Loading...
HomeMy WebLinkAboutEVALUATIONGEOTECHNICAL ENGINEERING EVALUATION 3163 HAMMOND ROAD MISSIONARY FLIGHTS INTERNATIONAL PROPOSED RECREATIONAL VEHICLE PARK ST. LUCIE COUNTY, FLORIDA AACE FILE No. 18-104 SCANNED BY St. Lucie County ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 834 SW Swan Avenue Port St. Lucie, Florida 34983 Ph:772-807-9191 Fx:772-807-9192 www.aaceinc.com TABLE OF CONTENTS GEOTECHNICAL ENGINEERING EVALUATION 3163 HAMMOND ROAD MISSIONARY FLIGHTS INTERNATIONAL PROPOSED RECREATIONAL VEHICLE PARK ST. LUCIE COUNTY, FLORIDA AACE FILE No. 18-104 PAGE a 1.0 INTRODUCTION..................................................................... 1 2.0 EXECUTIVE SUMMARY................................................................. 1 3.0 SITE INFORMATION AND PROJECT UNDERSTANDING ........................................... 2 3.1 Site Location and Description ............................................. 2 3.2 Review of USDA Soil Survey ............................................... 2 3.3 Project Understanding................................................... 2 4.0 FIELD EXPLORATION PROGRAM.......................................................... 3 5.0 OBSERVED SUBSURFACE CONDITIONS...................................................... 3 5.1 General Soil Conditions .................................................. 3 5.2 Measured Groundwater Level ............................................ 3 5.3 Estimated Normal Seasonal High Groundwater Table .......... I ............. 4 6.0 LABORATORY TESTING PROGRAM........................................................ 4 7.0 GEOTECHNICAL ENGINEERING EVALUATION .................................................. 5 7.1 General................................................................ 5 7.1 Site Preparation Recommendations ........................................ 5 7.2.1 Clearing....................................................... 5 7.2.2 Compaction Procedures .......................................... 5 7.2.3 Fill Material and Pond Excavation .................................. 6 7.3 Building Foundation and Slab Design ...................................... 6 8.0 PAVEMENT RECOMMENDATIONS......................................................... 7 9.0 QUALITY CONTROL................................................................... 8 10.0 CLOSURE.......................................................................... 8 • Figure No. 1- Site Vicinity Maps • Figure No. 2 - Field Work Location Plan • Sheets No. 1 and 2 - Soil Boring Profiles • Appendix I - USDA Soil Survey Information • Appendix II - General Notes (Soil Boring, Sampling and Testing Methods) • Appendix III - AACE Project Limitations and Conditions ANDERSEN ANDRE CONSULTING ENGINEERS, INC.® WW W .AACEINC. COM ANDERSEN ANDRE CONSULTING ENGINEERS, INC. AACE File No. 18-104 Geotechnical Engineering January 24, 2018 Construction Materials Testing Environmental Consulting Missionary Flights International 3170 Airmans Drive Fort Pierce, FL 34946 Attn: Mr. Joe Karabensh GEOTECHNICAL ENGINEERING EVALUATION 3163 HAMMOND ROAD MISSIONARY FLIGHTS INTERNATIONAL PROPOSED RECREATIONAL VEHICLE PARK ST. LUCIE COUNTY, FLORIDA 1.0 INTRODUCTION In accordance with your request and authorization, Andersen Andre Consulting Engineers, Inc. (AACE) has completed a subsurface exploration and geotechnical engineering analyses for the above referenced project. The purpose of performing this exploration was to explore shallow soil types and groundwater levels as they relate to the proposed construction project, and restrictions which these soil and groundwater conditions may place on the proposed development. Ourwork included Standard Penetration Test (SPT) borings, auger borings, laboratory testing, and engineering analysis. This report documents our explorations and tests, presents our findings, and summarizes our conclusions and recommendations. 2.0 EXECUTIVE SUMMARY The following summary is intended to provide a brief overview of our findings and recommendations; however, the report should be read in its entirety by the project design team members. • The proposed cottage and clubhouse building sites were found to be underlain by soils which are generally satisfactory to support the proposed low-rise construction on conventional spread foundations. A maximum design foundation bearing pressure of 2,500 pounds per square foot (psf) is recommended for the proposed structures. • Typical pavement sections (including the proposed RV sites) consisting of an asphaltic or rigid concrete wearing surface atop a calcareous base,followed by a stabilized subgrade on compacted natural soils is considered appropriate for the project, provided adequate separation between the pavementsection and the seasonal high water table elevation can be maintained. • Site preparation procedures will include clearing, stripping and grubbing of all surface vegetation and organic topsoil, followed by proofrolling of building and pavement areas. • Borings performed within the proposed detention area encountered fine sands and slightly clayey fine sands which are generally considered suitable for use as a fill source, as discussed further in Section 7.2.3. • The groundwater table was encountered at depths of about 3.5 to 4.5 feet below the existing grades. 834 Swan Avenue, Port St. Lucie, Florida 34983 Ph: 772-807-9191 Fx: 772-807-9192 www.aaceinc.com MISSIONARY FLIGHTS INTERNATIONAL- PROPOSED RECREATIONAL VEHICLE PARK Page -2- AACE File No. 18-104 3.0 SITE INFORMATION AND PROJECT UNDERSTANDING 3.1 Site Location and Description The subject 5.2-acre (±) site is located on the northwest corner of Hammond Road and Steel Boulevard in St. Lucie County, Florida (within Section 30, Township 34 South, Range 40 East), and is listed on the St. Lucie County Property Appraiser's web site as having the address 3163 Hammond Road. The location of the subject site is graphically depicted on the Site Vicinity Map (2017 aerial photograph) as well as on a reproduction of the 1983 USGS Quadrangle Map of "Fort Pierce NW, Florida", both presented as our Figure No. 1. The USGS Quadrangle Map depicts the subject propertyas being relativelylevel with an average surface elevation of about 19feetrelative to the National Geodetic Vertical Datum of 1929. The undeveloped parcel is currently mildly overgrown with trees and underbrush but is accessible to vehicular traffic in many locations. 3.2 Review of USDA Soil Survey According to the USDA NRCS Web Soil Survey, the subject site is underlain by the following soil types: Map Unit 21- Lawnwood and Mvakka sands [eastern two-thirds of the site] This composite soil type is noted to consist ofsandy marine deposits found within flatwoods on historic marine terraces, with sands present to depths in excess of 80 inches below grade. Map Unit 51- Wave land-Lawnwood complex, depressional [western one-third of the site] This soil complex is noted to consist of sandy marine deposits found within depressions on historic marine terraces, with fine sands, sands and loamy sands present to depths in excess of 80 inches below grade. The approximate location of the subject site is shown superimposed on an aerial photograph (obtained from the USDA Web Soil Survey) on Figure No. 1, and the USDA Web Soil Survey summary report is included in Appendix I. 3.3 Project Understanding Based on our review of the forwarded site plan (prepared by EDC and dated 12/29/16), we understand that it is proposed to construct a series of single -story cottages and a single -story clubhouse on the subject site. We have not been provided with any structural or architectural information relative to these structures, however, we expect that they will be constructed with load -bearing masonry walls and possibly isolated columns. For this type of construction we expect maximum wall loads of 1-2 kips per lineal foot and maximum column loads of 50 kips (if any). Additional site improvements will include a number of paved RV parking sites along Steel Boulevard, an internal paved driveway, as well as a dry detention area. It is expected that a maximum of 2-3 feet of fill will be placed to raise the general site and building grades. Details of the provided Site Plan are presented as our Boring Location Plan, Figure No. 2. MISSIONARY FLIGHTS INTERNATIONAL -PROPOSED RECREATIONAL VEHICLE PARK Page -3- AACE File No. 18-104 4.0 FIELD EXPLORATION PROGRAM To explore subsurface conditions at the site, the exploration program summarized in Table 1 below was completed: Table 1- Field Exploration Program Field Work Type Standard # of Borings Depth Below Grade [feet] Location Standard Penetration Test ASTM 5 15 Referto (SPT) Boring D1586 Figure No. 2 Auger Boring ASTM 8 6-10 Refer to D1452 Figure No. 2 Our field exploration program was completed in the period January 10-18, 2018. The field work locations shown on Figure No. 2 were determined in the field by our field crew using the provided site plan, obtained aerial photographs, existing site features, and a combination of a hand-held WAAS-enabled GPS instrument and tape/wheel measurements. The field work locations should be considered accurate only to the degree implied by the method of measurement used. We anticipate that the actual locations are within 15 feet of those shown on Figure No. 2. Summaries of AACE's field procedures are included in Appendix II and the individual soil boring profiles are presented on the attached on Sheets No. 1 and 2. Samples obtained during performance of the borings were visually classified in the field, and representative portions of the samples were transported to our laboratory in sealed samplejars forfurther classification. The soil samples recovered from our explorations will be kept in our laboratoryfor 60 days, then discarded unless you specifically request otherwise. 5.0 OBSERVED SUBSURFACE CONDITIONS 5.1 General Soil Conditions Detailed subsurface conditions are illustrated on the soil boring profiles presented on the attached Sheets No. 1 and 2. The stratification of the boring profiles represents our interpretation of the field boring logs and the results of laboratory examinations of the recovered samples. The stratification lines represent the approximate boundary between soil types. The actual transitions may be more gradual than implied. In general terms, the soils on this site at the locations and depths explored, consist of a few inches of topsoil (sands with roots/organics) followed by very loose to moderately dense fine sands (SP) and slightly clayey fine sands (SP-SC). It is noted that, in some borings and within the upper stratum of fine sands (SP), dark brown hardpan -type soils were encountered with varying degree of cementation. The above soil profile is outlined in general terms only. Please refer to the attached Sheets No. 1 and 2 for individual soil profile details. 5.2 Measured Groundwater Level The groundwater table depth as encountered inthe borings during the field investigations is shown adjacent to the soil profiles on the attached Sheets No. 1 through 2. As can be seen, the groundwater table was generally encountered at depths ranging from about 3.5 feet to about 4.5 feet below the existing ground surface, with this range likely attributed to similar, localized variations in site topography. Fluctuations in groundwater levels should be anticipated throughout the year primarily due to seasonal variations in rainfall and other factors that may vary from the time the borings were conducted. MISSIONARY FLIGHTS INTERNATIONAL - PROPOSED RECREATIONAL VEHICLE PARK Page -4- AACE File No. 18-104 5.3 Estimated Normal Seasonal High Groundwater Table The groundwater table will fluctuate seasonally, primarily based on rainfall. The normal seasonal high groundwater level is likely during the rainy season in Southeast Florida, typically between June and September of each year. The water table elevations associated with a 100-year flood level (or during an extreme storm event) would be much higher than the normal seasonal high watertable elevation. The normal seasonal high groundwater table can also be influenced by the presence of relief points such as canals, lakes, ponds, swamps, etc., as well as by the drainage characteristics of the in -situ soils. Based upon our field exploration, our observation of recovered soil samples and on review of the soil survey, we estimate that the normal seasonal high groundwater level at the boring locations is about 1 to 2 feet above the levels encountered in the borings. The estimated normal seasonal high groundwater levels do not provide any assurance that the groundwater levels will not exceed these estimated levels during any given year in the future. Drainage impediments, storm events or other such occurrences may result in groundwater levels exceeding our estimates. If a more accurate determination of the seasonal groundwater level variations on this site is prudent for the design of the project, we would recommend installing a number of piezometers and performing periodic monitoring of the ambient groundwater levels. 