2 8 t h R C I I n t e r n a t i o n a l C o n v e n t i o n a n d T r a d e S h o w • M a rc h 1 4 – 1 9 , 2 0 1 3 S l o c u mb • 2 5 Testing Metal Wall Panel Systems Michael Slocumb FM Approvals 1151 Boston-Providence Highway, Norwood, MA 03062 Phone: 781-255-4841 • Fax: 781-762-9375 • E-mail: michael.slocumb@fmapprovals.com Abstract Combustible components contained in some metal wall panel systems (MWPS) may exhibit self-propagating behavior in the event of even a small fire. MWPS intended for the building envelope are subjected to natural hazards such as wind, hail, and wind-blown debris. FM Approvals tests MWPS for combustibility according to FM Approvals Standard 4880, resistance to natural hazards according to Standard 4881, and smoke generation rate according to Standard 4882. MWPS that receive approval recognition have been evaluated to ensure that they will perform their intended functions and maintain the integrity of the building envelope for the stated design conditions. Speaker Michael S. Slocumb — FM Approvals – Norwood, MA Micha el S. Slocumb is a senior engineer in the Materials Group at FM Approvals. He holds a BS degree in business from Assumption College and a BS in mechanical engineering from the University of Massachusetts. He has almost ten years of experience in testing and research of building materials. Currently, he is focused on testing wall and roof panel systems and pliable roof systems. 2 6 • S l o c u mb 2 8 t h R C I I n t e r n a t i o n a l C o n v e n t i o n a n d T r a d e S h o w • M a rc h 1 4 – 1 9 , 2 0 1 3 2 8 t h R C I I n t e r n a t i o n a l C o n v e n t i o n a n d T r a d e S h o w • M a rc h 1 4 – 1 9 , 2 0 1 3 S l o c u mb • 2 7 This paper describes the development of FM Approvals Standards 4880, 4881, and 4882. In addition, an explanation on selecting a properly rated system is provided. Metal wall panel systems (MWPS) are examined and approved by FM Approvals through the use of the following three standards: • Approval Standard for Class 1 Fire Rating of Insulated Wall or Wall and Roof/Ceiling Panels, Interior Finish Materials or Coatings, and Exterior Wall Systems (Standard 4880) • Approval Standard for Class 1 Exterior Wall Systems (Standard 4881) • Approval Standard for Class 1 Interior Wall and Ceiling Materials or Systems for Smoke-Sensitive Occupancies (Standard 4882) Standard 4880 Standard 4880 specifies the fire resistance performance requirements for Class 1 fire-rated wall panel, wall and roof/ceiling panel, interior finish materials or coating, and exterior wall system assemblies. Performance is dependent in part on fasteners, adhesives, and other accessories used in construction and the substrate over which they are installed. Therefore, assemblies, and not products or parts, are examined and approved. Based upon performance, approved installation height ratings are maximum 30 ft. (9.1 m) or 50 ft. (15.2 m), or no height restriction. Products approved to Standard 4880 will not allow a self-propagating fire and may not require the use of an automatic sprinkler system to protect a building. The most common materials examined are field- or factory-fabricated panels. These panels are connected to one another and to the substrate with various types of closures and joint treatments. They consist of a facer attached to an insulating core material. The facer could be aluminum (foil), painted or npainted steel, gypsum wallboard, plastic, masonry, or other cementitious material. The insulating core material consists of a rigid plastic foam or mineral wool. Samples are examined at the maximum core thickness, minimum facing thickness, minimum panel width, and maximum facer coating thickness sought for approval. Interior finish materials are also examined. They can be reinforced or nonreinforced thermoplastic or thermoset materials such as polyvinyl chloride (PVC) or fiberglassreinforced panels (FRP ). Interior finish materials