-Copper Fittings: ASME B16.22. 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Anvil International, Inc. b. Cerro Flow Products, Inc. c. Mueller Industries, Inc. d. S. P. Fittings; a division of Star Pipe Products. e. Viega LLC f. Victaulic Company of America. 2. Solder Fittings a. Tees, Elbows, Reducers, Adapters: ANSI B16.22 streamlined pattern wrought copper or ANSI B16.18 cast bronze; solder end connections; ASTM B62. b. Unions: 2 in. and smaller use unions, solder type, cast bronze, ground joint, Class 150. c. Cast Bronze Flanges: 2-1/2 inch and over use ANSI B16.24 flanges, raised ground face, ASME drilled bolt holes spot faced, solder connection, Class 150. 2.2 JOINING MATERIALS A. Solder For All Soldered Joints: Use solder conforming to ASTM B 32-95; alloy grades Sn96, Sn95, Sn94, E, AM, WS; lead free alloys with maximum lead content of 0.1percent by weight, Tetra Tech HYDRONIC PIPING Architects & Engineers Project No. 08249-15002 23 21 13 / Page 5 minimum solidus temperature of 430 deg. F, and approved for use with potable water. Higher lead content solder not acceptable. Include water-flushable flux according to ASTM B 813. 2.3 DIELECTRIC FITTINGS A. Description: Combination fitting of copper-alloy and ferrous materials with threaded, solderjoint, plain, or weld-neck end connections that match piping system materials. B. Insulating Material: Suitable for system fluid, pressure, and temperature. C. Dielectric Unions: 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 2. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Capitol Manufacturing Company. b. Central Plastics Company. c. Hart Industries International, Inc. d. Watts Regulator Co.; a division of Watts Water Technologies, Inc. e. Zurn Plumbing Products Group; AquaSpec Commercial Products Division. 3. Factory-fabricated union assembly, for 250-psig minimum working pressure at 180 deg F. D. Dielectric Couplings: 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: HYDRONIC PIPING Tetra Tech 23 21 13 / Page 6 Project No. 08249-15002 Architects & Engineers 2. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Calpico, Inc. b. Lochinvar Corporation. 3. Galvanized-steel coupling with inert and noncorrosive thermoplastic lining; threaded ends; and 300-psig minimum working pressure at 225 deg F. E. Dielectric Nipples: 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 2. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Perfection Corporation; a subsidiary of American Meter Company. b. Precision Plumbing Products, Inc. c. Sioux Chief Manufacturing Company, Inc. d. Victaulic Company of America. 3. Electroplated steel nipple with inert and noncorrosive, thermoplastic lining; plain, threaded, or grooved ends; and 300-psig minimum working pressure at 225 deg F. 2.4 VALVES A. Bronze and Brass Ball Valves 1. Two-Piece Ball Valves with Stainless-Steel Trim: a. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1) Conbraco Industries, Inc.; Apollo Valves. 2) Milwaukee Valve Company. 3) NIBCO INC. b. Description: 1) Standard: MSS SP-110. 2) SWP Rating: 150 psig. 3) CWP Rating: 600 psig. 4) Body Design: Two piece. 5) Body Material: Bronze. 6) Ends: Solder or Threaded. 7) Seats: PTFE or TFE. 8) Stem: Stainless steel. Tetra Tech HYDRONIC PIPING Architects & Engineers Project No. 08249-15002 23 21 13 / Page 7 9) Ball: Stainless steel, vented. 10) Port: Full or Regular per application schedule. B. Pipe Sleeves and Mechanical Sleeve Seals 1. Pipe Sleeves: a. Sleeve 6-Inches Diameter and Smaller: Schedule 40 galvanized, welded steel pipe, ASTM A53, Grade A. b. Sleeves Installed In Masonry Or Cold Formed Metal Framing/Gypsum Board Construction: Galvanized sheet metal, 20 gauge, round tube with welded longitudinal joint. 2. Mechanical Sleeve Seals: Modular mechanical type, consisting of interlocking synthetic rubber links shaped to fill annular space continuously between pipe and sleeve. Connected with bolts and pressure plates causing rubber sealing elements to expand when tightened, providing watertight seal and electrical insulation. a. Manufacturer: Manufacturers offering acceptable products include Thunderline Corp. C. Escutcheons: Chrome plated, stamped steel, hinged, split-ring escutcheons, with setscrew. Inside diameter closely fits pipe outside diameter or outside diameter of pipe insulation where piping is insulated. Outside diameter completely covers opening in floor, wall, or ceiling. 