6.0 LABORATORY TESTING PROGRAM Our drillers observed the soil recovered from the SPTsampler and the augers, placed the recovered soil samples in moisture proof containers, and maintained a log for each boring. The recovered soil samples, along with the field boring logs, were transported to our Port St. Lucie soils laboratory where they were visually examined by AACE's project engineer to determine their engineering classification. The visual classification of the samples was performed in accordance with the Unified Soil Classification System, USCS. Representative samples were also selected for limited index laboratory testing, consisting of moisture content tests (ASTM D2216) and percent fines tests (ASTM D1140). These tests were performed to aid in classifying the soils and to help evaluate the general engineering characteristics of the site soils. The results of our visual classifications and laboratory testing are presented on the soil boring profiles on Sheets No. 1 and 2. - Balance of page left blank intentionally - MISSIONARY FLIGHTS INTERNATIONAL - PROPOSED RECREATIONAL VEHICLE PARK Page -5- AACE File No. 18-104 7.0 GEOTECHNICAL ENGINEERING EVALUATION 7.1 General Based on the findings of our site exploration, our evaluation of subsurface conditions, and judgment based on our experience with similar projects, we conclude that the soils underlying this site are generally satisfactory to support the proposed low-rise construction on conventional spread foundations. However, in our opinion, the bearing capacity of the loose near -surface soils should be improved in order to reduce the risk of unsatisfactory foundation performance. The general soil improvement we recommend includes proofrolling the individual building sites with a heavy vibratory roller. Following are specific recommendations for site preparation procedures, foundation design, and pavement systems for the project. 7.2 Site Preparation Recommendations 7.2.1 Clearing The individual building areas within lines five feet outside building perimeters should be cleared, grubbed and stripped of all surface vegetation, stumps, trash, debris and topsoil, and stump excavations should be backfilled and compacted as noted below. 7.2.2 Compaction Procedures Following clearing, the proposed building areas, RV sites, and parking/driveway/roadway areas should be proofrolled with a 10 ton vibratory roller; any soft, yielding soils detected should be excavated and replaced with clean, compacted backfill that conforms with the recommendations below. Sufficient passes should be made during the proofrolling operations to produce dry densities not less than 95 percent of the modified Proctor (ASTM D1557) maximum dry density of the compacted material to depths of 2 feet below the compacted surface, or 2 feet below the bottom of footings, whichever is lower. In any case, the building and parking areas should receive not less than 10 overlapping passes, half of them in each of two perpendicular directions. After the exposed surface has been proofrolled and tested to verify that the desired dry density has been obtained, the building and pavement areas may be filled to the desired grades. All fill material should conform to the recommendations below. It should be placed in uniform layers not exceeding 12 inches in loose thickness. Each layer should be compacted to a dry density not less than 95 percent of its modified Proctor (ASTM D1557) maximum value. After completion of the general site preparations discussed above, the bottom of foundation excavations dug through the compacted natural ground, fill or backfill, should be compacted so as to densify soils loosened during or after the excavation process, or washed or sloughed into the excavation priorto the placement of forms. Avibratory, walk -behind plate compactor can be used for this final densification immediately prior to the placement of reinforcing steel, with previously described density requirements to be maintained below the foundation level. The groundwater must be lowered (if needed) to allow maintaining the required density level and a firm working surface for the placement of the foundations. Following removal of foundation forms, backfill around foundations should be placed in lifts six inches or less in thickness, with each lift individually compacted with a plate tamper. The backfill should be compacted to a dry density of at least95 percentof the modified Proctor (ASTM D-1557) maximum dry density. MISSIONARY FLIGHTS INTERNATIONAL - PROPOSED RECREATIONAL VEHICLE PARK Page -6- AACE File No. 18-104 7.2.3 Fill Material and Pond Excavation All fill material under the buildings and pavement should consist of clean sands free of organics and other deleterious materials. The fill material should have not more than 10-12 percent by dry weight passing the U.S. No. 200 sieve, and no particle larger than 3 inches in diameter. Backfill behind walls, if any, should be particularly pervious, with not more than 4 percent by dry weight passing the U.S. #200 sieve. The encountered shallow fine sands (SP) and hardpan -type soils are generally considered to be suitable for use as a fill source. However, the encountered hardpan -type soils (weakly cemented fine sands with silt) can occasionally be difficult to excavate, potentially requiring special equipment. Should excavation result in hardpan -type soils appearing as "boulder -size" chunks of cemented soils we recommend that the contractor segregate these materials from the sandy materials. Typically, with additional processing, any such hardpan boulders can be adequately broken down and used as fill, backfill, or otherwise. The encountered slightly clayey fine sands (SP-SC) are suitable for structural fill, but will likely be more difficult to compact due to their inherent nature to retain excess soil moisture. If the use of slightly clayey soils is desired, it may be necessaryto stockpile these soils in orderfor them to drain. Thinner lifts (perhaps 6 to 8 inches in loose thickness) may be required for placement and compaction of these soils. Further, it may become necessary to mix these soils with drier, cleaner granular sands prior to placement to increase the "workability" of these soils. The encountered organictopsoil is not considered suitable for use as anytype of fill, other than in landscaped areas or other non-structural areas. 7.3 Building Fouundation an&Sla DD c Afterthe foundation soils have been prepared as recommended above, the site should be suitable for supporting the proposed low-rise construction on conventional shallow foundations (or monolithic slabs) proportioned for an allowable bearing stress of 2,500 pounds per square foot [psf), or less. To provide an adequate factor of safety against a shearing failure in the subsoils, all continuous foundations should be at least 18 inches wide, and all individual column footings should have a minimum width of 36 inches. Exterior foundations should bear at least 18 inches below adjacent outside final grades. Based upon the boring information and the assumed loading conditions, we estimate that the recommended allowable bearing stress will provide a minimum factor of safety in excess of two against bearing capacity failure. With the site prepared and the foundations designed and constructed as recommended, we anticipate total settlements of one inch or less, and differential settlement between adjacent similarly loaded footings of less than one -quarter of an inch. Because of the granular nature of the subsurface soils, the majority of the settlements should occur during construction; post -construction settlement should be minimal. The project QA/QC representative (testing agency) should inspect all footing excavations in order to verify that footing bearing conditions are consistent with expectations. Foundation concrete should not be cast over a foundation surface containing topsoil or organic soils, trash of any kind, surface made muddy by rainfall runoff, or groundwater rise, or loose soil caused by excavation or other construction work. Reinforcing steel should also be clean at the time of concrete casting. If such conditions develop during construction, the reinforcing steel must be lifted out and the foundation surface reconditioned and approved by the testing agency. MISSIONARY FLIGHTS INTERNATIONAL - PROPOSED RECREATIONAL VEHICLE PARK Page -7- AACE File No. 18-104 After the ground surface is proofrolled and filled, if necessary, as recommended in this report, the floor slab can be placed directly on the prepared subgrade. For design purposes, we recommend using a subgrade reaction modulus of 200 pounds per cubic inch (pci) for the compacted shallow sands. In our opinion, a highly porous base material is not necessary. We recommend to use a minimum of 10 mil polyolefin film as the main component of a vapor barrier system. 8.0 PAVEMENT RECOMMENDATIONS We recommend a standard -duty (15-year design life) pavement section consisting of an asphaltic concrete wearing surface on a calcareous base course supported on stabilized subbase over well - compacted subgrade. After clearing and proofrolling the site surface as previously recommended, the surficial soils should be suitable to support the pavement sections. The embankment material should be compacted to a dry density of 98 percent of the modified Proctor (ASTM D-1557 orAASHTO T-180) maximum dry density of the compacted soil to a depth of one foot below the surface. The subbase material to a depth of 12 inches should have a minimum Limerock Bearing Ratio (LBR) value (FDOT FM 5-515) of 40 and it should be compacted to at least 98 percent of its modified Proctor (ASTM D-1557 orAASHTOT-180) maximum drydensity. The surficial fine sand (SP) on this site does not appearto have the required LBR value and may require mixing. The base course may consist of crushed limerock or coquina and should have a minimum Limerock Bearing Ratio (LBR) value (FDOT FM 5-515) of 100. We recommend a base course at least 6 inches thick for standard pavements which:may be placed and compacted in a single layer. All base course material should be compacted to at least 98 percent of its modified Proctor maximum dry density. The bottom of the base course should be separated from the Seasonal High Water Table bV at least 18 inches. If this cannot be achieved, consideration could be given to utilizing an asphaltic base course (black base) and/or roadway underdrains. We recommend an FDOT Type SP asphaltic structural course (min. Marshall Stability of 1,000 Ibs), 1.5 inches thick, and placed and compacted in two layers. Care must be exercised to place the asphalt over dry, well primed base material. If rigid pavements orsidewalks are proposed, the subgrade material should be compacted to a dry density of 98 percent of the modified Proctor (ASTM D1557 or AASHTO T-180) maximum dry density of the compacted soil to a depth of two feet below the surface. The subgrade surface should be saturated immediately prior to concrete placement to provide adequate moisture for curing of the concrete. We recommend a five -inch thick pavementsection ofunreinforced Portland cementconcrete. The concrete should have a minimum 28-day compressive strength of4,000 psi. Construction control joints should be placed no more than 12 feet apart in either direction and should be at least one - quarter of the thickness of the concrete. They should be cut as soon as the concrete will support the crew and equipment (8 to 12 hours). The concrete should be cured by moist curing or by application of a liquid curing compound. MISSIONARY FLIGHTS INTERNATIONAL - PROPOSED RECREATIONAL VEHICLE PARK Page -8- AACE File No. 18-104 9.0 QUALITY CONTROL We recommend establishing a comprehensive quality control program to verify that all site preparation and pavement/drainage construction is conducted in accordance with the appropriate plans and specifications. Materials testing and inspection services should be provided by Andersen Andre Consulting Engineers, Inc. 10.0 CLOSURE The geotechnical evaluation submitted herein is based on the data obtained from the soil boring profiles presented on Sheets No. 1 and 2, and. our understanding of the project as previously described. Limitations and conditions to this report are presented in Appendix III. This report has been prepared in accordance with generally accepted soil and foundation engineering practicesforthe exclusive use of Missionary Flights International. No otherwarranty, expressed or implied, is made. We are pleased to be of assistance to you on this phase of your project. When we may be of further service to you or should you have any questions, please contact us. ANDERSEN ANDRE CONSU\I NI�� (fb W.)) NC. Certificate of Authoriza�ialir ��� ,y�ot NSF •,Fgcp Peter G. Andersen, E. David P. Andre, P.E. Principal Engineg -g/ gFrg ,%� Principal Engineer Fla. Reg. No. 579�$�0 %P . N Fla. Reg. No. 53969 i RLORX'O, PGA/DPA:pa �QN M-�?