also consist of masonry block, brick, precast concrete, or gypsum board. Samples are provided at the maximum core thickness, minimum facing thickness, and minimum width sought for approval. Interior wall or ceiling coating systems include fire-retardant-treated cellulose, mineral or glass fiber insulations, and intumescent paints and mastics. These products are usually applied by trowel, brush, spray rig, or roller. Samples are provided at the minimum thickness and over the most critical substrate for which approval is sought. Examples of exterior wall systems are metal, concrete, composite, or glass. Samples are provided at the minimum material thickness, maximum insulation thickness, and over the most critical substrate for which approval is sought. The general requirements for examination according to Standard 4880 are as follows: 1. Witness sample manufacture 2. R eview of component formulations and/or specifications 3. Flammability characterization of combustible components 4. R oom fire test 5. 25-ft. (7.6-m) High Corner Test (for approval to 30 ft. [9.1 m]) 6. 50-ft. (15.2-m) High Corner Test (for approval greater than 30 ft. [9.1 m]) 7. 16-ft. (4.9-m) High Parallel Panel Test (for approval greater than 30 ft. [9.1 m]) 8. Surface-burning characteristics (if plastic foam core) per ASTM E84 9. Small-scale identification tests (density, ignition properties, heat content, ash content) Items 8 and 9 are for identification or local building code requirement purposes only. No limits are placed on test values. An FM Approvals representative must witness production of all plastic components (e.g., polyol or isocyanate of any thermoset plastic foam core) at the manufacturing facility. Additionally, the production of sample panels must be witnessed by an FM Approvals representative. The flammability characterization is a small-scale test to measure the flammability properties of plastic components. The FM Approvals Fire Propagation Apparatus is used for this test, and it is performed according to ASTM E2058. This test measures the following material flammability properties: • Convective flame spread parameter (FSPc), a measurement of or correlation to flame spread along eaves in a corner • Chemical heat of combustion (measurement of heat content) • E ffective heat of gasification • Critical heat flux for ignition (measurement of maximum heat flux at which no ignition occurs) • Chemical heat release rate (total of CO and CO2 generation) • Convective heat release rate (CO generation) • Thermal response parameter resistance to ignition (measurement of a resistance to ignition) For Class 1 Approval to maximum height of 30 ft. (9.1 m) of inert-faced thermoset plastic foam core panels without a 25-ft. (7.6-m) High Corner Test, performance is adequate if FSPc ≤ 0.39 s-1/2. The FSPc can also be used to screen candidates for a 25-ft. (7.6-m) High Corner Test, since this Testing Metal Wall Panel Systems test is required if 0.40 < FSPc < 0.47 s-1/2. The 25-ft. (7.6-m) High Corner Test is not recommended if FSPc ≥ 0.47 s-1/2 (unless walls only, with noncombustible ceiling). The room corner test is a full-scale test of a completed wall, wall-and-ceiling, or ceiling- only assembly. It is performed according to Uniform Building Code Standard No. 26-3, Room Fire Test Standard for Interior of Foam Plastic Systems. It is used to measure performance of assembly in response to a real corner. A corner fire is considered the most critical area in which a fire can occur. The wall area exposed to this test consists of two 8- x 8-ft. (2.4- x 2.4-m) exposed area intersecting walls. The ceiling area exposed to this test is one 8- x 8-ft. (2.4- x 2.4-m) exposed area ceiling. The fire source is a 15- by 15-in. (380- by 380-mm) square crib of 1½-in.