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Addendum No. 2 - Peck Ormsby Construction

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1. 8 4 0 3 4 10 55 10 10 COLUMN TYP OF 6 CENTER COLUMNS LP 6271 83 TYP 6271 83 TYP 12 CMU WALL AS II II II II II II ees 7 4 HSS 10 10 3 8 COLUMN 12 CMU WALL TYP i TYP OF 12 AT WALL GNU WALL TE S 07 12 CMU WALL SLOPE LINE TYP che HP 6272 00 TYP CONSTR JT TYP W WSTP MCJ TF S 08 MCJ 8 07 BETWEEN DOORS SCALE 1 8 1 0 FILE 4650E10_TF S 102 DESIGNED DRAWN 3 05 2014 DNH ADDENDUM NO 2 2 21 2014 DNH ADDENDUM NO 1 ae aa Reclamation District TRAINING FLEET FACILITY THIS SHEET ADJUST oo 1 DESCRIPTION JANUARY 2014 LOWER PLAN SCALES ACCORDINGLY 29 106 2 1 a 1 a T 5 T e 7 T e o 0 PROJECT 4650 10 FILE 4
2. REMOTE DISCONNECT CO SENSOR WEST LARI CO SENSOR EAST LARM HVAC CONTROL PANEL SCALE NTS FILE 4650 1005401 24 ADDENDUM NO 2 PROJECT 4650 10 DESCRIPTION FILE NAME 4650E1005E007 dgn DESIGNED DRAWN CHECKED DATE JANUARY 2014 PROJECT ENGINEER 4 ORIGINAL SEALED BY JOHN G BRIONES 1 28 14 UT 376570 FIELD MCC MOTOR STARTER PANEL BOARD CO ALARM WEST EF 01 HI SPEED START CO ALARM EAST 02 HI SPEED START CO ALARM WEST SF 02 START CO ALARM EAST gt SF 03 START CO ALARM MOTORIZED DAMPER Sie CO ALARM oath MOTORIZED DAMPER Ba HVAC CONTROL PANEL ORIGINAL 1 28 14 UT 187341 PROJECT MANAGER SEALED BY CRAIG T ASHCROFT SPP SCALE NTS FILE 4650E1005401 2dm FIRE SAFETY INTERFACE RELAY COIL LOSS OF CONTROL POWER ALARM EAST CANYON WATER RECLAMATION FACILITY ELEVATOR CONTROL PANEL 4 14 14 14 CONTROL PANEL ELEVATOR DISCONNECT JOB NO VERIFY SCALES BAR IS ONE INCH ON TRAINING FLEET FACILITY AND SEISMIC UPGRADES ORIGINAL DRAWING SPI Reclamation District 02 a 4 5 e 120 ELECTRICAL 0 m 05 07 SCH
3. BOND BEAM BLOCK NOTCH BLOCK BOND BEAM BLOCK SEE DRAWINGS FOR WALL REINF BAR SIZE AND SPACING CENTER CORNE 4 0 REINF IN WALL TYP INTERSECTION SINGLE BAR BOND BEAM UJ 0 STD ACI 90 HOOK TYP EDGE OF OPENING BAR IN EACH OF FIRST CELLS JAMB OF OPENINGS BAR SIZE SAME AS TYPICAL WALL REINF BARS OPENING y LAP SPLICE LENGTH AS SPECIFIED OR INDICATED ON THE DRAWINGS 1 6 NOTCH BLOCK BOND BEAM BLOCK NOTCH BLOCK BOND BEAM BLOCK SEE DRAWINGS FOR lt EDGE OF OPENING BAR IN EACH OF FIRST TWO CELLS AT JAMB OF OPENINGS BAR SIZE SAME AS TYPICAL WALL REINF BARS Model LAST SAVED BY tdonnell TYP WALL REINF BAR SIZE AND SPACING TYP INTERSECTION DOUBLE BAR BOND BEAM 412 REINFORCING AT MASONRY BOND BEAM NOTES W R L LESS THAN 5 0 2 5 2 6 GREATER THAN 5 0 TO 7 0 2 6 3 0 GREATER THAN 7 0 12 0 2 47 3 6 1 STANDARD 90 HOOK HORIZONTAL BARS AT OPENINGS 2 FOR ADDITIONAL REINFORCING SEE DRAWINGS 3 DO NOT PLACE VERTICAL CONDUITS CELLS WITH VERTICAL REINFORCING BA
4. DESIGNED JOB NO EAST CANYON WATER RECLAMATION FACILITY VERIFY SCALES DRAWN 9 BAR IS ONE INCH TRAINING FLEET FACILITY AND SEISMIC UPGRADES ORIGINAL DRAWING DRAWING NO CHECKED JOHNG BRIONES 2 CRAIG T ASHCROFT 0 1 02 2 0 ee Reclamation District ELECTRICAL TYPICAL DETAILS 2 SHEETNO 02 21 14 ADDENDUM NO 1 DATE 8 9 THIS SHEET ADJUST DATE DESCRIPTION JANUARY 2014 gt SCALES ACCORDINGLY 95 106 S oo S EEE EEE EE EEE eae PROJECT NO 4650E10 FILE NAME 4650E10_TE 02 dgn 10 29 37 04 MAR 2014 Plot Date NEW CONCRETE EXISTING CONCRETE ROUGHEN CONCRETE 1 4 AMPLITUDE AND COAT WITH EPOXY RESIN PORTLAND CEMENT BONDING AGENT SEE DRAWINGS FOR REINFORCING BAR EPOXY REMOVE ADDITIONAL CONCRETE AS REQUIRED TO HAVE A RECTANGULAR SHAPE SIDES SHALL BE PERPENDICULAR TO SURFACE OR SLIGHTLY UNDERCUT TYP ALL SIDES REPAIR WITH PREPACKAGED SMALL AGGREGATE REPAIR CONCRETE SURFACE OF CONCRETE TN FINISH GRADE 5 12 EWT amp B 1 LAP SPLICE TYP 22 THICKNESS AS INDICATED THE DWGS WITH 8 MIN 4 MAX User TDonnel
5. 1 GROUND GRID CONDUCTOR 7 GROUND ROD LENGTH AND FINISHED GREY RJ 45 DIAMETER AS SPECIFIED SIZE AS INDICATED ON DRAWINGS FLOOR BACKUP DATA OR IN SPECIFICATIONS 120VAC UPS RECEPTACLE ORANGE WHERE APPLICABLE 120 RECEPTACLE IVORY IN FINISHED ROOMS BROWN IN THE PROCESS AREAS NOTES NOTES NOTES 1 DATA WALL JACKS SHALL USED IN LOCATIONS INDICATED IN THE 1 ALL SWITCHES AND RECEPTACLES SHALL BE EMBEDDED IN THE 1 ROUGHEN SURFACE OF OPENING AND APPLY EPOXY WALL UNLESS OTHERWISE INDICATED ON THE DRAWINGS DRAWINGS OFFICE AREAS AND CONSOLES D GROUND ROD TO GROUND GRID CROSS CONNECTOR SIZE FOR ROD CEMENT BONDING AGENT IMMEDIATELY PRIOR TO AND CABLE PER CONNECTOR MANUFACTURERS GUIDELINES GROUTING 2 WHERE UPS POWER IS NOT AVAILABLE USE 2 GANG BOX CONDUIT PENETRATION OUTLET BOX MOUNTING EG001 GROUND ROD AND GROUNDWELL FIRE RATED WALL COMPRESSION CONNECTION FINISHED FOLE BASE FINISHED GRADE CONDUIT COUPLING COVER SST ANCHOR BOLTS NUTS LOCK WASHERS AND LEVELING NUTS GRADE TYP PER POLE MFR REQMTS PVC COATED MIN 1 NON SHRINK STEEL CONDUIT GROUT 3 0 MIN CROWN OR SLOPE TOP OF CURB FOR DRAINAGE FINISHED SOIL GRADE 3 0 MIN 3 HOOP DOWEL CURB TO FLOOR FINISHED FLOOR GROUND ROD LENG
6. ooo aoa 9 20 1 42 20 1 180 MONOXIDE SENSOR PANEL LP C 2 26 2014 LOCATION VOLTS PHASE amp WIRE INTERRUPT OPTIONS VEHICLE STORAGE 101 208 120 4 18 SPD NEMA FEED MTG BUS RATING MAIN MAIN RATING 1 PHA WEIGHTED TOP PHB WEIGHTED VA SURFACE PHC WEIGHTED VA 225 EQUIP SIZING 225 AF 125 AT PANEL AMPS 10673 10662 9995 32019 88 9 VC F DESCRIPTION LOAD VA BKR BKR LOAD VA DESCRIPTION ENTRY DOOR 1000 20 1 A 2 20 1 1000 ENTRY DOOR OVERHEAD DOOR 1127 20 1 4 20 1 1127 OVERHEAD DOOR OVERHEAD DOOR 1127 20A 1P 6 20 1P 1127 OVERHEAD DOOR OVERHEAD DOOR 1127 20 1 8 20 1 1127 OVERHEAD DOOR OVERHEAD DOOR 1127 20 1 10 20 1 1127 OVERHEAD DOOR OVERHEAD DOOR 1127 20 1 12 20 1 1127 OVERHEAD DOOR OVERHEAD DOOR 1127 20 1 14 20 1 1127 OVERHEAD DOOR OVERHEAD DOOR 1127 20 1 16 20 1 1127 OVERHEAD DOOR OVERHEAD DOOR 1127 20 1 18 20 1 1127 OVERHEAD DOOR DISHWASHER 1 LABORATORY 1200 20 1 20 20 1 5 DISHWASHER 2 VEHICLE STORAGE LAB 1200 20 1 22 20 1 1440 LABORATORY COUNTERTOP RECEPTACLES DISHWASHER 3 VEHICL
7. 10 amp and 120V The coil of the isolation relay shall be 120 Vac A normally open dry contact shall be provided by the Fire Alarm Safety System to energize the isolation relay and activate the shunt trip solenoid 140 VA inrush at 120V The switch shall include a 120 volt key to test switch and a 1 NO 1 NC mechanically interlocked auxiliary contact rated 5A 120 Vac as standard The switch shall contain the following options Pilot Light Green Red or White Isolated Full Capacity Neutral Lug Fire Alarm Voltage Monitoring Relay Needed to comply with NFPA 72 NEMA 1 Enclosure Main Switch Auxiliary Contacts 1 NO 1 NC MON The module shall have been successfully tested to a short circuit rating with Bussmann Low Peak Class J fuses at 200 000 amps RMS Symmetrical All switches shall have shunt trip capabilities at 120 Vac from remote fire safety signal Branch feeders shall be selectively coordinated and fed with an upstream supply over current protective device at a minimum of 2 1 size ratio utilizing LOW PEAK Class J RK1 or L fuses 2 06 COMPONENTS NOT USED 2 07 ACCESSORIES A March 2014 Disconnect switches to have provisions for a field installable B type electrical interlock for position indication as indicated on the Drawings Disconnect switches to have provisions for a field installed insulated groundable neutral kit as indicated on the Drawings NEMA Type 7 and 9 enclosures fu
8. 4 4X 7 9 12 NON FUSED FUSED CIRCUIT BREAKER MAN STARTER w OL MAN STARTER w o OL AUTO STARTER w OL RATINGS HORSEPOWER FUSE SIZE BREAKER AF AT ACCESSORIES ACCESSORY CODE LAST SAVED BY adiaz DESIGNED DRAWN CHECKED EAST CANYON WATER RECLAMATION FACILITY VERIFY SCALES ORIGINAL BAR IS ONE INCH ON TRAINING FLEET FACILITY AND SEISMIC UPGRADES RIGINAL DRAWIN SEALED BY one ANING ELECTRICAL CRAIG liege 0 4 Reclamation District LUMINAIRE AND DISCONNECT I nor ONE DESCRIPTION JANUARY 2014 SCH EDULE UT 187341 THIS SHEET ADJUST gt e S SPP SCALES ACCORDINGLY 71 FILE NAME 4650E1005E001 dgn ORIGINAL SEALED BY JOHN G BRIONES 1 28 14 UT 376570 05 E 01 SHEET NO 02 28 14 02 21 14 DATE ADDENDUM NO 2 ADDENDUM NO 1 PROJECT ENGINEER PROJECT MANAGER OF 106 PROJECT NO 4650E10 04 MAR 2014 5 15 47 Plot Date User ADiaz ColorTable gshade ctb DesignScript Carollo_Std_Pen_v0905 pen PlotScale 2 1 Model Layout CONDUIT SCHEDULE AREA 0 Snyderville Training and Fleet Facility Building Snyderville Basin Reclaim Water District 3 4 14 CONDUIT SCHEDULE AREA 0 Snyderville Training and Fleet Facility Building Snyderville Basin Reclaim Water District 3 4 14 CONDUIT
9. PlotScale 2 1 LAST SAVED BY adiaz TO MH E03 SEE DWG 01 E 01 FOR CONTINUATION EXISTING MCC G 4 1 02 28 14 IV ADDENDUM NO 2 REV DATE BY PROJECT NO 4650E10 DESCRIPTION DESIGNED DRAWN CHECKED DATE JANUARY 2014 PROJECT ENGINEER ORIGINAL SEALED BY JOHN G BRIONES 1 28 14 UT 376570 PROJECT MANAGER ORIGINAL SEALED BY CRAIG T ASHCROFT 1 28 14 UT 187341 SCALE 3 8 1 0 FILE 4650E10EGE101 148 Snyderville Basin Water SPP Reclamation District KEY NOTES D ROUTE TO SWG 09 EXISTING MAIN SWITCHGEAR EAST CANYON WATER RECLAMATION FACILITY TRAINING FLEET FACILITY AND SEISMIC UPGRADES VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING ELECTRICAL EMERGENCY GENERATOR BUILDING PLAN POWER amp CONTROL 0 a 1 IF NOT ONE INCH ON THIS SHEET ADJUST SCALES ACCORDINGLY gt a Sa ee Se FILE NAME 4650E10EGE001 dgn JOB NO 4650E10 DRAWING NO EG E 01 SHEET NO 87 OF 106 1 4 1 1 4 MIN SiN 2 MAX EMBEDED ANGLE DEPTH OF GRATING 1 2 AL ROD ANCHOR LOCATED 6 FROM EACH END OF REBATE 2 0 MAX SPACING AND NOT LESS THAN TWO PER SIDE NAIL 2 2 0 CUT OFF AND GRIND SMOOTH ALTERNATE DETAIL AFTER FORM REMOVAL GRATING REBATE NOTES 1 FORH 20 HEAVY DUTY STEEL GRA
10. Complete system setup Setup of specific network software configuration requirements Complete system diagnostics verification Complete system operation verification Problem reporting and tracking Project specific installation log Completion of specific Owner acceptance test plans 2014 16752 5 4650 10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum 2 16752 9 Formal turnover of the specific project installation documentation to the Owner s water services department 3 04 ERECTION INSTALLATION APPLICATION CONSTRUCTION NOT USED 3 05 REPAIR RESTORATION NOT USED 3 06 RE INSTALLATION NOT USED 3 07 FIELD QUALITY CONTROL A Perform acceptance tests to show system is properly installed and that it meets the Specifications and applicable codes The acceptance tests will include demonstration of the integration to the existing head end and the capability to be monitored and controlled form other workstations on the Enterprise B Performance specification requirements 1 Where Specifications require compliance with performance requirements provide products that comply with these requirements and are recommended by the manufacturer for the application indicated 2 General overall performance of a product is implied where the product is specified for a specific application 3 All equipment to be installed per applicable UL listing for that d
11. KEY NOTES D EF 06 amp 07 SWITCHED BY MOTOR SENSOR ON SAME CIRCUIT AS LIGHTING MATCH LINE ON DWG TF E 08 725 1 200 SCALE 3 16 1 0 FILE 4650E10TFE101 JOB NO EAST CANYON WATER RECLAMATION FACILITY VERIFY ORIGINAL BAR IS ONE INCH ON SEALED BY E Snyderville Basin Water TRAINING FLEET FACILITY AND SEISMIC UPGRADES CRAIG T ASHCROFT DESIGNED DRAWN AD ORIGINAL SEALED BY JOHN G BRIONES 1 28 14 1 28 14 ELECTRICAL 0 ee 1 TF E 07 one ee Reclamation District TRAINING FLEET FACILITY ENOT one 84 OF 106 PROJECT ENGINEER PROJECT MANAGER CHECKED JGB THIS SHEET ADJUST 02 28 14 iv ADDENDUM NO 2 DATE REV DATE BY DESCRIPTION UPPER PLAN LIGHTING SCALES ACCORDINGLY 25 4 2 20 01 6 1 SS ee 0 i 0 0012 1 PROJECT 4650 10 FILE 4650E10TFE007 dgn UT 376570 04 2014 5 21 57 Plot Date User ADiaz Model Layout ColorTable gshade ctb DesignScript 5 0905 PlotScale 2 1 LAST SAVED BY adiaz 7 EL200 5 2 4 2
12. a a W16 x 26 COL HSS 2 10 10 3 8 W16 26 W16 26 W16 26 W16 26 W16 x 26 COL HSS 10x10x3 8 TYP FLOOR COMPOSITE DECKING IS 20 GA GALVANIZED STEEL WITH 2 HIGH RIBS 4 MIN 0 415 IN FT 3 Smin 0 355 33 KSI W24 x 76 W16 31 W16 31 W16 31 W16 31 W16 31 W24 x 76 W16 x 31 W16 31 W16 x 31 W16 x 31 COL HSS 10x10x3 8 WELD DECKING TO ALL BEAMS WITH 5 8 PUDDLE WELD 12 OC WELD INTERMIEDIATE SIDE LAP SEAMS WITH 1 1 2 LONG TOP SEAM WELD 12 ALL BEAM BOLT CONNECTIONS SHALL USE 3 4 DIA A325 BOLTS IE A W8x10 BD TF S 15 WS 24 55 2 STEEL DECKING KEY NOTES 24 0 5 EQ SPACES 24 0 5 EQ SPACES D FLOOR OPENING ABOVE SEE DWG TF S 04 EAST CANYON WATER RECLAMATION FACILITY VERIFY SCALES TRAINING FLEET FACILITY AND SEISMIC UPGRADES BAR IS ONE INCH ON ORIGINAL DRAWING STRUCTURAL TRAINING FLEET FACILITY FRAMING PLAN TOS 6288 67 0 m 1 IF NOT ONE INCH THIS SHEET ADJUST SCALES ACCORDINGLY DRAWING NO TF S 03 SHEET NO 30 OF 106 10 28 57 04 MAR 2014 Plot Date User TDonnell ColorTable gshade ctb DesignScript Carollo _Std_Pen_v0905 pen 2 1 Model Layout1 LAST SAVED BY tdonnell 3 4 DIA ANCHOR 4
13. 46 KSI ASSEMBLY BOLTS UNLESS NOTED HIGH STRENGTH ASTM A325 ANCHOR BOLTS UNLESS NOTED CAST IN CONCRETE OR MASONRY ASTM 1554 POST INSTALLED SEE SPECIFICATIONS WELDING E 70XX ELECTRODES UNLESS OTHERWISE NOTED STRUCTURAL STAINLESS STEEL ALL STAINLESS IN CONTACT WITH WATER SHALL BE 316 SHAPES AND BARS ASTM A276 TYPE AS INDICATED BOLTS F593 WELDING ELECTRODES UNLESS NOTED E304L 15 ELECTRODES FOR TYPE 304L E316L 15 ELECTRODES FOR TYPE 316L STRUCTURAL ALUMINUM PPP SBA BBP SHAPES ASTM B308 ALLOY 6061 T6 SHEET ASTM B209 ALLOY 6061 T6 ASSEMBLY BOLTS UNLESS NOTED STAINLESS STEEL ANCHOR BOLTS UNLESS NOTED STAINLESS STEEL WELDING ER4043 ELECTRODES UNLESS OTHERWISE NOTED EAST CANYON WATER RECLAMATION FACILITY TYPICAL STRUCTURAL MATERIALS CONT D MASONRY 1 THE COMBINED MASONRY ASSEMBLAGE COMPRESSIVE STRENGTH 28 DAYS SHALL BE A MINIMUM 1500 PSI CONCRETE MASONRY UNITS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM C90 CLASS 3 WITH MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI AND SHALL BE NORMAL WEIGHT TYPE MORTAR SHALL BE IN ACCORDANCE WITH ASTM C270 TYPE S AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 1800 PSI GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI CORNER BOND BEAM PILASTER U BLOCKS AND ACCESSORY UNITS OF THE SAME COLOR AND TEXTURE SHALL BE PROVIDED REINFORCEMENT FOR MASONRY S
14. D SERIES 1 4 FLUORESCENT LIGHT WITH WRAP AROUND MATT WHITE OPAL ACYLIC DIFFUSER INSTANT START ELECTRONIC BALLAST LESS THAN 10 THD SELF CONTAINED MAINTENANCE FREE BATTERY 90 MINUTE CAPACITY WITH TEST SWITCH WALL MOUNT 2 F32W T8 FLUORESCENT LITHONIA LIGHTING WC SERIES 6 OPEN DOWNLIGHT 600L LUMEN OUTPUT 3500 COLOR TEMPERATURE WHITE OPEN REFLECTOR GYPSUM BOARD CEILING MOUNT RECESSED LITHONIA LIGHTING DOM SERIES 6 OPEN DOWNLIGHT 900L LUMEN OUTPUT 3500K COLOR TEMPERATURE WHITE OPEN REFLECTOR GYPSUM BOARD CEILING MOUNT RECESSED LITHONIA LIGHTING DOM SERIES WALL MOUNT LED FIXTURE ONE LIGHT ENGINE 10 LED s TYPE MEDIUM LIGHT DISTRIBUTION SURFACE MOUNTING BRACKET FINISH COLOR PER CLIENT NEMA 4X COMPLETE WITH INTEGRAL MOTION AMBIANT LIGHT SENSOR FOR LESS THAN 15 MOUNTING HEIGHT AND LEVEL ICONTROL MANUAL SETTING PUSH BUTTONS WALL MOUNT LITHONIA LIGHTING D SERIES ENCLOSED AND GASKETED INCANDESCENT LUMINAIRE SUITABLE FOR INDUSTRIAL LOCATIONS IRON ALLOY BODY PLAIN GLASS GLOBE ALUMINIUM GUARD SIDE ENTRY CONDUIT NEMA WALL MOUNT INCANDESCENT CROUSE HINDS LIGHTING V SERIES DISCONNECT SCHEDULE 2 18 2014 A x VOLTAGE 120 VAC 240 VAC 600 VAC 125 VDC 250 VDC 500 VDC 1 2 6 1 2 3 3R
15. THIS SHEET ADJUST SCALES ACCORDINGLY 82 OF 106 0 a 1 S oo eee eae FILE NAME 4650E10TFE005 dgn 04 MAR 2014 5 20 49 Plot Date User ADiaz PlotScale 2 1 9 m 2 2 a lt gt OD MOTORIZED DAMPER ACU 02 TELCO PANEL GENERAL NOTES 1 2 ALL NU FLOOR PENETRATION TO PRESERVE FIRE ROUTING OF FLOOR KEY NOTES OO OOO OOOO ABOVE COUNTERTOP NOT USED DEDICATED RECEPTACLE FOR TELCO PANEL TANKLESS WATER HEATER CONTROL POWER RECEPTACLES FOR PRECISE PLACEMENT REFERENCE TF P 01 PLUMBING PLAN AND WATER HEATER VENDER EXTERIOR GUTTER HEATER 9 A F F CONDUIT PENETRATION TO BELOW CONTINUED ON DRAWING BELOW COUNTERTOP RANGE 4 WIRE RECEPTACLE NEMA 14 50R LP A 32 34 BELOW COUNTERTOP DISHWASHER BELOW SINK GARBAGE DISPOSAL AIR CONDITIONING UNIT THERMOSTAT ROUTE 3 4 C MANUFACTURERS CONTROL CABLE TO ASSOCIATED INDOOR AIR CONDITIONING UNIT WATER COOLERS RECEPTACLES FOR PRECISE PLACEMENT REFERENCE TF P 01 PLUMBING PLAN AND WATER COOLER VENDOR HOOD FAN POWER FOR PRECISE PLACEMENT REFERENCEHOOD VENDOR HEAT TRACE CONTROLLER PROVIDE 500 OF HEAT TRACE CABLE PER SECTION 15772 CORE DRILL THROUGH WALL AND RUN CABLE TO OUTSIDE ROUTE CABLE THROUGH GUTTER AND DOWN SPOUTS AS DIRECTED BY ENGINEER HEAT TRACE CONTROLLER
