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HomeMy WebLinkAbout16041 Fleming Labs SSD WP Via Email April 26, 2017 NC DEQ - Brownfields Program 1314 Mallard Ridge Tega Cay, SC 29708 Attention: Ms. Carolyn Minnich Re: Sub-Slab Depressurization Design Fleming Laboratories Charlotte, North Carolina DEQ Brownfields Project No. 16041-12-060 H&H Project No. FMG-005 Dear Carolyn, As requested in our telephone conversation earlier this week, Hart & Hickman, PC (H&H) is providing the attached sub-slab depressurization (SSD) design for the existing Fleming Laboratories building located at 2215 Thrift Road in Charlotte, North Carolina (Brownfields # 16041-12-060). Indoor air samples were collected on September 13, 2016 in accordance with our approved August 31, 2016 Indoor Air Sampling Work Plan, Revision 1. Chlorinated volatile organic compounds exceeded industrial screening levels (see attached summary table and lab sheets). We discussed these data via conference call with you, Sandra Mort, and Caroline Edwards on October 4, 2017. In that call, we noted that there are no women of child bearing age in the facility, and we agreed that a SSD system was warranted. The February 20, 2017 SSD design document is attached. This design was prepared by Clean Vapor LLC, a nationally-recognized vapor intrusion mitigation specialist. The design was slightly modified as described the attached one page document dated April 12, 2017. H&H is proposing to oversee installation of this SSD system. After system installation, H&H will check for the presence of vacuum under the slab at our previously installed vapor pin locations as evidence that the system is working. Ms. Carolyn Minnich April 26, 2017 Page 2 S:\AAA-Master Projects\Fleming Labs (FMG)\FMG-005 SSD Installation\SSD Work Plan\Fleming SSD WP.doc We look forward to your approval of this design. If you have any questions or comments, please do not hesitate to contact me. Very truly yours, Hart & Hickman, PC Matt Bramblett, PE Principal Attachments Cc: Mr. George Fleming (via email) Table 1 Summary of Indoor Air Analytical Data Fleming Laboratories Charlotte, North Carolina H&H Job No. FMG-004 Sample ID IAS-1 IAS-2 IAS-3 IAS-4 IAS-5 BS-1 Sample Date 9/13/2016 9/13/2016 9/13/2016 9/13/2016 9/13/2016 9/13/2016 Units (ug/m3) (ug/m 3) (ug/m 3) (ug/m 3) (ug/m 3) (ug/m 3) (ug/m 3) VOCs (TO-15) Carbon Tetrachloride 0.41 0.42 0.44 0.44 0.46 0.41 2.04 Chloroform 0.82 2.3 0.66 0.56 0.57 0.12 J 0.53 1,1-Dichloroethane 0.21 0.16 0.24 0.16 0.16 <0.14 7.67 1,2-Dichloroethane 0.14 J 0.062 J 0.045 J <0.14 <0.14 <0.14 0.472 1,1-Dichloroethylene 2.4 1.6 2.2 1.5 1.6 <0.14 175 cis-1,2-Dichloroethylene 3.2 1.9 2.9 2.0 2.1 <0.14 NS trans-1,2-Dichloroethylene <0.14 <0.14 <0.14 <0.14 <0.14 <0.14 NS 1,2-Dichloropropane 0.45 0.34 0.49 0.33 0.35 <0.16 1.23 Tetrachloroethylene 100 45 60 46 46 0.20 J 35.0 Trichloroethylene 13 6.7 9.2 6.8 6.8 <0.19 1.75 Vinyl Chloride <0.090 <0.090 <0.090 <0.090 <0.090 <0.090 2.79 Notes: VOCs = volatile organic compounds J = denotes that the concentration detected is above the method detection limit, but below the reporting limit; therefore, the value is estimated. NS = screening criteria not specified; µg/m3 = micro grams per cubic meter DWM Non- Residential IASL1 1) NC Department of Environmental Quality (DEQ) Divison of Waste Management Non-Residential Indoor Air Screening Levels at 1*10-6 (March 2016) Bold values indicate exceedances of DWM Non-Residential IASL \\hhfs01.harthickman.local\masterfiles\AAA-Master Projects\Fleming Labs (FMG)\FMG-004 Brownfields Agreement\VI Report\Vapor Data.xls 9/26/2016 Table 1 (Page 1 of 1) Hart & Hickman, PC TMW-2 TMW-1 T H R I F T R O A D JAY S T R E E T GRAVEL PARKING IAS-5 IAS-4 IAS-3 IAS-2 IAS-1 BS-1 JOB NO. FMG-004 REVISION NO. 0DATE: 9-26-16 FIGURE NO. 3 LEGEND SUBJECT PROPERTY BOUNDARY TEMPORARY MONITORING WELL LOCATION INDOOR AIR SAMPLE LOCATION AMBIENT AIR SAMPLE LOCATION FLEMING LABORATORIES 2215 THRIFT ROAD CHARLOTTE, NORTH CAROLINA INDOOR AIR SAMPLE LOCATION MAP 2923 South Tryon Street-Suite 100 Charlotte, North Carolina 28203 704-586-0007(p) 704-586-0373(f) License # C-1269 / #C-245 Geology FLEMING (OPERATING) PACKING ROOM WAREHOUSE OFFICE AREA S:\ A A A - M a s t e r P r o j e c t s \ F l e m i n g L a b s ( F M G ) \ F M G - 0 0 4 B r o w n f i e l d s A g r e e m e n t \ F i g u r e s \ F i g u r e s . d w g , F I G 3 , 9 / 2 6 / 2 0 1 6 3 : 2 8 : 4 4 P M , z b a r l o w Page 1 of 16 Page 2 of 16 Page 3 of 16 Page 4 of 16 Page 5 of 16 Page 6 of 16 Page 7 of 16 Page 8 of 16 Page 9 of 16 Page 10 of 16 Page 11 of 16 Page 12 of 16 Page 13 of 16 Page 14 of 16 Page 15 of 16 Page 16 of 16 148 Route 94, P.O. Box 688, Blairstown, NJ 07825 / Voice 908.362.5616 / Fax 908.362.5433 VAPOR INTRUSION MITIGATION SYSTEM PLAN DESIGN for: Fleming Laboratories 2215 Thrift Road, Charlotte, North Carolina Prepared for: Mr. Kevin Slaughter Hart Hickman 2923 South Tyron Street, Suite 100 Charlotte, North Carolina 28203 Prepared by: Mr. Thomas E. Hatton NRPP 104705 Clean Vapor, LLC 148 Route 94 P.O. Box 688 Blairstown, NJ 07825 February 20, 2017 www.cleanvapor.com Page 2 of 33 Table of Contents Table of Contents .......................................................................................................................... 2 1.0 Introduction ........................................................................................................................ 3 2.0 System Design and Installation ......................................................................................... 9 3.0 General Installation Notes ............................................................................................... 15 4.0 System Materials .............................................................................................................. 15 5.0 Administrative and Final Report ................................................................................... 16 6.0 Pictures.............................................................................................................................. 18 Appendix A –Drawings Appendix B – Equipment Cut Sheets www.cleanvapor.com Page 3 of 33 1.0 Introduction 1.1 Background Clean Vapor, LLC (Clean Vapor) was retained by Hart Hickman to conduct a building investigation, diagnostic testing, and prepare a vapor intrusion mitigation system (VIMS) design for Fleming Laboratories at 2215 Thrift Road, Charlotte, North Carolina. The building is approximately 14,700 square feet and is mostly open warehouse space with the offices in the northwest corner. The floor slab is at an elevation that is approximately four to five feet above the parking areas that surround the building. The exterior walls are masonry blocks with a brick exterior. The wood roof is supported by a steel column truss system where the columns are 20 feet x 40 feet on center. The roof construction is three abutted large arched steel truss sections with wood rafters that are perpendicular to the steel trusses. The heat in the warehouse is supplied by roof mounted gas heaters. The office area has an HVAC duct system for heat and air conditioning. Building of Concern The proposed VIMS has been designed to create a negative pressure field (relative to typical building pressures at the time of diagnostic testing) under the slab of the building, in the areas identified on the above figure, so that sub slab vapors will be unlikely to migrate upward into the building. Clean Vapor’s design consists of specifications and drawings that provide details for construction of a Sub Slab Depressurization System (SSDS). If installed, operated and maintained per specifications, the SSDS will be able to maintain negative sub slab pressures under reasonably anticipated conditions and prevent soil borne vapors from entering into the building. The goal of the system is to create a sub slab negative pressure field with a minimum vacuum field of -0.004 inches of water column ("w.c.). Because of the building’s volume, vertical profile, low permeable soils and barrel trussed roof area, a feature that amplifies the convective transfer of wind driven pressure differentials, response driven dynamic controls have been integrated into this design. Dynamic Controls provide significant power savings, real-time www.cleanvapor.com Page 4 of 33 monitoring of the system and reduce the long term Operation, Maintenance and Monitoring (OM&M) cost of operating the system. The information in this report including text, photographs and diagrams shall be considered to be the intellectual property of Clean Vapor, LLC and is intended to facilitate the vapor intrusion mitigation of 2215 Thrift Road, Charlotte, North Carolina. Any reproduction of the content of this report in part or total for any other purpose is prohibited without the written consent of Clean Vapor, LLC. Copyright © 2017 Clean Vapor, LLC. 1.2 Diagnostic Procedures In accordance with the accepted design proposal and plan for diagnostics dated October 26, 2016, a building investigation and diagnostic testing was performed on January 20, 2017. Two (2) 2 5/8-inch diagnostic suction hole(s) were drilled through the floor slab and approximately five gallons of soil removed from each hole. There were three other suction holes that were existing from a previous investigation. In total, there were five holes from which pressure field extension tests were conducted. A calibrated shop vacuum was used to apply vacuum to the sub slab material to simulate vacuum fields. Smaller test holes were drilled on a x and y axis throughout the areas within the suction holes’ radii of influence. The motor speed of the vacuum was varied to develop a performance curve that would enable us to project the radius of influence and airflow characteristics of different blowers. Static vacuum and airflow measurements were conducted at the suction holes. A micro-manometer was used to measure pressure differentials at the remote test holes. A vane anemometer was used to measure airflow that was yielded from the sub slab. The acquired data has been interpolated to make reasonable assumptions to predict pressure field extension and airflow. Baseline pressure differential measurements were collected to establish building pressures relative to the sub slab material. The results of vacuum field extension testing are shown in the Diagnostic Data section of this report. Pictures of the vacuum field extension testing being performed can also be seen in the pictures section and relevant points from testing are shown on a sheet in the attached drawings. 