Corrosion-resistant wire mesh, with the least dimension being. The minimum specified compressive strength of. Save and quickly access sections most relevant to your project. For SI: 1 inch = 25.4 mm, C = [(F) - 32]/1.8. Adams, Dickey, Golden Valley, Hettinger, LaMoure, Oliver, Ransom, Sargent, Sioux, Ashland, Crawford, Defiance, Holmes, Huron, Knox, Licking, Morrow, Paulding, Putnam, Richland, Seneca, Williams, Berks, Blair, Bradford, Cambria, Cameron, Centre, Clarion, Clearfield, Clinton, Crawford, Elk, Forest, Huntingdon, Indiana, Jefferson, Lackawanna, Lycoming, McKean, Pike, Potter, Susquehanna, Tioga, Venango, Warren, Wayne, Wyoming, Bennett, Custer, Fall River, Lawrence, Mellette, Shannon, Todd, Tripp, Bon Homme, Charles Mix, Davison, Douglas, Gregory, Jackson, Jones, Lyman, Beadle, Brookings, Brown, Campbell, Codington, Corson, Day, Deuel, Edmunds, Faulk, Grant, Hamlin, Kingsbury, Marshall, McPherson, Perkins, Roberts, Spink, Walworth, Carbon, Daggett, Duchesne, Rich, Sanpete, Uintah, Wasatch, Addison, Chittenden, Franklin, Orange, Washington, Windsor, Kenosha, Kewaunee, Racine, Sheboygan, Walworth, Ashland, Barron, Burnett, Chippewa, Clark, Dunn, Eau Claire, Florence, Forest, Iron, Jackson, La Crosse, Langlade, Marathon, Monroe, Pepin, Polk, Portage, Price, Rust, St. Croix, Taylor, Trempealeau, Vilas, Wood, Bayfield, Douglas, Lincoln, Oneida, Sawyer, Washburn, Campbell, Carbon, Hot Springs, Johnson, Natrona, Sheridan, Uinta, Weston, One No. Structural I A-C, Structural I B-C or Structural I C-C (Plugged) in accordance with DOC PS 1. Fiber Raceway and Fittings. Wi-Fi is the most common RF (radio frequency) technology in the world. Concrete shall have a minimum specified compressive strength of f' c, as shown in Table R402.2. Get everyone on the same page and streamline code research. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kPa. For SI: 1 pound per square inch = 6.895 kPa. It happened between a pickup and a semi hauling a Super-B on Highway 28, at Leverage the full code compliance platform. Complete compatibility in footprint and route paths between the frames allow you to pick and choose the FxHD or FxDS for any application environment with future migration built-in. Clearfields fiber pedestals provide a secure, above-ground access point and physical fiber protection for drop cable solutions. Precast Concrete Block. Would you mind emailing your message to support@up.codes instead? Type I. This is effected under Palestinian ownership and in accordance with the best European and international standards. Click Compare. Where the frost-protected shallow foundation abuts the heated structure, the horizontal insulation and vertical wall insulation shall extend along the adjoining foundation in accordance with Figure R403.3(4) a distance of not less than Dimension A in, Horizontal insulation placed less than 12 inches (305 mm) below the ground surface or that portion of horizontal insulation extending outward more than 24 inches (610 mm) from the foundation edge shall be protected against damage by use of a, The use of foam plastic in areas of "very heavy" termite infestation probability shall be in accordance with, MINIMUM DEPTH (D) AND WIDTH (W) OF CRUSHED STONE FOOTINGS, Clean crushed stone shall be free from organic, clayey or silty soils. See Table R403.3(1) for required dimensions and. Unbalanced backfill height shall not exceed 4 feet (1219 mm). This filter limits your results to one or more Counties or Districts based upon the map coordinates Suppliers have provided. Soil classes are in accordance with the Unified Soil Classification System. Stand Alone Panel in a 19 or 23 (482.60 mm or 584.20 mm) Frame. Joints of the vapor retarder shall overlap by 6 inches (152 mm) and shall be sealed or taped. Submit this form or email us at. The company offers FieldSmart, a series of panels, cabinets, wall boxes, and other enclosures. Type I. Soils with a low potential expansion typically have a plasticity index (PI) of 0 to 15, soils with a medium potential expansion have a PI of 10 to 35 and soils with a high potential expansion have a PI greater than 20. For garage floors with a steel troweled finish, reduction of the total air content (percent by volume of, Structural reinforcing steel shall meet the requirements of ASTM A 615, A 706 or A 996. 