1. Manufacturer: Manufacturers offering acceptable products include Grinnell. PART 3 - EXECUTION 3.1 PIPING APPLICATIONS A. Condensate-Drain Piping: Type DWV, M, or L, drawn-temper copper tubing, wrought-copper fittings, and soldered joints. 3.2 VALVE APPLICATIONS A. Install shutoff-duty valves at each branch connection to supply mains, and at supply connection to each piece of equipment. 3.3 PIPING INSTALLATIONS A. Drawing plans, schematics, and diagrams indicate general location and arrangement of piping systems. Indicate piping locations and arrangements if such were used to size pipe and calculate friction loss, expansion, pump sizing, and other design considerations. Install piping as indicated unless deviations to layout are approved on Coordination Drawings. HYDRONIC PIPING Tetra Tech 23 21 13 / Page 8 Project No. 08249-15002 Architects & Engineers B. Install piping in concealed locations, unless otherwise indicated and except in equipment rooms and service areas. C. 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. D. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal. E. Install piping to permit valve servicing. F. Install piping at indicated slopes. G. Install piping free of sags and bends. H. Install fittings for changes in direction and branch connections. I. Install piping to allow application of insulation. J. Select system components with pressure rating equal to or greater than system operating pressure. K. Install groups of pipes parallel to each other, spaced to permit applying insulation and servicing of valves. L. Install pressure piping at a uniform grade of 0.2 percent upward in direction of flow. M. Install condensate drain piping at a uniform grade of 2 percent downward in the direction of flow. N. Reduce pipe sizes using eccentric reducer fitting installed with level side up. O. Install unions in piping, NPS 2 and smaller, adjacent to valves, at final connections of equipment, and elsewhere as indicated. P. Identify piping as specified in Division 23 Section "Identification for HVAC Piping and Equipment." Q. Install sleeves for piping penetrations of walls, ceilings, and floors. Comply with requirements for sleeves specified in Division 23 Section "Sleeves and Sleeve Seals for HVAC Piping." R. Install sleeve seals for piping penetrations of concrete walls and slabs. Comply with requirements for sleeve seals specified in Division 23 Section "Sleeves and Sleeve Seals for HVAC Piping." S. Install escutcheons for piping penetrations of walls, ceilings, and floors. Tetra Tech HYDRONIC PIPING Architects & Engineers Project No. 08249-15002 23 21 13 / Page 9 3.4 HANGERS AND SUPPORTS A. Hanger, support, and anchor devices are specified in Division 23 Section "Hangers and Supports for HVAC Components." Comply with the following requirements for maximum spacing of supports. B. Install hangers for drawn-temper copper piping with the following maximum spacing: 1. NPS 3/4: Maximum span, 5 feet. 2. NPS 1 and 1-1/4”: Maximum span, 6 feet. C. Support vertical runs at roof, at each floor, and at 10-foot intervals between floors. 3.5 PIPE JOINT CONSTRUCTION A. Join pipe and fittings according to the following requirements and Division 23 Sections specifying 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 alloy complying with ASTM B 32. END OF SECTION 23 21 13 Tetra Tech AIR DUCTS Architects & Engineers Project No. 08249-15002 23 31 00 / Page 1 SECTION 23 31 00 - AIR DUCTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General Requirements and associated Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Single-wall rectangular ducts and fittings. 2. Sheet metal materials. 3. Sealants and gaskets. 4. Hangers and supports. 1.3 PERFORMANCE REQUIREMENTS A. Structural Performance: Duct hangers and supports shall withstand the effects of gravity loads and stresses within limits and under conditions described in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" 1. Seismic Hazard Level A: Seismic force to weight ratio, 0.48. 2. Seismic Hazard Level B: Seismic force to weight ratio, 0.30. 3. Seismic Hazard Level C: Seismic force to weight ratio, 0.15. 1.4 SUBMITTALS, GENERAL A. General: Submit all action submittals and informational submittals required by this Section concurrently. 