- (38-mm-) square Douglas fir sticks conditioned to specified moisture content and placed at the intersection of the panel walls. It is ignited using 1 lb. (0.45 kg) of shredded wood excelsior and 4 oz. (0.12 l) of ethanol. The test is run for 15 minutes. For acceptance, the assembly must (a) not support a self-propagating fire that extends to outer extremities of the test area, (b) not generate excessive smoke during test period, and (c) sustain the applied load (if any) for the duration of the test period. The 25-ft- (7.6-m) High Corner Test is a full-scale test of a completed wall-only or wall-and-ceiling assembly. It is intended for inert-faced thermoset-plastic-core panels where 0.40 < FSPc < 0.47 s-½ or all other combustible-core panels are under the scope of Standard 4880. This test is used to measure performance of a complete assembly in response to a fire in the corner of a room. The test is made up of a free-standing structural steel frame with 51 ft., 6 in.- (15.7-m-) and 39 ft., 3 in.- (12.0m-) long intersecting walls. Samples are installed on the inside of the steel frame. The fire exposure source is 750 lb. (340 kg) of oak pallets, which are ignited with cellucotton rolls soaked in gasoline, and the test is performed for 15 minutes. See Figure 1. For approval to a maximum height of 30 ft. (9.1 m), assemblies using this test method cannot support a self-propagating fire that reaches any of the limits of the 25-ft. (7.6-m) structure as evidenced by flaming or material damage. The 50-ft. (15.2-m) High Corner Test is another full-scale test of a completed wall-only or wall-and-ceiling assembly. It is intended for inert-faced thermoset-plasticcore panels where FSPc ≤ 0.39 s-1/2 and which have passed the UBC 26-3 room test, or all other combustible-core panels under the scope of Standard 4880 that passed the 25-ft- (7.6-m) High Corner Test. Like all other large-scale Standard 4880 tests, this test is used to measure performance of a complete assembly in response to a fire in the corner of a room. The test is made up of a freestanding structural steel frame with 20- x 50-ft.- (4.6- x 15.2-m-) long intersecting walls with a triangular ceiling. Samples are installed on the inside of the steel frame. The fire exposure source is 750 lb. (340 kg) of oak pallets, which are ignited with cellucotton rolls soaked in gasoline. The test is for 15 minutes. See Figure 2. For approval to a maximum height of 50 ft. (15.2 m), an assembly must meet requirements for 30-ft. (9.1-m) approval. Additionally, the same assembly must not support a self-propagating fire in the 50-ft. (15.2-m) High Corner Test that reaches any of the limits of the 50-ft. (15.2- m) structure as evidenced by flaming or material damage. For approval to unlimited height, an assembly must meet requirements for 50-ft. (15.2-m) approval and experience no ignition of the ceiling in the 50-ft. (15.2-m) High Corner Test. The 16-ft. (4.9-m) parallel panel test is a medium-scale test of finished wall panels but not a complete assembly. This test measures chemical heat release rate. It is intended to replace the 25-ft. (7.6-m) and 50-ft. (15.2-m) High Corner Test for assemblies that do not have thermoplastic foam cores or a peak chemical heat release rate below a set value. The test is made up of parallel panels facing one other—each 16 ft. (4.9 m) high by 42 in. (1.1 m) wide with a vertical panel joint incorporated in the center. The panels are separated by 21 in. (0.53 m). The ignition source is a 360 kW propane sand burner located at the base and between the panels. See Figure 3. Approval is granted based on the following (see Table 1): Surface burning characteristic tests are performed in accordance with ASTM E84, Test Method for Surface Burning Characteristics. The test is performed on only the bare thermoset or thermoplastic core of building panels. Flame spread distance and quantity of smoke developed from a core surface are measured. Tests are conducted to satisfy building code requirements or for identification purposes, as FM Approvals places no limits on values. For inert-faced noncombustible