16. ADiaz ColorTable gshade ctb DesignScript Carollo_Std_Pen_v0905 pen PlotScale 2 1 Model Layout1 LAST SAVED BY adiaz 0 10 20 40 SCALE 1 20 EXISTING MAINTENANCE BUILDING DESIGNED M V DRAWN M CHECKED JGB 1 02 28 14 IV ADDENDUM NO 2 DATE REV DATE BY PROJECT NO 4650E10 DESCRIPTION FILE NAME 4650E1001E001 dgn JANUARY 2014 PROJECT ENGINEER EXISTING JEREMY RANCH GOLF COURSE MAINTENANCE BUILDING ORIGINAL SEALED BY JOHN G BRIONES 1 28 14 UT 376570 PROJECT MANAGER ORIGINAL SEALED BY CRAIG T ASHCROFT 1 28 14 UT 187341 NEW TRAINING FLEET FACILITY SPP EXISTING OPERATIONS BUILDING EXISTING EMERGENCY GENERATOR BUILDING 1 EXISTING P 08 MH E03 EXISTING lt 2 EAST CANYON WATER RECLAMATION FACILITY KEY NOTES lt lt USE EXISTING SPARE DUCT BANK CONDUIT MH E03 AND CONNECT NEW DUCT P09 AVOID EXISTING UNDERGROUND UTILITIES CONTINUED ON DRAWING TF E 01 COORDINATE WITH PLUMBING PIPING STUB UP REFERENCE 02 NOT USED DO NOT DISTURB EXISTING ELECTRICAL DUCT BANK FOR CONTINUATION REFERENCE EG E 01 RELOCATE EXISTING LIGHT POLE FIXTURE AS SHOWN ON D 03 TO NEW LOCATION AS SHOWN ON C 03 INSTALL PER TYPICAL DETAIL EL 506 EXTEND EXISTING CONDUIT TO NEW LOCATION EXTEND CONDUIT IN DUCT BANK ASSOCIATED WITH EXISTING M
17. KEEP REPAIRED AREA SPECIFICATIONS CONTINUOUSLY MOIST 1 DIMENSION AS REQUIRED TO SUIT EQUIPMENT OR AS INDICATED ON THE DRAWINGS 5194 BONDED REINFORCING BARS OR ALL CONCRETE REPAIR SURFACE CONCRETE REPAIR SURFACE EQUIPMENT SLAB SEE DRAWINGS FOR EMBEDMENT LENGTH EXISTING CONCRETE ALL THREAD RODS PlotScale 2 1 ColorTable gshade ctb DesignScript Carollo 0905 Layout THREAD RODS 04 30 07 UNLESS OTHERWISE INDICATED ON THE DRAWINGS ALL WALLS SHALL BE REINFORCED WITH A MINIMUM OF 2 5 VERTICAL REINFORCING BARS 2 0 AND 2 4 2 8 HORIZONTAL REINFORCING BARS SEE NOTE 2 FOR ADDITIONAL REINFORCING BARS ADJACENT TO WALL OPENINGS A VERTICAL BAR SHALL BE PLACED AT ALL WALL CORNERS EACH SIDE OF CONTROL JOINT AND WALL INTERSECTIONS AND A VERTICAL BAR SHALL BE PLACED IN EACH OF THE FIRST TWO CELLS AT EACH JAMB OF ALL WALL OPENINGS THE BAR SIZE SHALL BE NUMBER 5 MINIMUM BUT NOT SMALLER THAN THE TYPICAL VERTICAL WALL REINFORCING BARS LAP SPLICES A UNLESS OTHERWISE INDICATED ON THE DRAWINGS THE BARS AT A LAP SPLICE SHALL BE IN CONTACT WITH EACH OTHER B FOLLOWING TABULATED VALUES ARE CALCULATED FOR Fy 60 000 PSI FOR REINFORCING BARS 1 500 PSI FOR MASONRY BAR LAP SPLICES NOT SPECIFIED ON THE DRAWINGS OR IN THE FOLLOWING TABLE SHALL NOT BE LESS THAN 72 BAR DIAMETERS D THE MASONRY SIDE COVER OVER THE VERTICAL REINFORCING BARS SHALL NOT
18. TRANSFORMER LP C AND LP D LABORATORY FUME HOOD CONTROL PANEL AND RECEPTACLE g ABOVE COUNTER TOP PlotScale 2 1 ColorTable gshade ctb DesignScript Carollo 5 0905 Q PROVIDE SUPPLEMENTAL GROUNDING ELECTRODE CONDUCTOR TO BUILDING INTERIOR METAL WATER PIPING PER NEC ARTICLE 250 68 C BELOW COUNTER TOP FOR DISHWASHER OD OO MATCH LINE ON DWG TF E 02 XFMR LP C 2 gt XFMR LP D k 2 2 ELEVATOR CONTROL SWITCH PARTIAL LOWER PLAN SCALE 3 16 1 0 FILE 4650 10 101 B LABORATORY PLAN SCALE 1 4 1 0 FILE 4650 10 1001 1 EAST CANYON WATER RECLAMATION FACILITY VERIFY ORIGINAL BAR IS ONE INCH ON SEALED BY j j TRAINING FLEET FACILITY AND SEISMIC UPGRADES ORIGINAL DRAWING ORIGINAL SEALED BY DRAWING NO DESIGNED DRAWN JOHN G BRIONES TF E 01 CHECKED CRAIG T ASHCROFT 0 1 ELECTRICAL 1 28 14 1 28 14 UT 376570 PROJECT ENGINEER PROJECT MANAGER THIS SHEET ADJUST 5 79 3 8 8 2 02 28 14 ADDENDUM NO 2 JGB 02 21 14 ADDENDUM 1 5 DATE PROJECT NO 4650E10 DESCRIPT
19. gt POWER DAMPER gt gt POWER DAMPER ELEVATOR POWER PANEL ELEVATOR DISCONNECT gt gt _POWER ELEVATOR 02 28 14 ADDENDUM NO 2 02 21 14 ADDENDUM NO 1 DATE DESCRIPTION DESIGNED DRAWN CHECKED JGB DATE JANUARY 2014 PROJECT ENGINEER ORIGINAL SEALED BY JOHN G BRIONES 1 28 14 UT 376570 ORIGINAL SEALED BY CRAIG T ASHCROFT 1 28 14 UT 187341 PROJECT MANAGER EG E 01 STANDBY SWITCHGEAR SWG 08 TB 1 PULL BOX POWER MCC TF SPP Reclamation District EAST CANYON WATER RECLAMATION FACILITY TRAINING FLEET FACILITY AND SEISMIC UPGRADES JOB NO VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING DRAWING NO ELECTRICAL CONDUIT SCHEDULES 0 me 1 05 E 03 IF NOT ONE INCH ON THIS SHEET ADJUST SCALES ACCORDINGLY 73 OF 106 SHEET NO 41 22 1 27 1 1 1 8 1 18 EEE 2 11 PROJECT NO 4650E10 FILE NAME 4650E1005E003 dgn 04 2014 5 16 52 Plot Date User ADiaz ColorTable gshade ctb DesignScript Carollo_Std_Pen_v0905 pen PlotScale 2 1 Model Layout CONDUIT SCHEDULE AREA 0 Snyderville Training and Fleet Facility Building Snyderville Basin Reclaim Water District 3 4 14 CONDUIT CONDUCTORS GROUND NUMBER CONNECTING DESCRIPTION SEGMENTS P 08 TB 1 PULL BOX MH E03 VIA EXISTING CONDUIT gt gt POWER MCC TF PU
20. 01 INDOOR POWER ACU 02 INDOOR POWER ACU 03 INDOOR POWER ACU 04 INDOOR ACU 01 INDOOR UNIT PULL BOX gt gt _CONTROL ACU 01 ACU 05 INDOOR VIA DISCONNECT CONDUIT T POWER ACU 05 INDOOR TF E 05 PULL BOX ACU 01 OUTDOOR UNIT gt gt CONTROL ACU 01 TF E 05 ACU 06 INDOOR VIA DISCONNECT CONDUIT T POWER ACU 06 INDOOR ACU 05 INDOOR UNIT CONDUIT T gt gt _CONTROL ACU 05 CONDUIT T CONDUIT T POWER ACU 05 INDOOR POWER ACU 06 INDOOR TF E 05 TF E 01 ACU 06 INDOOR UNIT CONDUIT T gt gt CONTROL ACU 06 CONDUIT T PULL BOX gt gt CONTROL ACU 05 gt gt CONTROL ACU 06 CONDUIT T LP D POWER ACU 01 INDOOR POWER ACU 02 INDOOR POWER ACU 03 INDOOR POWER ACU 04 INDOOR POWER ACU 05 INDOOR POWER ACU 06 INDOOR PULL BOX ACU 05 OUTDOOR UNIT gt gt _CONTROL ACU 05 TF E 05 HAND DRYER 2 WOMENS BATHROOM CONDUIT T gt gt _POWER HAND DRYER PULL BOX ACU 06 OUTDOOR UNIT CONTROL ACU 06 TF E 05 HAND DRYER 1MENS BATHROOM CONDUIT T gt gt POWER HAND DRYER TF E 06 ACU 03 INDOOR UNIT CONDUIT T gt gt _CONTROL ACU 03 TF E 06 ACU 04 INDOOR UNIT CONDUIT T gt gt CONTROL ACU 04 CONDUIT T LP B gt gt POWER HAND DRYER gt gt POWER HAND DRYER CONDUIT T PULL BOX gt gt CONTROL ACU 03 gt gt CONTROL ACU 04 LAB FUME HOOD CONTROL PANEL amp RECEPTACLE LP D 12 gt gt POWER F
21. 1 Model Layout1 LAST SAVED BY adiaz KEY NOTES D SMOKE DETECTOR AT DISCHARGE OF MAU1 amp 2 D FIRE SPRINKLER FLOW SWITCH REFERENCE TF M 02 AND TF M 03 ACCESS CONTROL L Ci KEYPAD BUILDING REFERENCE 01 E 01 PENETRATION BETWEEN FLOORS ELEVATOR PIT SMOKE DETECTOR FOR OPERATION OF ELEVATOR CONTROL SWITCH VIA FIRE ALARM CONTROL PANEL LOWER PLAN SCALE 1 8 1 0 FILE UPPER PLAN SCALE 1 8 1 0 FILE 4650E10TFE104 DESIGNED IRV ORIGINAL SEALED BY ORIGINAL DRAWN AD EAST CANYON WATER RECLAMATION FACILITY VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING JOHN G BRIONES CRAIG T ASHCROFT ELECTRICAL CHECKED 02 28 14 SEALED BY g care Ha Snyderville Basin Water TRAINING FLEET FACILITY AND SEISMIC UPGRADES 1 28 14 ADDENDUM NO 2 JGB 02 21 14 UT 376570 PROJECT ENGINEER PROJECT MANAGER ane Reclamation District TRAINING FLEET FACILITY DATE PROJECT NO 4650E10 UT 187547 DESCRIPTION JANUARY 2014 LOWER amp UPPER SIGNAL PLANS 2 1 3 4 5 S ST 7 2 8 8 40 4 11 2 o l FILE 4650E10TFE009 dgn a 1 IF NOT ONE INCH ON THIS SHEET ADJUST SCALES ACCORDINGLY JOB NO 4650E10 DRAWING NO TF E 09 SHEET NO 86 OF 106 04 MAR 2014 5 17 25 Plot Date User ADiaz Model Layout ColorTable gshade ctb DesignScript 5 0905
22. 1P 6 20A 1P 900 TRAINING ROOM amp HVAC 210 RECEPTACLES TRAINING ROOM RECEPTACLES 360 20A 1P 8 20A 1P 720 OFFICE 202 205 RECEPTACLES OFFICE 202 205 RECEPTACLES 720 20A 1P 10 20A 1P 180 HVAC 201 OFFICE 202 205 RECEPTACLES HVAC 220 amp WEST CORRIDOR RECEPTACLES 1080 20A 1P 12 20A 1P 1080 HVAC 212 amp COORIDOR RECEPTACLES HVAC 218 RECEPTACLES 360 20A 1P 14 20A 1P 360 KITCHEN COUNTER RECEPTACLE HVAC 218 RECEPTACLES 180 20A 1P 16 20A 1P 1080 KITCHEN COUNTER RECEPTACLE SPARE 20A 1P 18 20A 1P 1080 KITCHEN COUNTER RECEPTACLE KITCHEN BELOW SINK 180 20A 1P 20 20A 1P 500 KITCHEN RANGE HOOD EXHAUST FAN KITCHEN BELOW COUNTER DISHWASHER 1200 20A 1P 22 20A 1P SPARE KITCHEN BELOW COUNTER REFRIDGERATORS 500 20A 1P 24 20A 1P 590 WATER COOLER 1 SPARE 20A 1P 26 20A 1P 590 WATER COOLER 2 5 01 330 20 1 28 20 1 1400 UPPER TOILET HAND DRYER 1 5 02 330 20 1 30 20 1 1400 UPPER TOILET HAND DRYER 2 5 03 330 20 1 32 20 1 100 WATER HEATER 1 CONTROL POWER SPARE 20A 1P 34 20A 1P 100 WATER HEATER 2 CONTROL POWER SPARE 20A 1P 36 20A 1P 100 WATER HEATER 3 CONTROL POWER FIRE ALARM PANEL 20A 1P 38 20A 1P SPARE TELCO PANEL 20A 1P 40 20A 1P 360 IT PANEL CARBON MONOXIDE SENSOR
23. 28 14 02 21 14 DATE DESCRIPTION ADDENDUM NO 2 JGB ADDENDUM NO 1 DATE PROJECT ENGINEER JANUARY 2014 PROJECT NO 4650E10 FILE NAME 4650E1003E002 dgn SWG 2 2000AF 2000AT ORIGINAL SEALED BY JOHN G BRIONES 1 28 14 UT 376570 PROJECT MANAGER 1600AF 800 AT ORIGINAL SEALED BY CRAIG T ASHCROFT 1 28 14 UT 187341 1600 5 1600 800 480V 30 3W 2000A BUS STANDBY 65KAIC MCC G 400 400 480V 120 208V EMERGENCY GENERATOR BUILDING EXISTING EXISTING PANEL M MCC A 3 350 amp 1 4 G EXISTING MCC 2 BLOWER BUILDING TRAINING FLEET FACILITY BUILDING EXISTING MCC 1 2 EXISTING 800 800 400 400 250 400 HEADWORKS BUILDING EXISTING EXISTING MCC C MCC D EAST CANYON WATER RECLAMATION FACILITY EXISTING MCC BR1 EXISTING MAIN SWITCHGEAR SWG MAIN SWITCHGEAR SWG SWG 12 1600 1300 EMERGENCY GENERATOR BUILDING BOX 1 EXISTING SWBD BR BR 1 1600AF 1300AT 480V 302 1600A BUS 65 ELECTRICAL BUILDING EXISTING EXISTING MCC BR2 MCC R VERIFY SCALES TRAINING FLEET FACILITY AND SEISMIC UPGRADES BAR IS ONE INCH ON ORIGINAL DRAWING DRAWING NO ELECTRICAL OVERALL ONE LINE DIAGRAM 03 E 02 SHEET NO THIS SHEET ADJUST SCALES ACC
24. EXISTING PRODUCTS NOT USED 2 03 MATERIALS NOT USED 2 04 MANUFACTURED UNITS NOT USED 2 05 EQUIPMENT A Provide the fire alarm system with all necessary hardware and software to perform the following functions 1 Fire alarm and detection operations a Provide all required network interface modules fiber optic communication modules relay modules and zone modules for interconnections as required and specified in this Section 2 Control and monitoring of duct mounted smoke detectors fire suppression systems heat detectors smoke detectors elevator control switch and other equipment as indicated in the Specifications or as indicated on the Drawings 3 Annunciation a Operation of alarm and supervisory initiating devices shall be annunciated at the FACP indicating the location and type of device b Signal transmission 1 Alarms from the FACP shall be routed to plant control system in operations building 4 System general alarm sequence a Indication of alarm condition at the FACP b Identification of the device that is the source of the alarm at the FACP March 2014 16710 5 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16710 Operation of audible and visible notification devices throughout the building until silenced at FACP d Shutting down supply and return fans serving zone where alarm is initiated Notifying the local fire department 5 Alarm silenci
25. FOAM INSULATION 5 12 ONLY Ty CONCRETE Wii 5 12 ONLY 5 12 ONLY ALTERNATE BARS ATTACH CONCRETE WITH ALTERNATE BARS ALTERNATE BARS CONSTRUCTION ADHESIVE SHALL EXTEND Paced UPON ADUE a SHALL EXTEND SHALL EXTEND INTO MASONRY INTO MASONRY INTO MASONRY 1 6272 00 6272 00 5 DOWEL 12 6272 00 5 5 EF SX SCALE 3 4 1 0 SCALE 3 4 1 0 SCALE 3 4 1 0 FILE 4650 10_ 5 427 FILE 4650E10_TF S 404 FILE 4650E10_TF S 405 EAST CANYON WATER RECLAMATION FACILITY VERIFY 8 15 ao ORIGINAL SEALED BY DAVID N HOOLEY 1 28 14 UT 158094 CRAIG T ASHCROFT 1 28 14 UT 187341 DRAWN ORIGINAL DRAWING nyderville Basin Water TRAINING FLEET FACILITY AND SEISMIC UPGRADES ORIGINAL DRAWING 40 STRUCTURAL 0 mes TF S 08 5 THIS SHEET ADJUST 3 05 2014 DNH ADDENDUM 2 DATE DESCRIPTION SECTIONS AND DETAILS 1 SCALES ACCORDINGLY 23 4 5 47 2 2 4 ttt PROJECT 4650 10 FILE 4650E10_TF S 08 dgn PROJECT ENGINEER PROJECT MANAGER Reclamation District TRAINING FLEET FACILITY IF NOT ONE NCH ON 04 2014 5 12 54 Plot Date User
26. PROVIDE 175 OF HEAT TRACE CABLE PER SECTION 15772 CORE DRILL THROUGH WALL AND RUN CABLE TO OUTSIDE ROUTE CABLE THROUGH GUTTER AND DOWN SPOUTS AS DIRECTED BY ENGINEER ISOLATED GROUND CONDUCTOR TELCO PANEL 2 0 SDBC PROTECT WITH PVC SCHEDULE 80 AT WALL PARTIAL UPPER PLAN SCALE 3 16 1 0 FILE 4650E10TFE102 ColorTable gshade ctb DesignScript Carollo_Std_Pen_v0905 pen Model Layout LAST SAVED BY adiaz ORIGINAL SEALED BY DESIGNED DRAWN CHECKED JOHN G BRIONES 02 28 14 1 28 14 ADDENDUM NO 2 JGB UT 376570 02 21 14 PROJECT ENGINEER PROJECT MANAGER ADDENDUM NO 1 DATE DATE PROJECT NO 4650E10 DESCRIPTION JANUARY 2014 FILE NAME 4650E10TFE006 dgn ORIGINAL SEALED BY CRAIG T ASHCROFT 1 28 14 UT 187341 SPP Reclamation District EAST CANYON WATER RECLAMATION FACILITY VERIFY 8 TRAINING FLEET FACILITY AND SEISMIC UPGRADES ORIGINAL DRAWING BAR IS ONE INCH ON DRAWING NO ELECTRICAL TRAINING FLEET FACILITY TF E 06 5 PARTIAL UPPER PLAN POWER amp CONTROL Plot Date 04 2014 5 21 24 User ADiaz Model Layout ColorTable gshade ctb DesignScript 5 0905 PlotScale 2 1 LAST SAVED BY adiaz GENERAL NOTES 1 NUMBERS PREFIXED BY LP A UNLESS OTHERWISE NOTED
27. Snyderville Basin Water TRAINING FLEET FACILITY AND SEISMIC UPGRADES BAR IS ONE INCH ON ORIGINAL DRAWING DRAWING NO Reclamation District STRUCTURAL NOTES GS 01 NOT ONE INCH ON SHEET NO THIS SHEET ADJUST SCALES ACCORDINGLY 27 106 STRUCTURAL 0 1 10 28 26 04 MAR 2014 Plot Date User TDonnell ColorTable gshade ctb DesignScript Carollo 5 0905 2 1 Model Layout1 LAST SAVED BY tdonnell GENERAL NOTES 1 ALUMINUM GRATING SHALL BE SIZED FOR AASHTO H20 WHEEL LOADING 2 MASONRY CONTROL JOINTS ARE FULL HEIGHT OF CMU WALL AN 3 ALL MASONRY SHALL BE SOLID GROUTED COL amp WALL COL amp WALL Q 185 4 17 4 12 0 54 12 0 OPNG OPNG 12 CMU WALL TRENCH DRAIN CENTERED ON DOOR TYP 12 CMU WALL 12 CMU WALL 12 CMU 8 CMU WALL
28. additional components to the fire sprinkler system as necessary to meet the fire codes electrical codes and elevator safety codes Power discconect to the elevator must occur before the fire sprinklers discharge into the elevator shaft Fire Sprinkler contractor to coordinate with Elevator Contractor Electrical Contractor and Fire Alarm contractor See Sections 14240 15300 and 16710 for more information J Drawing 01 E 01 sheet 62 of 106 1 Replace the drawing with the attached drawing 01 E 01 K Drawing 04 E 01 sheet 70 of 106 1 Replace the drawing with the attached drawing 04 E 01 L Drawing 05 E 05 sheet 75 of 106 1 Replace the drawing with the attached drawing 05 E 05 M Drawing 05 E 06 sheet 76 of 106 1 Replace the drawing with the attached drawing 05 E 06 N Drawing 05 E 07 sheet 77 of 106 1 Replace the drawing with the attached drawing 05 E 07 O Drawing TF E 03 sheet 80 of 106 1 Replace the drawing with the attached drawing TF E 03 P Drawing TF E 07 sheet 84 of 106 1 Replace the drawing with the attached drawing TF E 07 Q Drawing TF E 08 sheet 85 of 106 1 Replace the drawing with the attached drawing TF E 08 R Drawing EG E 01 sheet 87 of 106 1 Replace the drawing with the attached drawing EG E 01 S Drawing TA 03 sheet 91 of 106 1 Add the attached Typical Detail A406 to this sheet T Drawing TS 03 sheet 104 of 106 1 Replace the drawing with the attac
29. drawing TF E 06 14 Addendum No 1 Drawing TF E 09 sheet 86 of 106 a Replace the drawing with the attached drawing TF E 09 15 Addendum No 1 Drawing TE 02 sheet 95 of 106 a Replace the drawing with the attached drawing TE 02 ll BIDDING DOCUMENTS A NOT USED CONTRACT DOCUMENTS CONTRACT TECHNICAL SPECIFICATIONS A Specification Section 04220 Concrete Unit Masonry 1 Paragraph 3 02 F Grouting and Reinforcement a Line Item 1 should read as follows 1 Bar lap splices shall be in accordance with the Lap Splice Length table found in Typical Detail S400 Masonry notes B Specification Section 15300 Fire Sprinkler System 1 Paragraph 1 05 Scope of Work Line 1 a Change Line Item 1 to read as follows 1 Perform Work as specified in this Section Section 16710 Section 14240 and as indicated on the Drawings to provide a complete and operational fire protection system Provide necessary system components for the automatic sprinkler system in the elevator shaft so that elevator power disconnect triggers before sprinkler system discharges Coordinate with fire alarm contractor and electrical contractor System to meet applicable codes and PCFD approval Specification Section 16050 Common Work Results for Electrical 1 Paragraph 1 08 C Plant area Electrical Work requirements Replace paragraph 1 with the following 1 Provide all Electrical Work in accordance with the following table unless ot