�\ 1I Iij (/Ill II" cc (via email): Mr. Brad Currie & Mr. Steven Frink w/EDC, Inc. ANDERSEN ANDRE CONSULTING ENGINEERS, INC. W W W.AACEINC. COM JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4349610 OR BOOK 4041 PAGE 650, Recorded 09/15/2017 04:57:17 PM SCANNED BY St. Lucie County 1. RESOLUTION 2017-162 2 File Number: MJSP 420175121 3 4 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF 5 ST. LUCIE COUNTY GRANTING MAJOR SITE PLAN APPROVAL FOR 6 A RECREATIONAL VEHICLE PARK TO BE.KNOWN AS MISSIONARY 7 FLIGHTS INTERNATIONAL RECREATIONAL VEHICLE PARK ON 8 APPROXIMATELY 5.20 ACRES OF PROPERTY LOCATED IN ST. 9 LUCIE COUNTY, FLORIDA. 10 11 WHEREAS, the Board of County Commissioners of St. Lucie County, Florida, based on 12 the testimony and evidence, including but not limited to the staff report, has made the 13 following determinations: 14 15 1. Missionary Flights International, Inc. presented a petition for a Major Site Plan to 16 be known as Missionary Flights International Recreational Vehicle Park consisting 17 of 12 recreational vehicle sites and 6 residences or cottages in the RVP 18 (Recreational Vehicle Park) zoning district on approximately 5.20 acres of land as 19 described in Part A. 20 21 2. On August 15, 2017, this Board held'a public meeting on the petition. 22 23 3. The St., Lucie County Development Review Committee has reviewed the Major 24 Site Plan for the project and found it to meet all technical requirements and to be 25 consistent with the Future Land Use Map of the St. Lucie County Comprehensive 26 Plan, subject to the conditions set forth in Part B of this Resolution. 27 28 4. The proposed project is consistent with the general purpose, goals, objectives, 29 and standards of the St. Lucie County Land Development Code, the St. Lucie 30 County Comprehensive Plan and the Code of Ordinances of St. Lucie County. 31 32 5. The proposed project will not have an undue adverse effect on adjacent property, 33 the character of the neighborhood, traffic conditions, parking, utility facilities or 34 other matters affecting the public health, safety and general welfare: 35 36 6. All reasonable steps have been taken to minimize any adverse effect of the 37 proposed project on the immediate vicinity through building design, site design, 38 landscaping and screening. 39 40 7. The proposed project will be constructed, arranged and operated so as not to 41 interfere with the development and use of neighboring property, in accordance 42 with applicable district regulations. 43 44 45 OR BOOK 4041 PAGE 651 1 NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of St. 2 Lucie County, Florida: 3 4 A. The property on which the Major Site Plan is being granted is described as follows: 5 6 THE SOUTH 200 FEET OF THE NORTH 245 FEET OF THE NORTH Y2 OF THE 7 NORTHEAST'/ OF THE SOUTHWST Y, OF SECTION 30, TOWNSHIP 34 SOUTH, 8 RANGE 40 EAST OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, 9 FLORIDA. 10 11 LESS AND`EXCEPTING ALL THE LAND DESCRIBED IN OFFICIAL RECORDS 12 BOOK 459, PAGE 2756, OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, 13 FLORIDA. 14 15 LESS RIGHT-OF-WAY FOR PUBLIC ROADS AND CANALS, IF ANY. 16 17 SAID PARCEL CONTAINS 5.2 ACRES MORE OR LESS. 18 19 PARCEL IDENTIFICATION NUMBER: 1430-311-0002-000-3 20 21 B. Pursuant to Section 11.02.04 of the St. Lucie County Land Development Code, the 22 Major Site Plan for the project known as Missionary Flights International 23 Recreational Vehicle Park is hereby approved as shown on the site plan drawings for 24 the project prepared by Engineering Design and Construction; Inc. dated August 16, 25 2017 and date stamped received by the St. Lucie County Planning & Development 26 Services Department on August 28, 2017, subject to the following conditions: 27 28 Environmental Resources Department 29 30 1. Prior to the issuance a Vegetation Removal Permit or Exemption, a gopher 31 tortoise survey per Florida Fish and Wildlife Conservation Commission 32 protocol shall be provided to the Environmental Resources Department. 33 Should the survey show impacts to gopher tortoises, a Florida Fish and 34 Wildlife Conservation Commission permit shall be required. 35 36 2. Prior to issuance of a Certificate of Occupancy all Category I listed. invasive 37 species shall be eradicated from the site. 38 39 3. The landscaping within the ten (10) foot wide landscape buffer along the 40 north property line shall be installed in accordance with the ERD approved 41 landscape plan when the parcel to the north of the canal is developed. 42 43 4. The issuance of County development permit does not in any way create 44 any rights on the part of the applicant to obtain a permit from a state or 45 federal agency and does not create any liability on the part of the County it OR BOOK 4041 PAGE 652 1 the applicant fails to obtain requisite approvals .or fulfill the obligations 2 imposed by a state or federal agency or undertakes actions that result in a 3 violation of state or federal law. 4 5 5. All other applicable state or federal permits must be obtained before 6 commencement of the development. 7 8 Planning and Development Services Department— Planning Division 9 10 6. The recreational vehicle sites and residences or cottages shall only be 11 occupied only by Missionary Flights and Services, Inc. employees or 12 volunteers. These facilities shall be limited to temporary, short term 13 occupancies by individuals or families for no more than sixty (60) 14 consecutive days. 15 16 7. The applicant shall place a note on the Major Site Plan document that the 17 property owner acknowledges that the subject property is near,or in close 18 proximity to the closed Hammond Road landfill, previously owned and 19 operated by the City of Fort Pierce. 20 21 8. Any change in use to permanent housing or change in ownership of 22 property shall void the Major Site Plan. 23 24 Public Works Department — Engineering Division 25 26 9. Prior to the issuance of any building permits, the applicant shall provide 27 engineering plans for review and approval by the Engineering Division. 28 29 10. Prior to the issuance of a building .permit, the applicant shall provide a 30 recorded access agreement with the owner of the private driveway 31 adjacent to the south property line. 32 33 C. The approvals and authorizations granted by this Resolution shall expire on August 34 15, 2019 unless a building permit is secured or a site plan extension is granted in 35 accordance with Section 11.02.06(B)(2), St. Lucie County Land Development Code. 36 , 37 D. The property owner, including any successors in interest, shall obtain all applicable 38 development permits and construction authorizations from the appropriate State and 39 Federal and local regulatory agencies including, but not limited to, the United States 40 Army Corps of Engineers, the Florida Department of Environmental Protection, 41 Florida Department of Transportation, South Florida Water Management District, and 42 the St. Lucie County Environmental Resources and Building Departments prior to the 43 commencement of any development activities on the property described in Part A. 44 Issuance of this permit by the County does not in any way create any rights on the 45 part of the developer to obtain a permit from a state or federal agency and does not OR BOOK 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 4041 PAGE 653 create any liability on the part of the County for issuance of this permit if the developer fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertake actions that may result in a violation of state or federal law. E. The conditions set forth in Part B are an integral non -severable part of the site plan approval granted by this Resolution. If any condition set forth in Part B is determined to be invalid or unenforceable for any reason and the developer declines to comply voluntarily with that condition, the site plan approval granted by this resolution shall become null and void. F. A Certificate of Capacity, a copy of which is attached hereto as Exhibit B and made part hereof the Resolution, was granted by the Planning & Development Service Department Director on August 15, 2017. G. A recorded copy of this Resolution shall be attached to the site plan drawings described in Part A, which plan shall be placed on file with the St. Lucie County Planning & Development Services Department Director. OR BOOK 4041 PAGE 654 1 2 I1 3 4 5 6 7 8 9 10 11 12 13 I 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 rl. ADOPTION After motion and second, the vote on this resolution was as follows: Chairman Chris Dzadovsky AYE Vice -Chairman Tod Mowery ABSTAIN Commissioner Frannie Hutchinson AYE Commissioner Linda Bartz AYE Commissioner,Cathy Townsend ABSENT PASSED AND DULY ADOPTED this 15th day of August, 2017. BOARD OF COUNTY COMMISSIONERS ST. LUCIE COUNTY, FLORIDA ATTEST: In tt PUTY CI GRk August 15, 2017 Page 5 APPROVED AS TO FORM AND CORRECTNESS: Resolution No. 2017-162 File No.: MJSP 420175121 OR BOOK 4041 PAGE 655 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 EXHIBIT "A" LOCATION MAP Missionary Flights and Services INC MJSP-420176121 G tP, Subject parcel Z: � I N 01 C Y � L N E� N Q e� $ St Lucie Blvd i. H N d Y Juanita Ave AAngle. Rd — C-25 Cana! OR BOOK 4041 PAGE 656 EXHIBIT 11 B " St Lucie County Certificate of Capacity Date 8/15/2017 Certificate No. 2991 This document certifies that concurrency will be met and that adequate public facility capacity exists to maintain the standards for levels of service as adopted in the St Lucie County Comprehensive Plan for: 1. Type of development Major Site Plan Number of units 18 Number of square feet 18,298 2. Property legal description & Tax ID no. 1430-311-0002-000-3 3163 Hammond Road MFI RVP Park 3. Approval: Building Resolution No. 2017=162 4. Subject to the following conditions for concurrency: As per Resolution 2017-162 Owner's name Missionary Flights and Services Inc. Address 31709 Airmans Drive Fort Pierce FL 34946 6. Certificate Expiration Date 8/15/2019 This Certificate of Capacity is transferable only to subsequent owners of the same parcel, and is subject to the same terms, conditions and expiration date listed herein. The expiration date can be extended only under the same terms and conditions as the underlying development orderissued with this. certificate, or for subsequent develop tmrder(s�issued for the same property, use and sae as described herein. TII Il r• 1' II Planning and Development Services Director St Lucie County, Florida SCANNED BY St. Lucie County P©3 ORDER 201 8-04 File Number: SPNn 420185304 1 AN ORDER GRANTING A MINOR ADJUSTMENT TO THE PREVIOUSLY APPROVED MAJOR SITE PLAN FOR THE PROJECT KNOWN AS MISSIONARY FLIG11% INTERNATIONAL RECREATIONAL VEHICLE PARK LOCATED At 3163 HAMMOND ROAD, FORT PIERCE WHEREAS, the St. Lucie County Planning and Development Services Director has reviewed the request for a.Minor Adjustment to the Major Site Plan for Missionary Flights and Service, Inc. and reviewed the comments of the Development Review Committeel and has made the following determinations: I 1. Missionary Flights International, Inc. requested a Minor Adjustment to the Major Site Plan known as Missionary Flights International Recreational Vehicle Park to allow for the proposed S5i1 ,r, 3&n782 sduurL3fo7Stiraara , thei relocation of the proposed private lift station, the addition of a swimming pool with deck, and modification to the drainage plan. The subject property is located at 3163 Hammond Road, Fort Pierce as described in Part B. 2. On August 15, 2017, the St. Lucie County Board of County Commissioners, through Resolution No. 17-161, granted a Zoning Atlas Amendment, from IL (Industrial, Light) to RVP (Recreational Vehicle Park). 