713.2 - Precast Concrete Blocks. Use of pier and curtain wall foundations shall be permitted to support. About Our Coalition. Sixty-mil (1.5 mm) solvent-free liquid-applied synthetic rubber. One of the following is provided for the under-floor space: The finished ground level of the under-floor space shall be equal to or higher than the outside finished ground level on at least one side. Fiber Raceway and Fittings. The porous fill shall be covered with strips of 30-pound (13.6 kg) asphalt paper or 6-mil (0.15 mm) polyethylene to. Slabs on ground with turned down footings shall have a minimum of one No. You can edit, iterate, and, shall not be required 2 when constructed in accordance with, . ASTM A996 bars produced from rail steel shall be Type R. The minimum yield strength of reinforcing steel shall be 40,000 psi (, The center of vertical reinforcement in stem, Reinforcement shall be secured in the proper location in the forms with tie wire or other bar support system to prevent displacement during the, Vertical and horizontal reinforcement shall be the longest lengths practical. Bulletin 14 (Aggregate), Bulletin 15 (Qualified Products List for Construction), Bulletin 41 (Bituminous) or Bulletin 42 (Concrete), Bulletin 15 (Qualified Products List for Construction), Updates - How to Notify PennDOT of a Company or Product Name Change, 106.02 - Project-Specific Locally Approved Materials, LINK: 868 Compost Blanket and Filter Berm, 219.2(a) - Expanded Polystyrene (EPS) Geofoam Blocks, Air Entraining Admixture For Flowable Fill [AEA], 409 - Superpave Mixture Design, Standard and RPS Construction of Plant-Mixed HMA Courses, 411.2(g)/413.2(f) - WMA Technologies (Additive(s), Modifier(s), or Processes), Chemical Additive with Anti-Strip Additives, Organic Additive with Anti-Strip Additives, CRMB for Rubberized Asphalt Seal Coat (RASC), 501 - Reinforced or Plain Cement Concrete Pavements, 501.2(r) - Preformed Cellular Polystyrene (ASTM C578), 503 - Protective Coating for Cement Concrete Pavement, Penetrating Sealer (Concrete Pavement), Oregano-Silicon in Water, Penetrating Sealer (Concrete Pavement), Water-based Siloxane/Silane, 516.2(m) - Preformed Cellular Polystyrene (ASTM C578), 523 - Ultra-Thin Portland Cement Concrete Overlay, 525 - Concrete Pavement Partial-Depth Repair, 525.2(c) - Rapid-Set Concrete Patching Material, Cementitious, Non-Metallic, Non-Staining Material, Magnesium, Phosphate Cement-Based Material, 525.2(g) - Preformed Cellular Polystyrene (ASTM C578), 527.2(c) - Preformed Cellular Polystyrene, 527.2(d) - Rapid Set Concrete Patching Material, 529 - Full Depth Individual Precast/Prestressed Concrete Pavement Slabs, Stainless Steel Type 316L Press Fit Tubes, Stainless Steel Type 316L Schedule 40 ASTM A312 Pipes, 548 - Unbonded Concrete Overlay of Concrete-Surfaced Pavements, 548.2(a) - Non-Woven Geotextile Interlayer, 601.2(a)3a - Round and Elliptical Reinforced Concrete (RC) Pipe, 601.2(a)3a - Reinforced Concrete (RC) Pipe (Related Items), Plasticizing Admixture for Dry-Cast Manufacturing Only (S-PA), 601.2(a)4.a - Metal Pipes - Ductile Iron Pipe, 601.2(a)4.b - Metal Pipes - Corrugated Steel Pipe, Metallic Coated, 601.2(a)4.c - Metal Pipes - Corrugated Aluminum Alloy Pipe, 601.2(a)4.d - Metal Pipes - Coated Corrugated Galvanized Steel Pipe, 601.2(a)6.a - Thermoplastic Pipes - Group I, 601.2(a)6.b - Thermoplastic Pipes - Group II, 601.2(a)6.c - Thermoplastic Pipes - Group III, High Density Recycled Polyethylene (HDPE) Pipe, 601.2(a)6.d - Thermoplastic Pipes - Group IV, 601.2(a)6.e - Thermoplastic Pipes - Group V, 601.2(a)6.f - Thermoplastic Pipes - Group VI, 601.2(a)6.g - Thermoplastic Pipes - Group VII, 601.2(a)7 - Steel Reinforced Polyethylene (SRPE) Pipe, 603.2(a) - Metal Plate Pipes, Metal Plate Pipe Arches, and Metal Plate Arches, 604 - Combination Storm Sewer and Underdrain, Group IP Perforated Pipe (Polyvinyl Chloride), Group IIIP Perforated Pipe (Polyethylene), Group IIIP Perforated Pipe (Polyvinyl Chloride), Group VIP Perforated Pipe (Polypropylene), 605 - Endwalls, Inlets, Manholes, and Spring Boxes, Grade Adjustment Riser - Structural Steel, Grate and Frame - Cast Iron, HS20 Loading, Grate and Frame - Cast Iron, HS25 Loading, Welded Rebar Cage (Type DH Level Inlet Top), 605.2(a) - Junction Boxes, Steel or Cast Iron, 605.2(d) - Endwall Form (Polyethylene Stay-in-Place Form), Endwall Form (Approved Product Alternative for Type D-W Endwall), 606 - Grade