1.5 ACTION SUBMITTALS A. Product Data: For each type of the following products: 1. Sealants and gaskets. 1.6 INFORMATIONAL SUBMITTALS A. Welding certificates. 23 31 00 AIR DUCTS Tetra Tech 23 31 00 / Page 2 Project No. 08249-15002 Architects & Engineers 1.7 CLOSEOUT SUBMITTALS A. Field quality-control reports. 1.8 QUALITY ASSURANCE A. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS D1.1/D1.1M, "Structural Welding Code - Steel," for hangers and supports. 2. AWS D9.1M/D9.1, "Sheet Metal Welding Code," for duct joint and seam welding. B. ASHRAE Compliance: Applicable requirements in ASHRAE 62.1, Section 5 - "Systems and Equipment" and Section 7 - "Construction and System Start-Up." C. ASHRAE/IESNA Compliance: Applicable requirements in ASHRAE/IESNA 90.1, Section 6.4.4 - "HVAC System Construction and Insulation." PART 2 - PRODUCTS 2.1 SINGLE-WALL RECTANGULAR DUCTS AND FITTINGS A. General Fabrication Requirements: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" based on indicated static-pressure class unless otherwise indicated. B. Transverse Joints: Select joint types and fabricate according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Figure 2-1, "Rectangular Duct/Transverse Joints," for static-pressure class, applicable sealing requirements, materials involved, ductsupport intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible." C. Longitudinal Seams: Select seam types and fabricate according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Figure 2-2, "Rectangular Duct/Longitudinal Seams," for static-pressure class, applicable sealing requirements, materials involved, ductsupport intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible." D. Elbows, Transitions, Offsets, Branch Connections, and Other Duct Construction: Select types and fabricate according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Chapter 4, "Fittings and Other Construction," for static-pressure class, applicable sealing requirements, materials involved, duct-support intervals, and other provisions in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible." Tetra Tech AIR DUCTS Architects & Engineers Project No. 08249-15002 23 31 00 / Page 3 2.2 SHEET METAL MATERIALS A. General Material Requirements: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" for acceptable materials, material thicknesses, and duct construction methods unless otherwise indicated. Sheet metal materials shall be free of pitting, seam marks, roller marks, stains, discolorations, and other imperfections. B. Stainless-Steel Sheets: Comply with ASTM A 480/A 480M, Type 304 or 316, as indicated in the "Duct Schedule" Article; cold rolled, annealed, sheet. Exposed surface finish shall be No. 2B, No. 2D, No. 3, or No. 4 as indicated in the "Duct Schedule" Article. 2.3 KITCHEN EXHAUST HOOD DUCT A. General Requirements: 1. Duct material, thickness and joints as required for gases and vapors involved and per current NYS code, NFPA, SMACNA, and Industrial Ventilation Manual requirements. 2. All sheet metal work associated with all kitchen exhaust hood service shall be in full accordance with NFPA 96 and all related documents. 3. Fabricate duct and accessories from minimum 18 gauge externally continuously tig welded stainless steel, not cross-broken. Grind and polish all welds to match #4 finish and remove all weld heat discoloration. Distortion from overheating or forcing is unacceptable. 4. Verify size of hood and fan duct connections in field, provide duct to fit equipment connections with smooth transitions to duct size indicated or if not indicated on drawings to next full inch size smaller than that which would have velocity of 1500 fpm at given cfm. Fabricate connection to flanged equipment with high temperature flanges, gaskets, and bolts rated for the service. 2.4 SEALANT AND GASKETS A. General Sealant and Gasket Requirements: Surface-burning characteristics for sealants and gaskets shall be a maximum flame-spread index of 25 and a maximum smoke-developed index of 50 when tested according to UL 723; certified by an NRTL. B. Kitchen cooking exhaust gaskets: ceramic fiber listed for use up to 2300 deg F. 2.5 HANGERS AND SUPPORTS A. Hanger Rods for Noncorrosive Environments: Cadmium-plated steel rods and nuts. B. Strap and Rod Sizes: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Table 5-1, "Rectangular Duct Hangers Minimum Size," and Table 5-2, "Minimum Hanger Sizes for Round Duct." AIR DUCTS Tetra Tech 23 31 00 / Page 4 Project No. 08249-15002 Architects & Engineers C. Steel Cables for Stainless-Steel Ducts: Stainless steel complying with ASTM A 492. D. Steel Cable End Connections: Cadmium-plated steel assemblies with brackets, swivel, and bolts designed for duct hanger service; with an automatic-locking and clamping device. E. Trapeze and Riser Supports: 1. Supports for Stainless-Steel Ducts: Stainless-steel shapes and plates. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions for compliance with requirements for installation and other conditions affecting installation. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Beginning installation constitutes Contractor’s acceptance of substrates and conditions. 3.2 DUCT INSTALLATION A. Drawing plans, schematics, and diagrams indicate general location and arrangement of duct system. Indicated duct locations, configurations, and arrangements were used to size ducts and calculate friction loss for air-handling equipment sizing and for other design considerations. Install duct systems as indicated unless deviations to layout are approved on Shop Drawings and Coordination Drawings. B. Install ducts according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" unless otherwise indicated. C. Install ducts with fewest possible joints. D. Install factory- or shop-fabricated fittings for changes in direction, size, and shape and for branch connections. E. Unless otherwise indicated, install ducts vertically and horizontally, and parallel and perpendicular to building lines. F. Install ducts close to walls, overhead construction, columns, and other structural and permanent enclosure elements of building. G. Install ducts with a clearance of 1 inch, plus allowance for insulation thickness. H. Protect duct interiors from moisture, construction debris and dust, and other foreign materials. Comply with SMACNA's "IAQ Guidelines for Occupied Buildings Under Construction," Appendix G, "Duct Cleanliness for New Construction Guidelines." Tetra Tech AIR DUCTS Architects & Engineers Project No. 08249-15002 23 31 00 / Page 5 3.3 ADDITIONAL INSTALLATION REQUIREMENTS FOR COMMERCIAL KITCHEN HOOD EXHAUST DUCT A. Install commercial kitchen hood exhaust ducts without dips and traps that may hold grease, and sloped a minimum of 2 percent to drain grease back to the hood or to designated point of grease collection. B. Install fire-rated access panel assemblies at each change in direction and at maximum intervals of 20 feet in horizontal ducts, and at every floor for vertical ducts, or as indicated on Drawings. Locate access panel on top or sides of duct a minimum of 1-1/2 inches from bottom of duct. C. Do not penetrate fire-rated assemblies except as allowed by applicable building codes and authorities having jurisdiction. 3.4 DUCT SEALING A. Seal ducts for duct static-pressure, seal classes, and leakage classes specified in "Duct Schedule" Article according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible." B. Seal ducts to the following seal classes according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible": 1. Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible." 2. Unconditioned Space, Exhaust Ducts: Seal Class C. 3. Conditioned Space, Exhaust Ducts: Seal Class B. C. Air and watertight duct work 1. Where water or snow may accumulate, where occupied space supply, outside air, or return air duct is installed in a boiler room, and positive pressure ductwork carrying offensive odors or corrosive gasses, ductwork and plenums shall be made watertight/airtight to SMACNA seal class A standards. Grade ducts down toward waste points and/or toward registers/ grilles/ louvers. Provide valve, trap, and drain piping from any unavoidable wet duct low point to approved indirect waste fixture and as otherwise shown on drawings. Ductwork considered likely to require this specification includes but is not limited to: a. Kitchen range hood and exhaust ductwork. b. Dishwasher hood and exhaust ductwork. c. Other as noted on Drawings. 2. Test for water-tightness: Before concealment, apply water by hose to check for leaks, witnessed by Owner's Representative. 