30. of 106 a Replace the drawing with the attached drawing TF S 03 3 Addendum No 1 Drawing 03 E 02 sheet 64 of 106 a Replace the drawing with the attached drawing 03 E 02 4 Addendum No 1 Drawing 03 E 04 sheet 66 of 106 Replace the drawing with the attached drawing 03 04 5 Addendum No 1 Drawing 05 E 01 sheet 71 of 106 a Replace the drawing with the attached drawing 05 E 01 6 Addendum No 1 Drawing 05 E 02 sheet 72 of 106 Replace the drawing with the attached drawing 05 02 7 Addendum No 1 Drawing 05 E 03 sheet 73 of 106 Replace the drawing with the attached drawing 05 03 8 Addendum 1 Drawing 05 E 04 sheet 74 of 106 Replace the drawing with the attached drawing 05 04 9 Addendum No 1 Drawing 01 sheet 78 of 106 Replace the drawing with the attached drawing TF E 01 10 Addendum No 1 Drawing TF E 02 sheet 79 of 106 Replace the drawing with the attached drawing TF E 02 pw Carollo Documents Client UT SBWRD 4650E 1 0 Deliverables Addendum 2 Addendum 2 ADDENDUM NO 2 March 5 2014 4650E10 Page 3 of 8 11 Addendum 1 Drawing TF E 04 sheet 81 of 106 a Replace the drawing with the attached drawing TF E 04 12 Addendum No 1 Drawing TF E 05 sheet 82 of 106 a Replace the drawing with the attached drawing TF E 05 13 Addendum No 1 Drawing TF E 06 sheet 83 of 106 a Replace the drawing with the attached
31. since the LED blinks on poll whenever the peripheral is powered and communicating L Elevator Control Switch 1 Provide interface to elevator control switch and elevator smoke detector a Dry output contact to Fire Safety Interface relay coil b Input for loss of control power alarm M Wiring 1 As specified in Section 16123 2 Wire and cable shall be a type listed for its intended use by an approval agency acceptable to the PCFD and AHJ 3 SLC channel wiring shall be unshielded twisted pair a Capacitance rating of less than 60pf ft b Minimum 3 twists turns per foot 2 07 ACCESSORIES NOT USED 2 08 MIXES NOT USED 2 09 FABRICATION NOT USED 2 10 FINISHES NOT USED 211 SOURCE QUALITY CONTROL NOT USED PART 3 EXECUTION 3 01 EXAMINATION NOT USED 3 02 PREPARATION NOT USED 3 03 INSTALLATION specified in Section 16050 and below Install system components all associated devices in accordance with applicable NFPA Standards and manufacturer s recommendations March 2014 16710 11 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16710 3 04 3 05 3 06 3 07 2014 Smoke detectors shall not be installed until after construction cleanup all trades is complete and final in accordance with NFPA 72 Locate FACP as indicated on the Drawings Water flow and valve supervisory switches Connect each sprinkler valve required
32. the following 1 Provide software that meets specified Contract requirements and the necessary programming of the software All software shall be the latest version at the time of installation 2 Verification that proposed equipment and devices furnished are adequate for the intended purpose 3 With input from Owner personnel and plant operations personnel program the intrusion detection system to the needs of the Owner It is the responsibility of the Contractor to work with the Owner to determine exactly what those initial programming requirements are and to provide programming worksheets indicating all areas of programming 4 Upon final acceptance of completed system Owner systems administrator shall be responsible for further programming and system administration functions System utilities shall be provided for the system administrator to use Software for backups and log file maintenance shall also be provided 1 05 SUBMITTALS A 2014 Furnish submittals as specified Sections 01330 and 16050 Product data Model numbers of all components furnished on the job Manufacturer s catalog data sheets for all components Input power requirements for all components Warranty information Shop drawings 1 Complete engineered drawings indicating a Layout wiring diagrams and dimensions wiring diagrams for all devices c Termination details for all devi
33. wiring supervision 1 Module shall provide detector reset capability 2 Fuse to provide over current power protection for the 4 wire detector 2 amp 3 Module will communicate status normal alarm trouble to the FACP 2 2 Control circuit interface module a Module for signals and other device control with Style 4 and Style 6 wiring supervision b For non supervised control c Provide double pole double throw relay switching for 1 A at 28 VDC resistive power limited and at 1 2 A at 120 VAC resistive non power limited system shall be capable of energizing 100 percent of the relays connected to the signaling line circuit March 2014 16710 10 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16710 3 3 Line powered monitor circuit interface module a Power and its communications supplied by the 2 wire multiplexing signaling line circuit b Provides location specific addressability to an initiating device by monitoring normally open dry contacts c Module is required for monitoring waterflow and tamper switches 4 The circuit interface module to be supervised and uniquely identified by the control unit a Identification to be transmitted to the control unit for processing according to the program instructions b On board LED to provide an indication that the module is powered and communicating with the FACP c LEDs provide a troubleshooting aid
34. 07 gt gt _ SPARE CONDUIT EAST CANYON WATER RECLAMATION FACILITY LAST SAVED BY adiaz 02 28 14 ADDENDUM NO 2 02 21 14 ADDENDUM NO 1 DATE DESCRIPTION DESIGNED DRAWN CHECKED JGB DATE JANUARY 2014 PROJECT ENGINEER ORIGINAL SEALED BY JOHN G BRIONES 1 28 14 UT 376570 PROJECT MANAGER ORIGINAL SEALED BY CRAIG T ASHCROFT 1 28 14 UT 187341 SPP Reclamation District TRAINING FLEET FACILITY AND SEISMIC UPGRADES JOB NO VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING DRAWING ELECTRICAL CONDUIT SCHEDULE 0 1 05 04 5 THIS SHEET ADJUST SCALES ACCORDINGLY 74 106 41 22 1 27 1 1 e S oo i i 4 2 2 11 PROJECT 4650 10 FILE 4650E1005E004 dgn 04 MAR 2014 4 55 27 Plot Date User ADiaz ColorTable gshade ctb DesignScript Carollo_Std_Pen_v0905 pen PlotScale 2 1 Model Layout1 F CONTROL TRANSFORMER PRIMARY FUSES H4 10 CONTROL TRANSFORMER D 480V PRI 120V SEC CONTROL TRANSFORMER SECONDARY FUSE GND REMOTE DISCONNECT WHERE INDICATED LOW HIGH KEY NOTES 1 1 1 1 L ALARM WEST EAST 4 L mce ON Q RUNNING 1 CONTROL TRANSFORMER SECONDAR
35. 4 x 1 4 x 1 BOLTS EMBED 12 HSS 10 x 10 x 3 8 3 TIES TYP 3 SETS 5 8 AT MASONRY PIER TO MATCH MASONRY VERT BARS COL TYP 5 TYP 7 8 85 202 EXTEND A LAP LENGTH TYP TYP 3 TIES TYP ABOVE EL 6289 33 3 SETS BASE PLATE SECTION HSS 10x10x9 8 SCALE 3 4 1 0 SCALE 3 4 1 0 NON SHRINK LEVELING FILE 4650E10_TF S 401 FILE 4650E10_TF S 401 GROUT UNDERNEATH NON SHRINK LEVELING OR AACA GROUT UNDERNEATH 5 4 BASE PLATE TOC 6272 00 TOC 6272 00 NON SHRINK 3 16 EF NON SHRINK GROUT TO TOP OF DOORS GROUT 1 5 5 EF oll Pol CZ 4 12 EW 5 10 RIGID FOAM Ye INSULATION EXTEND 2 0 MIN BELOW GRADE ATTACH TO CONCRETE WITH CONSTRUCTION ADHESIVE ACCEPTABLE TO ENGINEER 13 6 EW EQUALLY SPACED SECTION SCALE 3 4 1 0 SCALE 3 4 1 0 FILE 4650 10_ 5 402 FILE 4650E10_TF S 402 4 12 EW 11 5 EW 1 1 10 1 10 1 1 11 EQUALLY SPACED SQUARE SQUARE 9 0 7 6 SQUARE SQUARE SECTION SECTION SCALE 3 4 1 0 SCALE 3 4 1 0 FILE 4650 10 5 401 FILE 4650 10 5 402 R 10 RIGID
36. 5 lt gt 725 127 SCALE 3 16 1 0 FILE 4650E10TFE101 DESIGNED IRV ORIGINAL ORIGINAL SEALED BY DRAWN AD JOHN G BRIONES 1 28 14 SEALED BY i CRAIG T ASHCROFT 22 Ce 1 28 14 UT 376570 UT 187341 1 02 28 14 IV ADDENDUM NO 2 DATE REV DATE BY DESCRIPTION JANUARY 2014 PROJECT ENGINEER PROJECT MANAGER GENERAL NOTES 1 CIRCUIT NUMBERS PREFIXED BY LP A UNLESS OTHERWISE NOTED KEY NOTES lt gt EF 08 SWITCH BY OCCUPANCY SENSOR SAME CIRCUIT LIGHTING D TYPICAL 700 14 bay 16 16 Q s 85874 D bg EL200 4650 10 EAST CANYON WATER RECLAMATION FACILITY VERIFY SCALES BAR IS ONE INCH ON Snyderville Basin Water TRAINING FLEET FACILITY AND SEISMIC UPGRADES ORIGINAL DRAWING DRAWING ELECTRICAL 0 me 1 TF E 08 Reclamation District TRAINING FLEET FACILITY I NOT ONE NH ON PSS 85 106 THIS SHEET ADJUST UPPER PLAN LIGHTING SCALES ACCORDINGLY eee een a eae PROJECT 4650 10 FILE 4650E10TFE008 dgn 04 MAR 2014 5 22 31 PM Plot Date User ADiaz ColorTable gshade ctb DesignScript Carollo_Std_Pen_v0905 pen PlotScale 2
37. 650E10_TF S 02 dgn EAST CANYON WATER RECLAMATION FACILITY VERIFY SCALES BAR IS ONE INCH SEALED BY Snyderville Basin Water TRAINING FLEET FACILITY AND SEISMIC UPGRADES 514544 DRAWING NO CRAIG STRUCTURAL 0 1 5 02 ORIGINAL SEALED BY DAVID N HOOLEY 1 28 14 UT 158094 PROJECT ENGINEER PROJECT MANAGER 10 28 40 04 MAR 2014 Plot Date User TDonnell ColorTable gshade ctb DesignScript Carollo 5 0905 2 1 Model Layout1 LAST SAVED BY tdonnell 451 4 PLCS COL 8 WALL COL amp WALL 185 4 25 0 9 11 9 11 8 6 8 8 9 10 9 10 COL HSS 10x10x3 8 COL HSS 10x10x3 8 5 09 12 PLCS 25 0 8 6 1 4 9 10 9 10 8 8 COL HSS COL HSS 27 COL HSS 10 10 3 8 77 10 10 3 8 X COL HSS 10x10x3 8 10x10x3 8 ALA 5451 4 PLCS 8400 8410 8412 TYPAATYPAATYP ASS W24x55 W16 31 W16 31 W16 31 W16 31 COL HSS 76 W24 W16 x 26 COL HSS x 68 W24 10x10x3 8 N 10x10x3
38. 8 8 16 31 a Wi6 x 26 gt 3 05 2014 DNH ADDENDUM 2 2 21 2014 DNH ADDENDUM 1 PROJECT NO 4650E10 DESCRIPTION FILE NAME 4650E10_TF S 03 dgn W16 31 W16 31 DESIGNED DRAWN CHECKED DATE W16 x 26 W16 x 26 W16 26 W16 26 COL HSS 10x10x3 8 ORIGINAL SEALED BY DAVID N HOOLEY 1 28 14 UT 158094 PROJECT ENGINEER JANUARY 2014 2 5 66 1 7 8 1 W24 x 68 PROJECT MANAGER COL HSS Q 10x10x3 8 W16 2 W16 x 26 W16 x 26 W16 x 26 COL HSS 10x10x3 8 ORIGINAL SEALED BY CRAIG T ASHCROFT 1 28 14 UT 187341 W16 x 31 W16 x 31 W16 x 31 W16 x 31 W16 x 31 0 0 W16 31 W16 31 W16 31 W16 31 COL HSS 10x10x3 8 TYP 5 12 W16 x 26 W16 x 26 FRAMING PLAN SCALE 1 8 1 0 FILE 4650E10_TF S 105 12 20 7 10 10 3 8 wi6x 31 y W16 x 26 W21 x 44 W21 x 44 W21 x 44 TOS 6288 67 Snyderville Basin Water Reclamation District PPP SBA BBP W16 31 W16 31 W16 31 W16 31 COL HSS W16 31 W16 31 W16 31 W16 31 COL HSS 10x10x3 8 ALL W8x10 W16 x 26 COL HSS W16 x 26 W16 x 26 W16 x 26 10x10x3 8 Wwi6 sy W24 x 68 TYP DO DO 5 5
39. A CD Access Method and Physical Layer Specifications C National Electrical Manufacturers Association NEMA 1 250 Enclosures for Electrical Equipment 1000 V Maximum D Underwriters Laboratories Inc UL 1 03 DEFINITIONS specified in Sections 16752 and 16750 1 04 SYSTEM DESCRIPTION A System intent electronic security component 1 the intent of this Project to provide a fully integrated security system This system shall also be capable of full integration with the existing security system installed by the Owner There shall be capability to operate or March 2014 16752 1 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16752 administrate this system from any workstation on the network with appropriate permissions The electronic security component generally consists of the following elements a Intrusion detection systems IDS 1 Interior intrusion detection door contacts b Access Control ACS 1 Access control keypad The ACS is intended to take all the IDS alarms and respond to those alarms as required 2 The ACS system must have the capability of being monitored off site WAN communications will be provided by the Owner All security information intrusion must be capable of moving over a TCP IP network to the monitoring points The work to be provided in addition to designing furnishing and installing the IDS and ACS shall include
40. AD VA BKR CIR BKR LOAD VA DESCRIPTION ENTRY HALL amp CORRIDOR LIGHTS 840 20A 1P 20A 1P 720 KITCHEN amp COPY ROOM LIGHTS ACU 01 OUTDOOR HVAC 218 amp UPPER TOILET LIGHTS 660 20 1 20 1 1520 STORAGE 220 LIGHTS 2454 2454 40 2 40 2 2454 2454 02 OUTDOOR HVAC 210 amp 212 LIGHTS 640 20 1 20 1 880 HVAC 201 OFFICES 202 205 LIGHTS LOWER TOILETS amp LAB LIGHTS 860 20 1 20 1 350 VEHICLE STORAGE 101LIGHTS ACU 05 OUTDOOR 2454 2454 40 2 30A 2P 1882 1882 ACU 03 OUTDOOR VEHICLE STORAGE 107 LIGHTS 350 20 1 20 1 SPARE ACU 06 OUTDOOR SPARE 20 1 20 1 960 TRAINING ROOM LIGHTS 1882 1882 30A 2P 25A 2P 1830 1830 ACU 04 OUTDOOR SPARE 20 1 20 1 240 TRAINING ROOM LIGHTS DOWNLIGHTS ACU 01 INDOOR 1705 20 1 20 1 1364 04 INDOOR EXTERIOR GUTTER HEATER NORTH WEST 1250 1250 20A 2P 20A 2P 1250 EXTERIOR GUTTER HEATER NORTH EAST 1250 02 INDOOR 1705 20 1 20 1 1705 05 INDOOR 03 INDOOR 1705 20 1 20 1 1705 06 INDOOR EXTERIOR GUTTER HEATER SOUTH WEST 450 450 20A 2P 20A 2P 450 EXTER
41. ADDENDUM 2 5 2014 4650 10 Page 1 of 8 Ba serie Basin Water A Reclamation District ADDENDUM NO 2 TO Contract Documents and Plan Drawings FOR Snyderville Basin Water Reclamation District ECWPRF Training Fleet Facility and Seismic Upgrades Project March 5 2014 5 JOHN GARCIA BRIONES 2 Carollo Engineers 1265 East Fort Union Boulevard Suite 200 Salt Lake City Utah 84047 Phone 801 233 2500 Fax 801 233 2501 pw Carollo Documents Client UT SBWRD 4650E 1 0 Deliverables Addendum No 2 Addendum No 2 docx ADDENDUM NO 2 March 5 2014 4650E10 Page 2 of 8 This Addendum No 2 including attachments modifies the Bidding Documents for the ECWRF Training Fleet Facility and Seismic Upgrades Project and shall become part of the Contract Documents for this Project Bidders shall acknowledge receipt of Addenda by number in the space provided for that purpose on Document 00410 Bid Form l CHANGES TO PRIOR ADDENDUM A BIDDING DOCUMENTS 1 Addendum No 1 Invitation to Bid Section 00100 Arctile 1 1 01 a Change the last sentence of paragraph 1 01 to read as follows Bids shall be date and time stamped before 3 00 p m on April 8 2014 local time at which time they will be opened and read aloud B CONTRACT DOCUMENTS DRAWINGS 1 Addendum No 1 Drawing TF S 02 sheet 29 of 106 Replace the drawing with the attached drawing TF S 02 2 Addendum No 1 Drawing TF S 03 sheet 30
42. AINTENANCE SHOP TO NEW BUILDING REFER TO DRAWING D 01 AND EXISTING MAINTENANCE SHOP DRAWINGS STUB UP ON INTERNAL WALL OF VEHICLE STORAGE ROOM 101 AS SHOWN SALVAGE CABLE EXTEND CONDUIT IN DUCT BANK ASSOCIATED WITH EXISTING MAINTENANCE SHOP TO NEW BUILDING REFER TO DRAWING D 01 AND EXISTING MAINTENANCE SHOP DRAWINGS STUB UP ON INTERNAL WALL OF VEHICLE STORAGE ROOM 101 IN CORNER OF BUILDING AS SHOWN SALVAGE CABLE USE SPARE DUCTS IN EXISTING DUCT BANK A 0 EXISTING SOLIDS HOLDING TANK NO 2 DUCT BANK SECTION JOB NO VERIFY SCALES TRAINING FLEET FACILITY AND SEISMIC UPGRADES BAR IS ONE INCH ON DRAWING NO Reclamation District ELECTRICAL PARTIAL SITE PLAN o a S Eee ORIGINAL DRAWING 0 m 01 01 SHEET NO IF NOT ONE INCH ON THIS SHEET ADJUST SCALES ACCORDINGLY 62 OF 106 EXISTING 1000AT PLUG WITH 600AT PLUG DIAL DOWN LONG TIME SETTING TO 0 5 SO AS TO TRIP AT 300 AMPS PORTABLE GENERATOR CONNECTION 04 MAR 2014 5 13 34 Plot Date User ADiaz ColorTable gshade ctb DesignScript Carollo_Std_Pen_v0905 pen PlotScale 2 1 Model Layout1 LAST SAVED BY adiaz POWER UTILITY SERVICE TRANSFORMER 12 47KV 480V SWG 1 2000AF 2000AT 480V 30 2000A BUS NORMAL 65 SOLIDS PROCESS BUILDING DESIGNED IRV DRAWN AD CHECKED 02
43. BE LESS THAN 2 INCHES OR MORE THAN 3 5 INCHES TO THE EXTERIOR FACE OF THE BAR LAP SPLICE LENGTH INCHES 8 CMU 12 CMU BAR CENTERED BAR FACE IN WALL OF WALL BAR SIZE SHEET 1 OF 2 06 25 13 SEE DRAWINGS FOR TYP VERT REINF BARS SIZE AND SPACING BOND BEAM SEE DRAWINGS FOR TYP HORIZ BAR SIZE AND SPACING 2 5 BELOW 8 H R TYPICAL WALL REINF BARS UNLESS OTHERWISE INDICATED ON THE DRAWINGS SEE DRAWINGS FOR BAR SIZE AND SPACING SHEET 2 OF 2 06 25 13 3 4 CLR 1 FILL HEAD JOINTS AND GROUT SOLID WALL ABOVE OPENING 3 4 CLR 1 L R DOWELS IN FOUNDATION ALL VERTICAL BARS FOR VERT REINF AT JAMB OF OPENINGS TYP L MIN TYP FOUNDATION lt lt 4 MASONRY BLOCK WALL 180 STD ACI HOOK HOOK SHOWN ROTATED 90 OUT OF POSITION FOR CLARITY PLACE HOOK IN PLANE OF WALL 8 LINTEL AT OPENING WITH SINGLE WALL REINF MAT LINTEL AT OPENING WITH DOUBLE WALL REINF MAT WALL ELEVATION LINTEL REINFORCEMENT SCHEDULE STANDARD ACI 90 HOOKS TYP HOOKS 2 01 02 14 JAMB OF CLEAR OPENING X va LAP SPLICE LENGTH AS SPECIFIED OR INDICATED ON THE DRAWINGS