1.3 Diagnostic Data Test hole locations can be found in the attached drawings. All distances are in feet and vacuum measurements in inches of water column. The table title shows the projected radius of influence (in feet) and the approximate applied vacuum (in inches of water column) required to produce that radius. This Space Intentionally Left Blank www.cleanvapor.com Page 5 of 33 1.3.1 Test Suction Point #1 Vacuum Applied (''wc): Baseline -37.2 -30 -23 Airflow (cfm): - 18.5 16.3 14.8 Test Hole # Distance (ft.) V 1' +0.0011 >-5.0000 -4.5700 -3.2800 T-1 10' +0.0016 -1.8860 -1.5840 -1.2630 T-2 20' +0.0021 -0.0309 -0.0234 -0.0245 T-3 30' +0.0019 -0.0056 -0.0041 -0.0065 T-4 40' +0.0040 -0.0079 -0.0083 -0.0035 T-5 10' +0.0090 -0.0545 -0.0248 -0.0585 T-6 20' +0.0003 -0.0278 -0.0438 -0.0340 T-7 30' +0.0053 +0.0043 +0.0041 +0.0071 T-8 40' +0.0011 +0.0001 +0.0006 +0.0010 T-9 10' +0.0009 -1.8550 -0.1751 -1.3760 T-10 20' +0.0013 -0.0468 -0.1391 -0.0468 T-11 30' +0.0125 +0.0008 -0.0014 +0.0004 T-12 40' +0.0010 +0.0008 +0.0028 +0.0002 T-13 10' +0.0013 0.0326 -0.0441 -0.0099 T-14 20' +0.0010 +0.0004 +0.0008 +0.0001 T-15 30' +0.0002 +0.0002 +0.0043 +0.0002 T-16 40' +0.0006 +0.0145 +0.0025 +0.0035 T-44 50' +0.0005 -0.0051 -0.0011 +0.0082 1.3.2 Test Suction Point #2 Vacuum Applied (''wc): Baseline -35.12 -30 -25 Airflow (cfm): - 19.5 18.5 18.4 Test Hole # Distance (ft.) V-2 1' +0.0011 -4.2100 -3.4200 -0.4170 T-17 10' +0.0012 -0.0239 -0.1578 -0.1798 T-18 20' +0.0076 -0.1166 -0.1065 -0.0776 T-19 30' +0.0048 -0.0257 -0.0206 -0.0213 T-20 10' +0.0072 -1.1920 -1.0400 -0.7340 T-21 20' +0.0006 -0.0039 -0.0157 -0.0164 T-22 30' +0.0061 -0.0151 -0.0153 -0.0144 T-23 40' +0.0009 -0.0094 -0.0256 -0.0106 T-1 36' +0.0016 -0.0266 -0.0199 -0.0198 T-2 28' +0.0021 -0.0345 -0.0318 -0.0277 T-3 24' +0.0019 -0.0617 -0.0577 -0.0477 T-4 21' +0.0040 -0.0138 -0.0031 -0.0018 T- 19 29' +0.0048 -0.0673 -0.0684 -0.0262 T-44 25' +0.0005 -0.0097 -0.0124 -0.0076 www.cleanvapor.com Page 6 of 33 1.3.3 Test Suction Point #3 Vacuum Applied (''wc): Baseline -8.51 -4.04 -2.51 Airflow (cfm): - 114.3 69.8 59.5 Test Hole # Distance (ft.) V 1' +0.0017 -1.5800 -0.7330 -0.4680 T-24 10' +0.0019 -0.1422 -0.0761 -0.0523 T-25 20' +0.0022 -0.1092 -0.0634 -0.0424 T-26 30' +0.0021 -0.0933 -0.0538 -0.0369 T-27 10' +0.0012 -0.4640 -0.2320 -0.1548 T-28 20' +0.0001 -0.0760 -0.0268 -0.0282 T-29 30' +0.0008 +0.0003 +0.0003 +0.0003 T-30 40' +0.0009 +0.0002 +0.0008 +0.0016 T-31 10' +0.0010 -0.3110 -0.1568 -0.1074 T-32 20' +0.0009 -0.0538 -0.0293 -0.0202 T-33 28' +0.0010 -0.0408 -0.0234 -0.0159 T-43 71' +0.0016 -0.0303 -0.0174 -0.0124 T-56 97' +0.0023 +0.0000 +0.0004 +0.0001 1.3.4 Test Suction Point #4 Vacuum Applied (''wc): Baseline -33.75 -20 -10 -5 Airflow (cfm): - 19.1 16.7 12.9 10.3 Test Hole # Distance (ft.) V 1' +0.0018 -18.83 -1.2170 -0.7860 -3.4800 T-34 10' +0.0047 -0.3420 -0.2200 -0.1313 -0.0637 T-35 20' +0.0034 -0.1059 -0.0957 -0.0589 -0.0287 T-36 30' +0.0037 -0.0042 -0.0018 -0.0011 +0.0013 T-37 40' +0.0011 -0.0044 -0.0014 +0.0471 +0.0009 T-38 10' +0.0024 -0.0490 -0.0322 -0.0182 -0.0084 T-39 20' +0.0013 -0.0026 -0.0009 -0.0014 +0.0001 T-40 30' +0.0016 -0.0018 -0.0007 -0.0008 +0.0011 T-41 10' +0.0015 -0.0121 -0.0081 -0.0038 -0.0018 T-42 20' +0.0027 -0.3340 -0.2230 -0.1259 -0.0590 T-43 30' +0.0016 +0.0004 +0.0009 +0.0018 +0.0013 T-56 29' +0.0023 -0.0123 -0.0016 -0.0001 -0.0018 T-57 38' +0.0028 -0.0108 -0.0057 -0.0027 +0.0001 www.cleanvapor.com Page 7 of 33 1.3.5 Test Suction Point #5 Vacuum Applied (''wc): Baseline -35.94 -30.0 -23.0 Airflow (cfm): - 19.4 18.2 17.5 Test Hole # Distance (ft.) T-19 3' +0.0048 -16.6200 -14.9100 -12.0200 T-18 10' +0.0076 -2.8100 -2.7000 -1.7820 T-17 21' +0.0012 -0.0109 -0.0017 -0.0009 T-20 32' +0.0072 -0.0155 -0.0120 -0.0096 T-21 35' +0.0006 -0.0033 -0.0013 -0.0007 T-22 39' +0.0061 -0.0045 -0.0052 -0.0008 T-23 41' +0.0009 -0.0036 -0.0151 -0.0021 T-4 11' +0.0040 -0.0087 -0.1974 -0.1878 T-3 15' +0.0019 -0.0799 -0.0708 -0.0547 T-2 23' +0.0021 -0.0104 -0.0097 -0.0081 T-1 32' +0.0016 -0.0088 -0.0096 -0.0047 T-44 13' +0.0005 -0.0620 -0.0514 -0.0400 1.4 Diagnostic Data 1.4.1 Indoor to Outdoor Pressure Differentials Below are the indoor to outdoor pressure differential measurements. All of the exterior doors were closed. No mechanical depressurization devices such as exhaust fans were running while these measurements were made. Each measurement listed below is a ten second average. During the tests that occurred on January 20, 2017, the outdoor temperature was 55˚F, the winds were at 7 mph from the southeast and the barometer 29.88" Hg. Differential Pressure Readings "w.c. Indoor to Outdoor Air 55˚F Wind Speed 7 mph Southeast Diff # 1 Diff # 2 Diff # 3 Diff # 4 1 +0.0025 0.0000 +0.0004 -0.0085 2 -0.0010 -0.0001 +0.0004 -0.0087 3 -0.0002 -0.0001 +0.0001 -0.0080 4 -0.0002 +0.0001 +0.0003 -0.0075 5 -0.0013 +0.0002 -0.0050 -0.0067 6 -0.0030 +0.0004 -0.0010 -0.0032 7 -0.0027 +0.0004 -0.0006 -0.0035 8 -0.0030 +0.0006 -0.0018 -0.0043 9 -0.0017 +0.0001 -0.0014 -0.0051 10 -0.0007 +0.0005 -0.0020 -0.0062 Building is Negative Building is Positive Building is Negative Building is Negative www.cleanvapor.com Page 8 of 33 1.5 Interpretation of Diagnostics Vacuum fields were determined by evaluating the results of the negative pressure field testing. The overall vacuum field extension testing provided data that could be used to develop a model capable of projecting the negative pressure field that will prevent the upward migration of soil gases into the occupied space. Analysis of the diagnostic data revealed varying soil permeability throughout the building. The center of the building is highly compacted low permeable fill with limited vacuum field extension. 23" to 30" of vacuum is only expected to extend 20 to 28 feet depending on the soil conditions surrounding the suction point. These soils will require high vacuum low airflow blowers to depressurize. Soils become looser and less compacted within ten to fifteen feet of the exterior wall. These soils will require radial blowers that can generate ten or more inches w.c. of vacuum and move several hundred cubic feet per minute (CFM) of soil gas. 1.6 Blower Selection and Suction Point Locations Blowers and suction points have been selected and specified based on the volume of air yield, static pressure readings, and measured vacuum field extension recorded during the diagnostic testing. The design objective is to create a negative pressure field with a minimum performance of -0.004" w.c. at the outer extent of the negative pressure field. Pressure field projections are adjusted to accommodate anticipated field installation conditions. For example, when removing one cubic foot of soil under the slab, the static pressure can drop 20% and the volume of air increase subject to the limitations of the soil and blower. The radius of the negative pressure field beneath the slab may also increase. Since variability in soils and permeability exist beneath the slab, the projected radius is not based on a pure mathematical extrapolation but a total approach that includes the aforementioned conditions. An examination of the soil matrix, sub slab permeability mapping data, and experience factors are all considered when developing these projections. The following graph shows the blower curve for the fans to be installed at the site. This Space Intentionally Left Blank www.cleanvapor.com Page 9 of 33 2.0 System Design and Installation 2.1 System Layout There will be four (4) mitigation systems installed. The table below displays the targeted applied vacuum and projected soil airflow yields to meet minimum pressure field requirements. System # Fan Model Applied Vacuum ("w.c.) Projected Airflow (cfm) Number of Suction Points Building Section 1 Cincinnati Fan PB-14A 2.0 HP 3 Phase 480 11 480 6 South 2 Vapor Dynamics IC 4519 or Equivalent 220V 25 115 5 Center 3 Vapor Dynamics IC 4519 Or Equivalent 220V 25 115 6 Center 4 Cincinnati Fan PB-14A 2.0 HP 3 Phase 480 11 490 7 North East 2.2 Suction Holes A total of twenty-four (24) suction points will be installed. See Drawing Sheets for the locations of suction points, mitigation piping and blower locations. To enhance the vacuum field distribution and limit any disruption to building use, the suction points will be located near existing walls and on structural columns. The specific location of the suction points shall be agreed upon by Clean Vapor and the building owner’s representative prior to installation. When drilling suction points, the procedures listed in the General Installation section shall be followed to minimize damaging any sub slab utilities. Approximately 1 cubic foot of soil will be removed from each suction point. Once the suction point has been developed and sealed, vacuum should be applied to the suction point using a calibrated shop vacuum with the same performance as the shop vacuum used during diagnostics. The first ten feet of each suction point riser pipe should be installed in Schedule 40 steel pipe to minimize potential damage from forklifts The environmental consultant, or building owner is responsible for soil testing and disposal. It is estimated that one five yard roll off containers will be required for disposal of the soil and one five yard roll off containers for concrete cores and cuttings associated with suction point development. 