3. Prior to the use or concealment of any portion of a grease duct system provided or modified in this project, perform a Grease Duct Leakage Test. Concealment includes installation of shaft walls, hard ceilings, and other fixed architectural elements around duct as well as covered by insulation, coatings, or wraps that prevent the ductwork from AIR DUCTS Tetra Tech 23 31 00 / Page 6 Project No. 08249-15002 Architects & Engineers being visually inspected on all sides. Provide all labor and equipment required to perform a light test to determine that all joints are liquid tight. a. Grease Duct Leakage Test: pass a lamp having a light output rating of not less than 1500 lumens total nor less than 1000 lumens per foot through the entire section of ductwork to be tested. Provide an open lamp that emits light equally in all directions radially from the nominal duct centerline. Darken space duct is installed in to increase visibility of any leaked light, and visually inspect entire circumference of duct for leaked light, section by section, paying special attention to joints and weld pin locations. Between sections, move point source lights similar in size to an incandescent light bulb no more than three feet, and move linear lights similar to fluorescent tubes no more than the bulb length plus two feet. Mark any leak locations on duct, repair after test, and re-perform light test until no light leaks remain. Perform test for the entire duct system affected by the project, including the hood-to-duct connection and all points through the fan to the exterior. Test the ductwork in sections, provided that every joint provided or modified by this project is tested. For listed factory-built grease ducts, testing may be limited to duct joints assembled in the field, excluding factory welds. 3.5 HANGER AND SUPPORT INSTALLATION A. Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Chapter 5, "Hangers and Supports." B. Building Attachments: Concrete inserts, powder-actuated fasteners, or structural-steel fasteners appropriate for construction materials to which hangers are being attached. 1. Where practical, install concrete inserts before placing concrete. 2. Install powder-actuated concrete fasteners after concrete is placed and completely cured. 3. Use powder-actuated concrete fasteners for standard-weight aggregate concretes or for slabs more than 4 inches thick. 4. Do not use powder-actuated concrete fasteners for lightweight-aggregate concretes or for slabs less than 4 inches thick. 5. Do not use powder-actuated concrete fasteners for seismic restraints. C. Hanger Spacing: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Table 5-1, "Rectangular Duct Hangers Minimum Size," and Table 5-2, "Minimum Hanger Sizes for Round Duct," for maximum hanger spacing; install hangers and supports within 24 inches of each elbow and within 48 inches of each branch intersection. D. Hangers Exposed to View: Threaded rod and angle or channel supports. E. Support vertical ducts with steel angles or channel secured to the sides of the duct with welds, bolts, sheet metal screws, or blind rivets; support at each floor and at a maximum intervals of 16 feet. F. Install upper attachments to structures. Select and size upper attachments with pull-out, tension, and shear capacities appropriate for supported loads and building materials where used. Tetra Tech AIR DUCTS Architects & Engineers Project No. 08249-15002 23 31 00 / Page 7 3.6 CONNECTIONS A. Make connections to equipment with flexible connectors complying with Division 23 Section "Air Duct Accessories." B. Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" for branch, outlet and inlet, and terminal unit connections. 3.7 FIELD QUALITY CONTROL A. Duct System Cleanliness Tests: 1. Visually inspect duct system to ensure that no visible contaminants are present. 2. Test sections of metal duct system, chosen randomly by Owner, for cleanliness according to "Vacuum Test" in NADCA ACR, "Assessment, Cleaning and Restoration of HVAC Systems." a. Acceptable Cleanliness Level: Net weight of debris collected on the filter media shall not exceed 0.75 mg/100 sq. cm. B. Duct system will be considered defective if it does not pass tests and inspections. C. Prepare test and inspection reports. 3.8 DUCT SCHEDULE A. Exhaust Ducts: 1. Ducts Connected to Commercial Kitchen Hoods: Comply with NFPA 96. a. Exposed to View: Type 304, stainless-steel sheet, No. 4 finish. b. Concealed: Type 304, stainless-steel sheet, No. 2D finish. c. Welded seams and joints. d. Pressure Class: Positive or negative 2-inch wg. e. Minimum SMACNA Seal Class: Welded seams, joints, and penetrations. f. SMACNA Leakage Class: 3. 