core (i.e., mineral wool) panels, approval with an unlimited height rating can be granted with 2 8 • S l o c u mb 2 8 t h R C I I n t e r n a t i o n a l C o n v e n t i o n a n d T r a d e S h o w • M a rc h 1 4 – 1 9 , 2 0 1 3 Figure 1 – 25-ft (7.6-m) high corner test layout. Figure 2 – 50-ft. (15.2-m) high corner test layout. one large-scale test—a UBC 26-3 room test. However, the core must be proven noncombustible with the following tests: 1. ASTM D482, where the ash content of core must be at least 90% 2. ASTM E2058, where there must be no visible flaming for 15 minutes when tested in a combustion test with an applied heat flux of 50 kW/ m2 in air enriched to 40% oxygen 3. ISO 1716 (oxygen bomb), where an average of three heat-of-combustion tests cannot exceed 2.0 kJ/g (860 BTU/lb.) For noninert-faced panels, all other large-scale tests must be performed. Other small-scale identification tests are performed and serve as fingerprints of parts of building panels. The results of these tests can be used to judge approval of future assembly revisions. If an MWPS with a polyisocyanurate core were to seek approval with a 30-ft. (9.1-m) rating, for example, the following would be required: 1. Witness blending of polyol portion of polyisocyanurate core 2. Witness manufacture of MWPS 3. R eview of component formulations and/or specifications 4. Flammability characterization of core with FSPc ≤ 0.39 s-1/2 5. UBC 26-3 room fire test 6. Surface burning characteristics (if plastic foam core) per ASTM E84 7. Small-scale identification tests (density, ignition properties, heat content, ash content) Standard 4881 Standard 4881 sets the performance requirements for Class 1 exterior wall panels when exposed to natural hazards such as the cyclic pressure of wind, simulated hail, and wind-borne debris. Examples are metal-only or composite panels. The following describes the pressure dynamics around a building for a wind event (see Figure 4). Due to pressure dynamics and other factors affecting the fluid dynamics of air around a building, pressure working from the inside of the building toward the outside, or Poutward, can reach a level twice as high as the pressure acting from the outside of the building toward the inside, or Pinward. Standard 4881 provides wind-loading classification ratings in multiple windstorm zones: HM–Hurricane with missile impact, H–Hurricane (no missile impact), and NH–Nonhurricane (intended for assemblies installed in areas not prone to hurricanes). Two missile impact ratings exist to go along with the HM rating. Small-missile (SM) impact testing consists of ten 0.7-oz. (2-g) steel balls shot out of a small cannon at approximately 90 mph (145 kmph). Large-missile (LM) impact testing consists of two-by-four lumber shot from a cannon at approximately 35 mph (56 kmph). Missile impact testing simulates windborne debris in the event of a hurricane. Therefore, along with the wind load rating based on the tested pressure, available zone classifications are Zone NH, Zone H, Zone HM, Zone HM-SM, and Zone HM-LM. The general requirements for examination are as follows: 1. Must be approved or in the process of being approved according to Standard 4880 2. Witness sample manufacturing by 2 8 t h R C I I n t e r n a t i o n a l C o n v e n t i o n a n d T r a d e S h o w • M a rc h 1 4 – 1 9 , 2 0 1 3 S l o c u mb • 2 9 Figure 3 – 16-ft. (4.9-m) parallel panel test layout. Figure 4 – Outward pressure vs. inward pressure. Sample Consisting of… Maximum Approved If the Peak Chemical Heat Height Release Rate < or = Combustible walls with 30 ft. (9.1 m) 1100 kW noncombustible ceiling Combustible walls with 30 ft. (9.1 m) 830 kW combustible ceiling Combustible walls with No height restriction 830 kW combustible or noncombustible ceiling Table 1 – 16-ft. (4.9-m) parallel panel approval matrix. representative of FM Approvals (only if panels are not currently approved) 3. Simulated wind