44. CCUPANCY SENSOR LL 2 2 2 1 gt EAST CANYON WATER RECLAMATION FACILITY TRAINING FLEET FACILITY AND SEISMIC UPGRADES VERIFY SCALES BAR IS ONE INCH ON ORIGINAL DRAWING ELECTRICAL TRAINING FLEET FACILITY LOWER PLAN LIGHTING THIS SHEET ADJUST SCALES ACCORDINGLY a A ea DD eR FILE NAME 4650E10TFE003 dgn JOB NO 4650E10 DRAWING NO TF E 03 SHEET NO 80 OF 106 04 MAR 2014 5 19 41 PM Plot Date User ADiaz Model Layout ColorTable gshade ctb DesignScript 5 0905 PlotScale 2 1 LAST SAVED BY adiaz GENERAL NOTES 1 ALL CIRCUITS PREFIXED LP A UNLESS OTHERWISE NOTED EL308 9 5 2 2 a 5 lt LOWER PLAN SCALE 3 16 1 0 FILE 4650E10TFE101 JOB NO EAST CANYON WATER RECLAMATION FACILITY VERIFY SCALES ORIGINAL BAR IS ONE INCH ON SEALED BY E Snyderville Basin Water TRAINING FLEET FACILITY AND SEISMIC UPGRADES CRAIG T ASHCROFT DESIGNED DRAWN 02 28 14 ADDENDUM NO 2 JGB ORIGINAL SEALED BY JOHN G BRIONES 1 28 14 ELECTRICAL
45. CONDUCTORS GROUND CONDUIT CONDUCTORS GROUND NUMBER CONNECTING DESCRIPTION SEGMENTS NUMBER DWG CONNECTING DESCRIPTION SEGMENTS 01 CARBON MONOXIDE SENSOR WEST 03 CONDUIT T gt gt CONTROL CO SENSOR 34 02 PULL BOX ACU 04 OUTDOOR UNIT gt gt CONTROL ACU 04 CARBON MONOXIDE SENSOR EAST CONDUIT T gt gt _CONTROL CO SENSOR ACU 01 INDOOR VIA DISCONNECT CONDUIT T POWER ACU 01 INDOOR ACU 02 01 05 CONDUIT T HVAC CONTROL PANEL gt gt CONTROL CO SENSOR gt gt CONTROL CO SENSOR TF E 06 ACU 02 INDOOR VIA DISCONNECT JUNCTION BOX POWER ACU 02 INDOOR ELEVATOR DISCONNECT FACP gt gt CONTROL ELEVATOR DISCONNECT gt gt CONTROL LOSS OF POWER ACU 03 INDOOR VIA DISCONNECT JUNCTION BOX POWER ACU 03 INDOOR TF E 06 ACU 04 INDOOR VIA DISCONNECT JUNCTION BOX POWER ACU 04 INDOOR MCC TF HVAC CONTROL PANEL gt gt _CONTROL EF 01 2 amp SF 02 03 EXTERIOR PUSH BUTTON EXTERIOR AUTOMATIC DOOR 07 HEADER MFR gt gt CONTROL EXTERIOR AUTO DOOR JUNCTION BOX CONDUIT T POWER ACU 02 INDOOR POWER ACU 03 INDOOR POWER ACU 04 INDOOR INTERIOR PUSH BUTTON INTERIOR AUTOMATIC DOOR 08 HEADER gt gt _CONTROL INTERIOR AUTO DOOR EXTERIOR AUTOMATIC DOOR 07 HEADER INTERIOR AUTOMATIC DOOR 08 HEADER MFR gt gt CONTROL AUTOMATIC DOORS TF E 05 CONDUIT T CONDUIT T POWER ACU
46. Documents Client UT SBWRD 4650E 1 0 Deliverables Addendum No 2 Addendum No 2 ADDENDUM NO 2 March 5 2014 4650E10 Page 5 of 8 IV CONTRACT DOCUMENTS DRAWINGS A Drawing D 01 sheet 5 of 106 General Notes 1 Add General Note 2 to read as follows 2 Existing PW and UW pipes to be field verified for depth during construction Record Drawings indicate an installation depth below frost line Contractor to assume 5 of bury depth for existing water lines for estimating purposes B Drawing C 04 sheet 10 of 106 General Notes 1 Add General Note 8 to read as follows 8 Existing PW and UW pipes to be field verified for depth during construction Record Drawings indicate an installation depth below frost line Contractor to assume 5 of bury depth for existing water lines for estimating purposes C Drawing GS 01 sheet 27 of 106 1 Replace the drawing with the attached drawing GS 01 D Drawing TF A 01 sheet 20 of 106 1 Detail A Lower Plan Keynote 16 is pointing to the wall near the South stairwell and also to the walls in the lower right corner This keynote should be Keynote 3 See North side of Lower Plan for similar keynote callouts 2 Detail A Lower Plan Remove the elevator rear door opening in the masonry block wall door opening into Vehicle Storage Room 101 See the changes to TF S 02 for more information 3 Keynote should read as follows 3 Wall insulation system 2 1 rigid foam in
47. E STORAGE LAB EXTN 1200 20A 1P 24 20A 1P 1440 LABORATORY COUNTERTOP RECEPTACLES ELEVATOR CAB LIGHT amp FAN 360 20 1 26 20 1 500 LABORATORY HOOD CONTROL PANEL SPARE 20 1 28 20 1 180 LAB FUME HOOD RECEPTACLE SPARE 20A 1P 30 20A 1P SPARE ENTRY AREA RECEPTACLES 20A 1P 32 20A 1P 720 VEHICLE STORAGE WEST MNTNCE RECEPTACLE VEHICLE STORAGE EAST MNTNCE RECEPTACLE 20 1 34 20 1 360 VEHICLE STORAGE LAB EXTN COUNTERTOP ELEVATOR WELL MNTNCE RECEPTACLE amp LIGHT 20 1 36 20 1 180 VEHICLE STORAGE LAB EXTN BELOW SINK SPARE 20 1 38 20 1 SPARE SPARE 20 1 40 20 1 SPARE SPARE 09 gt 09 gt 20 1 42 20 1 SPARE 1 02 28 14 IV ADDENDUM 2 REV PROJECT NO DATE BY DESCRIPTION 4650E10 FILE NAME 4650E1004E001 dgn DESIGNED DRAWN CHECKED JGB DATE JANUARY 2014 ORIGINAL SEALED BY JOHN G BRIONES 1 28 14 UT 376570 PROJECT ENGINEER PROJECT MANAGER ORIGINAL SEALED BY CRAIG T ASHCROFT 1 28 14 UT 187341 Reclamation District SPP EAST CANYON WATER RECLAMATION FACILITY KEY NOTES D LOCKABLE CIRCUIT BREAKER TRAINING FLEET FACILITY AND SEISMIC UPGRADES A JOB NO VERIFY SCALES BAR IS ONE INCH ON DRAWING NO 04 E 01 ELECTRICAL
48. ECTION NOT USED 3 12 SCHEDULE NOT USED END OF SECTION March 2014 16710 13 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16710 SECTION 16752 ELECTRONIC ACCESS CONTROL AND INTRUSION DETECTION PART 1 GENERAL 1 01 SUMMARY A Section includes 1 Integrated security management systems hardware software and programming B Related sections 1 Contract Documents are complementary what is called for by one is binding as if called for by all 2 Contractor s responsibility for scheduling and coordinating the Work of subcontractors suppliers and other individuals or entities performing or furnishing any of Contractor s Work 3 following Sections related to the Work described in this Section This list of Related Sections is provided for convenience only and is not intended to excuse or otherwise diminish the duty of the Contractor to see that the completed Work complies accurately with the Contract Documents a Section 01330 Submittal Procedures b Section 16752 Common Work Results for Electrical c Section 16750 Common Work Results for Electronic Safety and Security 1 02 REFERENCES A specified in Sections 16050 and 16750 B Institute of Electrical and Electronics Engineers IEEE 1 802 3 Standard for Information technology Specific requirements Part 3 Carrier Sense Multiple Access with Collision Detection CSM
49. EMATICS 3 SCALES ACCORDINGLY 77 106 04 2014 5 17 58 Plot Date 210 50 EG301 TYP 080 ALL CIRCUIT NUMBERS PREFIXED UNLESS OTHERWISE NOTED CONT KEY NOTES KEY NOTES ACU 06 THERMOSTAT ROUTE 3 4 C MANUFACTURER S CONTROL CABLE TO ACU 06 ROLL UP DOOR POWER FOR PRECISE LOCATION COORDINATE WITH DOOR VENDOR FURNISHED BY AIR CONDITIONING VENDOR AUTOMATIC DOOR POWER CONNECT TO AUTOMAT DOOR HEADER COORDINATE WITH DOOR VENDOR FURNISHED BY FAN MANUFACTURER ELEVATOR PIT MAINTENANCE RECEPTACLE LIGHT FIXTURE AND SWITCH FOR PRECISE LOCATION COORDINATE WITH ELEVATOR VENDOR NOT USED HEAT TRACE CONTROLLER PROVIDE 100 FEET OF OOO 4 0 SDBC HEAT TRACE PER SECTION 15772 CORE DRILL THROUGH WALL AND RUN CABLE TO OUTSIDE ROUTE THROUGH GUTTERS AND DOWNSPOUTS AS DIRECTED BY ENGINEER ELEVATOR POWER PANEL BOND 4 0 BARE COPPER TO FOUNDATION lt CONTINUED ON DRAWING TF E 05 IT PANEL GROUND ENTRY DOOR CONTROL BUTTON GROUNDING ELECTRODE CONDUCTOR TRANSFORMER LP A CONNECT TO STEEL SUPPORT FRAME OF ELEVATOR SUPPLEMENTAL EQUIPMENT GROUND MCC TF CARBON MONOXIDE SENSOR 2 0 SDBC PROTECT WITH PVC SCHEDULE 80 CONDUIT PENETRATION FROM ABOVE SEE DRAW User ADiaz CONDUIT AT WALL TF E 05 GROUNDING ELECTRODE CONDUCTOR
50. F17W T8 FLUORESCENT LITHONIA LIGHTING VT SERIES 1 X 4 FLUORESCENT LIGHT WITH WRAP AROUND ACRLIC PRISMATIC DIFFUSER INSTANT START ELECTRONIC BALLAST LESS THAN 10 THD CEILING MOUNT 2 F32W T8 FLUORESCENT LITHONIA LIGHTING CB SERIES 6 OPEN DOWNLIGHT MATT WHITE REFLECTOR ENERGY STAR LISTED 1000L LUMEN OUTPUT 35K COLOR TEMP HIGH EFFICIENCY DIMMABLE DRIVER 120V WITH MOUNTING PAN FOR NEW CONSTRUCTION T BAR CEILING MATT WHITE PLASTIC FLANGE RING RECESSED T BAR FRAME LITHONIA LIGHTING REALITY SERIES SINGLE FACE EXIT SIGN UL DAMP LOCATIONS LISTED WITH GREEN EXIT LETTERS SELF CONTAINED SEALED MAINTENANCE FREE NICKEL CADMIUM BATTERIES WITH 90 MINUTES CAPACITY WALL MOUNT LITHONIA LIGHTING QUANTUM LQM SERIES SINGLE FACE EXIT SIGN UL DAMP LOCATIONS LISTED WITH GREEN EXIT LETTERS SELF CONTAINED SEALED MAINTENANCE FREE NICKEL CADMIUM BATTERIES WITH 90 MINUTES CAPACITY DIRECTIONAL ARROW WALL MOUNT LITHONIA LIGHTING QUANTUM LOM SERIES BATTERY POWERED EMERGENCY LIGHT 2 LAMP LED UL DAMP LOCATIONS LISTED SELF CONTAINED MAINTENANCE FREE BATTERIES 90 MINUTE CAPACITY LOW PROFILE WHITE WITH TEST SWITCH WALL MOUNT LITHONIA LIGHTING QUANTUM ELM2 SERIES LED FIXTURE WITH LIGHT ENGINES TOTAL 30 LED s 350ma DRIVE CURRENT 40K COLOR TEMPERATURE TYPE V WIDE LIGHT PATTERN 120V WHITE COLOR WITH MOTION SENSOR 8 15 MOUNTING HEIGHT PENDANT CHAIN HUNG LITHONIA LIGHTING
51. GB DATE JANUARY 2014 JOHN 14 2 2 SEALED BY UT 376570 RIGINAL ORIGINAL SEALED BY CRAIG T ASHCROFT 1 28 14 UT 187341 G BRIONES 1 28 14 PROJECT MANAGER 2 812 0 amp 1 812 G 1 3 SF 02 2 225 100 1 20 125 65KAIC 70 65KAIC FVNR SIZE 1 oy 05 05 8 F IF M XFMR LP A XFMR LP C 75KVA 45 3PHASE 3 PHASE 2 9 480V 480V 208 120 208 120 2 05 3 8 8 F a gt a LP A LP C SF 03 SF 01 EAST CANYON WATER RECLAMATION FACILITY l 1 225 TM 1 125 97 65 XFMR LP D aco 2 208 120V 6 1 2 LP D CONTINUED AT LOWER LEFT KEY NOTES A lt gt DISCONNECT SWITCH PROVIDED WITH EQUIPMEN PRE INSTALLED ON EQUIPMENT lt ELEVATOR CONTROL SWITCH 100 3PHASE 600VOLTS TRIP SIGNAL FROM FIRE ALARM CONTROL PANEL AND ELEVATOR HEAT DETECTOR FIRE CONTRACTOR TO COORDINATE WITH ELEVATOR CONTRACTOR FOR HEAT DETECTORS TRIP CONNECTION INTEGRAL CONTACT FOR POWER FAIL SIGNAL TO SCADA QV POWEBED 8 4 VERIFY SCALES T
52. H or K fuses 30 600 amperes b 200 000 RMS symmetrical amperes when used with or protected by Class R or J fuses 30 600 amperes employing appropriate fuse rejection March 2014 16411 4 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16411 200 000 RMS symmetrical amperes when used with or protected by Class L fuses 800 1 200 amperes 6 Where not indicated on the Drawings provide switches with the NEMA ratings specified in Section 16050 for the installed location Size fusing and number poles as indicated on the Drawings or as required 1 Provide solid neutral where indicated on the Drawings Provide Elevator Control Switch in a single NEMA enclosure with all necessary relay s control transformer and other options as listed below and as shown on drawings The Elevator Control Switch shall be constructed listed and certified to the standards as listed in above The Elevator Control Switch shall have an ampere rating as shown on the Contract Drawings and shall include a horsepower rated fusible switch with shunt trip capabilities The ampere rating of the switch shall be based upon elevator manufacturer requirements and utilize Class J Fuses provided separately It shall include as an accessory a 100 VA control power transformer with primary and secondary fuses The primary voltage rating shall be 480 volts with a 120 volt secondary It shall also contain an isolation relay
53. HALL BE SECURED IN PLACE IN CONFORMANCE WITH THE DRAWINGS AND APPLICABLE REQUIREMENTS OF THE 2012 IBC GROUTING ALL CELLS SHALL BE SOLID GROUTED MINIMUM LAP FOR ALL REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE LAP SPLICE TABLE SHOWN IN TYPICAL DETAIL 5400 VERTICAL REINFORCING FOR WALLS SHALL BE CONTINUOUS FROM FLOOR TO ROOF WITHOUT SPLICE USE OPEN END BLOCK AT VERTICAL REINFORCING BARS REINFORCING IN 12 BLOCK SHALL HAVE 1 MAXIMUM CLEAR COVER FROM THE INSIDE FACE OF CMU OWNER SHALL PROVIDE CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR AS REQUIRED FOR MASONRY CONSTRUCTION IN ACCORDANCE WITH 2012 IBC CHAPTER 17 DEFERRED DESIGN SUBMITTALS AS DEFINED IN SECTION 107 3 4 2 OF THE IBC 2012 DEFERRED DESIGN SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE TIME OF PERMIT APPLICATION AND THAT ARE TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD PER SECTION 107 3 4 2 OF THE IBC 2012 THE DEFERRED DESIGN ITEMS LISTED BELOW SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL FOR REVIEW DURING THE CONSTRUCTION PHASE OF THE PROJECT DIVISION 3 CONCRETE 03300 CONCRETE MIX DESIGN DIVISION 5 METALS 05500 METAL FABRICATION 05216 OPEN WEB STEEL JOIST FRAMING SHOP DRAWINGS MATERIALS SHALL NOT BE FABRICATED UNTIL SHOP DRAWINGS ARE APPROVED THIS INCLUDES BUT NOT LIMITED TO THE FOLLOWING 1 STRUCTURAL STEEL 2 METAL DECKING JOB NO VERIFY SCALES
54. ION JANUARY 2014 PARTIAL LOWER PLAN POWER amp CONTROL SCALES ACCORDINGLY eS FILE NAME 4650E10TFE001 dgn one ee Reclamation District TRAINING FLEET FACILITY ENOT one menon 78 OF 106 04 MAR 2014 5 18 34 Plot Date User ADiaz PlotScale 2 1 LAST SAVED BY adiaz GENERAL NOTES 1 CIRCUIT NUMBERS ARE PREFIXED LP C UNLESS OTHERWISE NOTED KEY NOTES ROLL UP DOOR POWER FOR PRECISE LOCATION COORDINATE WITH DOOR VENDOR CARBON MONOXIDE SENSOR ABOVE COUNTERTOP BELOW COUNTERTOP FOR DISHWASHER CONTINUED ON DRAWING BOND 4 0 BARE COPPER TO FOUNDATION REBAR BELOW COUNTERTOP GARBAGE DISPOSAL CONTINUED ON DRAWING TF E 06 IX FURNISHED BY MANUFACTURER FURNISHED BY AIR CONDITIONING MANUFACTURER 2 0 SDBC PROTECT WITH PVC SCHEDULE 80 AT WALL ISOLATED GROUND CONDUCTOR TELCO PANEL DOOOOOO OOO 5 2 2 2 a lt gt 2 0 SDBC PARTIAL LOWER PLAN SCALE 3 16 1 0 FILE 4650E10TFE101 ColorTable gshade ctb DesignScript Carollo_Std_Pen_v0905 pen Model Layout1 EAST CANYON WATER RECLAMATION FACILITY VERIFY SCALES ORIGINAL BAR IS ONE INCH ON SEALED BY j j TRAINING FLEET FACILITY AND SEISMIC U
55. IOR GUTTER HEATER SOUTH EAST 450 SPARE 20A 1P 20A 1P SPARE SPARE 20A 1P 20A 1P SPARE EXTERIOR GUTTER HEATER ENTRANCE 250 250 20A 2P 20 1 5 SPARE 20A 1P gt gt gt 20 1 SPARE 20A 1P SPARE WEST EMERGENCY amp EXIT LIGHTS 145 20A 1P 20A 1P EAST EMERGENCY amp EXIT LIGHTS PANEL LP B 5993 7773 8493 40 2 150 KITCHEN RANGE 20 1 5 SPARE 20 1 20 1 SPARE SPARE 20 1 20 1 SPARE SPARE oor 0 gt 20 1 20 1 SPARE PANEL LP B 2 26 2014 LOCATION VOLTS PHASE amp WIRE INTERRUPT HVAC 218 208 120 3PH4W 18 KAIC NEMA FEED MTG BUS RATING MAIN 1 PHA WEIGHTED VA BOTTOM PHB WEIGHTED VA SURFACE PH C WEIGHTED VA 225 MLO EQUIP SIZING VA PANEL AMPS 5993 7773 8493 25479 70 7 VCIF DESCRIPTION LOAD VA BKR CIR BKR LOAD VA DESCRIPTION ROOM PLOTTER RECEPTACLE 1600 20A 1P 2 20 1 360 HVAC CONTROL PANEL ICOPY ROOM PHOTOCOPY RECEPTACLE 1600 20 1 4 20 1 SPARE COPY RM amp KITCHEN RECEPTACLES 900 20A
56. LAMATION FACILITY MATCH LINE ON DWG TF E 05 KEY NOTES CONT lt 2 0 PROTECT WITH PVC SCHEDULE 80 WALL lt gt ISOLATED GROUND CONDUCTOR IT PANEL lt gt PROVIDE SUPPLEMENTAL GROUNDING ELECTRODE CONDUCTOR TO BUILDING INTERIOR METAL WATER PIPING PER NEC ARTICLE 650 68 KEY NOTES DEDICATED RECEPTICAL FOR FIRE ALARM PANEL EXTERIOR GUTTER HEATER 9 A F F CONDUIT PENETRATION TO BELOW CONTINUED DRAWING TF E 01 AIR CONDITIONING UNIT THERMOSTAT ROUTE 3 4 C MANUFACTURERS CONTROL CABLE TO ASSOCIATED INDOOR AIR CONDITIONING UNIT HAND DRYER POWER OUTLET 3 A F F FOR PRECISE TRANSFORMER LP A GROUNDING ELECTRODE CONDUCTOR HEAT TRACE CONTROLLER PROVIDE 500 OF HEAT TRACE CABLE PER SECTION 15772 CORE DRILL THROUGH WALL AND RUN CABLE TO OUTSIDE ROUTE CABLE THROUGH GUTTER AND DOWN SPOUTS AS DIRECTED BY ENGINEER HEAT TRACE CONTROLLER PROVIDE 175 OF HEAT TRACE CABLE PER SECTION 15772 CORE DRILL THROUGH WALL AND RUN CABLE TO OUTSIDE ROUTE CABLE THROUGH GUTTER AND DOWN SPOUTS AS DIRECTED BY ENGINEER gt DEDICATED RECEPTACLE FOR IT PANEL SCALE 1 4 1 0 FILE 4650E10TFE102 JOB NO VERIFY SCALES TRAINING FLEET FACILITY AND SEISMIC UPGRADES BAR IS ONE INCH ON ORIGINAL DRAWING DRAWING NO PARTIAL UPPER PLAN POWER amp CONTROL ELECTRICAL TRAINING FLEET FACILITY TF E 05 IF NOT ONE INCH ON SHEET NO