Adjustment of Existing Misc. Projects allow you to save customized inputs about your building. The maximum weight of fly ash, other pozzolans, silica fume, slag or blended cements that is included in concrete mixtures for garage floor slabs and Modify how amended sections are displayed. Maximum spacings shown are the values calculated for the specified bar size. keyboard_arrow_left Back to Conduit, Terminals. Ranging from 24-ports in a 1RU panel to an industry-leading 288 ports in 11 inches, FieldSmart FDP Pedestal Insert Kit, Steel, 144-Port, SC/APC, Singlemode, 100 ft. Pigtail, 23.78 H x 12.75 W x 10.86 D in. 4 bar at the top and the bottom of the footing. Fixed Wireless is a PTMP (Point to Multipoint) and PTP (Point to Point) wireless technology that leverages licensed or unlicensed microwave frequencies to wirelessly distribute data in a network. Thinking about getting a job in USA but worried about drug testing? Clearfield extends the flexibility of the Clearview Cassette to our FieldSmart frame and panel systems. Microsoft is quietly building a mobile Xbox store that will rely on Activision and King games. Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or has been sufficiently braced to prevent damage by the backfill. All feedback is helpful! Its communications services include local and long-distance voice, keyboard_arrow_left Back to Wire Termination and Supplies; View All Terminals; Butt Splice Terminals; Clearfield. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mil = 0.0254 mm. 4 bar within 12 inches of the top of the wall, Well-graded gravels, gravel sand mixtures, little or no fines, Poorly graded gravels or gravel sand mixtures, little or no fines, Well-graded sands, gravelly sands, little or no fines, Poorly graded sands or gravelly sands, little or no fines, Inorganic silts and very fine sands, rock flour, silty or clayey fine sands or clayey silts with slight plasticity, Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Clearfields product design methodology offers flexibility and total configurability. Clearfield, Inc. manufactures, markets, and sells standard and custom passive connectivity products to the fiber-to-the-premises, enterprises, and original equipment manufacturers markets in the United States and internationally. Use of pier and curtain wall foundations shall be permitted to support. Concrete shall have a minimum specified compressive strength of f' c, as shown in Table R402.2. The FieldSmart Fiber Delivery Point (FDP) Pedestal Insert product line incorporates the delivery of fiber connectivity to the neighborhood or business district in the most cost-effective footprint possible. Like all other Clearfields FieldSmart Fiber Distribution Hub (FDH) PON Cabinet family provides an interconnect environment from the feeder network through the optical passive splitter (#{menu:href('#splitters')}) to the distribution network. Designed for the outside plant environment, these fiber hub cabinets provide a single distribution point to deploy FTTH in urban or dense Lumen Technologies, Inc. (formerly CenturyLink) is an American telecommunications company headquartered in Monroe, Louisiana, that offers communications, network services, security, cloud solutions, voice, and managed services.The company is a member of the S&P 500 index and the Fortune 500. They are crucial to many forms of communication and impact a broad range of industries Learn more. Hardware cloth of 0.035 inch (0.89 mm) wire or heavier. The maximum weight of fly ash, other pozzolans, silica fume, slag or blended cements that is included in concrete mixtures for garage floor slabs and This is effected under Palestinian ownership and in accordance with the best European and international standards. Wall height shall not exceed 8 feet (2438 mm). All joints in membrane waterproofing shall be lapped and sealed with an adhesive compatible with the membrane. The maximum weight of fly ash, other pozzolans, silica fume, slag or blended cements that is included in concrete mixtures for garage floor slabs and Interior braced wall plates shall have anchor bolts spaced at not more than 6 feet (1,829 mm) on center and located within 12 inches (305 mm) of the ends of each plate section where supported on a continuous foundation. Concrete shall have a minimum specified compressive strength of f ' c, as shown in Table R402.2. Sign up for