Loading...
HomeMy WebLinkAboutM801 DETAILSWIDTH OF EQUIPMENT OR 30" MIN. FLEXIBLE DUCT S.A. 1 r----------- I PLENUM AIR I FILTER PROVIDE INLET ATTENUATOR WHERE NOTED FAN POWERED TAB V NO SCALE RELEASED FOR CONSTRUCTION Subject t6 compliance with all regulations of State and Local Codes City of Cannel (� �VT�L1lEw3Ci1,DML REHEAT COIL ALINED DISCHARGE DUCTWORK >'7flGC �<Yd1uIGIluLEdu�l FAN FAN POWERED TERMINAL AIR BOX DOUBLE 9116" DIA. BOLT HOLES LOWER PORTION OF DUCT SUPPORT SHOWN IN POSITION. 9116" DIA. x 8" LONG SLOT 1/2" CIA. ZINC -PLATED BOLT, NUT AND WASHERS (TYPU o-0® NOMINAL4x2 CHANNEL, 10 GA, PAINT c GRIP GALVANIZED, BENT PLATE DUCTWORK SUPPORT. CONTINUOUS WELDED. SPRAY ALL WELDS AND HOLES WITH COLD GALVANIZING. (TYP.) x INSULATION AND PREFABRICATED EQUIPMENT SUPPORT CURB. VERIFY ROOFING MATERIAL AND PROVIDE WITH OR WITHOUT CANTAS REQUIRED. NEW CURBS SHALL NOT PREVENT WATER ON ROOF FROM DRAINING TO EXISTING ROOF DRAIN. NOTES: 1. MAINTAIN THE TOP OF THE GUSSET JUST BELOW THE SLOT AND AT A 450 ANGLE. AS THE SUPPORT HEIGHT INCREASES, AND THE GUSSET MEET IN THE MIDDLE OF THE BASE, PROVIDE ONE DIAGONAL BRACE BETWEEN THE VERTICAL LEGS. 2. DUCT ROOF SUPPORT SHALL BE RATED FOR 30 PSF SNOW LOAD AND 20 PSF WIND LOAD. 3. PAINT RAIN COVER AND DUCT SUPPORTS TO MATCH DUCT. 4. CROSS BRACE SUPPORTS AS INDICATED ON THE PLAN. CROSS BRACING SHALL BE INSTALLED FROM BASE OF SUPPORT TO TOP OF THE ADJACENT SUPPORT TO LIMIT LATERAL MOVEMENT. MINIMUM 18 GAUGE, G90 PAINT GRIP GALVANIZED RAIN CAP OVER DUCT. FIELD OR FACTORY PAINT ALL ROOF MOUNTED DUCTWORK AND SUPPORTS WITH PPG DURANAR COATING WITH COLOR AS SELECTED BY ARCHITECT. 10 GA PAINT GRIP GALVANIZED BENT PLATE BAND ABOVE DUCT. WELD BOTTOM BAND TO TOP OF CHANNELS. 4"HIGH AT CENTERLINE OF DUCT. PROVIDE TAPERED ROOF INSULATION TO MATCH DUCT CAP. I � I II I� / 450 GUSSET ON EACH SIDE. SEE NOTE 1. 3/8" ZINC -PLATED LAG SCREWS. (TYPU AT VERTICAL LEG 12" O.C. (MAX.) BOTTOM OF SLOT 12" MIN.. 36" MAX. (NOTE 1) TOP OF CURB 12" MIN. ROOF CUTTING AND PATCHING SHALL BE PERFORMED BYA CERTIFIED CONTRACTOR TO MAINTAIN EXISTING ROOF WARRANTY. DUCT ROOF SUPPORT DETAIL (RECTANGULAR FLASH ROOF MEMBRANE TO CURB. (NOTE 1) ROOF DECK ROOF DECK PREFAB CURB WITH WOOD NAILER. DAMPER MOD. TAB Al AIRFLOW VELOCITY AND STATIC SENSOR w, PRIMARY AIR FROM ZONE CONDITIONING AHU PI PRESSUREINDEPENDENT TERMINAL AIR BOX (TAB) HIGH GRADE SEALANT SHEETMETAL SCREWS 6" ON CENTERS. CADMIUM PLATED LAG SCREWS 6" ON CENTERS IT ABOVE TOP OF INSULATION. ROOF & ROOFING. DUCTWORK NOTES: 1. ALL ROOF FLASHING SHALL BE PER ROOF MANUFACTURER'S RECOMMENDATIONS. DUCT ROOF PENETRATION J NO SCALE ACTUATOR V AIRTEMP SUPPLY AIR AI WALL MTD 0 � TEMP SENSOR • FMCS TAB CONTROLLER SHALL MODULATE THE TAB DAMPER AND TAB ELECTRIC REHEAT COIL TO MAINTAIN SPACE TEMPERATURE OF 72-F (ADJ.) WITH 5-F (ADJ.) DEAD BAND BASED ON A SIGNAL FROM A WALL MOUNTED TEMPERATURE SENSOR. SEE DRAWINGS FOR TEMPERATURE SENSOR REQUIREMENTS. SPACES WITH ADJUSTABLE THERMOSTATS WILL ALLOW A+/- 3°F (ADJ.) OFFSET FROM THE DDC SETPOINT. AT FULL COOLING, THE TAB SHALL BE OPEN TO MAXIMUM CFM POSITION. THE REHEAT COIL SHALL BE DE -ENERGIZED. UPON A FALL IN SPACE TEMPERATURE, THE TAB SHALL MODULATE CLOSED UNTIL SPACE SETPOINT IS MAINTAINED, OR UNTIL IT REACHES ITS MINIMUM SCHEDULED CFM POSITION PER THE TAB SCHEDULE. THE REHEAT COIL SHALL REMAIN DE -ENERGIZED. UPON A FURTHER FALL IN SPACE TEMPERATURE, THE ELECTRIC REHEAT COIL AND TAB SHALL MODULATE OPEN IN UNISON TO MAINTAIN SPACE SETPOINT UNTIL TAB AIR FLOW REACHES ITS MAXIMUM HEATING SETTING. • THE FMCS SHALL UTILIZE OUTPUT FROM ALL TERMINAL AIR BOX POSITIONS TO RESET THE SUPPLY DUCT DIFFERENTIAL STATIC PRESSURE. ALARMS. INTERLOCKS & SAFETIES: • SEND AN ALARM TO THE FMCS OPERATOR INTERFACE IF THE SPACE TEMPERATURE IS MORE THAN 10-F (ADJ.) ABOVE OR BELOW SETPOINT. • IF THE HIGH TEMPERATURE SAFETY DEVICE EXCEEDS MANUFACTURER'S SETPOINT, AN ALARM SHALL BE SENT TO THE OPERATOR INTERFACE. TAB CONTROL W/ ELECTRIC REHEAT an TAB-X *IMEG o� a wIr euan,,d n OAMERICAN M■ STRUCTUREPOINT INC 7260 sManlana ehtian I IManapoN, Indiana M236 TEL 317.M7.R60 I FI1I317.393.0270 wxw.mu manooim.oan *IMEG 8900 KEYSTONE XING PH: 317.848.5045 SUITE 210 FAX 317.844.2201 INDIANAPOLIS, IN www.imegeorp.com 46240 GEICO CORPORATE FIRST FLOOR RENOVATION PHASE 3 101 W. 103RD ST. INDIANAPOLIS, IN 46290 ' 4Z�/' No. `En' PE10505421 ' STATEOF j l o11ONAV IL1"°°°�06/14/19 CERTIFIED BY ISSUANCE INDEX DATE: 06/14/19 PROJECT PHASE: CONSTRUCTION DOCUMENTS PHASE 3 REVISION SCHEDULE NO. DESCRIPTION DATE 1 ADDENDUM 1 07-12-2019 2 ADDENDUM 2 07-17-2019 Project Number 18002480.01 DETAILS DATE: 09/24/19 MEG CORP RESERVES PROPRIETARY VPL PNC PARTCPATION OFII LORD. ®M1811 CORP. REFERENCE SCALE IN INCH M 801