3. On August 15, 2017, the St. Lucie County Board of County Commissioners, through Resolution No. 17-162, granted Major Site Plan approval for 12 recreational vehicle sites and 6 cottages. 4. The Development Review Committee has reviewed the Minor Adjustment to the proposed project pursuant to, the Land Development Code l(LDC), Section 11.02.07 and found it to meet technical requirements and to be consistent with the general purpose, goals, and objectives, of the St. Lucie County Comprehensive Plan. i 5. Planning staff has performed a detailed analysis of the! project and found it to be consistent with the St. Lucie County Land Development Code and Comprehensive Plan. The analysis is found in the Planning and Development Services memorandum titled Missionary Flights & Services (SPMn-420185304) Minor Adjustment to Major Site Plan, dated August 15, 2018. 6. The project will not have an undue adverse effect on adjacent property, the character of the neighborhood', traffic conditions, parking, utility facilitiesJor other matters affecting the public health, safety, and general welfare. I JOSEPH E. SMITH; CLERK OF THE CIRCUIT COURT SAINT LUCIE COUNTY FILE I/ 447292808/22201811:44:33 AM PDS No. 2018-049 OR BOOK 4172 PAGE 679-683 Doc Type: ORD File No.: SPMN420185304 Page 1 RECORDING: $44.00 All reasonable steps have .been taken to minimize any adverse effect of the proposed project on the immediate vicinity through building design, site design, landscaping and screening. NOW, THEREFORE, BE IT ORDERED by the Planning and Development Services Director of St. Lucie County, Florida: A. Pursuant to Section 11.02.04(C) of the St. Lucie County Land Development Code, the Minor Adjustment is hereby approved as shown on the drawing prepared by Engineering Design and Construction, Inc., date stamped by the Planning &Development Services Department on August 14, 2018'for the property described in Paragraph B below, subject to the following conditions: 1. The original site plan conditions denoted in Resolution No. 2,017-162 are to remain. 2. Coordinate an Obstruction Evaluation and Airport Airspace Analysis with Orlando Airports District office (ADO) and file on hftps://OEAAA.FAA.gov„ or where requested by the Orlando Airports District office (ADO) at 407-487-7220. 3. Prior to issuance of a Certificate of Occupancy all Category I listed invasive species shall be eradicated from the site. 4. The landscaping within the ten (10) foot wide landscape buffer along the north property line shall be installed in accordance with the ERD approved landscape plan when the parcel to the north of the canal is developed. 5. The issuance of County development permit does not in any way create any rights on the part of the applicant to obtain permit from a state or federal agency and does not create any liability on the part of the County if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. 6. All other applicable state or federal permits must be obtained before commencement of the, development. B. The property on which this Minor Adjustment to the Major Site Plan for Missionary Flights and Service, Inc. approval is being granted is described as follows: THE SOUTH 200 FEET OF THE NORTH 245 FEET OF THE NORTH 1/x OF THE NORTHEAST % OF THE SOUTHWEST 1% OF SECTION, 30, TOWNSHIP 34 SOUTH, RANGE 40 EAST OF THE PUBLIC RECORDS OF SAINT LUCIE COUNTY, FLORIDA. LESS AND EXCEPTING ALL THE LAND DESCRIBED IN OFFICIAL' RECORDS BOOK 459, PAGE 2756, OF THE PUBLIC RECORDS OF ST LUCIE COUNTY, FLORIDA. LESS RIGHT-OF-WAY FOR PUBLIC ROADS AND CANALS, IF ANY. SAID PARCEL CONTAINS 5.2 ACRES MORE OR LESS. PDS No. 2018-049 Page 2 1 File No.: SPMN 420185304 l Parcel ID #: 1430-311-0002-000-3 7. This Minor Adjustment to Missionary Flights International, Ilnc. shall expire within twenty four (24) months of the effective date of this order unless albuilding permit is issued or extension is granted in accordance with the provisions iof Land Development Code, Section 11.02.06. 8. The developer is advised as part of this Minor Adjustment to Site Plan approval for Missionary Flights and Service, Inc., including any successors in interest, the developer shall obtain all applicable development permits and construction authorizations from the appropriate state, federal and local regulatory agencies including, but not limited to, the Federal Aviation Administration, the United States Army Corps of Engineers, the Florida Department of Environmental Protection, South Florida Water Management District, and the St. Lucie County Environmental Resources and 'Building departments prior to the commencement of any development activities on the property described in Part B. Issuance of this permit by the County does not in any create any rights on the part of the developer to obtain a permit from a state or federal agency and does not create any liability on the part of the County for issuance of this permit if the developer fails to obtain requisite approvals or fulfill the obligations imposed by ;a state or federal agency or undertake actions that may result in a violation of state or federal law. 9. A copy of this Order shall be attached.to the site plan drawings described in Part A, which plan shall be placed on file with the St. Lucie County Planning and, Development -Services Director and mailed to the developer and agent of recordas identified on the site plan applications. 10. The conditions set forth in Part A are an integral nonseverable part of the site plan approval granted by this Order. If any condition set forth in Part A is determined to be invalid or unenforceable for any reason and the developer declines to comply voluntarily with that condition, the site plan approval granted by this order shall become null and void. ' 11, This order shall be recorded in the Public Records of St. Lucie County. ORDER effective the �— day of _�W. 2018. PLANNIPlG ND DEVELOPMENT SERVICES ST. UCIE OLIN FLORIDA BY L ie on, A CP, Director APPRO EE AS TO FOfju AND CORE EQTNES ) County [ PDS No. 2016-049 Page 3 File No.: SPMN 420185304 I IEXHIBIT "A" LOCAT(IOM MAP Missionary Flights and Services INC SPMN - 420185304 1 \ G N� — Subject parcel S�1 N m G Y N t N CO Sr 'Lucre MW T h v tr m...c v N m Y Juanita Ave Angle.Rd— C-25 Canal _ P DS No. 201 B-049 Page 4 File No:: SPMN 420185304 IGNY BI 6i BTI i�(ti'f•��'i�,./. -�.:ill. ��,. �t. f`i PDS No. 2018-049 Page 5 File No.: SPMN 420185304 Fort Pierce Utilities Authority "Committed To Quality" Water/Wastewater Engineering P.O. Box3191 (34948-3191) 1701 S. 371h Street Fort Pierce, FL 34947 Job Location: 3163,Hammond Rd. Pleaselremit paymeril lo: Fort Pierce • Utilities Authority Attention: Key,'Acedunts,. Department P.O. Bost 3191 Fort Pierce, FL34948.3191 Account Name: Missionary Flights International Recreational Vehicle Park PCN: Contact. Name: Missionary. Flights International Recreational Vehicle Park FEIS 560 Billing Address: 3170 Airmans Drive Fort Pierce FL , 34945 Phone: (7721462-2395 Fax:( - Cell: Location Id: A000unting Coiles r#r . Size+ un . De� fption- 06-37000.43701-0000 1 1.5'• Water Meter and/or Service Installation p General $1.675.00 06-2.000.23500-0000. Water Security Deposit '-13- Inside ity Limits $300.00 06-3-060.48800-0000 - Water New Account Setup Charge $40.00 06-3-060-43702-0000 Water Capital Improvement Charge W ERC's 14.00 $13,439.30 08-2-000-23500.0000 Wastewater Security Deposit $0.00 08-3-080-48860.0000 Wastewater New Account Setup Charge $0.00 08-3-080-43702.0000 Wastewater Capital Improvement Charge WW ERC's 0.00 T $0.00 �1'ccountltig Coijes - Co s4ructi ,n Cost Es4imate, t Description for service order: Total Paid: Invoice Total: +15 464.30' Install (1)-1.5"water only meter. ERC calculations provided by the engineer of record. ^�r �I�-� I� �—��, hhad Date Paid: __Lr aL_0_ Check Number: a Jb ( Customers will be assessed wastewater charges the day they connect to the wastewater system or within 365 days from dale wastewater connection Charge Is pail -whichever is first. The cast of the serviw line from the point of delivery at the properly line,to'the houselbuilding is the responsibility of the customer and isnot included in this invoice. State laws require. that a perm% from the Health Department must be obtained prior to hillathm a septic lank_ abandonment Lanted the Health Department of (772)a73de31. construction war estimates are based on currentlabor, equipment and material prices. Actual costs of construction will be determined at the completion of theprolect Should unforeseen citcumslenwt be encountered during contraction, including but not limited to adverse weather conditions and construction conflicts: the customer will be responsible for increased costs. Additional costs incurred by the customer shall not exceed fifteen (15) percent of the total estimated construction costs shown above. Estimated costs paid by the customer that exceed the actual cast of construction will be refunded by Fort Pierce glililles Authority. Reviewed By: John.Biggs,Envirctrumptal Engineer Dater, 2018-07-25 Customer's Signature: ��,r�.—-- s,.- i Data: Printed Name! ,`7C).,c p/f W-6-f- ILSH — P^RES11)EN7- 6F fv)f=1 SCANNED BY St. Lucie County 2551 MISSIONARY FLIGHTS INTERNATIONAL 3170 AIRMANS DR. 772-462-2395 FORT PIERCE, FL 34946.9131 W-U1341696 DATE zero PAY TO THE y� (� p ORDER OF FC`n T l 8 iXkjt ,_It _ hs r..�`= I m,�.,.. CHASE � 1PMorgan Chase Bank, NA www.Chase.wm FOR —MU °�� A( r2 II200255i1I' 1:267084i30: L.7614550811' ,A#A-1 ROOF MTRUSSES A FLORIDA CORPORATION RECEIVED J U N 19 2019 ST. Lucie County, PerMitUng Date n1 &Olv/S I 00UG44-5 fjW7✓ y certify that all employees of cbw5AV6T/o✓ located at 4577-65-v eOi40 X�w7' /`/`57c= and its sub -contractors involved in the erection, installation and bracing of the trusses for the Sygcc project located at !1,41*PVoNO /ro f0'z7_14'5-- -k&re watched the CD titled "Handling, Installing and Bracing of Metal Plate Connected Wood Trusses". I /�ov gg '04V/5 Understand that special care and consideration be taken in the erection of all trusses, especially those trusses greater in length than a bottom chord span of 50', this video and the supporting erection documents (SBCA B-1, B-2, B-3, B-4) sent with the delivery to the job site must be followed explicitly and assume all responsibility should an unsafe act cause an erection error or accident during the erecting and bracing of trusses on the project mentioned above. 