loading 4. Simulated windborne debris (optional) 5. Hail resistance For simulated wind loading, samples are subjected to a set of static and a set of cyclic air pressure differentials. Samples are usually of the thinnest and widest offering attached to the thinnest and leaststrong girts sought for approval and are installed in a 14- x 16-ft. (4.3- x 4.9-m) steel frame. A minimum of one sample is tested. All simulated wind loading is based upon Pinward, subsequently referred to as P, which is selected by the test sponsor. A minimum P of 30 psf (1.4 kPa [kilopascal]) is required, and approval is granted in increments of 5 psf (0.2 kPa) P. Approval is granted as a set; P, – Poutward. The ratio of Poutward to P is based on a pressure multiplier of 1.4 or 2.0, which is also selected by the sponsor. The same sample can be used, but is not required to be used, for both sets of simulated wind loading tests. Successful testing is based upon the sample’s showing no signs of cracking or any other failure. Examples of “any other failure” include delamination of facer from core, fastener withdrawal, joint disengagement, or any type of plastic deformation. For a Zone H rating, a minimum of one sample is tested. No wind-borne debris testing is performed prior to cyclic testing. For a Zone HM rating, a minimum of four samples are tested. Three samples are windborne-debris tested prior to cyclic testing. Static and cyclic loading are performed according to Tables 2, 3, and 4. Standard 4881 also allows for two hail resistance ratings, namely “severe” and “moderate.” Severe hail testing consists of 1.75-in.- (44-mm-) diameter ice balls shot at 70 mph (113 kmph), and the moderate hail rating consists of 1.5-in.- (38-mm-) diameter ice balls shot at 63 mph (101 kmph). The sample is a 3- x 3-ft. to 4- x 4-ft. (0.9- x 0.9-m to 1.2- x 1.2-m) specimen with a center seam incorporated in the center of the sample. A successful test is a sample that shows no signs of cracking or splitting. Standard 4882 Standard 4882 sets the performance requirements for interior wall and ceiling materials for smoke-sensitive locations. Smoke-sensitive occupancies include, in order (from a property-loss-prevention perspective) of most- to least-sensitive: cleanroom or similar occupancies, pharmaceutical manufacturing and storage areas, and food preparation and storage areas or similar occupancies. Approval is granted with height ratings of 10 ft. (3.0 m), 30 ft. (9.1 m), 50 ft. (15.2 m), and no height restrictions in two categories: (1) clean-room or similar occupancies; and (2) pharmaceutical manufacturing and storage areas, and food preparation and storage areas or similar occupancies. Standard 4882 requires that a product have a fire and smoke rating. Like Standard 4880, products approved to Standard 4882 will not allow a self-propagating fire and may not require the use of an automatic sprinkler system to protect a building. Additionally, however, products approved to Standard 4882 will produce low levels of smoke during any fire. Smoke damage can result in significant loss of stored product, in-process product, and significant busi- 3 0 • S l o c u mb 2 8 t h R C I I n t e r n a t i o n a l C o n v e n t i o n a n d T r a d e S h o w • M a rc h 1 4 – 1 9 , 2 0 1 3 Static Testing for All Zones Load When Load When Loading Direction Duration Multiplier = 1.4 Multiplier = 2.0 0.5P 0.5P Inward 60 seconds 1.0P 1.0P Inward 60 seconds 0.7P 1.0P Outward 60 seconds 1.4P 2.0P Outward 60 seconds Table 2 – Static test loads. Cyclic Testing for Zones H & HM (9000 Cycles) Loading Sequence Loading Direction Air Pressure Cycles # of Air Pressure Cycles 1 Inward 0.2P to 0.5P 3500 2 Inward 0.0P to 0.6P 300 3 Inward 0.5P to 0.8P 600 4 Inward 0.3P to 1.0P 100 5 Outward 0.3P to 1.0P 50 6 Outward 0.5P to 0.8P 1050 7 Outward 0.0P to 0.6P 50 8 Outward 0.2P to 0.5P 3350 Table 3 – Zones H and HM cyclic test loads and cycles. Cyclic Testing for Zone NH (1048 Cycles) Loading Loading Air Pressure # of Air Pressure Sequence Direction Cycles Cycles 1 Inward 0.0P to 0.6P 12 2 Inward 0.0P to 0.8P 1 Repeat loading sequence 1 and 2 an additional 4 times prior to sequence 3. 