57. LL BOX TRAINING FACILITY BUILDING 350 gt gt _POWER MCC TF 01 E 01 TF E 05 PULL BOX TRAINING FACILITY BUILDING MCC TF gt gt POWER MCC TF MCC TF TRANSFORMER LP A gt gt _POWER TRANSFORMER 1 TF E 05 TRANSFORMER LP A LP A gt gt POWER FEEDER 1LP A ELEVATOR DISCONNECT MCC TF gt gt _POWER ELEVATOR TF E 05 LP A LP B gt gt POWER LP B MCC TF TRANSFORMER LP C gt gt _POWER LP C TF E 05 MCC TF TRANSFORMER LP D gt gt POWER LP D TRANSFORMER LP C LP C gt gt _POWWR LP C 01 05 TRANSFORMER LP D LP D 4 0 gt gt POWER LP D N01 EXISTING OPERATIONS BUILDING TELCO BACKBOARD PB 13A MATCHING TYPE PHONE CABLE N02 EXISTING PB 13A PB 3 MATCHING TYPE PHONE CABLE PB 3 PULL BOX TELEPHONE MATCHING TYPE PHONE CABLE TF E 09 PULL BOX TELEPHONE TELCO PANEL VIA FLOOR PENETRATION MATCHING TYPE PHONE CABLE N11 EXISTING OPERATIONS BUILDING IT PANEL PB 13A gt gt SIGNAL DATA FIBER CABLE N12 EXISTING PB 13A PB 3 gt gt SIGNAL DATA FIBER CABLE PB 3 FIBER PULL BOX gt gt SIGNAL DATA FIBER CABLE TF E 09 FIBERPULL BOX IT PANEL gt gt SIGNAL DATA FIBER CABLE 01 E 01 02 STUB UP VEHICLE STORAGE 107 gt gt _SPARE CONDUIT STUB UP VEHICLE STORAGE 1
58. LP A LP B LP C LP D PANEL SCHEDULES gt S e S EEE a EE ae 5 THIS SHEET ADJUST SCALES ACCORDINGLY 70 OF 106 04 MAR 2014 5 15 13 PM Plot Date User ADiaz ColorTable gshade ctb DesignScript Carollo_Std_Pen_v0905 pen PlotScale 2 1 Model Layout1 LUMINAIRE SCHEDULE 3 4 2014 DESCRIPTION MOUNTING LAMP LUMINAIRE SPECIFICATIONS METHOD QUANTITY TYPE MANUFACTURER CATALOG LOAD WATTS 2 X 4 FLUORESCENT VOLUMETRIC TROFFER LIGHT FIXTURE NEMA 1 ACRYLIC LINEAR PRISMATIC DIFFUSER INSTANT START ELECTRONIC BALLAST LESS THAN 10 THD T BAR CEILING MOUNT RECESSED 2 2 F32W T8 FLUORESCENT LITHONIA LIGHTING VT SERIES 80W 2 X 4 FLUORESCENT VOLUMETRIC TROFFER LIGHT FIXTURE NEMA 1 ACRYLIC LINEAR PRISMATIC DIFFUSER INSTANT START ELECTRONIC BALLAST LESS THAN 10 THD T BAR CEILING MOUNT RECESSED 3 F32W T8 FLUORESCENT LITHONIA LIGHTING VT SERIES 2 X 2 FLUORESCENT VOLUMETRIC TROFFER LIGHT FIXTURE NEMA 1 ACRYLIC LINEAR PRISMATIC DIFFUSER INSTANT START ELECTRONIC BALLAST LESS THAN 10 THD GYPSUM BOARD CEILING MOUNT RECESSED 2 F17W T8 FLUORESCENT LITHONIA LIGHTING VT SERIES 2 X 2 FLUORESCENT VOLUMETRIC TROFFER LIGHT FIXTURE NEMA 1 ACRYLIC LINEAR PRISMATIC DIFFUSER INSTANT START ELECTRONIC BALLAST LESS THAN 10 THD GYPSUM BOARD CEILING MOUNT RECESSED 3
59. MENT PADS AND PIPE SUPPORTS NOT SHOWN ON THE STRUCTURAL DRAWINGS PRESENTATION CONVENTIONS WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES PLANS ON THESE DRAWINGS ARE TREATED AS HORIZONTAL SECTIONS SCREENED LINEWORK AND TEXT INDICATES EXISTING CONDITIONS FIELD VERIFY IN STRUCTURAL TYPICAL DETAILS ORIENTATION OF SLAB OR WALL BARS IN EACH MAT OF REINFORCEMENT WHETHER LINES OR DOTS ARE CLOSER TO THE FACE OF THE CONCRETE IS GENERALLY ARBITRARY SEE DRAWINGS OF EACH STRUCTURE FOR ORIENTATION REQUIRED AT THAT STRUCTURE DESIGN CRITERIA BUILDING CODE IBC 2012 RISK CATEGORY III DEFERRED DESIGN SUBMITTALS ARE LISTED ELSEWHERE ON THIS SHEET SEE SPECIFICATION FOR REQUIREMENTS FOR STRUCTURAL INSPECTION STRUCTURAL TESTING AND STRUCTURAL OBSERVATION SEE DRAWINGS OF INDIVIDUAL STRUCTURES FOR ADDITIONAL DESIGN INFORMATION DEAD LOADS CALCULATED FOR STRUCTURE SELF WEIGHT LIVE LOADS FLOOR LIVE LOAD SEE DRAWINGS 200 PSF GRATING AND CHECKERED PLATE TO MATCH LL 100 PSF UNLESS NOTED ROOF LIVE LOAD 30 PSF MIN SEE DRAWINGS FOR CONCENTRATED AND IMPACT LOADS SNOW LOAD MIN ROOF SNOW LOAD Ps 90 PSF WIND DESIGN DATA FACTORED VELOCITY BASIC WIND SPEED 120 MPH 3 SEC GUST EXPOSURE CATEGORY WINDBORNE DEBRIS REGION NA 1 15 FOR ADDITIONAL WIND DESIGN INFORMATION SEE SPECIFICATION 01614 FROST DEPTH 3 6 SEISMIC DESIGN DATA SITE CLASS C SEISMIC DESIGN CATEGORY D SPECTRAL RESP
60. N ON THE DRAWINGS UNLESS PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE ENGINEER UNLESS OTHERWISE NOTED PROVIDE WATERSTOPS IN JOINTS AS SHOWN ON THE DRAWINGS AND AT THE FOLLOWING LOCATIONS BETWEEN ANY LIQUID CONTAINMENT AREA AND AN ADJACENT DRY AREA OF A STRUCTURE INALL EXTERIOR BELOW GRADE WALLS AND SLABS UNLESS OTHERWISE NOTED PROVIDE SEALANT IN JOINTS AS SHOWN ON THE DRAWINGS AND AS FOLLOWS CONSTRUCTION JOINTS SEALANT NOT REQUIRED EXPANSION JOINTS AT BOTH SIDES OF JOINT EXCEPT AT SOIL SIDE OF A SLAB ON GRADE AT HORIZONTAL JOINTS EXPOSED TO VIEW IN THE FINISHED WORK INTERIORS ORIGINAL SEALED BY DAVID N HOOLEY 1 28 14 UT 158094 OF BASINS PROVIDE V GROOVE JOINT ORIGINAL SEALED BY CRAIG T ASHCROFT 1 28 14 UT 187341 PROJECT MANAGER CONSTRUCTION CONT D METAL FABRICATIONS 1 1 LADDERS A ALUMINUM UNLESS OTHERWISE NOTED B CONFORM TO OSHA REQUIREMENTS STAIRS A ALUMINUM UNLESS OTHERWISE NOTED B CONFORM TO IBC 2012 REQUIREMENTS HANDRAILS amp GUARDRAILS A ALUMINUM AS SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED B CONFORM TO IBC 2012 REQUIREMENTS C PROVIDE HANDRAIL AT ENCLOSED SIDES OF STAIRWAYS AND GUARDRAIL AT OPEN SIDES UNLESS OTHERWISE NOTED D WHERE SIDE MOUNTED GUARDRAIL IS REQUIRED SUBMIT MOUNTING DETAILS FOR ENGINEER S REVIEW GRATING A GRATING AND SEATS OR SUPPORTS SHALL BE OF SAME MATERIAL PROVIDE ALUMINUM CONSTRUCTION
61. N PLACE COMPLETE AND IN THE CASE OF CONCRETE HAVE CURED TO THEIR MINIMUM SPECIFIED 28 DAY COMPRESSIVE STRENGTH WHERE BACKFILL MUST BE PLACED AGAINST WALLS BEFORE ROOF SLAB FLOOR SLABS ARE PLACED ABOVE PROVIDE BRACING FOR WALLS BRACING SHALL REMAIN IN PLACE UNTIL ROOF SLAB FLOOR SLAB ABOVE HAS REACHED THEIR MINIMUM SPECIFIED 28 DAY STRENGTH CONCRETE 1 LOCATION OF CONSTRUCTION JOINTS NOT SHOWN ON THE DRAWINGS SHALL BE APPROVED BY THE ENGINEER PROVIDE A 3 4 INCH CHAMFER AT ALL EXPOSED EDGES OF CAST IN PLACE CONCRETE UNLESS OTHERWISE NOTED ON DRAWINGS INDICATES CONCRETE CLASS SEE SECTION 03300 IF NOT OTHERWISE NOTED CONCRETE SHALL BE CLASS A C CE OR PM CONCRETE AS DEFINED IN SECTION 03300 FINISH CONCRETE IN ACCORDANCE WITH SPECIFICATION 03300 AND 03366 UNLESS OTHERWISE NOTED SEE TYPICAL DETAIL S101 FOR ADDITIONAL CONCRETE NOTES INCLUDING COVER REQUIREMENTS REINFORCEMENT REINFORCEMENT SPLICES SHALL BE LAP SPLICES PER TYPICAL DETAIL S101 UNLESS OTHERWISE NOTED MAINTAIN MINIMUM 2 INCHES CLEAR COVER BETWEEN REINFORCING STEEL AND CONCRETE EMBEDMENTS UNLESS OTHERWISE NOTED WELDING OF REINFORCEMENT BARS WILL BE PERMITTED UNLESS PRIOR APPROVAL IS OBTAINED FROM THE ENGINEER UNLESS OTHERWISE NOTED PROVIDE ADDITIONAL REINFORCING AT PENETRATIONS IN CONCRETE IN ACCORDANCE TO TYPICAL DETAIL 5180 CONCRETE JOINT NOTES A CONSTRUCTION JOINTS SHALL NOT BE PLACED AT LOCATION OTHER THAN THOSE SHOW
62. N SEGMENTS NUMBER DWG CONNECTING DESCRIPTION SEGMENTS L 16 ELEVATOR CONTROL PANEL ELEVATOR LIGHT amp FAN gt gt POWER ELEVATOR LIGHT amp FAN L 50 TF E 05 EXTERNAL GUTTER HEATER NORTH WEST L 52 CONDUIT T 12 gt gt _POWER GUTTER HEATER ACU 01 OUTDOOR VIA DISCONNECT JUNCTION BOX gt gt _POWER ACU 01 OUTDOOR EXTERNAL GUTTER HEATER SOUTH WEST CONDUIT T 12 gt gt _POWER GUTTER HEATER ACU 06 OUTDOOR VIA DISCONNECT JUNCTION BOX gt gt POWER ACU 06 OUTDOOR ACU 05 OUTDOOR VIA DISCONNECT JUNCTION BOX POWER ACU 05 OUTDOOR TF E 05 CONDUIT T CONDUIT T gt gt POWER GUTTER HEATER gt gt POWER GUTTER HEATER JUNCTION BOX LP D POWER ACU 01 OUTDOOR POWER ACU 06 OUTDOOR POWER ACU 05 OUTDOOR EXTERNAL GUTTER HEATER NORTH EAST CONDUIT T 12 gt gt POWER GUTTER HEATER TF E 06 EXTERNAL GUTTER HEATER SOUTH EAST CONDUIT T 12 gt gt _POWER GUTTER HEATER ACU 02 OUTDOOR VIA DISCONNECT JUNCTION BOX gt gt _ POWER ACU 02 OUTDOOR TF E 05 TF E 06 RANGE LP A POWER RANGE TF E 02 ACU 03 OUTDOOR VIA DISCONNECT JUNCTION BOX gt gt _POWER ACU 03 OUTDOOR TF E 05 TF E 06 CONDUIT T CONDUIT T POWER GUTTER HEATER POWER GUTTER HEATER TF E 02 ACU 04 OUTDOOR VIA DISCONNECT JUNCTION BOX gt gt POWER ACU 04 OUTDOOR JUNCTION BOX LP D gt gt POWER ACU 02 OUTDOOR gt gt POWER ACU 03 OU
63. NTS FILE 4650 1005401 24 DESIGNED V DRAWN D CHECKED JGB PROJECT ENGINEER 1 02 28 14 IV ADDENDUM NO 2 DATE REV DATE BY DESCRIPTION JANUARY 2014 ORIGINAL SEALED BY JOHN G BRIONES 1 28 14 UT 376570 4 BOARD L MOTOR STARTER PROJECT MANAGER ORIGINAL SEALED BY CRAIG T ASHCROFT 1 28 14 UT 187341 5 RUNNING MWH SF 01 120VAC CO ALARM WEST EAST REMOTE DISCONNECT 1 SPEED SINGLE PHASE 120VAC MOTOR MS N 7 Q RUNNING N MWH SF 02 5 0 KEY NOTES SCALE NTS FILE 4650 1005401 24 SPP Reclamation District FIELD PANEL BOARD MOTOR STARTER HVAC CONTROL PANEL EAST CANYON WATER RECLAMATION FACILITY VERIFY SCALES BAR IS ONE INCH ON TRAINING FLEET FACILITY AND SEISMIC UPGRADES ORIGINAL DRAWING ELECTRICAL SCHEMATICS 2 1 THIS SHEET ADJUST SCALES ACCORDINGLY gt NAAN PROJECT 4650 10 FILE 4650E1005E006 dgn JOB NO 4650E10 DRAWING NO 05 E 06 SHEET NO 76 OF 106 04 MAR 2014 4 59 38 Plot Date User ADiaz ColorTable gshade ctb DesignScript Carollo_Std_Pen_v0905 pen PlotScale 2 1 Model Layout1 LAST SAVED BY adiaz 2 eT A O 22 gt __ 5 ee A
64. ONSE ACCELERATIONS Sa SHORT PERIOD STRUCTURES 55 0 6619 ONE SECOND PERIOD 84 lt 0 2239 le 1 25 USE 25 OF SNOW IN COMBINATION WITH SEISMIC Spg 0 501g 5 1 0 2359 FOR ADDITIONAL SEISMIC INFORMATION SEE SPECIFICATION 01612 DESIGNED DNH DRAWN TSD PROJECT NO 4650E10 CHECKED JDS DATE JANUARY 2014 2 5 e 1 7 ea oa T 1 FILE 4650E10_GS 01 dgn 3 05 2014 DNH ADDENDUM 2 DESCRIPTION PROJECT ENGINEER DESIGN CRITERIA CONT D CONSTRUCTION LOADS STRUCTURES HAVE BEEN DESIGNED FOR OPERATING LOADS ON COMPLETED FACILITIES DURING CONSTRUCTION PROTECT STRUCTURES AS REQUIRED BY SHORING BALANCING AND BRACING GEOTECHNICAL DATA REPORTS BY APPLIED GEOTECHNICAL ENGINEERING CONSULTANTS INC DATED MARCH 20 2008 AND MARCH 10 2011 AT REST SOIL PRESSURE 65 PCF ACTIVE SOIL PRESSURE 50 PCF PASSIVE SOIL PRESSURE 250 PCF ALLOWABLE SOIL BEARING 3000 PSF FROST DEPTH 3 6 REFER TO ARCHITECTURAL CODE INFORMATION SCHEDULE CONSTRUCTION EXCAVATION AND BACKFILLING 1 EXPOSE AND PREPARE SUBGRADE AS SHOWN ON THE DRAWINGS AND SPECIFIED OBTAIN ENGINEER S OBSERVATION OF SUBGRADE SURFACES BEFORE PROCEEDING WITH FOUNDATION CONSTRUCTION PROVIDE SOIL MODIFICATIONS AS SHOWN IN DIVISION 2 SPECIFICATIONS UNLESS OTHERWISE NOTED DO NOT PLACE BACKFILL AGAINST WALLS UNTIL STRUCTURES SUPPORTING THE TOP OF THE WALL ARE I
65. ORDINGLY 64 OF 106 04 MAR 2014 5 14 06 PM Plot Date User ADiaz PlotScale 2 1 _ ee LU N N YY YY YY YOY YOO ColorTable gshade ctb DesignScript Carollo_Std_Pen_v0905 pen Model Layout1 LAST SAVED BY adiaz 400AF 2 3P 55 pia 480 120VA 600 5A a BS 1 300AT 1 1 1 6 12 0 amp 1 12 N N NY SWG 8 DWG 03 E 02 ee 1 1 6 I 1 100 9 5 lt 1 60AT 65KAIC 8 2 1 811 1 1 SS 3484 amp 1 10 3484 1 10 ELEVATOR SPACE 2 b MCP 3P 3P 97 7 65K L Ts2w Ts2w T SIZE 1 2 65 20 FVNR 1 SIZE 1 65KAIC 2 2 8 8 95 5 5 x 95 5 z Q EF 01 EF 02 EF 03 MAU 01 MAU 02 ADDENDUM NO 2 ADDENDUM NO 1 DESCRIPTION PROJECT 4650 10 FILE 4650E1003E004 dgn DESIGNED DRAWN CHECKED J
66. PGRADES ORIGINAL DRAWING CRAIG T ASHCROFT 0 1 1 28 14 ELECTRICAL ORIGINAL SEALED BY JOHN G BRIONES 1 28 14 UT 376570 DRAWING NO DESIGNED DRAWN TF E 02 Reclamation District TRAINING FLEET FACILITY IF NOT ONE INCH ON 79 OF 106 CHECKED 02 28 14 ADDENDUM NO 2 JGB PROJECT ENGINEER PROJECT MANAGER 02 21 14 ADDENDUM NO 1 DATE THIS SHEET ADJUST DATE DESCRIPTION JANUARY 2014 _ PARTIAL LOWER PLAN POWER amp CONTROL SCALES ACCORDINGLY i OS 022 PROJECT NO 4650E10 FILE NAME 4650E10TFE002 dgn 04 2014 5 19 08 Plot Date User ADiaz Model Layout ColorTable gshade ctb DesignScript 5 0905 PlotScale 2 1 LAST SAVED BY adiaz 1 02 28 14 IV ADDENDUM NO 2 REV DATE BY PROJECT NO 4650E10 DESCRIPTION DESIGNED DRAWN CHECKED DATE JANUARY 2014 EL308 PROJECT ENGINEER ORIGINAL SEALED BY JOHN G BRIONES 1 28 14 UT 376570 PROJECT MANAGER ORIGINAL SEALED BY CRAIG T ASHCROFT 1 28 14 UT 187341 LOWER PLAN SCALE 3 16 1 0 FILE 4650E10TFE101 Snyderville Basin Water SPP Reclamation District GENERAL NOTES 1 ALL CIRCUITS PREFIXED LP A UNLESS OTHERWISE NOTED KEY NOTES EF 04 AND 05 SWITCHED BY O
67. RAINING FLEET FACILITY AND SEISMIC UPGRADES BAR IS ONE INCH ON DRAWING 03 E 04 Reclamation District SPP ELECTRICAL MCC TF ONE LINE DIAGRAM e S o Ee o 5 THIS SHEET ADJUST SCALES ACCORDINGLY 66 OF 106 04 MAR 2014 5 14 40 Plot Date User ADiaz ColorTable gshade ctb DesignScript Carollo_Std_Pen_v0905 pen PlotScale 2 1 Model Layout1 LAST SAVED BY adiaz PANEL LP A 2 26 2014 PANEL LP D 2 26 2014 LOCATION VOLTS PHASE amp WIRE INTERRUPT HVAC RM 218 208 120 4W 18 FEED MTG BUS RATING MAIN MAIN RATING 1 PHA WEIGHTED BOTTOM PH WEIGHTED SURFACE PHC WEIGHTED VA 225 EQUIP SIZING 225 AF 225 AT PANEL AMPS 18880 16973 16261 56640 157 2 VCIF DESCRIPTION LOAD VA BKR 2 BKR LOAD VA DESCRIPTION LOCATION VOLTS PHASE amp WIRE INTERRUPT VEHICLE STORAGE RM 101 208 120 4 18 FEED MTG BUS RATING MAIN MAIN RATING 1 SURFACE 225 cB 225 AF 225 AT PHA WEIGHTED VA PH B WEIGHTED C WEIGHTED EQUIP SIZING VA PANEL AMPS 15391 15038 14323 46173 128 2 I C F CIF ENTRY HALL amp CORRIDOR LIGHTS 1080 20 1 20 1 800 EXTERIOR LIGHTS DESCRIPTION LO
68. RS REINFORCED MASONRY WALL CORNER REINFORCED MASONRY WALL 02 26 14 SHEET 1 OF 2 07 31 08 DRAWN CE CHECKED CE 3 05 2014 DNH ADDENDUM 2 DATE Reclamation District JANUARY 2014 7 1 4 5 FILE 4650E10_TS 03 dgn SHEET 2 OF 2 07 31 08 08 01 05 EAST CANYON WATER RECLAMATION FACILITY VERIFY SCALES ORIGINAL BAR IS ONE INCH ON TRAINING FLEET FACILITY AND SEISMIC UPGRADES SEALED BY ORIGINAL DRAWING TYPICAL 0 1 CRAIG ASHCROFT STRUCTURAL TYPICAL DETAILS 3 DRAWING NO TS 03 SHEET NO 1 28 14 UT 187341 PPP IF NOT ONE INCH ON THIS SHEET ADJUST SCALES ACCORDINGLY 104 OF 106 PROJECT ENGINEER PROJECT MANAGER PROJECT NO 4650E10
69. SED 2 03 MATERIALS NOT USED 2 04 MANUFACTURED UNITS NOT USED 2 05 EQUIPMENT A General 1 Access Control and Intrusion Detection system shall be furnished complete installed programmed tested and operational The system is designed to secure the designated Owner facilities B Scope of system 1 Access Control and Intrusion Detection system shall communicate with native TCP IP Controllers over an Owner owned Ethernet TCP IP enterprise network 2 06 COMPONENTS A Intrusion detection 1 Intrusion detection module shall provide inputs to monitor door contacts Locate intrusion detection points as indicated on the Drawings B Door hardware 1 Ancillary door hardware shall meet the following minimum specifications a surface mounted magnetic switch shall be used for door alarms b A wide gap overhead door contact shall be used for overhead loading dock doors 1 A low profile in rugged aluminum housing shall mount 6 above the floor 2 Connection to the alarm circuit junction box shall be armored cable to protect the wiring 3 magnet shall also be protected by a rugged aluminum housing mounted on the bottom of the overhead door March 2014 16752 4 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16752 4 Both the switch and the magnet assembly shall be weatherproofed and resistant to shock with multiple layers of protection 2 Related har
70. TDOOR gt gt POWER ACU 04 OUTDOOR TF E 05 CONDUIT T LP A POWER GUTTER HEATER POWER GUTTER HEATER POWER GUTTER HEATER POWER GUTTER HEATER CARBON MONOXIDE SENDOR WEST CONDUIT T gt gt POWER CARBON MONOXIDE SNSR GUTTER HEATER MAIN ENTRANCE LP A 12 gt gt _POWER GUTTER HEATER 05 01 02 CARBON MONOXIDE SENSOR EAST CONDUIT T gt gt _POWER CARBON MONOXIDE SNSR EXTERNAL AUTOMATIC DOOR 07 HEADER INTERNAL AUTOMATIC DOOR 08 HEADER 12 gt gt _POWER AUTOMATIC DOOR TF E 01 05 CONDUIT T LP B gt gt POWER CARBON MONOXIDE SNSR gt gt POWER CARBON MONOXIDE SNSR INTERNAL AUTOMATIC DOOR 08 HEADER LP C 12 gt gt POWER AUTOMATIC DOOR EF 01 MCC TF POWER EF 01 POWER WINDING HEATER TF E 05 LP B HVAC CONTROL PANEL POWER HVAC CONTROL PANEL SF 02 VIA DISCONNECT MCC TF gt gt _POWER SF 02 EF 03 MCC TF POWER EF 03 POWER WINDING HEATER TF E 05 DAMPER VIA DISCONNECT CONDUIT T gt gt POWER DAMPER EF 02 MCC TF POWER EF 02 POWER WINDING HEATER SF 03 VIA DISCONNECT MCC TF gt gt _POWER SF 03 MAU 01 DISCONNECT MCC TF gt gt _POWER MAU 01 TF E 06 DAMPER VIA DISCONNECT CONDUIT T gt gt POWER DAMPER TF E 06 MAU 02 DISCONNECT MCC TF gt gt POWER MAU 02 CONDUIT T HVAC CONTROL PANEL gt