4., &t/tv [v /7 /9 Date 44515t. Lucie Blvd., Fort Pierce, FL 34946 772-409-1010 Office 772-409-1015 Fax www.Altruss.com x t�"1®�A�.. irl FIRE SPRINKLER CORPORATION STANDARD RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT w PENDENT VERTICAL SIDEWALL SCANNED HORIZONTAL SIDEWALL BY St Lucie C CONVENTIONAL (OLD STYLE) ounty DESCRIPTION AND OPERATION The Globe Standard Response GL Series Sprinklers are a low profile yet durable design which utilizes a 5mm frangible glass ampule as the thermosensitive element. While the Standard Response Sprinkler provides an aesthetically pleasing appear- ance, it can be installed wherever standard spray sprinklers are specified, when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and iS available in various styles, orifices, temperature ratings and fin- ishes to meet varying design requirements. Standard Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the Internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. The sprinkler and escutcheon are not factory assembled. Assembly is done in the field. TECHNICAL DATA • See reverse side for Approvals and Specifications. • Temperature Ratings - 135°F (57C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 2.86°F (141°C), 360°F (182°C) 500°F (260°C) Available Upon Request Without Approvals • Water Working Pressure Rating - 175 psi (12 Bars) • Factory tested hydrostatically to 500 psi (34 Bars) • Maximum low temperature glass bulb rating is -670F (-55°C) • Frame - bronze • Deflector - brass • Screw - brass • Lodgement Wire - stainless steel • Bulb seat - copper • Spring - nickel alloy • Seal - teflonw • Bulb - glass with glycerin SOILItion, 5mm size • Escutcheon Assembly - steel -SPRINKLER_ TEM.PLEKAiUHt KHII(yL7, CLASSIFICATION AVAIABLE SPRINKLER TEMPERATURES ORDINARY INTERMEDIATE HIGH EXTRAHIGH ULTRAHIGH rti Y T n{ ��p * S , • 'i�t`•�id r STANDARD RESPONSE UPRIGHT CONVENTIONAL. � r STANDARD RESPONSE PENDENT VERTICAL SIDEWALL t ;r' k,'�1�k�� lr� " STANDARD RESPONSE LPC/CE HORIZONTAL HORIZONTAL SIDEWALL SIDEWALL IFICATION and COLOR CODI BULB COLOR ORANGE/RED N,F.P.A. MAXIMUM CEILING TEMPERATURE s.rp,�,,,,'OF",�„,,r+„„•? �38 �G YELI-OWIGREEN BLUE MAUVE ° 300,"Fq, BLACK GFS-100b (Formerly A-65) NOV 2016 STANDARD RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT • PENDENT a VERTICAL SIDEWALL HORIZONTAL SIDEWALL ° CONVENTIONAL (OLD STYLE) SPECIFICATIONS -_- __- _.-----------_ - . _ -'- - NOMINAL "K" FACTOR THREAD SIZE LENGTH' _ FINISHES 2.8(40 metric) 1/2"NPT(15mm) 21/4"(5.7cm) Factory Bronze 4 2 (60 metric) 1/2"NPT (15mm) 2 1/4" (5 7cm) Chrome 5 6 (80 metric) 1/2'NPT (15mm) 2 114' (5 7cm) White Polyester' 8 0 (115 metric) - 1/2"NPT (15mm) 2 1/4" (5 7cm) Black Polyester" 8 0 (115 metric) 3/4"NPT (20mm) 2 7/16' (6.2cm) I Wax Coalee2'31 NOTE: METRIC CONVERSIONSARE____ APPROXIMATE. 'AVAILABLE AS CULLS LISTED COROSION RESISTANT WHEN SPECIFIED ON ORDER. 'HORIZONTAL SIDEWALL IS 2 9/16' -WAX COATING CULus LISTED UP TO 200-F (93-C) ONLY. 'FINISHES AVAILABLE ON SPECIAL ORDER. APPROVALS _ SIN K TEMPERATURE I. CULLS FM I LPC CE NYC -DOB STYLE HAZARD' 135 F 155 F 175°F 200°F ••286 F $1360°F MEA 101.92-E MODEL FACTOR (68°C) (79°C) • (93°C) (141°C)' (182°C) GL2861 28 -(57°C)'' LH X X X X X % X X GL4261 4.2 LH I X i X X X X X % --- --- --- X UPRIGHT GL5651 56 ALL X X X X X X X X X X X GL8161 8.0 ALL X X X X X X X--- -- --- X GU8164 8.0 ALL X X X X X X._'_.X_. X'', X X .X GL2851 28 LH X X X X X X X --- --- X PENDENT GL4251 4.2 LH X X X X X - X X -•- --- .-- X RECESSED GL5651 56 ALL X X X X X X X X X X X PENDENT GL8151 '+ 8.0 ALL X X X X X X X X -- X 'I GL8156 8.0 ALL X I- �_ X X X I _ X X _ _ X X' X X X I VERTICAL GL5675 5,6 LH X I X X X y X X ! X X SIDEWALL' GL8176 8,0 LH X X _ X X X X X --- -- --' __.. HORIZONTAL GL2870§ 28 LH X X X X X X X -- --- -- X X SIDEWALL GL4270§ 4.2 LH X X X X X X X --- - --- X RECESSED GL5670§ 5.6 LHIOH X X X X X ! X X11 X--- --- HORIZONTAL GL56710 56 SIDEWALL GL8171§ ; 8.0 LH/OH X Ii LH/OH X X X X X X X X X X X --- X X X --- _ _ CONVENTIONAL GL5668 5.6 I LHIOH X X I % X X �X X_ X X j X X -- -- --- --- X X -' X X --- (OLD STYLE) GL8169 80 LHIOH 'SPRINKLERS SHALL BE LIMITEDAS PER THE REQUIREMENTS OF NFPA13 AND ANY OI HER RELATED DOCUMENTS. 'BRASS FINISH ONLY WHEN RECESSE §HORIZONTAL SIDEWALL cULus LISTED FOR DEFLECTOR 4" TO 12." BELOW THE CEILING, FM APPROVED 4" TO 6" BELOW THE CEILING. "NO FM APPROVALS FOR RECESSED LONSTALL IN ACCORDANCE TO BS53D6 AND ANY OTHER RELATED DOCUMENTS. "NO FM APPROVALS tPENDENT VERTICAL SIDEWALL CULus LISTED FOR 6 MIN. SPACING. OH'. ORDINARY HAZARD tUPRIGHT VERTICAL SIDEWALL cULus LISTED FOR T MIN SPACING, LH: LIGHT HAZARD ALL ALL HAZARDS 500°F (260°C)AVAILABLE UPON REQUEST WITH NO APPROVALS. 11SIX DIR ....• .._ _ _ .1 r/ i1"DIP. MIN — 15. I1. mm PEOVCC } WO L� , OIE IN CEILING 1.._ _ �1�'g CEILING 1'1�] EWCF \ _ h GELLING 1l - tfC /� U NOiE 119/J1 W _ T-' I •Ill"HEOUCfP „OX 01 .� HOLE wcfnl c.; Lpo �R . NIX y � 1 01 m X 1 CIA olgm �Inilll�� I � p Du M1x. �I -Y�� 1/e'm1x_ III rvOLL IN CEIL N6 14�llll 111 �, }�Jv r)/0'MAX Tt YYr iI �� K r RETAINER //1 { 1 _ _ QE IN.n 1. _ram '�E013 ` '. - ' 1C HEN CH, I CEILING'I T IIO.• 1— — _ _ 15. MIN l 1N 5 MM. XRPINCX`/ I1/9'MPF -l.zmm l.1mm LH IN �• II'•_ H. -nr39•_..._ 11.2mm MAX p A• J ORDERING INFORMATION GLOBE° PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own manufactured • Quantity • Model • Number Style • Orifice products found to be defective in material or workmanship for a • Thread Size • Temperature • Finish desired period of one year from dale of shipment. • Quantity - Wrenches/Recessed Wrenches - For specific details of our warranty please refer to Price List P/N 325390/325391 (1/2"); P/N 312366/325401 (L.O.) Terms and Conditions of Sale (Our Price List). • Quantity Protective Caps - P/N 327109-CAP (Friction Fit Recessed) 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 & d 1-800-248-0278 www.globesprinklecconn FIRE SPRINKLER CORPORATION GFS-100b (Formerly A-65) NOV 2016 PRINTED U.S.A. tog il uzr FIRE SPRINKLER CORPORATION QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT e PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinklers are a low profile yet durable design which utilizes a 3mm frangible glass ampule as the - thermosensitive element. This provides sprinkler operation approxi- mately six times faster than ordinary sprinklers. While the Quick' Response Sprinkler provides an aesthetically pleasing appearance, it can be installed wherever standard spray sprinklers are specified when K: allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and is available in various styles, R., 10 orifices, temperature ratings and finishes to meet many varying design QUICK RESPONSE requirements. Quick Response Sprinklers Should be used advisedly UPRIGHT CONVENTIONAL and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating g-T ft — -- assembly is a hermetically sealed frangible glass ampule that contains , l a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the f prescribed temperature the internal pressure within the ampule ex- ceeds the strength of the glass causing the glassto shatterThisresults 15 -4 in water discharge which is distributed in an approved pattern depend- �1101 ing upon the deflector style used. QUICK RESPONSE TECHNICAL DATA PENDENT VERTICAL SIDEWALL oSee reverse side for Approvals and Specifications. ®Temperature Ratings - 1350F (570C), 155OF (68°C). 175°F (79°C), 200°F (93-C), 286°F (141°C) §tt �Water Working Pressure Rating - 175 psi (12 Bars) G I� Q 6 Factory tested hydrostatically to 500 psi (34 Bars) i mMaximum low temperature glass bulb rating is -670F (-55°C) � ©Frame - bronze o Deflector - brass o Screw - brass eBUlb seat - copper o Spring - nickel alloy m Seal - teflon QUICK RESPONSE ^BUlb - glass with alcohol based solution, 3mm size HORIZONTAL SIDEWALL a coprniwt Fp rFMAFRaTLJRF RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM CEILING TEMPERATURE TEMPERATURES ORDINARY 13°F1155°FE 57°C168 C. ORANGEIRED 100 F 38 C INTERMEDIATE 175°F/200°F 79°G93 C YELLOWIGREEN 150"F tF G6°C HIGH 286°F 141'G� :''� BLUE �, .: 225;°F".a�id7 C 4077AIRPARKDRIVE, STANDISH,MICHIGAN 48658 989-846-4583 o FAX989-846-92s 1 MAY 20'11 A-20 BULLETIN GL5615, REV. #7 QUICK RESPONSE AUTOMATIC SPRINKLERS CAL SERIES UPRIGHT a PENDENT a VERTICAL SIDEWALL HORIZONTAL SIDEWALL o CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7 cm) Factory Bronze 4.2 (59 metric) 1/2"Bright NPT Chrome 2 1/4" (5.7 cm) Satin Chrome: 5.6 (80 metric) 1/2" NPT 2 1/4"(5.7 cm) White Polyester' 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7 cm) Black Polyester' 8.1 (1,16 metric) i 314" NPT Lead Coated 2 7/16' (6_2 cm) _ MOTE METRIC COri VE RSIGNS ARE APPROXIMATEMORIZOIITALSIOEWALLIS29nd" FINISHES AV AILABLE OM SPECIAL ORDER ' AVAILABLE AS CULUS LISTED CORROSION S APPROVALS RESISTANTV,HEN SPECIFIED ON ORDER STYLE SIN MODEL GL2815 GL4215 UPRIGHT GL5615 GL8115 GL8118 GL2801 GL4201 PENDENT GL5601 GL8101 GL8106 VERTICAL GL5632 SIDEWALL I GL8133 GL2826 HORIZONTAL GL4226 SIDEWALL § 31-5626 GL8127 CONVENTIONAL GL5624 (OLD STYLE) GL8125 I< FACTOR 28 4.2 5.6 7 8' 81 28 4.2 56 7 8' 81 56 81 28 4.2 5:6 81 56 81 135°F 57°C X X X X X X X X X X A X X X X X X X ORDERING INFORMATION SPECIFY • Quantity - Model Number - Style • Orifice • Thread Sizes • Temperature Finishes desired • Quantity - Wrenches - PIN 325390 1112" )'• PIN 312366 (L.O.) �fF ' E�r. FIRE SPRINKLER CORPORATION MAY 2011 1`.` F 68°C X X X X X X X X X X E X X X X X X X 175-F I 200"F I 236-F cUlus F (ALPC CE NYC - DOB K 79°C 93°C 141'C 101 92-E X X X X X X X X X X X X X X X X X X X X X X X X X X X Q1 X X X X X X X X X X X X X X X X X X X X 0 X X X X X 'X X X X X X X X X X X X X X X X X X X X X X ... X X X ... .... ... X X x x x X X X X---- x XX X --- .-. .-. ... X X ... ... X X --- X X -- X X . •1;2" NPT 1 VERTICAL SIDEWALL SPRINKLER CULUS LISTED FOR LIGHT HAZARD OIJLY PENDENT VERTICAL SIDEWALL CULus LISTED FOR V NIM SPACING UPRIGHT VERTICAL SIOEWALL CULUS LISTED FOR VNIKI SPACING i HORIZONTAL SIDEWALL CULUS LISTED FOR DEFLECTOR 4' TO ?7• BELOW THE CEILING Fhl APPROVED 4" TO5- GLOBE®PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufac- tured products found tobe defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com PRINTED U.S.A. BULLETINGL5615,REV.#7 eSHyy FIRE SPRINKLER CORPORATION QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES RECESSED PENDENT RECESSED HORIZONTAL SIDEWALL DESCRIPTION AND OPERATION The Globe Quick Response GL Series Sprinkler is a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing ap- pearance, it can be installed wherever standard spray sprinklers are specified but offers the additional feature of greatly increased safety to life. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. The sprinkler and escutcheon are not factory assembled. Assembly is done in the field. TECHNICAL DATA a See reverse side for Approvals and Specifications. a Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) a Water Working Pressure Rating - 175 psi (12 Bars) a Factory tested hydrostatically to 500 psi (34 Bars) a Maximum low temperature glass bulb rating is -670F (-55°C) • Frame - bronze a Deflector - brass a Screw - brass • Bulb seat - copper a Spring - nickel alloy e Seal - teflon a Bulb - glass with alcohol based solution, 3mm size a Escutcheon Assembly - steel QUICK RESPONSE RECESSED PENDENT QUICK RESPONSE RECESSED HORIZONTAL SIDEWALL a SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM CLASSIFICATION TEMPERATURES CEILING TEMPERATURE ORDINARY 1=35 F1155°F 57°C168 C• ORANGE/RED NTERMEDIATE 175°F/200.°F 79°C/931C YELLOW/GREEN 225°F- HIGH '' 286°F` ���1-41°C�', BLUE .-�10= 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846A583 • FAX989-846-9231 JULY 2009 A-24 BULLETIN GL2801, REV. #8 QUICK RESPONSE AUTOMATIC SPRINKLERS GL SERIES RECESSED PENDENT RECESSED HORIZONTAL SIDEWALL SPFCIFICATIONS NOMINAL "K" FACTOR TFIREAD SIZE LENGTH ' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7 cm) Factory Bronze 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7 cm) Satin Chrome P Bright Chrome 5.6 (80 metric) 1/2" NPT 2 1/4" (5.7 cm) White Polyester' 7.8 (ill metric) 1/2" NPT 2 1/4" (5.7 cm) Black Polyester" 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) Lead Coaled 2. NOTE: METRIC CONVERSIONS ARE APPROXIMATE,. A 130101/ll/A / C ZANISHES AVAILABLE ON SPECIAL ORDER. 'cULus LISTED CORROSION RESISTANT - POLYESTER MUST BE SPECIFIED ON ORDER. STYLE SIN MODEL K FACTOR 135°F 57°C 155°F fib°C 175°F 79°C v200°F 93°C "'286°F 141°C j cULus 1i FM LPC CE NYC - DOB MEA 101-92-E GL2801 2.8 X X X X X X --- -- -- X GL4201 4.2 X X X X X X -- --- --- X PENDENT GL5601 5.6 X X X X X X X X X X RECESSED GL8101 � 7.8' X X X X X X X --- --- X GL8106 8.1 X X X X X X X s X X X GL2826 2.8 X X X X X X -- --- --- X HORIZONTAL GL4226 4.2 X X X X X X --- --- -- X SIDEWALL GL5626 S6 X X X X X X --- --- RECESSED§ GL8127 1 8.1 X X X X X X --- --- -- -- j 5.6K ORIFICE, 7.8K ORIFICE AND B.iK ORIFICE LISTED FOR ALL HAZARDS. ' 7.8K X 1/2"NPT. CROSS SECTIONS APPROVED LISTED ONLY. j j il2" RECESSED ESCUTCHEONS ARE REQUIRED FOR FM AP OVEBRASS FINISH ONLY GMe FIRE SPRINKLER CORPORATION HORIZONTAL SIDEWALL ORDERING INFORMATION SPECIFY • Quantity - Model Number • Style • Orifice • Thread Sizes • Temperature Finishes desired • Quantity - Recessed Wrenches - P/N 325391 (1/2"); P/N 325401, Rev. F (L.O.) Quantity - Protective Caps - P/N 327109-CAP (Friction Fit Recessed) GLOBE° PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price ListTerms and Conditions of Sale (Our Price List), 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-8464583 FAX989-846-9231 1-800-248-0278 www.globesprinkler.com JULY 2009 PRINTEDU.S.A. BULLETIN GL2801, REV. Yo � r If !"I. y 4P��Ar. .