2. Ducts Connected to Dishwasher Hoods: a. Type 304, stainless-steel sheet. b. Exposed to View: No. 4 finish. c. Concealed: No. 2D finish. d. Welded seams and flanged joints with watertight EPDM gaskets. e. Pressure Class: Positive or negative 2-inch wg. f. Minimum SMACNA Seal Class: Welded seams, joints, and penetrations. g. SMACNA Leakage Class: 3. B. Elbow Configuration: AIR DUCTS Tetra Tech 23 31 00 / Page 8 Project No. 08249-15002 Architects & Engineers 1. Rectangular Duct: Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible," Figure 4-2, "Rectangular Elbows." a. Velocity 1500 fpm or Higher: 1) Radius Type RE 1 with minimum 1.5 radius-to-diameter ratio. END OF SECTION 23 31 00 Tetra Tech AIR DUCT ACCESSORIES Architects & Engineers Project No. 08249-15002 23 33 00 / Page 1 SECTION 23 33 00 - AIR DUCT ACCESSORIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including the General Requirements and associated Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Fire dampers. 2. Duct-mounted access doors. 3. Duct accessory hardware. 1.3 SUBMITTALS, GENERAL A. General: Submit all action submittals and informational submittals required by this Section concurrently. 1.4 ACTION SUBMITTALS A. Product Data: For each type of product indicated. 1. For duct silencers, include pressure drop and dynamic insertion loss data. Include breakout noise calculations for high transmission loss casings. B. Shop Drawings: For duct accessories. Include plans, elevations, sections, details and attachments to other work. 1. Detail duct accessories fabrication and installation in ducts and other construction. Include dimensions, weights, loads, and required clearances; and method of field assembly into duct systems and other construction. Include the following: a. Special fittings. b. Fire-damper installations, including sleeves; and duct-mounted access doors. 1.5 INFORMATIONAL SUBMITTALS A. Coordination Drawings: Reflected ceiling plans, drawn to scale, on which ceiling-mounted access panels and access doors required for access to duct accessories are shown and coordinated with each other, using input from Installers of the items involved. B. Source quality-control reports. 23 33 00 AIR DUCT ACCESSORIES Tetra Tech 23 33 00 / Page 2 Project No. 08249-15002 Architects & Engineers 1.6 CLOSEOUT SUBMITTALS A. Operation and Maintenance Data: For air duct accessories to include in operation and maintenance manuals. 1.7 QUALITY ASSURANCE A. Comply with NFPA 90A, "Installation of Air Conditioning and Ventilating Systems," and with NFPA 90B, "Installation of Warm Air Heating and Air Conditioning Systems." B. Comply with AMCA 500-D testing for damper rating. 1.8 EXTRA MATERIALS A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Fusible Links: Furnish quantity equal to 10 percent of amount installed. PART 2 - PRODUCTS 2.1 MATERIALS A. Comply with SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" for acceptable materials, material thicknesses, and duct construction methods unless otherwise indicated. Sheet metal materials shall be free of pitting, seam marks, roller marks, stains, discolorations, and other imperfections. B. Galvanized Sheet Steel: Comply with ASTM A 653/A 653M. 1. Galvanized Coating Designation: G60. 2. Exposed-Surface Finish: Mill phosphatized. C. Stainless-Steel Sheets: Comply with ASTM A 480/A 480M, Type 304, and having a No. 2 finish for concealed ducts and No. 4 finish for exposed ducts. D. Reinforcement Shapes and Plates: Galvanized-steel reinforcement where installed on galvanized sheet metal ducts; compatible materials for aluminum and stainless-steel ducts. E. Tie Rods: Galvanized steel, 1/4-inch minimum diameter for lengths 36 inches or less; 3/8-inch minimum diameter for lengths longer than 36 inches. 2.2 FIRE DAMPERS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Air Balance Inc.; a division of Mestek, Inc. Tetra Tech AIR DUCT ACCESSORIES Architects & Engineers Project No. 08249-15002 23 33 00 / Page 3 2. Arrow United Industries; a division of Mestek, Inc. 3. Cesco Products; a division of Mestek, Inc. 4. Greenheck Fan Corporation. 5. Nailor Industries Inc. 6. NCA Manufacturing, Inc. 7. Prefco; Perfect Air Control, Inc. 8. Ruskin Company. 