3 Inward 0.0P to 1.0P 1 4 Outward 0.0P to 0.6P 12 5 Outward 0.0P to 0.8P 1 Repeat loading sequence 4 and 5 an additional 4 times prior to sequence 6. 6 Outward 0.0P to 1.0P 1 Repeat loading sequence 1 through 6 an additional 7 times. Table 4 – Zone NH cyclic test loads and cycles. ness downtime in smoke-sensitive industries. Sample products are usually supplied as individual sheets or field- or factory-fabricated panels. They can be homogenous material, reinforced plastic material, or composite panels. Any facers can be plastic, aluminum, steel, gypsum, or masonry. Samples are usually tested at the maximum thickness sought for approval. In a simplified form, except for the 10-ft. (3.0-m) rating that requires only a UBC 26-3 room fire test for the fire rating, the same Standard 4880 tests for the respective height rating are used to satisfy the fire rating portion of Standard 4882. For the smoke-rating potion, requirements are as follows: Clean room or similar occupancies 1. Homogenous material 0.25- to 1-in. (6- to 25-mm) thick (e.g., PVC sheet): ASTM E2058 (fire propagation apparatus) with a fire propagation index (FPI) ≤ 6 (m/s1/2)/(kW/m)2/3 All other materials (e.g. composite materials): 8-ft. (2.4-m) parallel panel test with an ignition source of 60 kW and the following criteria: a. Visual propagation height of ≤ 6 ft. (1830 mm) b. Maximum heat flux of 40 kW/m2 at 4 ft. (1220 mm) c. Decay of at least half of the maximum chemical heat release rate one minute after burner termination d. Decay of at least a factor of four of the maximum chemical heat release rate two minutes after burner termination 2. Homogenous material 0.25- to 1-in. (6- to 25-mm) thick (i.e., PVC sheet): ASTM E2058 (fire propagation apparatus) with a smoke development index (SDI) ≤ 0.40 (m/s1/2)/ (kW/m)2/3 3. All other materials (e.g., composite materials): 8-ft. (2.4-m) parallel panel test with an ignition source of 60 kW and the following criteria: a. Maximum smoke generation rate ≤ 0.23 g/s b. Smoke generation rate at 12 minutes ≤ 0.07 g/s c. Total smoke generated ≤ 60 g 4. 16-ft. (4.9-m) parallel panel test, with an ignition source of 360 kW with an average smoke generation rate ≤ 240 mg/s 5. ASTM E84 tests with: a. Flame-spread index (FSI) ≤ 25 b. Smoke-developed index (SDI) ≤ 450 Pharmaceutical manufacturing/storage areas, food preparation/storage areas, or similar occupancies: 1. 16-ft. (4.9-m) parallel panel test with an ignition source of 360 kW, with an average smoke generation rate ≤ 240 mg/s 2. ASTM E84 tests with: a. FSI ≤ 25 b. SDI ≤ 450 As illustrated, the requirements for clean room or similar occupancies are noticeably more stringent, since these occupancies are more sensitive with regards to property loss prevention than pharmaceutical manufacturing/ storage areas, food preparation/ storage areas, or similar occupancies. Selecting a Properly Rated Standard 4880/4881/4882 System Rates for Standards 4880 and 4882 are predetermined by the nature of the panel or the industry in which assemblies are placed in service. For example, a steel-faced panel with a polyisocyanurate core would be recognized under Standard 4880 in the category of “metal-faced with combustible core.” A steel-faced panel with a mineral wool core would be recognized under Standard 4880 in the category of “metal-faced with noncombustible core.” However, a customer does choose a height installation rating based on the buildings on which the panel would be installed. Height installation ratings are 10-ft. (3-m), 30-ft. (9.1-m), 50-ft. (15.2-m), and no height restriction. Examples of typical Standard 4880 ratings are “Class 1 metal-faced with noncombustible core for installation with no height restriction,” “Class 1 