2.3 System Piping All horizontal pipe runs between the fans and the first suction point will be installed with one inch slope back to a suction point for each ten feet of horizontal pipe run. All vertical pipe runs will be installed plumb. All horizontal runs after the first suction point may be run level. However, in no case will the piping be installed so as to create a possible water trap in the piping. All overhead piping and fittings installed, unless otherwise noted or specified, shall be Schedule 40 PVC pipe. www.cleanvapor.com Page 10 of 33 The PVC pipe will be supported at least every six feet of horizontal run and at least every ten feet of vertical run. Suction point riser pipes will be secured to the wall or column adjacent to the suction point. Conduit channel with pipe clamps can also be used to support pipe routed along the ceiling or walls. Pipe cannot be supported by other building piping or ducts. Swivel ring or standard bolt-type clevis will be used to support pipe. The first ten feet of pipe from the suction points for Systems One and Four shall be 3" Schedule 40 steel. The first ten feet of pipe from the suction points for Systems Two and Three shall be 2" Schedule 40 steel. There may be a need to balance airflow and equalize the distribution vacuum throughout the system. Inline gate valves shall be installed in each suction point riser pipe. 2.4 Blower Installation and Start Up There will be four (4) mitigation blowers installed on the roof of the building. The locations of the blowers are indicated on the attached drawings and a typical photo example can be seen in the pictures section. The blowers were specified based on diagnostic vacuum distribution and airflow measurements as discussed earlier. When soil is removed from the suction point, solution channels that were not detected during the diagnostic phase are sometimes discovered. This can result in greater than expected airflow and decreased static vacuum. It cannot be projected if or when this may occur but when it does it is considered to be good because it can allow the consultant the opportunity to specify a lower vacuum and horse power blower which results in the motor operating at greater efficiency and under less load. After the suction points have been developed, they shall be individually tested using a vapor blower or calibrated vacuum to simulate the vacuum to be applied by the permanent blower. This should be done before the permanent blower is mounted to the stand for final activation. Static vacuum, airflow and the pressure differential at a temporary floor port shall be measured. The temporary floor port should be located at the projected outer extent of the negative pressure field. Most of these ports will be mid-way between a suction point that is located on the next column line up and over. A data set shall be attained at maximum motor speed. The motor speed should then be reduced until the distant test port measures -0.008" w.c. The second set of static vacuum and air flow measurements shall be recorded. The temporary ports shall be numbered on the suction point drawing. This data shall be logged in table format and retained. Once the suction point performance of all of the suction points within an individual system has been measured and the extension of the negative pressure field verified, the data should be evaluated to confirm that the blower that was specified matches the static vacuum and airflow yield potential of the total system. This procedure and the interpretation of the data should be done by a person who is experienced and skilled in the art of evaluating suction point data and selecting blowers for optimal performance and energy efficiency. If the system is yielding a greater or less than anticipated volume of soil gas, the blower shall be changed to a blower in an appropriate performance range. Once an individual system’s performance has been verified the manufacturer shall be directed to ship the properly sized blower. www.cleanvapor.com Page 11 of 33 The roof mounted blowers will be located directly above or as close as possible to the steel roof trusses. The location and blower type is noted by a symbol on the System Drawing. The blower exhaust will be a minimum of two feet above the roofline. The blower exhaust will be a minimum of twenty feet from windows, doors, air intakes, passive relief vents or any other openings in the building that cannot be easily repaired. The final location of each blower will be field verified by the installation contractor and approved by the owner prior to install 2.5 Sealing 2.5.1 Cracks and Joints Any visible expansion joints or slab cracks in the area being mitigated that have a 1/16 inch or greater opening were sealed in December 2016 in preparation of the pressure field extension testing. Small cracks were cleaned with a hook blade and cotter pin puller. Cracks and expansion joints were key channel cut prior to sealing using a crack saw fitted with a dust collecting device. Cracks were sealed with a gun-grade urethane caulk sealant. Any openings in the slab, such as those that may occur around conduit pipe penetrations through the slab, were cleaned and sealed with gun-grade urethane caulk. Expansion joints that are greater than ¼ inch in width or greater than 3/8 inch below the slab were sealed with backer rod and self-leveling urethane sealant. The block wall has a large expansion joint which in some areas is two inches wide. This opening was sealed with backer rod, gun-grade and self-leveling urethane sealant. All sealed floor cracks should be noted on the As Built drawing. 2.6 Blower Wiring Dedicated breakers shall be used for the mitigation blowers. This will prevent the blowers from being shut off when a circuit is powered down for an unrelated function. Based on the blower amperage requirements, a licensed electrician will determine the load for each circuit. The panel location and breaker number will be referenced in the final report and on the system labels. Because of the amperage requirements, a metered sub panel may be required for accuracy and ease of billing. The panel selected shall be identified and approved by the building owner. Electric panel locations, wire runs and breaker numbers shall be noted on the As Built Electrical Drawing and included final commissioning report. 2.7 Variable Frequency Drives The radial blowers to be installed will be equipped with Variable Frequency Drives (VFD). The installation of a VFD allows us to tune the radial blower’s performance to apply the most effective and efficient vacuum to the suction points in the system. The VFDs also allow for an incremental and even distribution of voltage during start up or in the event of a power outage. The VFD will be integrated into the dynamic control and management system and, through a control logic system, will actively manage the speed of the blowers to ensure that the specified vacuum fields are maintained. The management system also provides for onsite and offsite blower control. www.cleanvapor.com Page 12 of 33 2.8 Vacuum Indicators Magnehelics will be installed to indicate the static vacuum generated by each system. To the extent practicable, the range of the Magnehelics will be selected so that the indicator needle is close to or just to the right of center on the dial face. The Magnehelics shall be enclosed in protective enclosures. The low pressure Magnehelic port will be connected with 1/4” O.D. rigid polyethylene tubing to a common conveyance pipe in the system. The polyethylene tubing should arc to a higher elevation than where it exits the riser pipe before it is connected with the Magnehelics. This will prevent condensation from running into the Magnehelics or creating a water trap in the tube. Exposed sections of tubing below the 10-foot elevation will be enclosed in rigid conduit. Because of the size of the building, to the extent possible, Magnehelics should be grouped into a common panel. The exact location of the Magnehelic panel is at the discretion of Clean Vapor, and the Owner and should be noted in the final system As-Built drawings. 2.9 Vapor Guardian 5500 Monitoring and Controls Clean Vapor is a certified installer of the Vapor Dynamics, LLC Vapor Guardian 5500™ monitoring and controls panel. This panel offers the owner and consultant the ability to remotely monitor the performance the vapor intrusion mitigation system including sub slab pressure differentials, static system vacuum, and power consumption. This feature will ensure that sub slab vacuum levels are not breached thus creating a potential sub slab vapor pathway. The Vapor Guardian 5500™ will electronically notify the consultant in the event of a system parameter fault. Electronic notifications can be triggered based on sub slab or system static vacuum set points. The system integrates the use of a 3G Verizon modem for control and data monitoring. If sufficient signal strength is not achieved at the location of the transmitter, a roof mounted antenna, which is approximately 12 inches tall, may need to be installed. The exact location of the monitoring hardware is at the discretion of the installation contractor and the owner and shall be noted in the final system As-Built drawings. To accommodate the number of blowers, two Vapor Guardian panels will be installed. Only one modem will be required. The following metrics will be monitored for each system; applied vacuum, vacuum at the outer extent of the pressure field, and power consumption. The Vapor Guardian 5500TM, in addition to remotely monitoring the system, will also dynamically control the blower systems. Dynamic controls enable the VIMS to maintain a constant predetermined sub slab pressure differential that is individually set for each blower as part of the electronic management and monitoring system. The system monitors the sub slab vacuum levels and self corrects for pressure induced changes that may occur from HVAC operation, exhaust hoods, wind loading and weather induced indoor pressure differentials. Wind induced pressure differentials will be amplified because of the barrel truss roof construction. This will be more problematic during the winter months when outside air is dense and temperature differentials are the greatest. The same principles of moving air over a longer distance that creates the vacuum to induce lift in airplane wings apply to this building. The low pressures that are induced as air travels over the barrel truss roof will create a series of oscillating low pressure www.cleanvapor.com Page 13 of 33 pockets that will vary with amplitude and wind speed as wind speeds and direction change. Gusts and the resultant turbulence will create the most severe low pressures. These low pressures are transferred into the building though a variety of openings. The sub slab differential pressure sensor is continually monitored by a programmable logic controller (PLC) which controls the variable frequency drive (VFD) to adjust the blower speed to maintain the predetermined sub slab vacuum set point. It is anticipated that a dampening function will need