71. TH AND A 4 DIAMETER AS SPECIFIED ENCASED ELECTRICAL CONDUIT S 5 0 MIN SEE NOTE 1 1 1 11 _ CONDUIT 8 a7 LAP SPLICE CLASS A COMPACTED SOIL SEE 75101 CONCRETE ELEVATION GROUND GRID CONDUCTOR SIZE AS INDICATED ON DRAWINGS OR IN SPECIFICATIONS GROUND GRID CONDUCTOR SIZE AS INDICATED ON DRAWINGS OR IN SPECIFICATIONS PITCH OF SPIRAL z v 6 5 SEE NOTE POLE BASE CONDUIT PVC COATED STEEL CONDUIT ELBOW TYP CONC PIER 3 SPIRAL MIN SEE NOTE 1 POLE LAP SPLICE TOP SPIRAL KEY NOTES KEY NOTES SECTION SECTION lt gt COORDINATE REINFORCING STEEL REQUIREMENTS WITH THE GENERAL lt gt GROUND ROD TO GROUND GRID CROSS CONNECTOR SIZE FOR ROD AND lt gt GROUND GRID CROSS CONNECTOR SIZE FOR CABLE PER CONECTOR CONTRACTOR CABLE PER CONNECTOR MANUFACTURERS GUIDELINES MANUFACTURERS GUIDELINES NOTES TYPICAL BOTH SIDES FRONT AND REAR 7777 2022 1 USE MINIMUM DIMENSIONS AND REINFORCEMENT SHOWN UNLESS OTHERWISE NOTED GROUND ROD 101 COPPER GROUNDING CABLE CONNECTION 107 CONDUIT HOUSEKEEPING CURB EL506 POLE FOUNDATION COMPRESSION CONNECTION COMPRESSION CONNECTION ARP 4 TRAFFIC AREAS
72. TING SEE SPECIFICATIONS 2 REBATE SHALL BE CONTINUOUS AROUND ENTIRE OPENING 3 PLATE SHALL BE 1 4 MIN THICK 4 GALV AFTER FABRICATION A406 H 20 HEAVY DUTY STEEL GRATING REBATE 07 3108 04 MAR 2014 5 12 21 PM Plot Date User ADiaz ColorTable gshade ctb DesignScript Carollo_Std_Pen_v0905 pen PlotScale 2 1 Model Layout1 LAST SAVED BY adiaz JER FRAME TRIM FIRE ALARM CAT 6 10 100 BASE WALL BOX AS SPECIFIED OUTSIDE OF INSIDE OF HORN STROBE TX AS REQUIRED IN DIVISION 16 STRUCTURE STRUCTURE GROUND WELL AS SPECIFIED FINISHED GRADE LIGHT SWITCH 2 CALE UA MINFIRE CAULK 7 0 TO BOTTOM FIRE ALARM MANUAL PULL STROBE STATION WHERE REQUIRED RECEPTACLE a EQUIPMENT AREAS WET AND 12 MAX CORROSIVE AREAS NETWORK JACK EQUIPMENT AREAS WET AND CORROSIVE AREAS BACKFILL 6 GANG WALL PLATE 4 DRAIN ROCK THERMOSTAT ALIGN 1 3 8 VERTICALLY WITH SWITCH ANNULAR SPACE FIRE STOPPING PER RJ 45 SNAP SPECIFICATION 07840 CAT 6 CONNECTOR WHITE RJ 45 BLUE RJ 45 TELEPHONE DATA CONCRETE MASONRY WALL BACKER ROD NETWORK JACK AND RECEPTACLE OFFICE AREAS INDIVIDUAL RECEPTACLE OFFICE AREAS
73. UME HOOD 8 RECEPTCL SF 01 DISCONNECT MCC TF gt gt POWER SF 01 TF E 02 PULL BOX ACU 03 OUTDOOR UNIT CONTROL ACU 03 LAST SAVED BY adiaz DESIGNED DRAWN CHECKED 02 28 14 ADDENDUM NO 2 JGB EAST CANYON WATER RECLAMATION FACILITY VERIFY SCALES ORIGINAL BAR IS ONE INCH ON SEALED BY j j TRAINING FLEET FACILITY AND SEISMIC UPGRADES ORIGINAL DRAWING Pee CRAIG eH CHORE ELECTRICAL m 1 05 E 02 mnnnnn Reclamation District CONDUIT IF NOT ONE INCH ON SHEET NO 02 21 14 ADDENDUM NO 1 DATE THIS SHEET ADJUST DATE DESCRIPTION JANUARY 2014 SCHEDULES SCALES ACCORDINGLY 72 106 o S FILE 4650E1005E002 dgn ORIGINAL SEALED BY JOHN G BRIONES 1 28 14 UT 376570 PROJECT ENGINEER PROJECT MANAGER PROJECT NO 4650E10 04 MAR 2014 5 16 20 Plot Date User ADiaz ColorTable gshade ctb DesignScript Carollo_Std_Pen_v0905 pen PlotScale 2 1 Model Layout LAST SAVED BY adiaz CONDUIT SCHEDULE AREA 0 Snyderville Training and Fleet Facility Building Snyderville Basin Reclaim Water District 3 4 14 CONDUIT SCHEDULE AREA 0 Snyderville Training and Fleet Facility Building Snyderville Basin Reclaim Water District 3 4 14 CONDUIT CONDUCTORS GROUND CONDUIT CONDUCTORS GROUND NUMBER CONNECTING DESCRIPTIO
74. WITH TYPE 304 STAINLESS STEEL FASTENERS UNLESS OTHERWISE NOTED B UNLESS GRATING IS INDICATED TO BE REMOVABLE FASTEN GRATING TO SUPPORTS USING TYPICAL DETAIL A414 C FABRICATE GRATING FOR REMOVAL AROUND PIPES AND OTHER PENETRATIONS D FIELD VERIFY GRATING SUPPORT LOCATIONS BEFORE FABRICATING GRATING PLACE SUPPORTS WITH CARE TO MAINTAIN TOLERANCES SHOWN OR SPECIFIED COVER PLATES A ALUMINUM FASTENED TO SUPPORTS WITH STAINLESS STEEL MACHINE SCREWS UNLESS OTHERWISE NOTED SEE ARCHITECTURAL DRAWINGS FOR DOOR LOUVER STAIR SCHEDULE AND WINDOW LOCATIONS AND DIMENSIONS NOT SHOWN SPECIAL INSPECTION FOR SPECIAL INSPECTION REQUIREMENTS SEE SPECIFICATION 01455 TYPICAL STRUCTURAL MATERIALS SEE PROJECT SPECIFICATIONS AND NOTES ON DRAWINGS FOR INDIVIDUAL STRUCTURES FOR DETAILED OR SPECIAL REQUIREMENTS CAST IN PLACE CONCRETE MINIMUM SPECIFIED COMPRESSIVE STRENGTH AT 28 DAYS fc CONCRETE FILL THRUST BLOCKS PIPE AND BEDDING 2500 PSI CONCRETE ELECTRICAL DUCT ENCASEMENT fic 3000 PSI CONCRETE FOR STRUCTURES 4000 PSI REINFORCING STEEL DEFORMED BARS ASTM A615 OR A706 GRADE 60 SEE 03200 WELDED WIRE FABRIC ASTM A185 STRUCTURAL STEEL SHAPES W T ASTM A992 Fy 50 KSI SHAPES S C L PLATE AND BAR ASTM A36 Fy 36 KSI PIPE ASTM A53 GRADE Fy 35 KSI HOLLOW STRUCTURAL SECTIONS ROUND ASTM A500 GRADE B Fy 42 KSI SQUARE AND RECTANGULAR ASTM A500 GRADE Fy
75. Y FUSE REMOTE DISCONNECT WHERE INDICATED CONTROL TRANSFORMER PRIMARY FUSES 4 1 CONTROL TRANSFORMER D 480V PRI 120V SEC KEY NOTES RUNNING Ov N MWH EF 03 LAST SAVED BY adiaz HVAC CONTROL PANEL SCALE NTS FILE 4650 1005401 24 SCALE NTS FILE 4650 1005401 24 EAST CANYON WATER RECLAMATION FACILITY VERIFY SoaLes ORIGINAL BAR IS ONE INCH ON TRAINING FLEET FACILITY AND SEISMIC UPGRADES RIGINAL DRAWIN SEALED BY one 5 ELECTRICAL CRAIG T ASHCROFT ee 1 1 28 14 UT 187341 ORIGINAL SEALED BY JOHN G BRIONES 1 28 14 UT 376570 DRAWING NO DESIGNED DRAWN CHECKED JGB ADDENDUM NO 2 DATE DESCRIPTION JANUARY 2014 gt ee S e S i NZ FILE NAME 4650E1005E005 dgn 05 05 Reclamation District SCHEMATICS 1 IF NOT ONE EE SCALES ACCORDINGLY 75 106 PROJECT ENGINEER PROJECT MANAGER 1 02 28 14 IV REV DATE BY PROJECT NO 4650E10 04 MAR 2014 5 09 20 Plot Date User ADiaz ColorTable gshade ctb DesignScript Carollo_Std_Pen_v0905 pen PlotScale 2 1 Model Layout LAST SAVED BY adiaz Zz 120 GND 1 SPEED SINGLE PHASE 120VAC MOTOR KEY NOTES R TRANSFORMER IN ACCORDANCE WITH ALL INDICATED LOADS lt A O FIRE ALARM CONTROL PANEL SCALE
76. ab that can be removed to engage the head base locking mechanism 2 special tools required to remove head once it has been locked 3 Removal of the detector head shall interrupt the supervisory circuit of the fire alarm detection loop and cause a trouble signal at the control unit d LED that will flash each time it is scanned by the FACP once every 4 seconds In alarm condition the detector head LED shall be on steady e Magnetically actuated test switch to provide for easy alarm testing at the detector location f EMI and RFI shielded g Furnish with a communication transmitter and receiver in the mounting base having a unique identification and capability for status reporting to the FACP 1 Detector address to be located in base to eliminate false addressing when replacing detectors 2 Setting of addresses not required for removal of the detector head for cleaning h Type Photoelectric smoke Where acceptable per PCFD ionization type may be used 3 Provide end of line resistors as required F Duct smoke detectors 1 Photoelectric type a Sampling tube design and dimensions as recommended by the manufacturer for the specific duct size and installation conditions where applied March 2014 16710 8 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16710 Duct housing a Furnish with supervised relay driver circuit for driving up to 15 relays with a
77. arm system with said system being made ready for operation in accordance with the requirements of the PCFD and all authorities having jurisdiction Specifications and associated drawings are to convey the general scope required Examine all existing physical conditions which may be material to the performance of WORK No extra payments will be allowed to the CONTRACTOR as a result of extra WORK made necessary by his failure to do so Omission of any necessary system component as required by the authorities having jurisdiction in the Specifications and associated drawings shall not relieve the CONTRACTOR of the responsibility of providing such necessity without additional cost to OWNER Errors omission discrepancy or lack of clarity promptly identified to ENGINEER for clarification 16710 2 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16710 G Provide all devices and equipment required by these specifications and drawings Under no circumstances delete any equipment or devices without the written directive of ENGINEER H Refer to Section 15300 1 05 Scope Of Work 105 SUBMITTALS A Furnish submittals as specified in Sections 01330 and 16710 B Product Data 1 Data sheets for system components highlighted to indicate the specific products features or functions required to meet this specification including electrical characteristics such as voltage and current ratings connecti
78. cation appliances 1 March 2014 Provide power control and supervision of horns and strobes over a single pair of wires The signaling line circuit SLC digitally communicates with each appliance and receives a response to verify the appliance s presence the channel The channel provides a digital command to control appliance operation Class B Style 4 notification appliances shall be wired without requiring traditional in out wiring methods addressable T Tapping shall be used Contains an electronic module and a selectable address setting in addition to its notification appliance circuit to allow it to occupy a unique location on the channel a Allows the channel to perform appliance diagnostics that assist with installation and subsequent test operations A visible LED on each appliance provides verification of communications and will flash with the appliances address setting when locally requested using a magnetic test tool Addressable Controller supervise channel SLC wiring communicate with and control addressable notification appliances 16710 9 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16710 1 Alarm notification appliances 1 Horn accordance with UL 464 b Minimum sound pressure level of 83 2 V O accordance with UL 1971 Xenon flash tube c Minimum flash intensities of 15cd 75cd and 110c
79. ces Single line system architecture drawings representing the entire system Installation instructions 1 Manufacturer s installation instructions Operation and maintenance manuals 1 Complete documentation shall be provided with the system 16752 2 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16752 2 documentation shall completely describe all operations each program data sets and the hardware and peripherals a All updates addendum and adjustments to the documentation shall be provided at no additional charge in the same quantities as originally required b User manual 1 Step by step guide and instructions detailing all system user functions and responsibilities 3 Technical maintenance manual a Shall be comprehensive and detailed document providing all maintenance action system testing schedules troubleshooting flowcharts functional system layout and block diagrams and schematic diagrams of all system wiring 1 06 QUALITY ASSURANCE A B As specified in Section 16750 Permits and inspections 1 Material and workmanship will conform to all applicable legal and code requirements and as specified in the Contract Documents 2 Perform all tests required to demonstrate conformance with the Contract Documents Job conditions 1 The installation is to be supervised a regular basis by a person designated by the Contractor T
80. d d Provide a label inside the strobe lens to indicate the listed candela rating of the specific V O appliance Audible Visible In accordance with UL 1971 and UL 464 Xenon flash tube c Provide a label inside the strobe lens to indicate the listed candela rating of the specific strobe d Minimum sound pressure level of 83 dBA e Capable of 2 wire synchronization with one of the following options 1 Synchronized strobe with horn on steady 2 Synchronized strobe with temporal code pattern on horn J Addressable circuit interface modules 1 Arrange to monitor one or more system components that are not otherwise equipped for addressable communication Modules shall be used for monitoring of waterflow valve tamper non addressable devices and for control of evacuation indicating appliances and AHU systems Mounted in a standard electric outlet box Furnish with cover plates to allow surface or flush mounting Receive their operating power from the signaling line or a separate 2 wire pair running from an appropriate power supply as required 2550919 K Circuit interface modules 1 1 Monitor circuit interface module For conventional 2 wire smoke detector and or contact device monitoring with Class B or Class A wiring supervision 1 Supervision of the zone wiring will be Class B 2 Module shall communicate status normal alarm trouble to the FACP b For conventional 4 wire smoke detector with Class B
81. duct mounted smoke detectors corresponding ventilation system shutdown interlock 7 Fire alarm system input output point list 8 Spare parts list for extra materials being furnished 9 Operating and Maintenance data as specified Section 01782 D Name of fire extinguishing system supplier and verification that fire detection and fire extinguishing systems have been coordinated E Copy of FACP program and programming software on compact disc F Manufacturer s installation instructions March 2014 16710 3 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16710 G Designer manufacturer and installer qualifications H Submit the equipment layout drawings and product data to the PCFD and the local authority having jurisdiction for review and approval of the proposed system 1 Contractor is responsible for paying plan check permit and inspection fees necessary 2 Submit AHJ s approval to Engineer 1 06 QUALITY ASSURANCE A specified in Section 16050 B Designer qualifications 1 Designer of similar installations for a minimum of 5 years with a satisfactory performance record C Manufacturer qualifications Manufacturer of proposed system for a minimum of 10 years with satisfactory performance record D Installer qualifications Manufacturer approved installer of products similar to specified products on a minimum of 10 projects of similar scope a
82. dware a Magnetic door switches to complete the system Contractor shall be responsible for providing all necessary hardware and for the complete operation of all related hardware 2 07 ACCESSORIES NOT USED 2 08 MIXES NOT USED 2 09 FABRICATION NOT USED 2 10 FINISHES NOT USED 211 SOURCE QUALITY CONTROL A specified in Section 16750 PART3 EXECUTION 3 01 EXAMINATION NOT USED 3 02 PREPARATION A Perform a layout check to ensure that adequate access is available for construction installation and maintenance of equipment and devices furnished however the Contractor is not responsible for furniture The Contractor shall consult the Owner and Engineer in the design of the monitoring workstation area 3 03 INSTALLATION A Although expected locations are indicated on the Drawings all equipment locations including door contacts and Access Control Keypad shall be field verified with the Engineer B Installation of the Access Control and Intrusion Detection shall include the appropriate equipment and shall be performed by a factory trained and certified contractor The installation shall be completed to this Section and Project Drawings as required by the Owner or prime contractors The installation shall include the following 1 planning and system configuration of field hardware The Contractor shall consult with the Owner and Engineer for final required access level configuration and other systems programming
83. ee 1 04 Reclamation District TRAINING FLEET FACILITY ENOT on PSS 81 106 1 28 14 UT 376570 PROJECT ENGINEER PROJECT MANAGER 02 21 14 ADDENDUM NO 1 DATE THIS SHEET ADJUST DATE DESCRIPTION JANUARY 2014 LOWER PLAN LIGHTING SCALES ACCORDINGLY i 9 i 0 1 012 2 0 PROJECT NO 4650E10 FILE NAME 4650E10TFE004 dgn GENERAL NOTES 1 ALL CIRCUIT NUMBERS ARE PREFIXED LP B 04 MAR 2014 5 20 14 Plot Date User ADiaz ColorTable gshade ctb DesignScript Carollo_Std_Pen_v0905 pen PlotScale 2 1 Model Layout LAST SAVED BY adiaz MOTORIZED DAMPER oO PENETRATION PARTIAL UPPER PLAN SCALE 3 16 1 0 FILE 4650 10 102 ORIGINAL DESIGNED V DRAWN D CHECKED SEALED BY JOHN G BRIONES 02 28 14 1 28 14 ADDENDUM NO 2 UT 376570 JGB 02 21 14 ADDENDUM NO 1 DATE PROJECT ENGINEER PROJECT MANAGER DATE PROJECT 4650 10 DESCRIPTION JANUARY 2014 ORIGINAL SEALED BY CRAIG T ASHCROFT 1 28 14 UT 187341 XFMR LPA k gt CONDUIT PENETRATIONS FIRE ALARM PANEL MCC TF HVAC CONTROL PANEL 894 Reclamation District EAST CANYON WATER REC