+w ae ti y�y�e + dqy fk4 iE-D'u Li7, � f Ic f}Y k f J I r N° r "1 v4 5 .N•r r w. a •,A " k � a P ll f. If 2 S •, v. 43 G.I 9 �5 S i i CAI ey1 �, f'i L, + Y "x` I 4 p + I r a s 1 Iry FYI ] IOA 4( Schedu lemIO°/Schedu lemO@ Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule-10/Schedule-40 sprinkler pipe YOU get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule-10/Schedule-40 gives you the extra quality assurance you demand. Our Sell- 10 (1'/4"- 8") pipe and Sch-40 (I "- 2'/,") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. `' Galvanlzed NO-e, ,a *a'" Schedule-10/Schedule-40 product can be "hot -dill" galvanized to meet FM requirements for dry systems in accordance with the zinc coaling specifications ofASTM A-123. Our advanced fornutla mill coating of- Icrs a clean, durable surface. It is also paint -ready for custom color applications without special preparation. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe Products up to 4.5000" in diameter is coated with our new Antibacterial For- mula, ••ABF". In scientific laboratory test, ABS proved to have superior resis- tance to microbial colonization of pipe walls, thereby delaying or possibly pre- venting the onset of Microbiologically 1n11UC11eC(I corrosion (MIC) when the First Sprinkler System is first installed. .4- Meets "Buy American' requirement and is available through distributors in the USA, Canada and Mexico. Schedule-10/Schedule-40 pipe are in compliance with the following: ASTM A-135. and NFPA 13. Both pipe products have a working pressure rating ol'300 psi maximum and also meet the. stringent requirement Ior (he following tests: • Welded Outlets • Hydrostatic Pressure • Side Wall Rupture • Vibration Test VICO/ Flow Control t NPS Nominal I.A. Wt. Wt. (1120 Filled) Pcs/ Wt/Lift (2l') Wt/Lift (24') Wl/Lift (25') In; min In; mnt Lbs/FLKg/m Lbs/FY Kg/m Lilt Los; Kg Los: Kg Los; Kg 11 1.049 1.680 2.05. 70 • 2,470 2,822 2,940 25 26.6 2.5 3,05 70 1,120 1,280 1,334 1'/4" 1.380 2.270 2.93 51 2,431 2,778 2,894 32 35.1 4.36 4.36 51 1,103 1,260 1,313 1'h" 1.610 2.720 3.61 44 2,513 2,872 2,992 40 40.9 4,0 5.37 44 1,140 1,303 1,357 2" 2.067 3.650 5.13 30 2,300 2,628 2,738 50 52.5 5.4 7.63 30 1,043 1,192 1,242 2'/2" 2.469 5.790 7.86 19 2,310 2,640 2,750 65 62.7 8.6 11.73 19 1,048 1,197 1,247 t NPS Nominal I.O. Wt. Wt. (1120 Filled) Pcs/ WVLift (21') Wt/Lift (24') WULM (25') or, mm or,'mm Lbs/F1; Kglm Lbs/Ft Kg/m Lilt Lbs; Kg Lbs. Kg Lbs; Kg V 1.097 1.400 1.81 91 2,675 3,053 3,185 25 27.9 2.1 2.70 91 1,213 1,365 1,445 1'/4" 1.442 1,810 2.52 61 2,319 2,664 2,760 32 36.6 2.7 3.75 61 1,052 1,208 1,252 11W 1.682 2,080 3.04 61 2,664 3,045 3,172 40 42.7 3.1 4,52 61 1.208 1,381 1,439 2' 2,157 2.640 4.22 37 2.051 2,344 2,442 50 54.8 3.9 6.28 37 930 1,063 1,108 2'/2" 2.635 3.530 5.89 30 2,224 2,542 2.648 65 66.9 5.3 8.77 30 1,009 1,153 1,201 3" 3.260 4.330 7.94 19 1,728 1,975 2,057 80 82.8 6.4 11.82 19 784 896 933 4" 4.260 5.610 11.78 19 2,238 2,558 2,665 90 108.2 8.3 17.53 19 1,015 1,160 1,209 1 5" 5.295 7.77 17.33 10 1,632 1,865 1,943 125 134.5 11.56 25.80 10 740 646 881 6" 6.357 9.290 23.03 10 1.951 2,230 2.322 1.50 161.5 13.8 34.27 10 885 1,012 1,053 8" 8.249 16.490 40.15 7 2,424 2,770 2,885 200 209.5 24.5 59.75 7 1,100 1,256 1,309 n allied TUBE BeONDUn U� FM UDC Listed Approved Listed 16100 S. Lathrop • Harvey, IL 60426 Customer Service: 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882-5543 2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708-339-1806 S5-3 LIGHT WEIGHT RIGID COUPLING T & G Design • Maximum working pressure up to 300psi (34.5 bar)'. MWP varies based on coupling size and pipe schedule • Branded with TITUS, T, or FUNKLOK • Oval neck track bolts, tensile strength exceeds 110,000 psi and undergoes magnetic particle inspection • Gasket: Pre -Lubricated Grade E - EPDM with operating temperature of -30F to 230F (-340 to 110C) and is marked by a green stripe • All Groove dimensions conform to AWWA-C606 • All coupling housings conform to ASTM A-536 Grade 65-45-12 • Finish available in standard orange paint or hot dipped galvanized (ASTM A-153) • For current listing/approval details contact a Titus representative 0 UL us FM J C - Style Gap Seal For dry pipe systems and freezer applications, petroleum free silicone lubricant is required and GapSeal gasket Is recommended. Nominal rking orking MaxWo Max.End Axial Dimensions Bolts Size A B C Size Pipe O.D. pressure Load Displacement mm 1n /' rnm/in mm/in Bar/P51 KN80 m-6 m mm/in mr11/in 33 7 Hl 1.8U 405 O l ti 0_0.06 S 55 211 9l 192 45 1 77 M 10.40 3 8x1�1 2 11 _I j --_ 12 1.327 _ 411 _ 300 20 2 W o 1 6 63 S 107 S 45 M10x45 1669 300 so ]69 4.23 1.77 3/8.1 3/4 11/4_ 4U 483 10 1 71 1 379 0 1 C. f1.16 fig 114 1 4y M10.45 1112 19 300 852 _0006 _ 2.72 _.- _4491^----- _- So 603 _ 20 591 0 1.6 836 1.24 46 M10�55 2 2.375 300 1327 0-006 3.29 4.88 1.81 38-2-18 65 73 20 866 01.6 98 137 46 1d10.55 300 1945 00.06 3,86 5.39 181 3/8-2-1/9 6h 761 20 941 016 98 139 46 Mlox55 2112 1 3 300 2114 0006 3,86 5.47 1.81 3/8-2 1/8 80 889 20 12.94 01.6 114 66 46 M10.55 3.5-___. 300 2885 _- O'!Lgfi 4 49 6.14 1.81 _ 3/8-2 1/8 __ __.._..__3_._...-_- 100 __- 108 20 1994. 041 1.39 186 50 M1h66 4 4.25 300 42S8 0-0.16 543 7.32 1.97 1/2-2-58 100 114 3 20 21.22 04.1 142 189 50 M12.65 4 4.5 300 4769 0 0.16 5.59 7.44 1.97 1/2.2 5/e _---125 133 20 28J3 (14.1 164 213 50 M12.65 5 5.25 300 6457 0-0.16 6.46 8.39 1 97 112 8 125 1 1397 20 3170 0,41 170 222 50 M12x6S 5 5;5 300„-_ J334___ _ 0g,16-...--__. _..__ 6.69 _ _8_74_ _ 197 1/2 2-5/8__ 125 _ _ 1413 __ ..-.-._._ -- 20 - 3243 ' 041 170 218 50 M12-65 5 1 5.563 ion 72BB 00,16 669 8.58 1.97 12-2-5/8 ''0 41 06M9 I 152 244 50 12-65 1__159 6.25 300 _..I ,.01 0 796 __- 1/2xJ 58 2051, 15(t - 16'>I 20 _ 44 '1 4a:1 - 1 pal 19fi 244 244 so 50 M12.ti5 fi 6.5 300 9950 00.16 772 9.61 1.97 12x258 15p 1683 20 4600 041 198 251 50 MI2.(i5. G 6625 100 10340 0016 7,80 9.88 _ 1.97 112.2'5/8 200 216.3 2f1 rS 99 0 4.1 25a 390 67 N12M0 8 8515 301) 17079 U-0.16 10. Uu 1333 J.44 3/4x31/1 200 ].191 20 4797 On 1 R6 316 60 M16xnn 5/8.3.1/8 8 8,625 300 17524 0MI6 ]008 1244 236 250 2674 20 116,11 11-41 313 400 64 M20.90 l I'I 26101 _ 00.16 _ _I1.32 1575 252 3 3/4.1/2 _ 2"O 3'3 - -. 20 -__ 121.05 041 119 393 64 10 1075 300 27206 0-0.16 12i6 IS47 2052 _ 300 3185 20 164.76 U-41 3fi8 464 64 #7/8.41 1J 12.539 300 37031 U0.16 14.41 18, 27 252 300 323 9 20 170,39 0 4 1 374453 65 II 1276 300 38297 0016 14.72 17.83 2% Working pressure and/or end load are based on schedule 7/10/40 steel pipe, cut or roll grooved. For a one time field test, working pressure may be increased to 1.5 times the figures listed above. For bolt torque recommendation see installation instructions ortechnical data sheets '�7V41TUS 900 ELBOW 450 ELBOW 22-1/20 ELBOW �x��eio yyLvf ti `3uy 4+ • ♦ 1' �+Yk;��Y`4�i `�* •.'4Y Y�ittin:gs� ��' •M i d.^�. �-rs sJ • Ductile Iron ASTM A-536 Grade 65-45-12. • Finish available in standard orange paint or hot dipped galvanized (ASTM A-153) • For current listing/approval details contact a Titus representative rk Ia � `s C �L US FM Nominal Pipe Max.Working Pressure 90° Elbow Standard 45° Elbow Standard 22.1/2° Elbow 11-1/4° Elbow Size mm/in O.D. mm/in Bar/PSI C-E C-E C-E C-E 25 33.7 20 57 45 45 35 1 1.327 300 2.24 1.77 1.77 1.38 32 42.4 20 70 45 45 35 1114 1.669 300 2.76 1.77 137 138 - 40 -- 48.3 20 70 45 48 35 1112 149 300 236 1.77 1.89 1.38 -- 50 60 3 20 83 51 51 38 2 2 375 300 3.27 2001 2.01 1 so 65 73 20 95 62 51 38 2112 2 875 300 374 2.44 2.01 1.50 65 76.1 20 95 62 57 38 212 3 300 3.74 2.44 2.24 1.50 80 88.9 20 108 70 73 45 3 3.5 300 4.25 276 2.87 1.77 100 108 20 127 76 73 45 4 4.25 300 2.99 2.87 137 100 114 3 20 127 76 73 51 4 4,5 300 5 299 2.87 2.01 129 133 20 140 83 73 51 5 5.25 300 5.57 3.27 2.87 125 139.7 20 140 83 73 51 5 5.5 300 5.51 3.27 2.87 2.01 125 141.3 20 140 83 79 51 5 5.563 300 5.51 3.27 3.11 2.01 150 159 20 165 89 79 51 6 6.25 300 6.5 3.50 3-11 2.01 --- 150 --- 165.1 20 165 89 79 51 6 6.5 300 6.5 3.50 3.11 201 150 1683 .20 165 89 96 51 6 6.625 300 6.5 350 3,86 2.01 200 219.1 194 20 197 108 111 SA 8 8.625 300 776_ 4.15 4.37 2,13 rcp _ - 20 -- 229 10857 10 lOJ5 321 00 _ 902______ 4]fi_. 488 224 _ -- 300 12 12.75 wT;. aw+,�}+•ww f[ t` 'tl•§ t;P `F 9'3 d°"�LA� C. ,s - d. IORT PATTERN CROSS ANDARD CROSS ;° LATERAL • Ductile Iron ASTM A-536 Grade 65-45-12. • Finish available in standard orange paint or hot dipped galvanized (ASTM A-153) • For current listing/approval details contact a Titus representative s C 9L us FM t xa Nominal Pipe Maz.Working Tee Cross Cross 450 45' lateral Size O.D. Pressure C-E C-E C.E C-LE C-SE mm/in mm/in Bar/PSI 25 33.7 20 57 - 57 "- 1 1427 300 2.24 - 2_24 32 42.4 20 70 .- 70 "' 114 1.669 300 2076 236 40 48.3 20 70 --- 70 --- '- 112 LEI 300 2.76 --- 2.76 --- ... 50 60.3 20 84 70 84 178 70 2.375 300 3.31 236 3.31 7.00 2.75 --�- 65 73 20 95 76 95 197 76 21/2 2,875 300 3.74 2.99 3.74 7.75 3.00 65 76.1 20 95 76 95 197 76 21/2 3 30D 374 2.99 3.74 7.75 300 so 889 20 108 86 108 216 83 300__._..- _ US 3.39 _--_. 4.25 8.50 3.25_ .100 108 20 127 102 127 ... •.. 4 4.25 300 5,00 4 02 5.00 - 100 114.3 20 127 102 127 267 95 4 4.5 300 5.00 4 02 5,00 10.50 3.75 125 133 20 140 121 140 318 102 5 515 700 .51 4 76 5.51 12.50 400 125 139.7 20 140 121 140 102 5 5.5 300 5.51 4.76 5.51 4,00 125 141 3 20 140 121 140 5 5.563 300 5.51 4.76 5.51 g 150 159 20165 130 1656 6.25 300 6.50 5.12 6.50150 165.1 20 165 130 165 114 6 6.5 300 650 5.12 6.50 4.50 --- 150 168.3 20 165 140 165 -- -' 6 6.625 300 6.50 5.51 6.50--- 200 219 1 20 197 174 197 457 152 8 8.625 300 7.76 685 7.76 18.00 6,00 250 273 1 20 229 21S 229 521 165 10 10.75 300 9.02 8,46 9.02 20.50 6.50 300 323 9 20 254 245 254 584 178 12 12475 300 Man 9,65 10.00 23.00 7.00 lP"R R' B tAM GL► PS ' i W. Size Range: 3/8 and 1/2° Material: Ductile iron, hardened steel cup point set screw and locknut. Finish: J Plain or Galvanized Service: Recommended for use under roof installations with bar joist type construction, or for attachment to the top or bottom flange of structural shapes where the vertical hanger rod is required to be offset from the edge of the flange and where the thickness of joist or flange does not exceed 3/4'. , Approvals: Complies with Federal Specification A-A-1192A (Type 19 8 23) WW-H- 17 1 -E (Type 23) and MSS- SP-69 (Type 19 & 23). UL, LILC Listed and FM Approved. How to size: Size of clamp is determined by size of rod to be used. Installation: Follow recommended set screw torque values per MSS-SP-69 (See table on page PH-212) Features: • They may be atlached to horizontal flanges of structural members in either the top beam or bottom beam positions. • Secured in place by a cup -pointed Set Screw tightened against the flange. A Jam Nut is provided for lightening the Set Screw against the Body Casting. • Thru lapping of the body casting permits extended adjustment of the threaded rod. • Can be used with Fig 89X retaining clip for seismic applications. Ordering: Specify rod size, figure number, name of clamp and finish. G Rod Size Set Screw A Size 3/8 3/8 1/2 1/2 ■ Maximum temperature of 450' F Project: Date: Contractor: Address: Notes 1: Notes 2: Vl' L JAM - NOT — SET SCREW AT LEAST ONE FULL THREAD OFROD MUST `l LIE EXPOSED IV 0 1' NG i Fig. 92: Load (Ibs) • Weight (Ibs) • Dimensions (in) . Max Loads ■ 1 ' - - Weight C D E F G I H Top Bottom 500 250 0.34 15/16 19/16 9/16 13/16 3/8 1/2 ' 050 760 0.63 13/8 113/16 1/2 1V16 1/16 �3/32 Pipe Hanger Submittal Sheet Architect / Engineer: Approval Stamp: A f , a a „ '1k n „' Malleable Iron Threaded Pipe With Unions Pressure -Temperature Ratings .....__._—._ Pressure Temperature II— -- - -- — Class lass 250 Class 150 C - " 300 ( F) •; /-Ci Psi bar Psl gar v bar ' I -20'lo •289"'0 300 U.2 500 341 610 41.. 