to be applied to the drive algorithm so blowers do not servo in response to varying wind speeds. The performance data from each blower is stored for analysis and reporting (if required). All performance metrics are monitored hourly and an email is sent if a system’s metrics are operating outside of a predetermined range. This system operates 24/7 and provides the finest energy saving and liability reduction that technology offers. Motor Control Zone VacuumSensor Dynamic Control Unit Pressure Differential Probe Outer extension of vacuum field (permanent test port) Patented Technology Vapor Dynamics, LLC Cloud Based Management with Offsite Control Local Monitoring and AlarmsGate Valve Vapor Guardian Control Logic and Monitoring Diagram 2.10 Pressure Transducers Electronic monitoring and management of the individual vacuum fields is one of the more critical components of this design. The selection of the electronic monitoring probe locations occurs during start up after the blower system has been powered. There shall be one active sub slab electronic probe location per blower system. Once the blower systems become operational, the induced vacuum field should be mapped by drilling temporary test holes so that the proportional strengths and outer extension of each blower vacuum field can be understood and documented. Once the mapping process is completed, the locations of the permanent electronic pressure differential ports are selected. These ports should be at a location that proportionally relates to the outer extension of the negative pressure field. It is important that vacuum be www.cleanvapor.com Page 14 of 33 maintained at the mid point between the centrally located high vacuum suction points and the mid range high airflow suction points that are located closer to the building’s exterior walls. Once the locations of the permanent electronic test ports have been selected, a five-inch hole is cored through the slab and a cylindrical area of soil approximately eight inches in diameter by sixteen inches deep is removed from each hole. A ¾ inch PVC probe with a ¼ brass end is centered in the hole, the polyethylene tubing connected and the shielding electrical conduit secured. The void space within the hole is then filled with round washed river stone. Conduit containing the vacuum tube is placed in a channel that is cut into the concrete slab. The channel connects the probe location to the nearest wall or column where the pressure transducer and enclosure will be located. The three-inch hole in which the probe end is located is then sealed with a thin layer, one inch or less, of non-shrink grout which shall serve as a platform for a gas tight seal that is formed using self-leveling urethane. This process ensures that the vacuum levels measured by the transducer are accurate and not influenced by leakage from above the slab. The top of the probe end well and slotted conduit channel shall then be filled with patch concrete flush with the level of the existing floor. 2.11 Fire Stopping PVC pipes that penetrate fire-rated walls or ceilings shall be protected using intumescent fire collars and fire-rated caulk. Hilti is the recommended manufacturer of fire stopping products. There is only one fire rated wall that is scheduled to be penetrated. That is the overhead piping associated with Suction Point 1-1. Because of the Class A Fire Rating of the room from which that pipe is exiting, that pipe will be metal and not require a fire collar. Fire rated caulk will be required at the pipe penetration. 2.12 Sampling Ports Test ports for manually measuring vacuum and airflow shall be installed in each of the riser pipes. Ports shall be drilled, taped and plugged using a 3/8-16 x ¾ stainless steel socket cap screw with a neoprene washer. Soil gas samples may also be collected from these ports. Permanent sub slab test ports will be installed at various locations throughout the individual system vacuum fields for the purpose of measuring sub slab vacuum. The vacuum measured at these permanent ports will have a somewhat linear relationship to the vacuum applied at the suction holes and measured at the pressure transducer port. The location of these ports shall be shown on the As-Built drawings. 2.13 System Labeling A label will be installed at the disconnect switch next to the fan that says “Active Soil Depressurization System, Do Not Alter.” The electrical circuit at the panel that is used to control the fan will be labeled as “Active Soil Depressurization System”. All risers and at least every 20 feet of exposed horizontal contaminant vent pipe length will have a label that reads “Active Soil Depressurization System” attached to the pipe. All labels shall be readable from three feet away. www.cleanvapor.com Page 15 of 33 3.0 General Installation Notes All mitigation system components will be installed to facilitate servicing, maintenance and repair or replacement of other equipment components in or outside the building. Where mounting heights are not detailed or dimensions not given, system materials and equipment are to be installed to provide the maximum headroom or side clearance as is possible. The owner will be contacted in cases where a conflict exists. All systems, materials and equipment will be installed level, plumb, parallel or perpendicular to other building systems and components unless otherwise specified. Every reasonable precaution shall be made to avoid any damage to existing utilities located anywhere in the building or those located in or below the slab floor. Detailed blueprints indicating utility piping in or under the slab are not available. Undocumented sub slab utilities may alter the scope of work. A metal detecting relay box or another similar instrument should be used in conjunction with any slab drilling that does not involve wet coring. All penetrations through the foundation walls and the roof shall be sealed. There will be no placement of piping or conduit that would inhibit intended use of any areas. No foreign materials shall be left or drawn into the vapor system piping or fan which might at a later period interfere with or in any way impair the vapor system performance. The entire system will have UL or equivalent ratings for both individual components and the entire system as applicable. 4.0 System Materials I. Vapor Vent Piping a. Schedule 40 A53 Steel pipe b. PVC Schedule 40 pipe and fittings ASTM D-2665 i. Hollow Core PVC is not permissible c. PVC cement clear primer will comply with ASTM F-656 d. PVC cement adhesive will comply with ASTM D-2564 e. 2" and 3" inline PVC slide valves (Valterra Bladex) II. Piping Supports and Hardware a. 3" and 4" " Hanging Pipe Supports b. Adjustable swivel ring or standard bolt type clevis hangers c. Adjustable band hangers d. 3/8" threaded rod e. 1/2" threaded rod f. Conduit clamps g. Assorted bolts, nuts & washers h. 1 5/8" C- Profile Galvanized Unistrut i. 1 3/16" C- Profile Galvanized Unistrut III. Vapor Blowers a. Cincinnati Fan PB-14A (2) b. Vapor Dynamics IC 4519 (2) www.cleanvapor.com Page 16 of 33 IV. Variable Speed Drives a. Mitsubishi Frequency Inverter F700 (2) (verified per blower with the manufacturer) V. Blower Support Frames a. 1 5/8" C- Profile Galvanized Unistrut b. Dura Block BlockTM Unistrut supports VI. Visual Pressure Indicator and Protective Enclosure a. Dwyer Magnehelic (range to be determined See Detail Sheet 7) b. Integra Enclosures VII. Sealing Materials a. Gun Grade Urethane Caulk (Vulkem 116) b. Flowable Urethane Caulk (Vulkem 45SSL) VIII. Remote Monitoring and Dynamic Controls a. Vapor Guardian 5500 with internal modem (Vapor Dynamics) (2), one with 3G Modem IX. Dwyer Magnesense Differential Pressure Transmitters 4 – 20 mili amp Required a. Dwyer Magnesense MS 121 (4) b. Dwyer Magnesense MS 151 0" - 25" w.c. 2) c. Dwyer Magnesense MS 131 0" - 10" w.c. (2) Note: Hilti is the suggested manufacturer of fastening products and fire collars 5.0 Administrative and Final Report 5.1 Permits It is the responsibility of the installation contractor to secure any municipal permits. The owner will need to provide building access for the municipal building inspectors or any other jurisdictional authority to inspect the relevant components of the SSDS. 5.2 Warranties The mitigation contractor shall warranty all system components, workmanship, and a sub slab vacuum level of -0.004" w.c. for a period of one year from the date of system commissioning. Sub slab vacuum extension values are based on the conditions at the date of the diagnostic measurements. The client will not incur any cost for warranty work performed during this period. Fluctuating water tables, sink holes, and other unforeseen sub slab anomalous conditions that may affect sub slab soil gas channeling after commissioning values have been achieved may be considered outside of the warranty. Repairing system damage caused by others is not included in the warranty. Clean Vapor’s warranty does not apply to systems installed by others. www.cleanvapor.com Page 17 of 33 5.3 Final Project Report The pressure field extension beneath the slab created by the SSDS shall be measured with a digital micro-manometer capable of reading down to 0.0001 inches water column. The slide valves in the riser pipes shall be adjusted to facilitate maximum vacuum distribution. Static vacuum measurements for each system will be recorded. All vacuum measurements will be measured in inches of water column. The exhaust airflow from the blower system shall be measured, calculated and reported in CFM. The final report summarizing remedial activities shall include a summary of remedial activities, As-Built drawings, blower and system performance tables, photo documentation, equipment warranties and material submittals. The As-Built drawings will be a modification of the original design print and include the specific locations of mechanical equipment and conveyance piping. The electrical panel location and breaker number will also be noted for the blower. The location of all low pressure gauges will also be on the drawing. The title block will include the final system installation date. Photo documentation will include at least one picture of the blower installed, the low pressure panel, system labels, suction points, relevant sealing, fire stopping, post-mitigation vacuum testing and pictures thought to be important by the owner. Warranties and submittals will include: blower warranties, performance and wiring information and Material “cut sheets”. The Operations and Maintenance Section will include a table of items to be checked quarterly and annually. A copy of the final report will be maintained by Clean Vapor, and the owner. 