84. ee handle travel position between and On positions 1 Provide handle position indicators to identify the handle position c Full cover interlock to prevent opening of the switch door in the On position and to prevent closing the switch mechanism with the door open 1 With an externally operated override B Switch interior 1 2 3 4 5 Switch blades visible when the switch is Off and the cover is open Lugs a Front accessible b Removable UL listed for 60 75 degree Celsius copper conductors Current carrying parts completely plated to resist corrosion Removable arc suppressors to facilitate easy access to line side lugs Furnish equipment ground kits for every switch C Fused switches 1 Furnish with fuses as indicated the Drawings a Provide fuses as specified in Section 16494 2 UL approved for field conversion from standard Class H fuse spacing to Class J fuse spacing a Ratings 100 amperes through 600 amperes at 240 volts b Ratings 30 amperes through 600 amperes at 600 volts c Provide spring reinforced and plated fuse clips D Ratings 1 horsepower rated for or DC with the rating not less than the load served 2 Current 30to 1 200 amperes 3 Voltage a 250 volts AC DC b 600 volts 30 A to 200 A 600 volts DC 4 Poles a 2 3 4 6 poles 5 UL listed short circuit ratings a 10 000 RMS symmetrical amperes when used with or protected by Class
85. evice or component C Comply with manufacturer s instructions and recommendations for installation of product in the applications indicated Anchor products securely in place accurately located and aligned with other work 3 08 ADJUSTING NOT USED 3 09 CLEANING A specified in Section 16752 3 10 DEMONSTRATION AND TRAINING A Provide system training on site by a representative of the SMS manufacturer 1 Training shall take place before the system is operational as described in the Project schedule 2 A detailed description of the training material shall be included in the submittal package 3 All training courses shall enable the attendees to be capable of all normal system operations within their respective positions a System maintenance training shall be provided detailing procedures and operations of regular and emergency maintenance to the system All levels of system training must provide a syllabus as well as the names qualifications of each person providing the training These submittals must be approved by the Owner prior to training beginning March 2014 16752 6 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16752 3 11 PROTECTION specified Section 16752 3 12 SCHEDULES USED 3 13 SYSTEM TRAINING NOT USED END OF SECTION March 2014 16752 7 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum N
86. gs 1 05 SUBMITTALS A B Furnish submittals as specified in Sections 01330 and 16050 Product data 1 Manufacturer 2 Manufacturer s specifications and description 3 Ratings a Voltage b Current c Horsepower d Short circuit rating Fused or non fused NEMA enclosure type Dimensions a Height b Width c Depth 7 Weight 8 Cross referenced to the disconnect schedule indicated the Drawings ee Shop drawings 1 Manufacturer s installation instructions Indicate application conditions and limitations of use stipulated by product testing agency specified under Quality Assurance Regulatory Requirements below b Include instructions for storage handling protection examination preparation installation and operation of product 2 Identify motor or equipment served by each switch indicate nameplate inscription Installation instructions 1 Provide anchorage instructions and requirement based on the seismic requirements at the Project Site as specified in Section 16050 and calculations a Stamped by a professional engineer registered in the state where the Project is being constructed 1 06 QUALITY ASSURANCE specified in Section 16050 B Regulatory requirements March 2014 16411 2 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16411 1 07 1 08 1 09 1 10 1 NEMA KS1 Enclosed and Miscella
87. hed drawing TS 03 pw Carollo Documents Client UT SBWRD 4650E 1 0 Deliverables Addendum No 2 Addendum No 2 ADDENDUM 2 5 2014 4650 10 7 018 This including attachments shall become part of the Contract and all provisions of the Contract shall apply thereto The time provided for completion of the Contract is not changed Bidders shall acknowledge receipt of all Addenda by number in the space provided in the Proposal CAROLLO ENGINEERS INC PE 7667716 2202 pw Carollo Documents Client UT SBWRD 4650E 1 0 Deliverables Addendum 2 Addendum No 2 docx ADDENDUM NO 2 March 5 2014 4650E10 Page 8 of 8 ATTACHMENTS pw Carollo Documents Client UT SBWRD 4650E 1 0 Deliverables Addendum No 2 Addendum No 2 SECTION 16411 DISCONNECT SWITCHES PART 1 GENERAL 1 01 SUMMARY A Section includes 1 Fusible and non fusible disconnect switches 2 Elevator Control Switch B Related sections 1 Contract Documents are complementary what is called for by one is as binding as if called for by all 2 It is the Contractor s responsibility for scheduling and coordinating the Work of subcontractors suppliers and other individuals or entities performing or furnishing any of Contractor s Work 3 following sections are related to the Work described in this Section This list of related sections is provided for convenience only and is not in
88. herwise specifically indicated on the Drawings pw Carollo Documents Client UT SBWRD 4650E 1 0 Deliverables Addendum No 2 Addendum No 2 ADDENDUM 2 4650 10 5 2014 Page 4 of 8 PLANT NEMA EXPOSED ENVIRONMENT SUPPORT AREA ENCLOSURE CONDUIT TYPE W WET MATERIALS TYPE D DAMP C CLEAN DRY X CORROSIVE H HAZARDOUS Interior of 1 12 GRC Galvanized Emergency Rigid Galvanized Steel Generator Steel Building Exterior of 4X GRC Galvanized Emergency Rigid Galvanized Steel Generator Steel Building Interior of 1 12 EMT Electrical Galvanized Training Metal Tubing Steel Fleet Facility except for the Bldg following 1 GRC for all 480v electrical distribution equipment and associate branch circuits from MCC TF 2 GRC for elevator shaft area Exterior of 4 GRC Galvanized Training Rigid Galvanized Steel Fleet Facility Steel Bldg D Specification Section 16411 Disconnect Switches 1 Replace Section 16411 with the attached Section 16411 Disconnect Switches Specification Section 16710 Fire Alarm and Smoke Detection System 1 Replace Section 16710 with the attached Section 16710 Fire Alarm and Smoke Detection System F Specification Section 16752 Electronic Access Control and Intrusion Detection 1 Replace Section 16752 with the attached Section 16752 Electronic Access Control and Intrusion Detection pw Carollo
89. his person will be authorized and will be competent to be in charge of the Project 107 DELIVERY STORAGE AND HANDLING A As specified in Section 16752 1 08 PROJECT OR SITE CONDITIONS A As specified in Section 16752 1 09 SEQUENCING NOT USED 1 10 SCHEDULING NOT USED 111 WARRANTY A As specified in Section 16752 1 12 SYSTEM START UP A March 2014 Phased testing A phased acceptance test and performance demonstration program shall be developed and documented by the Contractor and his system integrator under the direction of the SMS systems engineer 1 These requirements shall apply to all system components and software 2 Operational scenarios shall be developed and used by the Contractor to simulate the actual use of the system in the normal environment of the facility 16752 3 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16752 1 13 1 14 1 15 3 Perform the tests and document the results under the supervision and witnessing of the SMS systems engineer and Owner representative 4 The SMS systems engineer upon Owner approval reserves the right to modify the Contractor s plan or develop new operational test and evaluation procedures to effectively document system operations OWNER S INSTRUCTIONS NOT USED COMMISSIONING NOT USED MAINTENANCE NOT USED PART2 PRODUCTS 2 01 MANUFACTURERS NOT USED 2 02 EXISTING PRODUCTS NOT U
90. l LAP SPLICE UNLESS SEE DRAWINGS FOR OTHERWISE INDICATED EMBEDMENT LENGTH DAMAGED OR DEFECTIVE REINFORCING BARS ON THE DRAWINGS CONCRETE AREA SEE DRAWINGS FOR a THREAD ROD SIZE 6 12 PLAN MIN 6 ABC 12 CONSTANT DEPTH FOR 5 TYP AREA TO BE REPAIRED COAT WITH EPOXY RESIN PORTLAND CEMENT BONDING AGENT JUST NOTES BEFORE PLACING REPAIR CONCRETE SAW CUT EDGES OF AREA WHERE CONCRETE WILL BE REMOVED A MINIMUM OF 1 2 DEEP DO SECTION NOT CUT REINFORCING BARS DO NOT SAW CUT PAST OUTSIDE CORNERS CHIP OUT DAMAGED OR DEFECTIVE CONCRETE WITH HAND HELD PNEUMATIC CHIPPING GUN DO NOT CUT OR DAMAGE REINFORCING BARS IF MORE THAN 1 3 OF BAR DIAMETER IS EXPOSED REMOVING DAMAGED OR DEFECTIVE CONCRETE REMOVE ADDITIONAL CONCRETE TO A MINIMUM 1 BEHIND THE BARS CONCRETE SURFACES TO BE REPAIRED SHALL BE CLEANED AND ROUGHENED TO 1 8 AMPLITUDE SOAK CONCRETE IN REPAIR AREA WITH WATER FOR MIN 24 HOURS JUST BEFORE PLACING REPAIR CONCRETE CONCRETE IN REPAIR AREA TO BE REPAIRED SHALL BE SATURATED AND SURFACE DAMP WHEN REPAIR CONCRETE IS PLACED FOR THE REPAIR OF VERTICAL CONCRETE SURFACES SLOPE TOP SURFACE OF CHIPPED OUT TOWARD FORMS TO ALLOW AIR TO ESCAPE DURING PLACEMENT OF REPAIR NOTE NOTE INSTALLATION OF REINFORCING BARS AND ALL THREAD RODS AS INDICATED IN THE WATER CURE REPAIRED CONCRETE FOR MINIMUM OF 7 DAYS
91. located on the floor plan for each device indicating the type of device and floor on which a signal was actuated Provide individual LED indicators for a Each alarm and supervisory device b System trouble c Normal power and emergency power modes for the system d Toggle or push button switch tests the LEDs mounted on the unit 16710 7 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16710 1 Test switch does not require key operation 3 Enclosure a Finish to match FACP b Locking cover display assembly c Key and lock shall be common to all secured fire alarm system enclosures D Manual pull stations 1 Description a Double action type b Red lexan or metal enclosure c Molded raised letter operating instructions of contrasting color d Mechanically latches upon operation and remain so until manually reset by opening with a key common with the FACPs 2 Protective shield Provide a tamperproof clear lexan shield and red frame that easily fits over manual pull stations E Smoke detectors 1 In accordance with UL 268 2 Provide with the following features a Factory nameplate Serial number and type identification b Operating voltage 24 VDC nominal c Plug in arrangement Detector and associated electronic components are mounted in a module that connects to a fixed base with a twist locking plug connection 1 Base to provide break off plastic t
92. neous Distribution Switches 600 V Maximum 2 UL 98 Enclosed and Dead Front Switches C Disconnect switches shall be UL listed and labeled DELIVERY STORAGE AND HANDLING A specified in Section 16050 PROJECT OR SITE CONDITIONS specified in Section 16050 SEQUENCING A Conduct the initial fault current study as specified in Section 16305 and submit results for Engineer s review B After successful review of the initial fault current study as specified in Section 16305 submit complete equipment submittal as specified in the Submittal article of this Section for Engineer s review SCHEDULING NOT USED WARRANTY specified in Section 16050 SYSTEM START UP A specified in Section 16050 OWNER S INSTRUCTIONS NOT USED COMMISSIONING NOT USED MAINTENANCE NOT USED PART2 PRODUCTS 2 01 2 02 MANUFACTURERS A of the following or equal Schneider Electric Square D Company Eaton Cutler Hammer General Electric Siemens Appleton Crouse Hinds es EXISTING PRODUCTS NOT USED March 2014 16411 3 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16411 2 03 MATERIALS USED 2 04 MANUFACTURED UNITS NOT USED 2 05 EQUIPMENT A Switch mechanism 1 Quick make quick break heavy duty operating mechanisms a Provisions for padlocking the switch in the Off position b minimum of 90 degr
93. ng a When the Alarm Silence button is pressed all audible alarm signals turn off 6 System reset a Provide a system reset button that returns the system to its normal state b Display messages providing operator assurance of the sequential steps as they occur system shall verify all circuits or devices are restored before resetting the system to avoid the potential for re alarming the system d Should an alarm condition continue the system remains in an alarmed state 2 06 COMPONENTS A Fire alarm control panel FACP 1 Power requirements a 120 VAC input power via a dedicated circuit b Battery system 1 Provided with sufficient battery capacity to operate the entire system upon loss of normal 120 VAC power in a normal supervisory mode for a period of 60 hours with 5 minutes of alarm operation at the end of this period 2 system shall automatically transfer to battery standby upon power failure 3 Provide automatic battery charging and recharging operations 4 Supervise the system batteries so that a low battery condition or disconnection of the batteries indicates a trouble at the FACP 5 Battery Charger with battery volt meter and ammeter circuits requiring system operating power shall be 24 VDC with individual fuses at the FACP d Supervise the incoming power to the system so that any power failure will be indicated at the control unit 1 A green power LED shall be dis
94. o 2 16752 4650E10 10 28 07 04 MAR 2014 Plot Date User TDonnell ColorTable gshade ctb DesignScript Carollo 0905 PlotScale 2 1 Model Layout1 LAST SAVED BY tdonnell STRUCTURAL NOTES GENERAL NOTES STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE OTHER PROJECT DRAWINGS AND SPECIFICATIONS DRAWINGS PREPARED BY OTHER DISCIPLINES INCLUDE ANCHORS PIPE SLEEVES CONDUITS AND ITEMS TO BE EMBEDDED IN OR PASS THROUGH STRUCTURES CONFIRM SIZE AND LOCATIONS FOR ITEMS AND EQUIPMENT FURNISHED IN GENERAL EMBEDMENTS AND PENETRATIONS WITH DIAMETER LESS THAN 12 INCHES ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS UNLESS OTHERWISE NOTED OR SPECIFIED CONSTRUCTION SHALL BE AS INDICATED IN THE STRUCTURAL NOTES AND TYPICAL DETAILS TYPICAL DETAILS ARE INTENDED TO APPLY AT LOCATIONS DESCRIBED BY THEIR TITLES EVEN WHEN NOT SPECIFICALLY REFERENCED ON THE DRAWINGS TYPICAL DETAILS ARE SHOWN ON THE TS DRAWINGS VERIFY DIMENSIONS AND CONDITIONS BEFORE BEGINNING WORK IMMEDIATELY REPORT TO ENGINEER ANY DISCREPANCIES BETWEEN CONDITIONS OR DIMENSIONS AND INFORMATION SHOWN ON THESE DRAWINGS SEE ARCHITECTURAL DWGS FOR LOCATIONS AND SIZES OF DOOR AND WINDOW OPENINGS PIPING SEE MECHANICAL DRAWINGS FOR DETAILS OF PIPE PENETRATIONS AT STRUCTURES ALL BELOW GRADE PIPES INSTALLED BELOW SLABS ON GRADE SHALL BE CONCRETE ENCASED UNLESS OTHERWISE NOTED REFER TO DRAWING BY OTHER DISCIPLINES FOR CONCRETE EQUIP
95. o flash until the alarm acknowledge switch is actuated 2 Once acknowledged the LED or zone LED will be constantly illuminated until the actuating device is restored to normal and the system is reset FACP shall scan each addressable detector for its type identification to prevent inadvertent substitution of another sensor a Upon detection of a wrong device the FACP shall operate with the installed device at the default alarm settings for that sensor 2 5 percent ob Supply with an alarm silence acknowledge switch to silence the audible alarms a Should a subsequent alarm actuation of a different zone occur the alarm devices shall sound until silenced Cabinet a ULlisted lockable steel enclosure b Front access only more than a single unit is required to form a complete control unit provide matching modular unit enclosures B Software 1 2 3 4 5 Allows for loading and editing instructions and operating sequences necessary Capable of on site programming to accommodate system expansion and facilitate changes in operation Stored in a non volatile programmable memory within the fire alarm control unit Loss of primary and secondary power shall not erase the instructions stored in memory Capable of full system operation during a new configuration download C Graphic annunciator 1 2 2014 Annunciator unit addressable system a LED indicating light