metal-faced with combustible core for installation to 30 ft. (9.1 m),” and “Class 1 metal-faced with combustible core for installation with no height restriction.” Examples of typical Standard 4882 ratings are “Class 1 interior wall panels for pharmaceutical manufacturing and storage areas, food preparation, and storage areas with or similar occupancies for installation to 30 ft. (9.1 m)” or “Class 1 interior wall panels for clean rooms for installation to 10 ft. (3 m).” Standard 4880 panels can be used as exterior panels, which are examined under Standard 4881 (Standard 4880 recognition is a prerequisite for Standard 4881 examination). Approved Standard 4881 ratings and limitations include those shown in Table 5. Standard 4881 establishes—along with hail and missile impact (wind-blown debris) ratings—pressure ratings for wall panel systems. The movement of air around a building affects the pressure around a building. FM Global Loss Prevention Data Sheet (FMGLP DS) 1-28, Design Wind Loads, available for public reference, is a reference tool used to develop recommended pressure ratings for Standard 4881. FMGLP DS 1-28 provides pressures resulting from wind and other k factors for common building shapes. Some information must be realized before a recommended pressure rating can be developed. Typically, this information includes, but is not limited to, a market area for sale of panels. From the market area, the highest wind speed is obtained from FMGLP DS 1-28. The following other information of a most critical status to obtain a maximum pressure is obtained from FMGLP DS 1-28: • Ground classification • R oof slope • Type of building (enclosed, partially enclosed) To provide an example for choosing a rating for Standard 4881: If a customer requests approval recognition in a market area of South Korea, the maximum 3- second gust (used by FM Global) basic wind speed in this zone is 130 mph (58 m/s). For determination of the design pressures (used by FM Global for acceptance) that relate to the wind speed for this region, the following is also obtained: • Ground classification C, which is 2 8 t h R C I I n t e r n a t i o n a l C o n v e n t i o n a n d T r a d e S h o w • M a rc h 1 4 – 1 9 , 2 0 1 3 S l o c u mb • 3 1 Thickness/ W idth Max. Hail W ind Load W ind Load Min. Support Min. Support Securement Height Resistance Rating Rating & Steel Steel Yield Rating & Zone Spacing Thickness Stress Table 5 – Standard 4881 approval specifications. relatively open terrain with scattered obstructions • R oof slope ≤ 10 degrees • E nclosed building (see FMGPLP DS 1-28, page 34 for definition) FM Global requires a 2.0 safety factor for all design pressures. The wall corners are the most critical areas of a building since they are prone to the highest pressures. Therefore, the corner pressures govern. The 130-mph (58-m/s), 3-second gust basic wind speed and other information result in the corner inward and corner outward design pressures shown in Table 6. Installation height is limited to the Standard 4880 rating and Standard 4881 pressure rating, since pressures vary with building height. Assume the height installation rating is 30 ft. (9.1 m). Therefore, targeted design pressures according to Standard 4881 are as follows: (88 psf inward, 120 psf outward)design, 30 ft or (4.2 kPa inward, 5.7 kPa outward)design, 9.1 m For examination, Standard 4881 requires that a customer choose a pressure coefficient. The pressure coefficient is used to determine the outward pressure based on a chosen inward pressure. The outward pressure is calculated as follows: outward pressureApproval = pressure coefficient x inward pressureApproval Due to the dynamics of air around a building and other factors, a pressure coefficient of 1.4 is typically used for building heights less than or equal to 60 ft. (18.3 m). A pressure coefficient of 2.0 is used for buildings greater than 60 ft. (18.3 m). Targeted approval pressures