5.4 Submittals The mitigation contractor shall provide copies of submittals; I. Pre Work Submittals a. Copy of applicable licenses i. NRPP Radon Mitigation Specialist responsible for the installation of the system b. Equipment manufacturer cut sheets II. Post Work Submittals a. As-Built drawings to include all applicable mechanical component locations b. Final project report c. OM&M instructions and recommendations www.cleanvapor.com Page 18 of 33 6.0 Pictures 6.1 Diagnostic Investigation Coring Primary Diagnostic Suction Hole Drilling Remote Test Hole www.cleanvapor.com Page 19 of 33 Using Speed Control and Applying Vacuum Measuring Vacuum Field Extension www.cleanvapor.com Page 20 of 33 Measuring Airflow Venting Soil Gas Outside www.cleanvapor.com Page 21 of 33 Measuring Indoor to Outdoor Class A Fire Rated Space www.cleanvapor.com Page 22 of 33 Mezzanine Above Office Warehouse with Vaulted Truss Roof www.cleanvapor.com Page 23 of 33 Warehouse Barrel Truss Roof System THIS SPACE INTENTIONALLY LEFT BLANK www.cleanvapor.com Page 24 of 33 6.2 Installation Examples Sealed Suction Point Steel Riser Pipe Transitioning to Overhead PVC Painted by Owner www.cleanvapor.com Page 25 of 33 Inline Gate Valve Roof Mounted Radial Blower www.cleanvapor.com Page 26 of 33 Compact Radial Blowers Testing System Airflow Yields at Start Up www.cleanvapor.com Page 27 of 33 Pressure Transducer Well and Embeded Conduit Top View of Pressure Transducer Probe Well www.cleanvapor.com Page 28 of 33 Pressure Transducer and Enclosure Magnehelic Panel www.cleanvapor.com Page 29 of 33 Magnehelic Panel, Vapor Guardian, and VFD’s Permanent Floor Test Port www.cleanvapor.com Page 30 of 33 Test Port and Steel Riser System Labels www.cleanvapor.com Page 31 of 33 Engraved Blower Labels on Blower Frame Screenshot of Remote Login Terminal www.cleanvapor.com Page 32 of 33 Appendix A –Drawings D R A W I N G L I S T C C o v e r 1 D i a g n o s t i c T e s t H o l e s 2 S u c t i o n P o i n t s & B l o w e r s 3 M e c h a n i c a l D e t a i l s A C T I V E S O I L D E P R E S S U R I Z A T I O N S Y S T E M F L E M I N G L A B O R A T O R I E S 2 2 1 5 T H R I F T R O A D C H A R L O T T E , N O R T H C A R O L I N A 2 8 2 0 8 F E B R U A R Y 7 , 2 0 1 6 ACTIVE SOIL DEPRESSURIZATION FLEMING LABORATORIES 2215 THRIFT ROAD CLEAN VAPOR LLC P.O. BOX 688, BLAIRSTOWN, NJ 07825 Ph. 908 362- 5616 Fax. 908 362-5433 T H O M A S E . H A T T O N N E H A I . D . 1 0 4 7 0 5 N J D E P M I S 1 0 2 4 5 1 ACTIVE SOIL DEPRESSURIZATION FLEMING LABORATORIES 2215 THRIFT ROAD CLEAN VAPOR LLC P.O. BOX 688, BLAIRSTOWN, NJ 07825 Ph. 908 362- 5616 Fax. 908 362-5433 T H O M A S E . H A T T O N N E H A I . D . 1 0 4 7 0 5 N J D E P M I S 1 0 2 4 5 2 ACTIVE SOIL DEPRESSURIZATION FLEMING LABORATORIES 2215 THRIFT ROAD CLEAN VAPOR LLC P.O. BOX 688, BLAIRSTOWN, NJ 07825 Ph. 908 362-5616 Fax. 9708 362-5433 T H O M A S E . H A T T O N N E H A I . D . 1 0 4 7 0 5 N J D E P M I S 1 0 2 4 5 3 www.cleanvapor.com Page 33 of 33 Appendix B – Equipment Cut Sheets Page 2 ACFM SP Temp.Altitude Density Fan RPM BHP 550 12.0 in. wg 70°F 0 ft. ASL 0.0729 lb/ft³3450 1.71 Qty Description Unit Price Extended Price 1 Cincinnati Fan PB-14A, Arrangement 4, 6" Inlet, CW Rotation, UB Discharge, 14 x 3-1/4 MTR,2 HP,3450 RPM,3PH,60Hz,208-230/460V,TEFC,Prem Eff,FM,145T, 1.25 SF,F Insul., 40C Amb.,F1 Box,Steel frame,NOT PREMIUM EFFICIENT ON 208 VOLT,VFD Capable 1000:1 VT Shaft Seal Discharge Guard Allow 10 working days to ship after receipt of order, or release to manufacturing. (Actual lead time depends upon motor availability.) This order can be expedited for shipment within 5 days for an additional CQS charge of 15%. Approximate shipping weight (for complete fan as described above) is 146 pounds (each). Net 30 Days (upon credit approval). FOB Factory. Freight not included. Please issue PO to Systech Design Inc. All Cincinnati Fan & Ventilator Company terms and conditions of sale will apply. When ordering, refer to the Quotation # at the top of this proposal. Thank you, Adam Conley Systech Design Inc FAN SELECTION And PERFORMANCE Clean Vapor LLC Job Name: N/AConstruction Class70 1.71Motor Frequency, Hz 60 65.9%Static Efficiency, %AMCA Arrangement No.4 1.71 2,880Outlet Velocity, ft./min. 6.00Inlet Diameter, in. Wheel Diameter, in.14.00 100%Wheel Width, %70 14 X 3-1/4 RadialWheel Description0.0729 PB-14AModel550 3,450Fan RPM12.0 Fan Selection and SpecificationsOperating Requirements Volume, ACFM Static Pressure, in. wg Density, lb./ft.³ Operating Temperature, °F Start-Up Temperature, °F Cold Start BHP Fan BHP Suggested Motor HP:2.0 Cincinnati Fan Selector - © 2013 by Cincinnati Fan and Ventilator Co. All Rights Reserved CFSWin Version: 8.1.6213.32191 8.4Database Version: FAN SOUND DATA Clean Vapor LLC Job Name: 5868727378787463Lp outlet 4757616267676352Lp inlet 5868727378787564Lp Total 7383878893938978Lw Outlet 7383878893938978Lw Inlet 7686909196969281Lw Total 8000Hz4000 Hz2000 Hz1000 Hz500 Hz250Hz125 Hz63 HzQuantity Fan Outlet Ducting:Not Ducted Fan Inlet Ducting:Ducted 1 - Spherical radiationSound Directivity Factor, Q : = A-Weighted decibel. A-weighting corrects the spectrum for human hearing response.dB(A) = Decibel, ten times the logarithm (base 10) of the ratio of a value to a reference value.dB = Sound Power Level of the fan. Measured in decibels (dB) or A-weighted decibels (dB(A)) re 1E-12 watt.Lw decibels (dB(A)) re 0.0002 microbar. Lp = Sound Pressure Level at a specific distance from the fan. Measured in decibels (dB) or A-weighted Fan Sound Data N/AConstruction Class70 1.71Motor Frequency, Hz 60 65.9%Static Efficiency, %AMCA Arrangement No.4 1.71 2,880Outlet Velocity, ft./min. 6.00Inlet Diameter, in. Wheel Diameter, in.14.00 100%Wheel Width, %70 14 X 3-1/4 RadialWheel Description0.0729 3,450Fan RPM12.0 PB-14AModel550 Fan Selection and SpecificationsOperating Requirements Calculated Octave Band Sound Data (dB) Volume, ACFM Static Pressure, in. wg Density, lb./ft.³ Operating Temperature, °F Start-Up Temperature, °F Fan BHP Cold Start BHP 97 at 5.080Total A-weighted Sound Pressure Level, Lp dB(A) Total A-weighted Sound Power Level, Lw dB(A) 460 feet from fan Blade Passage Frequency, Hz • Sound Pressure values are calculated based upon assumed environmental conditions. Actual values may vary for specific installations due to environmental factors (other noise sources, walls, duct design, etc.) • Sound Pressure Level calculations assume free field propagation occuring outdoors. • Noise from the driver is not included in these data. • Duct End Corrections applied (AMCA 300-85 Appendix C). Cincinnati Fan Selector - © 2013 by Cincinnati Fan and Ventilator Co. All Rights Reserved CFSWin Version: 8.1.6213.32191 8.4Database Version: Vapor Dynamics IC 4519 Compact Radial Blower Backed by 32 Years of Mitigation Experience Performance Vapor Dynamics IC 4519 45" WC @ 7% of 190 CFM max flow capacity Dynamic or manual speed control to achieve specified performance ranges 12 month warranty Design Compact design 18" x 16" x 10" weighing under 25 lbs 3" Schedule 40 inlet and exhaust UL listed components and enclosure for outside use Internal condensate bypass Motor designed to convey combustion gases Dynamic or manual speed control Quick connect couplers to facilitate ease of changing motors Accepts 120-240 voltage without alteration www.vapordynamics.com  (973) 862-0070 Performance Chart Static Vacuum 0" 10" 20" 30" 37" Wattage Airflow 220V 197 162 130 89 50 800-1100 COMPLETE UNIT $ 1,390.00 3 YEAR WARRANTY $ 425.00 Cost Page 1 of 2 Vapor Dynamics IC 4519 Compact Radial Blower Specifications Continued Enclosure Specifications Blower Specifications www.vapordynamics.com  (973) 862-0070 Page 2 of 2 DURA-BLOK is made from 100% recycled rubber and qualifies for LEED credits. Reflective strips on both sides allow for easy product visibility. Channels are through bolted on all sizes for added strength and a 1” (25.4mm)gap between blocks allows water to flow freely around longer assemblies. Product composition is not sharp or abrasive, helping to extend the roof life and no penetration through the roof is required. The DURA-BLOK dampens vibration, needs no supplemental rubber pad, and will not float or blow away. DURA-BLOK can be used to support piping, HVAC/Ducts, roof walkways, conduit and cable tray. D U R A - B L O K R o o f t o p S u p p o r t s All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. DURA-BLOK™Rooftop Supports Pipe Hangers & Supports273 DU R A - B L O K Ro o f t o p S u p p o r t s Base Only Dimensions - 4” (101mm)High x 6” (152mm)Wide x Base Length Material - 100% recycled rubber, UV resistant Ultimate Load Capacity - (uniform load) * DBP = 500 lbs. (2.22kN) DBM = 200 lbs. (0.89kN) DURA-BLOK channel support is designed as an economical support for piping systems, cable tray, HVAC equipment and many other applications. The DURA-BLOK is UV resistant and is suitable for any type of roofing material or other flat surfaces. Material effectively accepts screw fasteners for securing accessories. Base Only Part No.Weight Each DBP 4.48 (2.03kg) DBM 2.35 (1.07kg) Part No.Height Width Length DBP 4” (101mm)6” (152mm)9.6” (244mm) DBM 4” (101mm)6” (152mm)4.8” (122mm) DBP DBM * For Roof Loading, Consult Roofing Manufacturer or Engineer. As with most commercial roofs, the weakest point may be the insulation board beneath the rubber membrane. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. DURA-BLOK™Rooftop Supports 274Pipe Hangers & Supports Base with 14 ga. (1.9mm)Galv. Channel - 1” (25.4mm)high Dimensions - 5” (127mm)High x 6” (152mm)Wide x Length (overall length) Material - 100% recycled rubber, UV resistant Ultimate Load Capacity -(uniform load) * DB5 = 500 lbs. (2.22kN) DB10 = 500 lbs. (2.22kN) DB20 = 1,000 lbs. (4.45kN) DB30 = 1,500 lbs. (6,67kN) DB40 = 2,000 lbs. (8.89kN) DB48 = 2,500 lbs. (11.12kN) DURA-BLOK DB-Series channel support is designed for superior support of piping systems, cable tray, HVAC equipment, walkway systems and many other applications. The DURA-BLOK is UV resistant and suitable for installation on any type of roofing material or other flat surfaces. For sloped roofs see adjustable hinge fitting (B634). DB - Series For pipe straps/clamps, rollers and roller supports that can be used with these DURA-BLOK supports, see page 284. Part No.Weight Each DB5 2.75 (1.25kg) DB10 5.28 (2.39kg) DB20 10.63 (4.82kg) DB30 15.99 (7.25kg) DB40 21.34 (9.68kg) DB48 26.70 (12.4kg) Part No.Height Width Overall Length DB5 5” (127mm)6” (152mm)4.8” (122mm) DB10 5” (127mm)6” (152mm)9.6” (244mm) DB20 5” (127mm)6” (152mm)20.2” (513mm) DB30 5” (127mm)6” (152mm)30.8” (782mm) DB40 5” (127mm)6” (152mm)41.4” (1052mm) DB48 5” (127mm)6” (152mm)52.0” (1321mm) DB10 DB20 DB5 * For Roof Loading, Consult Roofing Manufacturer or Engineer. As with most commercial roofs, the weakest point may be the insulation board beneath the rubber membrane. DB30 D U R A - B L O K R o o f t o p S u p p o r t s All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. DURA-BLOK™Rooftop Supports Pipe Hangers & Supports275 DU R A - B L O K Ro o f t o p S u p p o r t s DB6 - Series Part No.Height Width Overall Length DB610 67/16” (167mm)6” (152mm)9.6” (244mm) DB620 67/16” (167mm)6” (152mm)20.2” (513mm) DB630 67/16” (167mm)6” (152mm)30.8” (782mm) DB640 67/16” (167mm)6” (152mm)41.4” (1052mm) DB648 67/16” (167mm)6” (152mm)52.0” (1321mm) Part No.Weight Each DB610 6.36 (2.88kg) DB620 12.90 (5.85kg) DB630 19.45 (8.82kg) DB640 26.00 (11.79kg) DB648 32.55 (14.76kg) DB610 DB630 Base with 12 ga. (2.6mm)Galv. Channel - 27/16” (62mm)high Dimensions - 67/16” (163mm)High x 6” (152mm)Wide x Length (overall length) Material - 100% recycled rubber, UV resistant Ultimate Load Capacity -(uniform load) * DB610 = 500 lbs. (2.22kN) DB620 = 1,000 lbs. (4.45kN) DB630 = 1,500 lbs. (6.67kN) DB640 = 2,000 lbs. (8.89kN) DB648 = 2,500 lbs. (11.12kN) DURA-BLOK DB6-Series channel support is designed for superior support of piping systems, cable tray, HVAC equipment, walkway systems and many other applications. The DURA-BLOK is UV resistant and suitable for installation on any type of roofing material or other flat surfaces. For sloped roofs see adjustable hinge fitting (B634). * For Roof Loading, Consult Roofing Manufacturer or Engineer. As with most commercial roofs, the weakest point may be the insulation board beneath the rubber membrane. For pipe straps/clamps, rollers and roller supports that can be used with these DURA-BLOK supports, see page 284. DB620 All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. DURA-BLOK™Rooftop Supports 276Pipe Hangers & Supports D U R A - B L O K R o o f t o p S u p p o r t s DB10 - Series Part No.Weight Each DB10-28 13.16 (5.97kg) DB10-36 14.36 (6.51kg) DB10-42 15.52 (7.04kg) DB10-50 16.45 (7.46kg) DB10-60 17.94 (8.14kg) Part No.Height Individual Base Length Bridge Length DB10-28 55/8” (143mm)9.6” (244mm)28” (711mm) DB10-36 55/8” (143mm)9.6” (244mm)36” (914mm) DB10-42 55/8” (143mm)9.6” (244mm)42” (1067mm) DB10-50 55/8” (143mm)9.6” (244mm)50” (1270mm) DB10-60 55/8” (143mm)9.6” (244mm)60” (1524mm) DB10-36 DB10-50 * For Roof Loading, Consult Roofing Manufacturer or Engineer. As with most commercial roofs, the weakest point may be the insulation board beneath the rubber membrane. Two (2) Bases with 12 ga. (2.6mm)Galv. Channel - 15/8” (41mm)high Dimensions - 55/8” (143mm)High x 6” (152mm)Wide x Length (overall length) Material - 100% recycled rubber, UV resistant Ultimate Load Capacity -1,000 lbs. (4.45kN)(uniform load) * DURA-BLOK DB10-Series channel support is designed for superior support of piping systems, cable tray, HVAC equipment, walkway systems and many other applications. The DURA-BLOK is UV resistant and suitable for installation on any type of roofing material or other flat surfaces. For pipe straps/clamps, rollers and roller supports that can be used with these DURA-BLOK supports, see page 284. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. DURA-BLOK™Rooftop Supports Pipe Hangers & Supports277 DU R A - B L O K Ro o f t o p S u p p o r t s * For Roof Loading, Consult Roofing Manufacturer or Engineer. As with most commercial roofs, the weakest point may be the insulation board beneath the rubber membrane. DBM - Series DBM-2CT DBM-1 Base with one (1) 3/8”-16 Electro Zinc All Threaded Rod and Hinged Pipe Clamp Dimensions - Height to Pipe Center x 6” (152mm)Wide x 4.8” (122mm)Long (overall length) Material - 100% recycled rubber, UV resistant Pipe Clamp Material - Malleable Iron - Pipe Sizes - Electro Plated Copper Tubing Sizes - Dura Copper™ Threaded Rod/Hardware - Electro Plated Steel Ultimate Load Capacity -50 lbs. (0.22kN)(uniform load) * DURA-BLOK DBM-Series pipe/tubing support is designed for support of single piping systems where elevation adjustment is needed. The DURA-BLOK is UV resistant and suitable for installation on any type of roofing material or other flat surfaces. Part No. Height (Minimum) ** Height (Maximum) ** Width Length DBM-1/2CT 9.69” (246mm)11.19” (284mm)6” (152mm)4.80” (122mm) DBM-3/4CT 9.84” (250mm)11.34” (288mm)6” (152mm)4.80” (122mm) DBM-1CT 9.95” (253mm)11.45” (291mm)6” (152mm)4.80” (122mm) DBM-11/4CT 10.13” (257mm)11.63” (295mm)6” (152mm)4.80” (122mm) DBM-11/2CT 10.28” (261mm)11.78” (299mm)6” (152mm)4.80” (122mm) DBM-2CT 10.53” (267mm)12.03” (305mm)6” (152mm)4.80” (122mm) DBM-1/2 9.86” (250mm)11.36” (288mm)6” (152mm)4.80” (122mm) DBM-3/4 10.06” (255mm)11.56” (293mm)6” (152mm)4.80” (122mm) DBM-1 10.14” (257mm)11.64 (296mm) 6” (152mm)4.80” (122mm) DBM-11/4 10.25” (260mm)11.75” (298mm)6” (152mm)4.80” (122mm) DBM-11/2 10.42” (265mm)11.92” (303mm)6” (152mm)4.80” (122mm) DBM-2 10.66” (271mm)12.16” (309mm)6” (152mm)4.80” (122mm) † See Pipe Hanger Catalog for dimensions and specifications. ** From bottom of rubber block to center of pipe/tubing. Part No. Clamp Part No. †Weight Each DBM-1/2CT B3198HCT- 1/2 2.75 (1.25kg) DBM-3/4CT B3198HCT- 3/4 2.76 (1.25kg) DBM-1CT B3198HCT-1 2.84 (1.29kg) DBM-11/4CT B3198HCT-1 1/2 2.95 (1.34kg) DBM-11/2CT B3198HCT-1 1/2 2.96 (1.34kg) DBM-2CT B3198HCT-2 3.03 (1.37kg) DBM-1/2 B3198H-1/2 2.78 (1.26kg) DBM-3/4 B3198H-3/4 2.84 (1.29kg) DBM-1 B3198H-1 2.86 (1.30kg) DBM-11/4 B3198H-11/4 2.93 (1.33kg) DBM-11/2 B3198H-11/2 2.99 (1.36kg) DBM-2 B3198H-2 3.10 (1.41kg) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. DURA-BLOK™Rooftop Supports 278Pipe Hangers & Supports D U R A - B L O K R o o f t o p S u p p o r t s DB_DS - Series DB2318DS DB2924DS DB5336DS * For Roof Loading, Consult Roofing Manufacturer or Engineer. As with most commercial roofs, the weakest point may be the insulation board beneath the rubber membrane. For pipe straps/clamps, rollers and roller supports that can be used with these DURA-BLOK supports, see page 284. Two (2) Base Supports with 12 ga. (2.6mm)Galv. Channel - 15/8” (41mm)high Riser Channels (SH Style) - 15/8” (41mm)x 15/8” (41mm)x 12 ga. (2.6mm) Fittings & Hardware - Electro-Plated Steel Dimensions - Height (overall) x Width (overall) x Length (overall) Material - 100% recycled rubber, UV resistant Ultimate Load Capacity -1,000 lbs. (4.45kN)(uniform load) * DURA-BLOK DB__DS-Series channel support with risers is designed for superior support of piping systems, cable tray, HVAC equipment, walkway systems and many other applications. The DURA-BLOK is UV resistant and suitable for installation on any type of roofing material or other flat surfaces. Length (overall)Width (overall) Height (overall) B B + 4.5” (114mm) A Product is shipped unassembled. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. DURA-BLOK™Rooftop Supports Pipe Hangers & Supports279 DU R A - B L O K Ro o f t o p S u p p o r t s DB__DS - Series cont. Part No.Height (overall) Width (overall) Length (overall) DB2318DS 23” (584mm)255/8” (651mm)20.2” (513mm) DB2918DS 29” (736mm)255/8” (651mm)20.2” (513mm) DB4118DS 41” (1041mm)255/8” (651mm)20.2” (513mm) DB5318DS 53” (1346mm)255/8” (651mm)20.2” (513mm) DB2324DS 23” (584mm)315/8” (803mm)20.2” (513mm) DB2924DS 29” (736mm)315/8” (803mm)20.2” (513mm) DB4124DS 41” (1041mm)315/8” (803mm)20.2” (513mm) DB5324DS 53” (1346mm)315/8” (803mm)20.2” (513mm) DB2336DS 23” (584mm)435/8” (1108mm)20.2” (513mm) DB2936DS 29” (736mm)435/8” (1108mm)20.2” (513mm) DB4136DS 41” (1041mm)435/8” (1108mm)20.2” (513mm) DB5336DS 53” (1346mm)435/8” (1108mm)20.2” (513mm) DB2348DS 23” (584mm)555/8” (1415mm)20.2” (513mm) DB2948DS 29” (736mm)555/8” (1415mm)20.2” (513mm) DB4148DS 41” (1041mm)555/8” (1415mm)20.2” (513mm) DB5348DS 53” (1346mm)555/8” (1415mm)20.2” (513mm) A = Adjustable height from bottom of DURA-BLOK to top of horizontal channel. B = Space between fittings that support horizontal channel. Height (overall) = Distance from bottom of DURA-BLOK to top of upright channel. Width (overall) = Distance from outside-to-outside of DURA-BLOK supports. Length (overall) = Distance from end-to-end of DURA-BLOK supports. Part No. A (Minimum) A (Maximum)B Weight Each DB2318DS 10.56” (268mm)20.75” (527mm)13.50” (343mm)33.31 (15.11kg) DB2918DS 10.56” (268mm)26.75” (679mm)13.50” (343mm)35.00 (15.88kg) DB4118DS 10.56” (268mm)38.75” (984mm)13.50” (343mm)38.40 (17.42kg) DB5318DS 10.56” (268mm)50.75” (1289mm)13.50” (343mm)41.80 (18.96kg) DB2324DS 10.56” (268mm)20.75” (527mm)19.50” (495mm)34.15 (15.49kg) DB2924DS 10.56” (268mm)26.75” (679mm)19.50” (495mm)35.84 (16.26kg) DB4124DS 10.56” (268mm)38.75” (984mm)19.50” (495mm)39.25 (17.80kg) DB5324DS 10.56” (268mm)50.75” (1289mm)19.50” (495mm)42.65 (19.34kg) DB2336DS 10.56” (268mm)20.75” (527mm)31.50” (800mm)35.84 (16.26kg) DB2936DS 10.56” (268mm)26.75” (679mm)31.50” (800mm)37.55 (17.03kg) DB4136DS 10.56” (268mm)38.75” (984mm)31.50” (800mm)40.95 (18.57kg) DB5336DS 10.56” (268mm)50.75” (1289mm)31.50” (800mm)44.34 (20.11kg) DB2348DS 10.56” (268mm)20.75” (527mm)43.50” (1105mm)37.55 (17.03kg) DB2948DS 10.56” (268mm)26.75” (679mm)43.50” (1105mm)39.25 (17.80kg) DB4148DS 10.56” (268mm)38.75” (984mm)43.50” (1105mm)42.65 (19.34kg) DB5348DS 10.56” (268mm)50.75” (1289mm)43.50” (1105mm)46.03 (20.88kg) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. DURA-BLOK™Rooftop Supports 280Pipe Hangers & Supports D U R A - B L O K R o o f t o p S u p p o r t s * For Roof Loading, Consult Roofing Manufacturer or Engineer. As with most commercial roofs, the weakest point may be the insulation board beneath the rubber membrane. DBR - Series Fixed Height