150' 65 6' 200° 933 265 r-'• 455 514 550 ar.9 ' 250° _ _ 121.1 225 1S.1 405 27.9 _ 5a6 mit 300" 148.9 1815 2 8 300 24 3 460 31 � ' 350' 116.7 15 31 4.5 400` 2U4.4 1 - 2170 "4 YU 25 5 4501 2322 5 225 S,325 1, 500` 260.0 - . - 180 `< 280 1� 1 1 5 5.,0' 28Z8 _ - 130 4 U 230 S ._�, ,Note Unions vnth Copper or Copper Alloy seals ale not mlenoen hot use where Iemnerahue exceeds 450"F Fr t Malleable Iron Threaded Fittings Pressure -Temperature Ratings Pressure ~— Class 300 Temperature Cla.,.. Sizes Sizes I Sizes 150 y," 1" 1' 2 • - 2',, - 3" (6 - 15 mnt) (31 51 mmJ (64 • 76 mm) (gyp) ! (CC) psi bar psi nr7r�psl bar psi bar •20'10 28.9010 300 20.- 2000..•. 1379 15ou In 1.000 68.9 150, 65S' f 200' 93.3 265 13 1785 3 1.350 93.' ' 910 or 250` 121.1 225 1 ° 1 575 icE 5 1.200 82,7 825 60 300' 148.9 l85 1.360 9i s 1.050 72 a 140 ,n t 35w 176.7 I •0 k, I•L50 900 , 650 4.8 440` 204 R - 93$ 750 tl i 560 38 a 450' 232.2 - 721 iC t 600 41 1 475 1 32 .' I Soo, 260.0 - St0 :c 45C 117 305 65 550' 2871.8 - 300 20 % 300 ?0 7 _300- 20l .April L.lass 190 (sMlldanl Avigil U M;IIIvahlc Iron Pitt inp: na)I'orm to .U111i It 16 i anti 1 Ilion, conllmmn IoAS\I I: II 16. 1') AT) riI standard ecight b:m(Icd pauern I! It ings in Illi, col talog,sims ''. NPS to 6 NI'S (6 If, I50 I)A) ill cIn.,nc. ar, intl udcd in Ihc-1-111 ul' Insprctcd Pira• I'ruicclirnl I:eiuipment and Materials" issued 13v the l nelcnrnlcr Inhornorit,. lilt ALL ELBOWS 6 TEES'.:' (IO DAU and LARGER ARE IUD% GAS TESTED AT A MINIMUM OF 100 PSI. 16.9IT30 PF - 57 61� 7 -1"1 Malleable Iran Class 150 77)) j&NVII L (Standard) A 901 Elbow Size black I ga V. Figure 1101 vn,Fb1 -.J - - -------- - I ----- - 0.06 IN, -5.12 1,35 3.17 31.18 0.17 C Q 0.26 0.27 116 1'..' 0 0.3? 0.43 C .71 25 11/1 3; 0.63 V n 0.65 c A 332 13/ 44 0.96 044 0.94 04i I'/, A 2 50 2'A 57 2.1 9 2.0 0,9 • 9", 2"', 3.6 1 3 3,:. ?8 5.2 44 53 2.1 3% 90 3 27 7.1 3 i 7.2 3.3 4.3 4 96 8.9 4 1 9.4 4h .14 14 6 3 15 66 5.1 S., ?A 11 - -- - - - ------ 451 Elbow Figure 1102 Size 2 31, ALL ELBOWS &TEES '. " (19DN) anti LARGER ARE 100% GAS TESTED ATAMINIM1.15101"109PSI. (6.968rl Weight black DAIV. 22 0.21 10.24 25 0.37 0.39 1.76 2: 0.54 324 0.57 0,26 39 0,87 0.39 31 1.2 0.53 78 1.9 0.64 2.8 2.9 1.3 4,; 46 21 73 12 Sa PF - 58 Malleable Iran Class 150 (Standard) Weight Straight Tee Size A black galy. Figure 1105 ....._ NP`i DN -..._ ` �n I .- nn: -.._. T.... qu 1 kg _ -'. 9 "./t 27 O.tS "U7 ... 0,16 0,07. 24 0.23 G 10 0.24 C.11 229 0.36 - 016 0.37 0.1' I $, 20 I%m 3a 0.5E J 25 0.59 0.26 _ 1 25 116 39 0.90 31' 0.92 0A7 R � 2.5 ,. F _ p'._ gx 2•"n g ... 22 5.0 2.3 ' n0 3%a t j A 90 'G0 3"Ar 3'+rr 37 9P, 9.0 1i e.t 9.4' 12 a.'s 59 -i-'-4 5 '25 4% 'il 19 W. 20 i.E 6 15G 511, - _ 26 33 .4 :PO.A. "-I weight I 90' Street Elbow Size I A J --- --- Straight' Figure 1103 black --I _ _ t- Reducing Figure 1103R tins DN ut rnm a nvn Ibs kg Ibs kg ..,t3 9.06 0.03 0.11 0 0; 0J2 0:G5 37 017 eAA 0.18 C.09 '„+ t is i'S Pn 4' 0.24 3 1 ! 0.26 6.12 2. I'r., I. 41 0.41 7N 042 0.'9 i t 25 ai 2}. 54 0.62 '..t? .3.6.1 V.25 Y, 32 r.a 2', L' •._.A-: 1 4q ,�;.:; 4q 2.'n„ 4N Id O+j 1.6 0.70 2 c.i 2.9 13 27 '..2 I 1 . I 2'A fi 2 7ro its 3'A 36 4.0 18 17 1 9 .t ( _ .. ... 3'A, 79 4'h t t i 6.1 7 63 16 4 IOC 3'v., 9a 5>•s '44 9.9 4i a 5.0 40 __. e27 71 15 I' _. t % 4: 0,32 0 1" 0,36 i..'6 1 25 • 70 1' 2'/•e w 0.54 0.2< 036 C.75 ' 32 + 25 l 59 0.66 &.39 0.89 .140 f I `b x 4A 32 t 20 1'im 37 2'A 57 0.75' 0.34 0.7i' 0.3E ihx 4C 1 - 7 2°is 55 L2 0a4 13 '9 r 1 JC 2t l+l. 41 t p4 1 1' 3 S 1 1 f'SO 1 F' st sire denotes Iemale end 2 x 1 4 0 2 s1 2'.. r5 1,9 . A•: 19 065 Nate See page PF-57 for press uro- P.mporature ratings. ALL ELBOVJS & TEES 1"," (10 DNJ and LARGER ARE 100% GAS TESTED 'VIA A AT A MINIMUM OF 100 PSI. (6.9 gar) PF - 60 Flexible Sprinkler Drops for C0Mr7)ercial Applications Features & Materials Lengths 24", 36", 48", 60", 72" Outlet Reducers 1/2", 3/4" (Straight or 90" Elbow) Types Braided Unbraided Hose/ Braid Stainless Steel 304 Nut & Nipple Zinc -Plated Steel Sealing Gasket / Isolation Ring EPDM / NYLON Technical Data Max.Temp. Operating Pressure Connections Max.Bend Radius K-Factors Parts Optional reducer i 1 1u '`ppEp Ei RD 126 127 128 129 Inlet nipple NP 3/4' 1" 1-1/4" Wood beam 14 wSB 225°F 175 psig Inlet 1" NPT Outlet 1/2" or 3/4" NPT 4"(UL), 8"(FM) 112" Outlet 5.6 3/4" Outlet 8.0 Friction Loss Data Length Outlet (in) Connection 24" 36" EMU ®i 72" 1/2" 3/4" 1/2" 3/4" 1/2" 3/4" 1/2" 3/4" 1/2" 3/4" Maximum Number of 90° Bends 1 1 2 2 3 3 4 4 4 4 www.easyflexusa.com Equivalent Length of 1 in. Schedule 40 Pipe, ft. (FM/UL) 6.8/ 18 4.7/ 18 11.5/ 31 10.6/ 34 16.7/ 48 12.7/ 51 20.6/ 60 17.0/ 65 24.0/ 71 19.8/ 72 Outlet reducer 90°Elbow reducer 'Avahable in Europe (� tkio Al I ROL (5.34") 1/2" 3/4" LRDL 1/2" 3/4" LRDS 112" 3/4" LRDL Ot 1/2" 314" Stock bar Center Bracket T-bar Hat channel Ra r ,.{-1 y, r iWrc ix� 4 SO 25" 50' OSSB TBS HCB M or C channel Side wall Pre -assembled Open one piece bracket J MSB OSSSW TBS-PA OGSB EASYFLEX Sprinkler Drops are designed to significantly reduce labor and installation costs. Available in 5 different lengths with either a 1/2" or 3/4" NPT on reducer thread. EASYFLEX has been tested and listed by Underwriters Laboratories and approved by FM, United States and Canada, per NFPA 13, t3R & 13D, as well as UL 1474 standards for safety regarding, but not limited to, pressure cycling, corrosion resistance, flow characteristics, vibration resistance, leakage, and mechanical as well as hydrostatic strength. EASYFLEX is an active member of AFSA, NFPA and NFSA. Technical Feature ► Temperature Rating: Maximum temperature : 3oo° F(i49° C) ► Pressure : - Maximum Working Pressure : zoo psi/ 3375kPa Test Pressure : i000 psi / 6875kPa (burst) ► Connection : - To Branch Line (Inlet) : 1"NPT male thread. - To Splinkier Head (Outlet) : 1/2" or 3/4" NPT female thread. ► Minimum bend radius: 3"(76mm). Do not bend within 2'/2" from connection nut. ► Maximum number of bends per flexible tube : 3 SNAP CLAMP TYPE PARTS a SNAP CLAMP F14 1 i �- mT-BAR BRACKET �Y a p. n 19SN nTBLC2 %WING CLAMP a,Tv" Sr u 558wC1 F , �s' 1 nEBSCI uEBL01 Parts Included a BOLT CLAMP 1 � b —t .l� usoec7 a NEW REDUCER Ul iX rl'n.. pRN6 pRN7^ HRNO Physical Data x EFU. unbraaed Type EFB- Braeaed type 'Fnlmg type Model No. Length Inch /mm . Pieces/case "'el Outlet t" N P 1/2"NPT F.q./EF8224 24 G/610 2C FFu/EFB 231 31 0/ 787 2C EFU/EFB 236 360/91L 20 EFU/ErB 248 480/1219 20 EFU/EFB 260 600/1524 10 EFU/EFB 275 750/1905 10 T 3/4 NPT EFU/EF8324 24 0/ 610 20 EFU/EFB 331 31.01787 20 EFU/EFB 336 36.0/914 20 EFU/EF0348 48.0/1219 20 EFU/EFB 360 600/1524 10 EFu/EF8975 750 /1905 IC x Optional So" and 2o6" lengths are available upon request. z Maximum Working Pressure: 5000(3,45okPa) UNBRAIDED BRAIDED FLEXIBLE PIPE FLEXIBLE PIPE ®REDUCER 1 l � 1 I 4 ftRb 12 PRO24 a STOCK BAR i 1. Iu5025 05G70 u5050 <f'� 8 %NIPPLE I II J pNPI mISOLATION RING NPR01 m METAL STUD ) nMsB07 m GASKET NGROI No pipe cutting or less time consume Fast installation i00% no corrosion Simplified work Multiple pipe cutting Slow installation Corrosion Complicated assembly *, i "i r I}�9 1�Yfl CY' x n, -Cs-. , C'u :�.'$, `Las vc .. -. ... „„.. rr ucs.b..•k..`�.ir 'a. rW. Material Stainless Steel STS 304 SS 4i EASYFLEX is t00%corrosion free No. of Connectors 4 Parts 7 Parts Less risk of leakage Life Span 120 years 6o years Theoretical, life span Installation in Easy and simple to work Impossible or hard to work EASYFLEX is easy to bend retrofit areas Vibration Excellent vibration Weak Excellent for absorption earthquake areas Installation Quick and easy to install Labor and time intensive 4 times quicker than Hard Pipe installation Economics Material cost is slightly higher, but Material cost is low, but installaton Total cost is about 40% installation and labor costs are much lower. and labor costs are much higher, lower than the Hard Pipe. 1. 11 Competft11 lve Re11 ducer Connec1. tions o Variety size of o Traditional ..... L�L' reducers •hard -pipe reduce 6A.$VP'LHX ® Other company's product o, ate' P 7"Al Ll { Weltlln8 ORtna ��� .Yn i ' ; r 3;1 ,. .. .... High Cost / Low Cost / tiny .. No risk of leakage risk of leakage Friction Loss Data and Specifications t 4ur�lttk ( t'y', ly'Lt it3p!"xil L't 4e t tSte' t}r k,rfFa 'f. ? $! 1'•A* r {Aa^,�'{l i:,�4y, i t r t a.,G i+.}e.w1'M c. ... Fwd{uW d,#u5waiswaArca.k•�6.rF..nz� $:..'a�.4 a6�..4v.�'-'.Eat i«a'k C'z..Sd'.ui.ve�5�ke ]4e'3. .} ` 'k,i EFU/B224 211(o.6m) 8.5ft(2.6m) 1750(12050a) EFU/8324 2ft(o.6m) 6.5ft(2.01n) 175Psi(12o5kPa) t EFU/13231 2,6ft(o;Bm) 8.911(2.71`11) 175Psi(12o5kPa) 3 EFU/B331 2.6ft(o.8m) 7,5ft(2.3m) 175psi(12o5kPa) / EFU/6236 3ft(o.9m) 13.8ft(4.201) 17513s62o0a) EFU/B336 3ft(0,9m) 8.gft(2,7m) 175osi(12051(Pa) 2 EFUIB248 4ft(1.21r) 16.511(5.orr) 175p5i(12o5kPa) 4 EFU/13348 4ft(t.2m) 12.6ft(3.8m) 175psi(12o5kPa) EFU/B26o 5ft(i.5m) 20.5ft(6.2m) 175062051<13a) EFU/B36o 5ft(t.5m) 16,8ft(5.im) 175p5i(12o5kPa) EFU/6275 6.3ft(t.9m) 24,81t(7.6m) 175psi(1205kPa) EFU/8375 6.3ft(t.9m) 20,5ft(6am) 175p51(i2o5kPa) L�—na-p7damp Type Secure the end brackets to the T-Bar with the butterfly nut. Grip the end brackets and set them on the T-Bar with the protrusion part to the outside of the T-Bar. Connect EASYFLEX to branch line. Press the lever of the end brackets to latch firmly with both levers facing each other. To adjust level of the reducer with the ceiling tile, move the reducer vertically, and push the latch down firmly to secure into position. Please Compare with other Mounting Brackets and save at least 30% of Installation Time j FINALLY, THE ADVANCED FLEXLINE SYSTEM. EASYFLEX Sprinkler Drops. Simply Irresistible! ❑ Stop worrying. ❑ Stop spending. ❑ and start installing. m Corrugated stainless steel flexline was first utilized to protect from earthquake damage. In spite of vibrations, corrugated stainless steel flexline helps to prevent ruptures in the plumbing system. It can withstand wide fluctuations in temperature, and due to its flexible nature is extremely reliable and resistant to abusive environmental conditions. U Simplicity Installation is quick & easy. Configuration structures or relocations of previously installed sprinkler systems is simplified. Eliminates labor and time for intensive cutting, threading and measuring of hard pipe armovers. Varieties of EASYFLEX lengths give you comfort choices. Now, corrugated stainless steel flexline are used in an wide variety of industrial and residential plumbing a Flexibility applications world widely. EASYFLEX., Inc. is an U.S subsidiary of KOFULSO Co., Ltd. in Korea.i ® KOFULSO Co., Ltd. is an world class manufacturer of corrugated stainless steel flexline using AISI 304 and AISI 316L stainless steel. It is a technological innovator in a wide variety of applications for water and gas distribution utilizing flexibility stainless steel flexline which can be simply bent by hand. m KOFULSO Co., Ltd, is, an ISO Soot certified manufacturer which has passed stringent UL testing for flexible fire sprinkler drops. A full line of UL Listed and FM approved flexible fire sprinkler drops are available. a EASYFLEX innovative features save time and money for you and your customers. Now favored worldwide by contractors and fire protection engineers. EASYFLEX sprinkler drops are the product of choice for those who used to install conventional rigid pipe sprinkler drops. The ease of installation and significantly reduced labor costs utilizing flexible sprinkler drops make EASYFLEX the smart choice. ,3- M. s � f x.. As the minimum bending radius is 3"(76mm), EASYFLEX can be easily installed in narrow or confined spaces, and can be easily bent by hand. Allows you to easily adjust to last minute changes in blue prints or construction obstacles. o Profitability Reduce time needed to determining the placement of the sprinkler head in the center -of -tile. Install p EASYFLEX Sprinkler Drops in the time it takes only one hard pipe armover sprinkler drop. Fewer people needed to install EASYFLEX as the opposed to hard pipe installations. Simplify and streamline your present labor force. Work more jobs utilizing your same work force since less people and time are needed installing EASYFLEX. a Safety • Stainless steel corrugated flexline is made with AISI Soy and AISI 316L. Extremely flexible with a high tensile strength. Braided flexible