from examination according to Standard 4881 must be equal or greater than the design pressures. A targeted inward approval pressure of 90 psf (4.3 kPa) is accompanied by a targeted outward approval pressure of 126 psf (6.0 kPa), based on a pressure coefficient of 1.4. Therefore, the following is concluded for the selection of pressures: (90 psf inward, 126 psf outward)Approval, 30 ft. ≥ (88 psf inward, 120 psf outward)design, 30 ft. or (4.3 kPa inward, 6.0 kPa outward)Approval, 9.1 m ≥ (4.2 kPa inward, 5.7 kPa outward)design, 9.1 m The chosen P for Standard 4881 testing is therefore 90 psf (4.3 kPa) with a pressure coefficient of 1.4. Standards 4880 and 4881 should be considered simultaneously with regards to height installation, since both play a role in height installation. Wall panel approval recognition is limited to the maximum girt span examined in the pressure tests, up to a maximum 94 in. (2.38 m) on center. Additional examination is required for greater spans. FMGLP DS 1-29, Roof Deck Securement and Above-Deck Roof Components, provides a hailstorm hazard map for the United States. This is helpful for determining the selection of the hailstorm rating—severe or moderate—for a market area. An HM-SM (small missile) rating is typically required in a market area where the wind speed is equal to or greater than 100 mph, and an HM-LM (large missile) rating is typically required in a market area where the wind speed is equal to or greater than 110 mph. REFERENCES ASTM, 1916 Race Street, Philadelphia, PA 19103 ASTM D482, Standard Test Method for Ash From Petroleum Products. ASTM E84, Standard Test Method for Surface Burning Characteristics of Building Materials. ASTM E2058, Standard Test Methods for Measurement of Synthetic Polymer Material Flammability Using a Fire Propagation Apparatus (FPA). FM Approvals, 1151 Boston-Providence Turnpike, Norwood, MA 02062 FM Approvals Standard 4880 — Class 1 Fire Rating of Insulated Wall or Wall and Roof/Ceiling Panels, Interior Finish Materials or Coatings, and Exterior Wall Systems. FM Approvals Standard 4881 — Class 1 Exterior Wall Systems. FM Approvals Standard 4882 — Class 1 Interior Wall and Ceiling Materials or Systems for Smoke-Sensitive Occupancies. Test Procedure Class Number 4880: FM Approvals 50-ft. (15.2-m) High Corner Test. Test Procedure Class Numbers 4880 and 4882: FM Approvals 16-Ft. (4.9- m) High Parallel Panel Test. Test Procedure Uniform Building Code Standard 26-3: Room Fire Test Standard for Interior of Foam Plastic Systems. Test Procedure Class Number 4880: FM Approvals 25-Ft. (7.6-m) High Corner Test. FM Global Research, 1151 Boston- Providence Turnpike, Norwood, MA 02062 FM Global Property Loss Prevention Data Sheet 1-28, Design Wind Loads. FM Global Property Loss Prevention Data Sheet 1-29, Roof Deck Securement and Above-Deck Roof Components. International Organization for Standardization, Casse Postale 56, CH1211 Geneva 20, Switzerland ISO 1716:2002: Reaction to Fire Tests for Building Products — Determination of the Heat of Combustion. 3 2 • S l o c u mb 2 8 t h R C I I n t e r n a t i o n a l C o n v e n t i o n a n d T r a d e S h o w • M a rc h 1 4 – 1 9 , 2 0 1 3 130 MPH (58 m/s) Zone Basic Design Pressures With 2.0 Safety Factory Included Building Height Corner Inward, psf Corner Outward, psf (kPa) (kPa) 30 ft. (9.1 m) 88 (4.2) 120 (5.7) 60 ft. (18.3 m) 104 (5.0) 140 (6.7) 90 ft. (27.4 m) 112 (5.4) 209 (10.0) Table 6 – Pressures at typical building heights for 130 mph (58 m/s) zone.
Summer school starts with IIBEC education—at 40% off for members!Now through July 7, save big on the top on-demand courses you can watch anytime, anywhere. Learn on your schedule and boost your skills before summer’s over.
Just enter code SUMMER26MEM at checkout to save 40%! Nonmembers save 25% by entering code SUMMER26NONMEM. Build your knowledge and expertise this summer with the industry’s best education!
Earn IIBEC CEHs All Summer