DBR4-6 Base with 14 ga. (1.9mm)Galv. Channel - 1” (25.4mm)high and Pipe Roller Assembly Dimensions - Height to Bottom of Pipe x 6” (152mm)Wide x Long (overall length) Material - 100% recycled rubber, UV resistant Pipe Roller Material - Cast Iron - Electro Plated Brackets, Axle, & Hardware - Electro Plated Steel Ultimate Load Capacity -(uniform load) * DBR2-31/2 = 500 lbs. (2.22kN) DBR4-6 = 500 lbs. (2.22kN) DBR8-10 = 1000 lbs. (4.44kN) DBR12-14 = 1000 lbs. (4.44kN) DBR16-20 = 1000 lbs. (4.44kN) DURA-BLOK DBR-Series support is designed to support pipe where longitudinal movement is expected. The DURA-BLOK is UV resistant and approved for installation on any type of roofing material or other flat surfaces. Part No.Height **Width Length DBR2-31/2 7.09” (180mm)6” (152mm)9.6” (244mm) DBR4-6 7.09” (180mm)6” (152mm)9.6” (244mm) DBR8-10 8.34” (212mm)6” (152mm)20.2” (513mm) DBR12-14 9.38” (238mm)6” (152mm)20.2” (513mm) DBR16-20 9.78” (248mm)6” (152mm)20.2” (513mm) † See Pipe Hanger Catalog for dimensions and specifications. ** From bottom of rubber block to bottom of pipe/tubing. DBR16-20 Part No. Roller Part No. †Weight Each DBR2-31/2 B3126-2 to 31/2 5.28 (2.39kg) DBR4-6 B3126-4 to 6 10.63 (4.82kg) DBR8-10 B3126-8 to 10 15.99 (7.25kg) DBR12-14 B3126-12 to 14 21.34 (9.68kg) DBR16-20 B3126-16 to 20 26.70 (12.11kg) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. DURA-BLOK™Rooftop Supports Pipe Hangers & Supports281 DU R A - B L O K Ro o f t o p S u p p o r t s Base with two (2) 1/2”-13 Electro Zinc All Threaded Rod Risers and 14 ga. (1.9mm)Galv. Slotted Channel - 1” (25mm)high Dimensions - Overall Height as Specified Base - 4” High (101mm)x 6” (152mm)Wide x 9.6” (244mm)Length (base length) Material - 100% recycled rubber, UV resistant Ultimate Load Capacity - 200 lbs. (0.89kN)* (To increase load capacity use CLDP10 load distribution plate.) DURA-BLOK DBE-Series channel support is designed as a support of piping systems, cable tray, HVAC equipment and many other applications where elevation adjustment is critical. The DURA-BLOK is UV resistant and suitable for installation on any type of roofing material or other flat surfaces. For pipe straps/clamps, rollers and roller supports that can be used with these DURA-BLOK supports, see page 284. DBE - Series ** Longer base lengths available. Note: At heights above 12” (305mm), we suggest using the DB_DS Series Channel Support with Risers for additional stability to piping system. DBE10-12 Base with two (2) 1/2”-13 Electro Zinc All Threaded Rod Risers and a B3114-31/2 Pipe Roll with Sockets Dimensions - Overall Height 12” (305mm)from bottom of base to pipe contact point on roller. Base - 4” High (101mm)x 6” (152mm)Wide x 9.6” (244mm)Length (base length) Material - 100% recycled rubber, UV resistant Pipe Roll & Sockets - For up to 31/2” (90mm)pipe sizes. Ultimate Load Capacity - 200 lbs. (0.89kN)* (To increase load capacity use CLDP10 load distribution plate.) DURA-BLOK DBR-Series support is designed to support pipe up to 31/2” (90mm) nominal size where difference in elevation is required and longitudinal movement is expected. The DURA-BLOK is UV resistant and approved for installation on any type of roofing material or other flat surfaces. DBR - Series Adjustable Height * For Roof Loading, Consult Roofing Manufacturer or Engineer. As with most commercial roofs, the weakest point may be the insulation board beneath the rubber membrane. Part No. Adjustable Height Width Length Weight Each DBR10-12 up to 12” (305mm)6” (152mm)9.6” (244mm)6.46 (2.93kg) Part No. Adjustable Height Width Channel Length Weight Each DBE10-8 51/2” - 8” (140 - 203mm)6” (152mm)9.35” (161mm)5.68 (2.58kg) DBE10-12 51/2” - 12” (140 - 305mm)6” (152mm)9.35” (161mm)5.72 (2.59kg) DBE10-16 51/2” - 16” (140 - 406mm)6” (152mm)9.35” (161mm)5.76 (2.61kg) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. DURA-BLOK™Rooftop Supports 282Pipe Hangers & Supports D U R A - B L O K R o o f t o p S u p p o r t s Part No.Weight Each CLDP10 0.53 (0.24kg) Part No.Thickness Width Length CLDP10 11 Ga. (3.05mm)15/8” (41mm)91/2” (241mm) Steel Plate with Slots Dimensions - 15/8” (41mm)Wide x 61/2” (165mm)Long Material - 11 Ga. steel (3.0mm) Increases ultimate uniform load capacity on DBE & DBR Series supports to 500 lbs. (2.22kN) DURA-BLOK CLDP10 load bearing stabilizer plate increases load ratings for DBE Series and DBR Series supports by allowing the load from the threaded rods to be distributed over the length of the base instead of the point load where the rods attach to the base. CLDP10 Load Distribution Plate Loosen hex nuts and slide plate under the flat washers Retighten the hex nuts with plate in place All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. DURA-BLOK™Rooftop Supports Pipe Hangers & Supports283 DU R A - B L O K Ro o f t o p S u p p o r t s Above rollers can be mounted on DB Series, DB6 Series, and DB10 Series units. B3126 Series B-LINEB-LINEBVP150BVP150 1 1/2” I.P1 1 / 2 ” I . P .. BVT Series B2400 Series B218 B101 BTS B22SH B634 B22THTN Nuts HHCS B104 B219 SeriesB379 B479 B2000 Series Compatible Components Available to make DURA-BLOK bases more versatile B3124 Series All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. DURA-BLOK™Rooftop Supports 284Pipe Hangers & Supports Di f f e r e n t i a l P r e s s u r e G a g e s PR E S S U R E DWYER INSTRUMENTS, INC.| www.dwyer-inst.com4 Series 2000 Magnehelic®Differential Pressure Gages Indicate Positive, Negative or Differential, Accurate within 2%RoHS Select the Dwyer®Magnehelic®gage for high accuracy — guaranteed within 2% of full-scale — and for the wide choice of 81 models available to suit your needs precisely. Using Dwyer's simple, frictionless Magnehelic®gage movement, it quicklyindicates low air or non- corrosive gas pressures — either positive, negative (vacuum) or differential. The design resists shock, vibration and over-pressures. No manometer fluid to evaporate, freeze or cause toxic or leveling problems. It's inexpensive, too. The Magnehelic®gage is the industry standard to measure fan and blower pressures, filter resistance, air velocity, furnace draft, pressure drop across orifice plates, liquid levels with bubbler systems and pressures in fluid amplifier or fluidic systems. It also checks gas-air ratio controls and automatic valves, and monitors blood and respiratory pressures in medical care equipment. Mounting A single case size is used for most models of Magnehelic®gages. They can be flush or surface mounted with standard hardware supplied. Although calibrated for vertical position, many ranges above 1˝ may be used at any angle by simply re-zeroing. However, for maximum accuracy, they must be calibrated in the same position in which they are used. These characteristics make Magnehelic®gages ideal for both stationary and portable applications. A 4-9/16˝ hole is required for flush panel mounting. Complete mounting and connection fittings, plus instructions, are furnished with each instrument. See page 7 for more information on mounting accessories. SPECIFICATIONS Service: Air and non-combustible, compatible gases (natural gas option available). Note:May be used with hydrogen. Order a Buna-N diaphragm. Pressures must be less than 35 psi. Wetted Materials:Consult factory. Housing: Die cast aluminum case and bezel, with acrylic cover. Exterior finish is coated gray to withstand 168 hour salt spray corrosion test. Accuracy: ±2% of FS (±3% on - 0, -100 Pa, -125 Pa, 10MM and ±4% on - 00, -60 Pa, -6MM ranges), throughout range at 70°F (21.1°C). Pressure Limits: -20 in Hg to 15 psig† (-0.677 to 1.034 bar); MP option: 35 psig (2.41 bar); HP option: 80 psig (5.52 bar). Overpressure: Relief plug opens at approximately 25 psig (1.72 bar), standard gages only. See Overpressure Protection Note on next page. Temperature Limits: 20 to 140°F* (-6.67 to 60°C). -20°F (-28°C) with low temperature option. Size: 4˝ (101.6 mm) diameter dial face. Mounting Orientation: Diaphragm in vertical position. Consult factory for other position orientations. Process Connections: 1/8˝ female NPT duplicate high and low pressure taps - one pair side and one pair back. Weight: 1 lb 2 oz (510 g), MP & HP 2 lb 2 oz (963 g). Standard Accessories: Two 1/8˝ NPT plugs for duplicate pressure taps, two 1/8˝ pipe thread to rubber tubing adapter, and three flush mounting adapters with screws. (Mounting and snap ring retainer substituted for three adapters in MP & HP gage accessories.) Agency Approval:RoHS. Note: -SP models not RoHS approved. 1/8 FEMALE NPTHIGH PRESSURECONNECTION 1-3/4(44.45) 1/2(12.70) 1/8 FEMALENPT LOWPRESSURE CONNECTION 11/16(17.46) 17/32(13.49)ø4-3/4 (120.65) PANEL CUTOUT ø5(127) ø4-47/64(120.27) 3/16 (4.76)2-17/32(64.29) 15/32(11.91) ø4-1/2(114.3) 1-1/4(31.75) ø5-1/2(139.70) MOUNTING RING RUBBER PRESSURE RELIEF PLUG WILL UNSEAT ITSELFWHEN GAGE ISOVERPRESSURIZED (3) 6-32 X 3/16 (4.76) DEEP HOLESEQUALLY SPACED ON A Ø4-1/8 (104.78) BOLT CIRCLE FORPANEL MOUNTING 1/8 FEMALE NPTHIGH PRESSURE CONNECTION 1-3/4(44.45) 1/2(12.70) 1/8 FEMALE NPTLOW PRESSURECONNECTION 11/16(17.46) 15/32(11.91) 1-11/16 (42.86) Ø4-1/2(114.3) 1-1/4(31.75) 17/32(13.49) .025 (.64) SPACE CREATED BY 3SPACER PADS WHEN SURFACE MOUNTED. DO NOT OBSTRUCT. PROVIDES PATH FOR RELIEF OF OVERPRESSURE. 1/8 FEMALENPT HIGH PRESSURECONNECTION 1/8 FEMALENPT LOW PRESSURECONNECTION 7/16(11.11) Ø4-3/4 (120.65) Flush, Surface or Pipe Mounted Enclosure Mounted ACCESSORIES †For applications with high cycle rate within gage total pressure rating, next higher rating is recommended. See Medium and High pressure options at lower left. A-605B Air Filter Gage Accessory Kit, Air filter kit with two plastic open/close valves, two 4˝ steel static tips, plastic tubing and mounting flange A-605C Air Filter Gage Accessory Kit, Air filter kit with two plastic open/close valves, two plastic static tips, plastic tubing and mounting flange Model A-432 Portable Kit Combine carrying case with any Magnehelic®gage of standard range, except high pressure connection. Includes 9 ft (2.7 m) of 3/16˝ ID rubber tubing, standhang bracket and terminal tube with holder. Model A-605 Air Filter Gage Accessory Kit Adapts any standard Magnehelic®gage for use as an air filter gage. Includes aluminum surface mounting bracket with screws, two 5 ft (1.5 m) lengths of 1/4˝ aluminum tubing two static pressure tips and two molded plastic vent valves, integral compression fittings on both tips and valves. 