9. Vent Products Company, Inc. 10. Ward Industries, Inc.; a division of Hart & Cooley, Inc. B. Type: Dynamic; rated and labeled according to UL 555 by an NRTL. C. Closing rating in ducts up to 4-inch wg static pressure class and minimum 2000-fpm velocity. D. Fire Rating: 1-1/2 hours. E. Frame: Multiple-blade type; fabricated with roll-formed, 0.060-inch- thick stainless steel; with mitered and interlocking corners. F. Mounting Sleeve: Factory- or field-installed, 0.050” minimum stainless steel. 1. Exception: Omit sleeve where damper-frame width permits direct attachment of perimeter mounting angles on each side of wall or floor; thickness of damper frame must comply with sleeve requirements. G. Mounting Orientation: Vertical or horizontal as indicated. H. Blades: Roll-formed, interlocking, 0.060-inch- thick, 316 stainless sheet steel. In place of interlocking blades, use full-length, 0.060-inch- thick, stainless-steel blade connectors. I. Include blade lock and stainless-steel closure spring. J. Heat-Responsive Device: Replaceable, 165 deg F rated, fusible links. 2.3 DUCT-MOUNTED ACCESS DOORS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. American Warming and Ventilating; a division of Mestek, Inc. 2. Cesco Products; a division of Mestek, Inc. 3. Ductmate Industries, Inc. 4. Flexmaster U.S.A., Inc. 5. Greenheck Fan Corporation. 6. McGill AirFlow LLC. 7. Nailor Industries Inc. 8. Ventfabrics, Inc. 9. Ward Industries, Inc.; a division of Hart & Cooley, Inc. AIR DUCT ACCESSORIES Tetra Tech 23 33 00 / Page 4 Project No. 08249-15002 Architects & Engineers B. Grease Duct or Type I Cooking Hood Exhaust Duct Access Door: 1. UL 1978 listed, meets NFPA 96 standards. 2. Twin layer 11 gauge (0.120-inch) panels, same steel as duct. 3. Minimal protrusion into duct, no more than inner door thickness. 4. Inner panel with profiled access opening welded to duct interior, with welded on studs. 5. Outer door hinged to duct with full coverage ceramic gasket rated for 2300 deg F. 6. Hinge welded to duct, screwed to outer completely removable for cleaning panel. 7. Tool free access: perimeter studs with wing nuts. 8. Center handle folds flat under insulation. 9. Provide with extension bolts/coupling nuts or extended studs and UL listed reusable insulation cover and plate. C. Grease Duct or Type I Cooking Hood Exhaust Duct Sandwich Style Access Panel: 1. UL 1978 listed, meets NFPA 96 standards. 2. Twin layer 11 gauge (0.120-inch) panels, same steel as duct. 3. Minimal protrusion into duct, no more than inner door thickness. 4. Ceramic board gasket rated for 2300 deg F covers entire outer door. 5. Tool free access with center and perimeter studs with wing nuts. 6. Easily removable for cleaning. 7. Center handle folds flat under insulation. 8. Provide with extended studs and UL listed reusable insulation cover and plate. D. Duct-Mounted Access Doors: Fabricate access panels according to SMACNA's "HVAC Duct Construction Standards - Metal and Flexible"; Figures 2-10, "Duct Access Doors and Panels," and 2-11, "Access Panels - Round Duct." 1. Door: a. Double wall, rectangular. b. Galvanized sheet metal with insulation fill and thickness as indicated for duct pressure class. c. Vision panel. d. Hinges and Latches: 1-by-1-inch butt or piano hinge and cam latches. e. Fabricate doors airtight and suitable for duct pressure class. 2. Frame: Galvanized sheet steel, with bend-over tabs and foam gaskets. 3. Number of Hinges and Locks: a. Access Doors up to 24 by 48 Inches: Three hinges and two compression latches with outside and inside handles. 2.4 DUCT ACCESS PANEL ASSEMBLIES A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: Tetra Tech AIR DUCT ACCESSORIES Architects & Engineers Project No. 08249-15002 23 33 00 / Page 5 1. Ductmate Industries, Inc. 2. Flame Gard, Inc. 3. 3M. B. Labeled according to UL 1978 by an NRTL. C. Panel and Frame: Minimum thickness 0.0428-inch stainless steel. D. Fasteners: Stainless steel. Panel fasteners shall not penetrate duct wall. E. Gasket: Comply with NFPA 96; grease-tight, high-temperature ceramic fiber, rated for minimum 2000 deg F. F. Minimum Pressure Rating: 10-inch wg, positive or negative. 2.5 DUCT ACCESSORY HARDWARE A. Adhesives: High strength, quick setting, neoprene based, waterproof, and resistant to gasoline and grease. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas where air terminal units are to be installed for compliance with requirements for installation tolerances and other conditions affecting performance of equipment. B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Beginning installation constitutes Contractor’s acceptance of substrates and conditions. 3.2 INSTALLATION A. Install duct accessories according to applicable details in SMACNA's "HVAC Duct Construction Standards - Metal and Flexible" for metal ducts and in NAIMA AH116, "Fibrous Glass Duct Construction Standards," for fibrous-glass ducts. B. Install duct accessories of materials suited to duct materials; use galvanized-steel accessories in galvanized-steel and fibrous-glass ducts, stainless-steel accessories in stainless-steel ducts, and aluminum accessories in aluminum ducts. C. Install fire dampers according to UL listing. D. Install duct access doors on sides of ducts to allow for inspecting, adjusting, and maintaining accessories and equipment at the following locations: 1. As indicated on the drawings. E. Install access doors with swing against duct static pressure. AIR DUCT ACCESSORIES Tetra Tech 23 33 00 / Page 6 Project No. 08249-15002 Architects & Engineers F. Access Door Sizes: 1. One-Hand or Inspection Access: 8 by 5 inches. 2. Two-Hand Access: 12 by 6 inches. 3. Head and Hand Access: 18 by 10 inches. 4. Head and Shoulders Access: 21 by 14 inches. 5. Body Access: 25 by 14 inches. 6. Body plus Ladder Access: 25 by 17 inches. 7. Grease duct access doors: minimum 12 by 12 inches unless dimension is limited by duct height. Top of riser minimum access door size 22 by 20 inches unless dimension is limited by duct height Provide minimum 1 inch access door to duct edge spacing. If dimension is limited by duct height, increase other dimension to achieve same minimum free area. G. Label access doors according to Division 23 Section "Identification for HVAC Piping and Equipment" to indicate the purpose of access door. H. Install thrust limits at centerline of thrust, symmetrical on both sides of equipment. Attach thrust limits at centerline of thrust and adjust to a maximum of 1/4-inch movement during start and stop of fans. 3.3 FIELD QUALITY CONTROL A. Tests and Inspections: 1. Operate dampers to verify full range of movement. 2. Inspect locations of access doors and verify that purpose of access door can be performed. 3. Operate fire to verify full range of movement and verify that proper heat-response device is installed. END OF SECTION 23 33 00 02_Addenda_SELF PRICING_HANS BETHE.pdf CORNELL UNIVERSITY WEST CAMPUS DINING EXHAUST REMEDIATION PART 1 HANS BETHE HOUSE SELF PRICING BID ADDENDUM NO. 01 JULY 13, 2018 This Addendum contains changes to the requirements of the Contract Documents and Specifications. Such changes are to be incorporated into the Construction Documents and shall apply to the work with the same meaning and force as if they had been included in the original document. Wherever this Addendum modifies a portion of a paragraph of the specifications or a portion of any Drawing, the remainder of the Paragraph or Drawing shall remain in force. NOTE: Provisions of all Contract Documents apply. Item 1. Bid Form DELETE in its entirety. REPLACE with revised Bid Form, attached. Item 2. ADD Drawing M01C Ladder Modification Alternate 1, attached. Item 3. RFI Questions and Clarifications See RFI Log (Item 1) Attachments: Bid Form, BF-1R through BF-5R Drawing M01C Ladder Modification Alternate 1 RFI Log (Item 1) ****END OF ADDENDUM**** 03_RFI Question_Response Worksheet_Self-Pricing_HANS BETHE.pdf PROJECT: WEST CAMPUS DINING EXHAUST- PART 1 HANS BETHE HOUSE DATE: July 13, 2018 RFI Form RFI/ Response Index 1 The timeline of 2 weeks is condensed and some work may take longer to get than 2 weeks, such as signage. Cornell may increase the scheduled days to accomodate critical path items to facilitate the kitchen operations that require code compliance. Additionally, longer lead items that are not required for code compliance, that do not impact substantial completion and testing may occur beyond the construction window of August 3rd, however they shall be done timely (within 60 days of substantial completion). 2 3 4 5 RFI Project Team Response 04_M01C Ladder Modification Alt 1.pdfP:\08249\143-08249-15002\CAD\SheetFiles\Additional 4 Houses\Mech\500 Hans Bethe House\M502 Hans Bethe House Alternate 1 Plot -