sprinkler drops are wrapped with a AISI 304 wire and can withstand high pressure. Tube connectors are made by brass and rupture pressure is over 1,420 psi. An EPDM packing is used in the connector to prevent leakage and withstand high pressure. It has excellent thermal resistance. EASYFLEX Sprinkler Drops are t00% factory tested and ready for installation. t00%corrosion resistant. Pipe Rings ANv�i`�LStar• F.,. wdducm D..,. of A".n• fmc,daadds Adjustable Swivel Ring, Tapped Per NFPA Standard Submittal Sheet SIZE RANGE: lh" through B" MATERIAL: Carbon steel FINISH: Galvanized SERVICE: Recommended for suspension of non -insulated stationary pipe line. MAXIMUM TEMPERATURE: 650" F APPROVALS: Complies with Federal Specification A -A -I 192A (Type 10), W W.H-171-E IType 10) and MSS-SP-69 (Type 10). UL Listed and FM Approved (Sizes 315" - 8"). FEATURES: • Threods are countersunk so that they cannot become burred or damaged. • Knurled swivel nut provides vertical adjustment after piping is in place. • Captured swivel nut in the'h" through 3" sizes.. — .A Weight Rod Size A B ( F tbs. 7n. In. In. In. 7_30LS00 0.10 - 34 211e 2 14'16 0.10 2314 PA 11A6 0.10 2°A6 1 "A6 1 0.10 2se Pn12 0.10 236 Na 2 0.11 3' 6 Ph Ilia 2'h 526 0.20 4 23h I5•16 3 0.20 313•1e 21$h6 13n6 4 650 0.30 41ti6 31146 1°A6 5 1,000 0.54 53A6 43i6 6 0.65 61116 SIN 2'A 8 1.00 8 7 2"A6 PROJECT INFORMATION: Project: Date: Phone: Architect / Engineer: Contractor: Address: Notes 1: Notes 2: Refer to the Pipe Hanger Catalog for Additional Parts available on Anvil's Web Site www.anvilinti.com Anvil® Pipe Hangers & Supports For the latest UL/ULC Listed and FM Approved pressure ratings, versus pipe schedule, Z /�,NV�L REV 03,03.06002 go to www.anvilstar.com or contact your local AnvilStar representative Wr SERIES SYSTEM SENSOR WATER FLOW AND SUPERVISORY SWITCHES DESCRIPTION WFDT, WFDTNR T-Tap Waterflow Detectors The System Sensor WFD (with retard) and WFDTNR (less retard) waterflow detectors are housed in durable, tamper resistant enclosures and are designed for primary signaling in residential and branch line signaling in larger systems. The units contain a polyethylene vane which is inserted through the tee fitting and connected by a mechanical linkage to the trip mechanism. The detectors have a sensitivity in the range of 4 to 30 gpm and a static pressure rating of 250 psi. The units fit in any tee that has a I" NPT branch including: I ", 1 1/4", or 1 1/2" threaded ferrous or brass tee; 1-2" copper sweat tees; I" CPVC tee; or 1 1/2" polybutylene tee. The detectors come with nine different flexible paddles that fit the specified tees. The detectors are UL Listed for indoor/outdoor use. Dual SPDT switches accommodate up to 12 AWG wire. WFD Series Vane Type Waterflow Detectors The System Sensor WFD Series waterflow detectors are equipped with a computer designed paddle or vane which fits Schedule 20 through Schedule 40 steel pipe sizes 2" through 8". They are equipped with a pneumatic retard, can be mounted in a vertical or horizontal position and are suitable for UL Listed outdoor wet pipe sprinkler installations. The detectors have a sensitivity in the range of 4 to 30 gpm and a static pressure rating of 250 psi. Housed in a durable, enclosure with red epoxy painted metal cover secured by self -guiding security screws, the detectors are resistant to tampering. The WFD Series is UL Listed for indoor/outdoor use. Dual SPDT switches accommodate up to 12 AWG wire. EPS10-1, EPS10-2 Alarm Pressure Switches The System Sensor EPS 10-1 and EPS 10-2 Alarm Pressure Switches are designed for use in wet, dry, deluge, and pre - action automatic sprinkler systems to indicate a discharge from a sprinkler. The switches feature field adjustable pressure sensitivity to provide an alarm response between 4 and 20 psi. It is factory set to respond at 4-8 psi on rising Pressure. The pressure adjustment wheel requires no special tools and does not affect switch synchronization on the EPS 10-2, The EPS 10 switches are UL Listed for weatherproof use with a NEMA 4 rating. A single SPDT switch on tfie EPSIO-I and dual SPDT switches on the EPS10-2 accommodate up to 12 AWG wire. U9 Specificalians are provided for information only and are believed to be accurate. However, no responsibility is assumed by Fire Control Instruments. Inc. for their use. Specifics lions subject to change without notice. 01998 All Rights Reserved 301 2nd Ave Waltham, MA 02451-1133 USA TEL: (781) 487-0088 FAX: (781) 370-4132 9020-0446/Ver. 1.1 OSY2 Supervisory Switch The System Sensor OSY2 is used to monitor the open position of an OS&Y (outside screw and yoke) type gate valve. The switch is designed to mount easily on most OS&Y valves ranging in size from I" to 12". The OSY2, without its gate valve bracket, can be used to monitorside-bracket style pressure reducing valves. Its three -position switch gives vandal and valve closed signals. The OSY2 is UL Listed for indoor/outdoor use. Dual SPDT switches accommodate up to 12 AWG w i re. PIBV2 Supervisory Switch The System Sensor PIBV2 Supervisory Switch monitors the open position of fire sprinkler control valves of the post indicator, butterfly, or other valves. The PIBV2 is designed to operate when the valve . position is altered from an open state. The switch can be used for butterfly valves, post indicator valves, wall post mount (with restrictions) recessed wall post valves and many types of pressure reducing valves. The PIBV2 is UL Listed for indoor/outdoor use. Dual SPDT switches accommodate up to 12 AWG wire. EPS40-1 Low Pressure Supervisory Switch The $,ystem Sensor EPS40-1 Low Pressure Supervisory Switch is designed to detect a 10 psi decrease from normal system pressure in automatic fire protection systems. It is typically used to supervise system air pressure in dry pipe systems or pressure tanks and water pressure supplies of automatic water control valves. It features field adjustable pressure sensitivity between 10 and 100 psi. It is factory set to be used in a nominal 40 psi system with a switch transfer occurring at 30 psi. The pressure adjustment wheel requires no special tools and can be used to adjust the point at which the low switch activates. The EPS40-1 switch is UL Listed for weatherproof use with a NEMA 4 rating. The SPDT switch accommodates up to 12 AWG wire. EPS120-2 High/Low Pressure Supervisory Switch The System Sensor EPS120-2 High/Low Pressure Supervisory Switch is designed to detect a 10 psi decrease or increase from normal system pressure in automatic fire protection systems. It is typically used to supervise system air pressure in pipes or pressure tanks and water or air pressure supplies of automatic water control valves. It features field adjustable pressure sensitivity between 10 and 200 psi. It is factory set to be used in a nominal 115 psi system with a switch transfer occurring before 105 psi and a second transfer occurring before 125 psi. The pressure adjustment wheel requires no special tools and can be used to adjust the nominal value of the "window" at which the low and high switches activate. The EPS 120-2 switch is UL Listed for weatherproof use with a NEMA 4 rating. Dual SPDT switches accommodate up to 12 AWG wire. IS fZ 9020-0446 SPECIFICATIONS WFD, WFDT, WFDTH, OSY2, PIBV2 Series: Operating temperature range: 320 F to 1200 F (00 C to 490 C) Contact ratings: 10 A @ 125/250 VA, 2.5 A @ 24 VDC Overall dimensions: 4.5" H x 3.75" W x 67' L (11.4 cm x 9.5 cm x 17 cm) _WFDT WFDTNR 3.75" FI x 3,25" W x 4.25" L (9.5 cm x 8.2 cm x 10.8 cm ) PIBV2 4.25" H x 3.5" W x 3.25" D (10.8 cm x 8.9 cm x 8.2 con) OSY2 5.25" H x 3.5" W x 3.25" D (14.6cmx8.9ern x8.2cm) WFD (switch body) 3" H x 3.75" W x 6.7" L (8 cin x 9.5 cm x 17 cm) Over a1I width: W FD20, 25 4.6" (11.7 cm) WFD30 5.2" (13.2cm) WFD35 5.7 (14.5cm) WFD40 6.8" (17.3 cm) WFD50 7.8" (19.8cm) WFD60 9.0" (22.9 cm) WFD80 10.8" (27.4 cm) EPS Series: Contact ratings: Operating temperature range Dimensions: PSP-I Plug-in type switch: Operating temperature range: Dimensions: 10.0 A, 1/2 HP @ 125/250 VAC, 2.5 A @ 6/12/24 VDC -400 F to 1600 F (-40° C to 71 ° C) 5.12" H x 3.325" W x 4.250" L (13.0cmx8.4cnnx10.8cm) -40 F to 1490 F (-20° C to 650 C) 4.73" L x 2.94" W x 2.2 1 " D (12cmx7.5cmx5.6cm) ORDERING INFORMATION Part No. Model Description 117-90000 WFDT Waterflow Switch, Vane Type, w/retard, for 1, 1 1/4, 1/12" pipe 117-90001 WFDTNR Waterflow Switch, Vane Type, less retard, for 1, 1/4, 1 1/2" pipe 117-90003 WFD20 Waterflow Switch, Vane Type, w/retard, DPDT, for 2" pipe 117-90004 WFD25 Waterflow Switch, Vane Type, w/retard, DPDT, for 2 1/2" pipe 117-90005 WFD30 Waterflow Switch, Vane Type, w/retard, DPDT, for 3" pipe 117-90006 WFD35 Waterflow Switch, Vane Type, w/retard, DPDT, for 3 1/2" pipe 117-90007 WFD40 Waterflow Switch, Vane Type, w/retard, DPDT, for 4" pipe 117-90008 WFD50 Waterflow Switch, Vane Type, w/retard, DPDT, for 5" pipe 117-90009 WFD60 Waterflow Switch, Vane Type, w/retard, DPDT, for6" pipe 117-90010 WFD80 Waterflow'Switch, Vane Type, w/retard, DPDT, for 8" pipe 1 17-90011 OSY2 Supervisory Switch, Outside Screw and Yoke 117-90012 PIBV2 Supervisory Switch, Post Indicator/Butterfly valve 117-90013 PSPI Supervisory Switch, Plug-in (wire leads) 117-90014 EPS10-1 Waterflow Pressure Switch, SPDT, (4-20 psi) 1 17-90015 EPS 10-2 Waterflow Pressure Switch, DPDT, (4-20 psi) 117-90016 EPS40-1 Waterflow Pressure Switch, SPDT, (10.100 psi) 117-90017 EPS40-2 Waterflow Pressure Switch, DPDT, (10-100 psi) 117-90018 EPS120-1 Waterflow Pressure Switch, SPDT, (10-200 psi) 117-90019 EPS 120-2 Waterflow Pressure Switch, DPDT, (10-200 psi) 9020-0446 3 of 3 3/4n I it 1 1 /4rr 1 1 /2n 211 ❑ The AGF Manufacturing Inc, Model 1000 TESTANDRAIN Provides Both The Test Function And The Express Drain Function For A Wet Fire Sprinkler System. CJ The Model 1000 Complies With All Requirements Of NFPA-13, NFPA-13R, And NFPA-13D. ❑ The Model 1000 TESTANDRAIN Is A Single Handle Ball Valve That Is Light Weight And Compact, Includes A Tamper Resistant Test Orifice, Integral Tamper Resistant Sight Glasses, And Is 300 PSI Rated. ❑ Available In A Full Range Of Sizes From 3/4" To 2" NPT & BSPT, With All Specifiable Orifice Sizes 3/8", 7/16", 1/2", 17/32", 5/8" (ELO), 3/4" (ESFR) and K.25. ❑ The Orifice Size Is Noted On The Indicator Plate And The Valve Is Tapped For A Pressure Gauge. • The Standard Model 1000 TESTANDRAIN Valve Includes A Pressure Gauge Port Tapping And Can Be Ordered With A Relief Valve As A Model 1011 Or 1011 T ❑ Locking Kit Available Which Provides Superior Vandal Resistance And Prevents Unintentional Alarm Activation, Gre OutouvN;e SAutoc G�gO on the Internet at WATER , k COL. "k, SEWER RES METER SZ. M/F $ 1?9' O0 IRR SECURITYDEP / • U 4 SERVICE FEE SAME DAY FEE OVERTIME FEE METER INSTALL. CFC/WATER FPUA CFC NCe-S pO' �D CFC/SEWER N�� �� Jy U GUAR. REV. /C LATERAL $ ✓ / 7 00 TOTAL CUSTOMER SIGNATURE NAME OF ff. LUCIE COUNTY UTILITIES T.O. BOX 728. FT. PIERa NAME ,I�') U 1r/�':/' / ACCT. # / �� �" (py / SERVICEADDRESS 316-3 11ejj) / SUBDIVISION LOT BLOCK BILLINGADDRESS ' PHONE # MOVE IN/CLOSING DATE This application hereby request and authorises the Utility to render water and/or sewage disposal Cervices to the premises described above in'accordance with the Utilities present or future rates, vies and regulations, which by reference are made a part of this contract. Applicant agrees to pay he Utility promptly for such services in accordance with the established rules and regulations. CUSTOMERS DEPOSITS ARE NON NEGOTIABLE OR TRANSFERABLE. SOCIAL SEC/ FED ID Cn lN,-s,1� e. SPOUSE SOCIAL ONLDATE RECEIVEDO CASH OFFICE USE S CHK #Y as39 RECEIVED BY AOa)WA Respectfully, E IN RING DESIGN & CONSTRUCTION, INC, Patricia Sesta Planner &WQo FSL1_PROU Nles%1&129- Wolonaq FI0MZQ0 Dommenhle emVOI -0740 V Sanlos_Mlsslone _Flight%A memonLFea_Loner_16HB.dC= SCANNED By St. Lucie County 10250 SW Village Parkway, Suite 201 Port St. Lucie, FL 34987 772-462-2455 Bill Date Trans Date Description Trans Amt Pymnt Date Amt Applied 07/18/2018 Payment CHK 7,514.00 07/17/2018 SEWER GUAR REV 538.00 07/18/2018 $538.00 07/17/2018 SEWER CONN FEES 6,850.00 07/18/2018 $6,850.00 07/17/2018 SEWER DEPOSIT 89.00 07/18/2018 $89.00 07/17/2018 SERVICE FEE 37.00 07/18/2018 $37.00 Payment Balance: $0.00 Open Balance: $0.00