004_Layout 2 7/12/13 11:17 AM Page 4 D i f f e r e n t i a l P r e s s u r e G a g e s P R E S S U R E 5 Series 2000 Magnehelic®Gage Models & Ranges Dual Scale Air Velocity Units For use with pitot tube Zero Center Ranges 2300-6MM†••2300-10MM†•2300-20MM†• Model 2000-00AV†•• 2000-0AV†• 2001AV 2002AV 2005AV 2010AV Model 2000-60NPA†••2000-60PA†•• 2000-100PA†•2000-125PA†• 2000-250PA2000-300PA 2000-500PA2000-750PA 2000-1000PA Model 2000-6MM†••2000-10MM†•2000-15MM2000-25MM2000-30MM2000-50MM2000-80MM2000-100MM2000-125MM2000-150MM2000-200MM2000-250MM2000-300MM Model2000-0.5KPA2000-1KPA2000-1.5KPA2000-2KPA2000-2.5KPA2000-3KPA2000-4KPA2000-5KPA2000-8KPA2000-10KPA2000-15KPA2000-20KPA2000-25KPA2000-30KPA 2300-1KPA2300-2KPA2300-2.5KPA2300-3KPA Model2300-60PA†••2300-100PA†•2300-120PA2300-200PA2300-250PA2300-300PA2300-500PA2300-1000PA Dual Scale English/Metric Models Model 2000-00D†••2000-0D†•2001D2002D2003D2004D2005D2006D2008D2010D2015D2020D2025D2050D2060D Range,in w.c.0-.250-0.50-1.00-2.00-3.00-4.00-5.00-6.00-8.00-100-150-200-250-500-60 Zero Center Ranges Zero Center Ranges 2300-00†••2300-0†• 23012302 23042310 23202330 Model 220122022203220422052210*2215*2220*2230** Model2000-15CM2000-20CM2000-25CM2000-50CM2000-80CM2000-100CM2000-150CM2000-200CM 2000-250CM2000-300CM 2300-4CM 2300-10CM2300-30CM Model 2000-00N†••2000-00†••2000-0†•2001200220032004200520062008201020122015202020252030204020502060208021002120215021602180* 2250* †These ranges calibrated for vertical scale position. • Accuracy +/-3% • • Accuracy +/-4%*MP option standard **HP option standard Zero Center Ranges Zero Center Ranges O-ring seal for cover assures pressure integrity of case. OVERPRESSURE PROTECTIONBlowout plug is comprised of a rubber plug on the rear whichfunctions as a relief valve by unseating and venting the gageinterior when over pressure reaches approximately 25 psig (1.7bar). To provide a free path for pressure relief, there are fourspacer pads which maintain 0.023˝ clearance when gage issurface mounted. Do not obstruct the gap created by these pads.The blowout plug is not used on models above 180˝ of waterpressure, medium or high pressure models, or on gages whichrequire an elastomer other than silicone for the diaphragm.The blowout plug should not be used as a system overpressurecontrol. High supply pressures may still cause the gage to fail dueto over pressurization, resulting in property damage or seriousinjury. Good engineering practices should be utilized to preventyour system from exceeding the ratings or any component. Die cast aluminum case is precision made and iridite-dipped towithstand 168 hour salt spray corrosion test. Exterior finished inbaked dark gray hammerloid. One case size is used for allstandard pressure options, and for both surface and flushmounting. Silicone rubber diaphragm with integrally molded O-ring issupported by front and rear plates. It is locked and sealed inposition with a sealing plate and retaining ring. Diaphragm motionis restricted to prevent damage due to overpressures. Samarium Cobalt magnet mounted at one end of range springrotates helix without mechanical linkages. Bezel provides flange for flush mounting in panel. Clear plastic face is highly resistant to breakage. Providesundistorted viewing of pointer and scale. Precision litho-printed scale is accurate and easy to read. Red tipped pointerof heat treated aluminum tubing is easyto see. It is rigidly mounted on the helix shaft. Pointer stops of molded rubber prevent pointer over-travelwithout damage. “Wishbone” assembly provides mounting for helix, helixbearings and pointer shaft. Jeweled bearings are shock-resistant mounted;providevirtually friction-free motion for helix. Motion damped with high viscosity silicone fluid. Zero adjustment screw is conveniently located in the plastic cover, and is accessible without removing cover. O-ring seal provides pressure tightness. Helix is precision made from an alloy of high magnetic permeability. Mounted in jeweled bearings, it turns freely, following the magnetic field to move the pointer across the scale. Calibrated range spring is flat spring steel. Small amplitude of motion assures consistency and long life. It reacts to pressure on diaphragm. Live length adjustable for calibration. VELOCITY AND VOLUMETRIC FLOW UNITS Scales are available on the Magnehelic®that read in velocity units (FPM, m/s) or volumetric flow units (SCFM, m3/s, m3/h). Stocked velocity units with dual range scales in inches w.c. and feet per minute are shown above. For other ranges contact the factory. When ordering volumetric flow scales please specify the maximum flow rate and its corresponding pressure. Example: 0.5 in w.c. = 16,000 CFM. CONTACT US | U.S. 219/879-8000 | U.K. (+44) (0)1494-461707 | A.U. (+61) (0) 2 4272 2055 | China +852-23181007 Range in W.C./Velocity F.P.M.0-.25/300-2000 0-.50/500-2800 0-1.0/500-4000 0-2.0/1000-5600 0-5.0/2000-8800 0-10/2000-12500 .5-0-.51-0-11.25-0-1.251.5-0-1.5 Range,kPa0-0.5 0-10-1.50-20-2.50-30-40-50-80-100-150-200-250-30 Range,Pa or kPa0-62 Pa0-125 Pa0-250 Pa0-500 Pa0-750 Pa0-1.0 kPa0-1.25 kPa0-1.5 kPa0-2.0 kPa0-2.5 kPa0-3.7 kPa0-5 kPa0-6.2 kPa0-12.4 kPa0-15 kPa 3-0-35-0-510-0-10 Range, Pa10-0-500-600-1000-125 0-250 0-3000-500 0-7500-1000 Range MMof Water0-6 0-100-150-250-30 0-500-80 0-1000-1250-1500-2000-2500-300 Range, Pa30-0-3050-0-5060-0-60100-0-100125-0-125150-0-150250-0-250500-0-500 0.125-0-0.125.25-0-.25.5-0-.51-0-12-0-25-0-510-0-1015-0-15 2-0-25-0-5 15-0-15 Range Inches of Water .05-0-.20-.25 0-.500-1.0 0-2.0 0-3.0 0-4.0 0-5.0 0-6.0 0-8.0 0-100-12 0-15 0-20 0-25 0-30 0-400-50 0-600-80 0-1000-120 0-1500-160 0-1800-250 RangePSI 0-10-2 0-30-4 0-50-10 0-150-20 0-30 Range, CM ofWater 0-150-20 0-25 0-50 0-80 0-100 0-150 0-200 0-2500-300 A-310A 3-Way Vent Valves In applications where pressure is continuous and the Magnehelic®gage is connected by metal or plastic tubing which cannot be easily removed, we suggest using Dwyer A-310A vent valves to connect gage. Pressure can then be removed to check or re-zero the gage. ACCESSORIES A-321, Safety Relief Valve A-448, 3-piece magnet kit for mounting Magnehelic®gage directly to magnetic surface A-135, Rubber gasket for panel mounting A-401, Plastic Carry Case 005_Layout 2 7/12/13 11:19 AM Page 5 Di f f e r e n t i a l P r e s s u r e T r a n s m i t t e r s PR E S S U R E DWYER INSTRUMENTS, INC.| www.dwyer-inst.com56 Magnesense®Differential Pressure Transmitter Monitors Pressure & Air Velocity Series MS Ø3-7/16 [Ø87.31] 2-41/64 [67.07] 1/2 NPT 21/32 [16.67]21/32 [16.67]29/32[23.02]1/2 [12.70] 57/64[22.62] (3) 3/16 (4.76) HOLESEQUALLY SPACED ON A4.115 (104.52) BC 2-11/64[55.17] 2-9/16 [65.09] 8-1/8 [206.38] Ø35/84 [13.87] SPECIFICATIONS Service:Air and non-combustible, compatible gases. Wetted Materials:Consult factory. Accuracy:±1% for 0.25˝ (50 Pa), 0.5˝ (100 Pa), 2˝ (500 Pa), 5˝ (1250 Pa), 10˝ (2 kPa), 15˝ (3 kPa), 25˝ (5 kPa) ±2% for 0.1˝ (25 Pa), 1˝ (250 Pa) and all bi- directional ranges. Stability:±1% / year FSO. Temperature Limits:0 to 150°F (-18 to 66°C). Pressure Limits:1 psi maximum, operation; 10 psi, burst. Power Requirements:10 to 35 VDC (2-wire); 17 to 36 VDC or isolated 21.6 to 33 VAC (3-wire). Output Signals:4 to 20 mA (2-wire); 0 to 5 V, 0 to 10 V (3-wire). Response Time:Adjustable 0.5 to 15 sec. time constant. Provides a 95% response time of 1.5 to 45 seconds. Zero & Span Adjustments:Digital push button. Loop Resistance:Current output: 0-1250 Ω max; Voltage output: min. load resistance 1 kΩ. Current Consumption:40 mA max. Display (optional):4 digit LCD. Electrical Connections: 4-20 mA, 2-Wire: European style terminal block for 16 to 26 AWG. 0-10 V, 3-Wire: European style terminal block for 16 to 22 AWG. Electrical Entry:1/2˝ NPS thread. Accessory (A-151): Cable gland for 5 to 10 mm diameter cable. Process Connections:3/16˝ ID tubing (5 mm ID). Maximum OD 9 mm. Enclosure Rating:NEMA 4X (IP66). Mounting Orientation:Diaphragm in vertical position. Weight:8.0 oz (230 g). Agency Approvals:CE. The Series MS Magnesense®Differential Pressure Transmitter is an extremely versatile transmitter for monitoring pressure and air velocity. This compact package is loaded with features such as: • Field selectable English or Metric ranges • Field upgradeable LCD display • Adjustable damping of output signal (with optional display) • Ability to select a square root output for use with pitot tubes and other similar flow sensors Along with these features, the patented magnetic sensing technology provides exceptional long term performance and enables the Magnesense®Differential Pressure Transmitter to be the single solution for your pressure and flow applications. Output 4-20 mA 0-10 V 0-5 V 4-20 mA 0-10 V 0-5 V 4-20 mA 4-20 mA 4-20 mA 0-10 V 0-10 V 0-10 V 4-20 mA 0-10 V 0-5 V Model MS-121* MS-321* MS-721* MS-111* MS-311* MS-711* MS-131 MS-141 MS-151 MS-331 MS-341 MS-351 MS-021 MS-221 MS-621 Standard MS with optional LCD MS with optional LCD and static probe See page 567 for process tubing options. ACCESSORIES A-435,Field Upgradeable LCD A-480, Plastic Static Pressure Tip A-481,Installer kit. Includes 2 plastic static pressure tips and 7 ft (2.1 m) of PVC tubing A-489,4˝ Straight Static Pressure Tip with Flange A-302F-A,303 SS Static Pressure Tip with mounting flange. For 3/16˝ ID rubber or plastic tubing. 4˝ insertion depth. Includes mounting screws SCD-PS,100 to 240 VAC/VDC to 24 VDC Power Supply OPTIONS Note:Add -LCD to end of model for units with display. *Models available with duct mount static pressure probe. Change last digit from 1 to 2. Ex. MS-122 Add suffix -NIST to end of model numbers for NIST traceable calibration certificate.Example: MS-021-NIST. Add suffix -FC to end of model numbers for factory calibration certificate. Example:MS-021-FC. Selectable Ranges 0.1˝, 0.25˝, 0.5˝ w.c. (25, 50, 100 Pa) 0.1˝, 0.25˝, 0.5˝ w.c. (25, 50, 100 Pa) 0.1˝, 0.25˝, 0.5˝ w.c. (25, 50, 100 Pa) 1˝, 2˝, 5˝ w.c. (250, 500, 1250 Pa) 1˝, 2˝, 5˝ w.c. (250, 500, 1250 Pa) 1˝, 2˝, 5˝ w.c. (250, 500, 1250 Pa) 10˝ w.c. (2 kPa) 15˝ w.c. (3 kPa) 25˝ w.c. (5 kPa) 10˝ w.c. (2 kPa) 15˝ w.c. (3 kPa) 25˝ w.c. (5 kPa) ±0.1˝, 0.25˝,0.5˝ w.c. (±25, 50, 100 Pa) ±0.1˝, 0.25˝,0.5˝ w.c. (±25, 50, 100 Pa) ±0.1˝, 0.25˝,0.5˝ w.c. (±25, 50, 100 Pa) 056_Layout 2 7/12/13 11:55 AM Page 56