96. ode NEC 3 72 National Fire Alarm Code ASTME A17 1 Safety Code for Elevators and Escalators Factory Mutual FM Park City Fire Department PCFD requirements apply Underwriters Laboratories Inc UL 1 268 Standard for Smoke Detectors for Fire Alarm Systems 268A Standard for Smoke Detectors for Duct Application 2 3 464 Standard for Audible Signal Appliances 4 1971 Standard for Signaling Devices for the Hearing Impaired 1 03 DEFINITIONS 1 As specified in Section 16050 1 04 SYSTEM DESCRIPTION A March 2014 Provide a complete non coded addressable microprocessor based fire alarm system with initiating devices notification appliances and controls and supervisory devices as indicated on the drawings but not limited to the items as shown on the drawings and as specified in this Section 1 System connections for initiating signaling circuits and notification appliance circuits shall be Class B Style 4 2 Circuit supervision Circuit faults shall be indicated by a trouble signal at the FACP Provide a distinctive audible tone and alphanumeric annunciation Coordinate and perform WORK indicated in this Section and in conjunction with WORK specified in Section 15300 to provide a complete fire alarm system installation Furnish install adjust and make operable all equipment materials tools electrical wiring conduit labor engineering drawings etc necessary for a complete fire al
97. of the system 2 Verify proper installation correct deficiencies and be present at the jobsite during final inspection by the Engineer Field tests 1 Notify the Engineer and the PCFD 8 AHJ in writing a minimum of 2 weeks before the scheduled day for the field acceptance tests 16710 12 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16710 3 08 3 09 3 10 2 Furnish the services of a field service engineer and any special tools equipment and labor to perform the tests 3 Each device and control function shall be individually witness tested and recorded a All acceptance tests shall be witnessed by and signed off by the Engineer the FASS s field engineer the installing Subcontractor and a representative of the PCFD and AHJ 4 approved Field Acceptance Test Binder shall form the basis of the documentation of the system acceptance tests a Furnish 2 certified copies of the tests ADJUSTING NOT USED CLEANING A specified in Section 16710 DEMONSTRATION AND TRAINING A specified in Section 16710 B Training 1 Provide the services of a factory authorized service representative to demonstrate the system and train Owner s maintenance personnel a Train Owner s maintenance personnel in the procedures and schedules involved in operating troubleshooting servicing and maintaining the system Provide a minimum of 4 hours training 3 11 PROT
98. on requirements software and firmware versions and operational details of all equipment 2 Alternate or as equal products submitted under this contract must provide a detailed line by line comparison of how the submitted product meets exceeds or does not comply with this Specification C Shop drawings 1 Working plans sealed by a Professional Engineer registered the State of Utah experience in the design of fire alarm systems 2 Fire detection system block diagram including interconnection with fire sprinkler flow switches and valves a Fire detection functions and control interconnections for each building as described in this Section and as indicated on the drawings but not limited to the fire alarm system items as shown on the drawings b FACP layout schematic and wiring diagrams panel displays and LED arrangement c Detection device type features and setpoints d Number and size of wires type of wire insulation required for devices specified and conduit size for proposed circuits 3 gt System power and battery charts with performance graphs and voltage drop calculations to assure that system will operate per the specified backup time periods and under all voltage conditions per UL and NFPA standards 4 reports indicating satisfactory completion of required tests and inspections 5 System layout on floor plan drawings drawn to scale using AutoCad software 6 Location diagrams for all ventilation
99. played continuously while incoming power is present 2 shall sound a trouble signal at loss of primary power and to indicate when the system is operating on battery power 2 Alphanumeric display and system controls a Include an LCD display to indicate alarm supervisory and component status messages and include a keypad for use in entering and executing control commands b Display battery voltage and amperage readouts on LCD display 3 Remote unit interface supervised serial communication channel for control and monitoring of remotely located annunciators transponders and panels 4 System supervision Component or power supply failure places system trouble mode March 2014 16710 6 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16710 Distributed module operation Capable of allowing remote location of the following modules through a supervised serial communications channel a Addressable signaling line circuits b Initiating device circuits c Notification appliance circuits d Auxiliary control circuits e Graphic annunciator LED switch control modules Group actuating devices together in zones represented by zone light emitting diodes LED a Provide provisions for supervised zone remote annunciator outputs b Actuation of a UL approved alarm initiating device shall cause the respective red alarm LED to flash 1 This LED should continue t
100. rnished with drain and breather kit when used in outdoor applications 16411 5 4650 10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16411 2 08 MIXES USED 2 09 FABRICATION USED 2 10 FINISHES NOT USED 2 11 SOURCE QUALITY CONTROL NOT USED PART3 EXECUTION 3 01 EXAMINATION NOT USED 3 02 PREPARATION NOT USED 3 03 INSTALLATION A specified in Section 16050 Install the equipment in accordance with the accepted installation instructions and anchorage details to meet the seismic and wind load requirements at the Project site C General 1 Use Myers hubs or bolt on hubs for all conduit penetrations on NEMA Type 12 Type 4 and Type 4X enclosures 2 Provide all mounting brackets stands supports and hardware as required a Match finish and materials for all brackets stands and hardware with the switch installed b Provide adequate supporting pillar s for disconnect switches in accordance with the approved seismic calculations and locate aboveground or above decks where there is no structural wall or surface for box 3 When possible mount switches rigidly to exposed building structure or equipment structural members a For NEMA Type 4 4X locations maintain a minimum of 7 8 inch air space between the enclosure and supporting surface b When mounting on preformed channel position channel vertically so that water may freely
101. rs and other individuals or entities performing or furnishing any of Contractor s Work 3 following sections are related to the Work described in this Section This list of related sections is provided for convenience only and is not intended to excuse or otherwise diminish the duty of the Contractor to see that the completed Work complies accurately with the Contract Documents Section 01330 Submittal Procedures Section 01782 Operation and Maintenance Data Section 14240 Hydraulic Elevators Section 15300 Fire Sprinkler System Section 16050 Common Work Results for Electrical Section 16123 600 Volt or Less Wires and Cables Section 1641 1 Disconnect Switches Utilize a single Fire Alarm System Supplier FASS to design furnish and install all materials equipment labor and services required to achieve a fully integrated and operational fire alarm system in complete compliance with the NFPA Class and Style specified D Coordinate the fire alarm system with related equipment and materials furnished under other sections of these Specifications 1 02 REFERENCES specified in Section 16050 Global FM C National Fire Protection Association NFPA 1 13 Standards for the Installation of Sprinkler Systems March 2014 16710 1 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16710 m og T 2 70 National Electric C
102. run behind the enclosure 4 Provide a nameplate for each disconnect switch a Provide per requirements specified in Section 16075 b Identify voltage circuit fuse size and equipment served on the nameplate 3 04 ERECTION INSTALLATION APPLICATION CONSTRUCTION NOT USED 3 05 REPAIR RESTORATION NOT USED 3 06 RE INSTALLATION NOT USED 3 07 FIELD QUALITY CONTROL specified in Section 16050 March 2014 16411 6 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16411 3 08 ADJUSTING NOT USED 3 09 CLEANING A specified in Section 16050 3 10 DEMONSTRATION AND TRAINING NOT USED 311 PROTECTION specified in Section 16050 3 12 SCHEDULES NOT USED END OF SECTION March 2014 16411 7 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16411 4650E10 SECTION 16710 FIRE ALARM AND SMOKE DETECTION SYSTEM PART1 GENERAL 1 01 SUMMARY A Section includes requirements for 1 Design supply and installation of a complete conventional type fire alarm system including a Initiating devices b Notification appliances c Controls d Supervisory devices e Software B Related sections 1 Contract Documents are complementary what is called for by one is as binding as if called for by all 2 Itis Contractor s responsibility for scheduling and coordinating the Work of subcontractors supplie
103. s this project with a satisfactory performance record Installation to be supervised by NICET Level II Technician F Fire alarm systems shall be UL approved 1 07 DELIVERY STORAGE AND HANDLING specified in Section 16050 1 08 PROJECT OR SITE CONDITIONS specified in Section 16050 1 09 SEQUENCING A Submit plans to PCFD 8 AHJ for approval Make submittals including PCFD 8 approval to the Engineer 1 10 SCHEDULING NOT USED 111 WARRANTY specified in Section 16050 1 12 SYSTEM START UP specified in Section 16050 113 OWNER S INSTRUCTIONS NOT USED March 2014 16710 4 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16710 1 14 COMMISSIONING USED 1 15 MAINTENANCE A Furnish service and maintenance of fire alarm system for 1 year from date of Substantial Completion B Renewal of maintenance service contract No later than 60 days before the expiration of the maintenance service contract deliver to the Owner a proposal to provide contract maintenance and repair services for an additional 1 year term Owner is under no obligation to accept maintenance service contract renewal proposal PART 2 PRODUCTS 2 01 MANUFACTURERS A Fire alarm and smoke detection systems of the following or equal 1 Siemens 2 Simplex Grinnell 3 Honeywell Incorporated 4 Notifier 5 ADT Security System 6 General Electric 2 02
104. single Form contact rated at 7A at 28 VDC or 10 at 120 VAC This auxiliary relay output shall be fully programmable an auxiliary alarm relay with 2 Form contacts rated at at 28 VDC or 1 2A at 120 VAC resistive 1 Auxiliary relay operates when the detector reaches its alarm threshold Compact duct housing a Transparent cover to monitor for the presence of smoke 1 Secured to housing by means of 4 captive fastening screws Duct housing a Provide 2 test ports for measuring airflow and for testing 1 Ports will allow aerosol injection in order to test the activation of the duct smoke detector b Provide a magnetic test area c Redsensor status LED For maintenance purposes it shall be possible to clean the duct housing sampling tubes by accessing them through the duct housing front cover Remote test station with an alarm LED and test switch Where indicated provide a NEMA 4X weatherproof duct housing enclosure Maintain circulation of conditioned air around the internally mounted addressable duct sensor housing to keep the sensor housing at its rated temperature range UL Listed to Standard 268A Detectors to provide a trouble signal to the FACP when the detector has reached its limit to compensate for environmental changes G Heat detectors 1 2 3 Provide heat fire detectors as required by the AHJ UL listed and FM approved Provide end of line resistors as required H Addressable alarm notifi
105. sul between metal 2 furring covered with foil backed gyp bd Typ at Ext Walls see spec In lieu of foil backed gyp board an alternate Class vapor retarder with gyp board will be acceptable Submit proposed alternate vapor retarder with manufacturer certified testing for Engineer approval E Drawing TF A 02 sheet 21 of 106 1 Keynote 2 should read as follws 3 Wall insulation system 2 1 2 rigid foam insul between metal z furring covered with foil backed gyp bd Typ at Ext Walls see spec In lieu of foil backed gyp board an alternate Class vapor retarder with gyp board will be acceptable Submit proposed alternate vapor retarder with manufacturer certified testing for Engineer approval F Drawing TF A 05 sheet 24 of 106 Detail G 1 The light fixtures in the ceiling shown in the stairwells on both sides of the building are to be wall mounted fixtures See TF E 03 and TF E 04 for more information G Drawing TF A 06 sheet 25 of 106 Keynote 7 1 Keynote 7 should read Ceramic wall tile color accent band pw Carollo Documents Client UT SBWRD 4650E 1 0 Deliverables Addendum No 2 Addendum No 2 ADDENDUM NO 2 March 5 2014 4650E10 Page 6 of 8 H Drawing TF S 08 sheet 35 of 106 1 Replace the drawing with the attached drawing TF S 08 Drawing TF M 03 sheet 55 of 106 1 Detail A PW and Fire Sprinkler Riser Schematic General Notes Add General Note 5 to read as follows 5 Provide
106. tended to excuse or otherwise diminish the duty of the Contractor to see that the completed Work complies accurately with the Contract Documents Section 01330 Submittal Procedures Section 16050 Common Work Results for Electrical Section 16075 Electrical Identification Section 16305 Electrical System Studies Section 16494 Low Voltage Fuses 1 02 REFERENCES A specified in Section 16050 B Underwriters Laboratories Inc UL 1 20 General Use Snap Switches 2 98 Enclosed and Dead Front Switches 3 508 Standard for Industrial Control Equipment National Electric Manufacturer s Association NEMA 1 250 Enclosures for Electrical Equipment 2 KS 1 2001 Enclosed and Miscellaneous Distribution Equipment Switches 600 Volts Maximum 1 03 DEFINITIONS A specified in Section 16050 B Specific definitions 1 Safety switches and disconnect switches are be considered synonymous March 2014 16411 1 4650E10 pw Carollo Documents Client UT SBWRD 4650E 10 SpecificationsDeliverables Addendum No 2 16411 104 SYSTEM DESCRIPTION A C Provide heavy duty type disconnect switches as indicated on the Drawings and specified in the Contract Documents Provide disconnect switches with the number of poles voltage current short circuit and horsepower ratings as required by the load and the power system Provide local horsepower rated disconnect switch as indicated on the Drawin
107. to be supervised Device location indicating lights Locate in the public space immediately adjacent to the device Wiring 1 System wiring Installed in accordance with the appropriate articles from the 2011 edition of NEC 70 2 Color coding Color code fire alarm conductors differently from the normal building power wiring b Use 1 color code for alarm initiating device circuits wiring and a different color code for supervisory circuits c Color code notification appliance circuits differently from alarm initiating circuits d Paint fire alarm system conduits junction boxes and covers red e Circuit that provides power to the FACP shall have a red marking and be identified as FIRE ALARM CIRCUIT in accordance with NFPA 72 3 Risers Install at least 2 vertical cable risers to serve the fire alarm system b Separate risers in close proximity to each other in accordance with NFPA 72 with a minimum 2 hour rated cable assembly so the loss of 1 riser does not prevent the receipt or transmission of signal from other floors or zones ERECTION INSTALLATION APPLICATION CONSTRUCTION NOT USED REPAIR RESTORATION NOT USED RE INSTALLATION NOT USED FIELD QUALITY CONTROL As specified in Section 16050 Manufacturer s field services Provide services of a factory authorized service representative to 1 Supervise the field assembly and connection of components and the testing testing and adjustment

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