communication from Clearfield for valuable insights, events, new resources and more! Ranging from 24-ports in a 1RU panel to an industry-leading 288 ports in 11 inches, FieldSmart maximizes your use of real estate on the frame. Deflection System, 901.2 - Temporary Pavement Marking Tape, Nonremovable, Temporary Pavement Marking Tape, Nonremovable, 901.2 - Temporary Pavement Marking Tape, Removable, Temporary Pavement Marking Tape, Removable, 901.2 - Temporary Traffic Control Signals, 901.2 - Truck-Mounted Impact Attenuators (TMA) & Trailer Impact Attenuators (TA), 901.2 - Tubular Markers (Traffic Guide Posts), 901.2 - Warning Lights (Auxiliary Devices), 901.2 - Warning Lights, Sequential (Auxiliary Devices), 910.3(d) - Pole Foundations (Alternates): Drilled Concrete Caissons, Pole Foundation (Alternate): Drilled Concrete Caisson, 930.2(c)2 - Post Mounted Signs, Type A: Foundations (Alternatives), 937.2(a) - Delineation Devices, Barrier Mount, 937.2(b) - Delineation Devices, Guiderail Mount, 948.3(b) - Steel Sign Structures, Foundations, Traffic Signal Structural Support Fabricator - Steel, 951.2(c)5 - Anchor Bolts, Hex Nuts, and Washers, 952.2(c)3 - Advanced Transportation Controller Unit, 953 - Traffic Signal Systems and Communications, 953.2(g) - Cellular Communications System, 953.2(h) - Wireless Broadband Communication System, 953.2(n) - Networking of School Zone Flashers, 955.2(b) - Vehicular Signal Heads - Housings, Reflectors, Backplates, 955.2(c) - LED Vehicular Signal Head Modules, 955.2(d) - Optically Programmed Signal Heads, 955.2(f) - Pedestrian Signal Heads - LED Pedestrian Signal Modules, Pedestrian Signal Heads - LED Pedestrian Signal Modules, 955.2(g) - Pedestrian Signal Heads - LED Countdown Pedestrian Signal Modules, Countdown Pedestrian Signal, LED Module, Dual Unit, Countdown Pedestrian Signal, LED Module, Time Only, 955.2(h) - LED Lane-Use Traffic Control Signal Heads, Global Positioning System (GPS) Based Preemption, 956.2(f) - CCTV for Signalized Intersection, 958.2(b) - Temporary Traffic Control Signals On Fixed Supports, Temporary Traffic Control Signal, Fixed Support, 958.2(c) - Temporary Traffic Control Signals On Pedestal-Mounted Portable Systems, Temporary Traffic Control Signal, Pedestal-Mounted, 958.2(d) - Temporary Traffic Control Signals On Trailer-Mounted Portable Systems, Temporary Traffic Control Signal, Trailer-Mounted, 960 - Hot Thermoplastic Pavement Markings, 960.2 - Hot Thermoplastic Pavement Markings, 961 - Cold Plastic Pavement Markings or Legends, 961.2 - Cold Plastic Pavement Markings or Legends, 965 - Preformed Thermoplastic Pavement Markings, 965.2 - Preformed Thermoplastic Pavement Markings, Alternate System - Hot Applied Synthetic Asphalt (Conditionally Approved), 965.2 - Preformed Thermoplastic Decorative Crosswalks (Conditionally Approved), Imprinted Aggregate Reinforced Decorative Crosswalk, Interconnected Surface Applied Decorative Crosswalk, 966 - Snowplowable Raised Pavement Markers, 966.2 - Snowplowable Raised Pavement Marker (RPM) Castings, 966.2 - Snowplowable Raised Pavement Marker (RPM) Reflector Units, 1002.2(c) - Epoxy Coaters of Mechanical Splice Couplers, Approved Epoxy Coater of Mechanical Splice Couplers, 1002.3(d)2 - Reinforcement Bar Support Systems, 1005.2(b) - Cast-In-Place Concrete Piles (Steel Shells), Cast-In-Place Concrete Pile (Steel Shells), 1016.2(a)3 - Protective Fence (Steel) Posts, Rails and Fittings (BC-701M), 1019 - Protective Coatings for Reinforced Concrete Surfaces, 1019.2(a) - Boiled Linseed Oil (AASHTO M233), 1019.2(b) - Epoxy Resins (For Abutments, Pier Caps and Endwalls), Epoxy Resins (For Abutments, Pier Caps and Endwalls), 1019.2(c) - Penetrating Sealers (For Reinforced Concrete Substructure Surfaces), Penetrating Sealer, Epoxies Dispersed in Water, Penetrating Sealer, Organo-Silicon Compounds in Solvents, Penetrating Sealer, Organo-Silicon Compounds in Water, Penetrating Sealer, Resins in Mineral Spirits, 1019.2(d) - Penetrating Sealers (For Bridge Superstructure), Penetrating Sealer (For Bridge Superstructure), Penetrating Sealer (For Bridge Superstructure), Organo-Silicon, Penetrating Sealer (For Bridge Superstructure), Organo-Silicon Compounds in Solvents, Penetrating Sealer (For Bridge Superstructure), Organo-Silicon in Water, Penetrating Sealer (For Bridge Superstructure), Silicates in Water, Penetrating Sealer (For Bridge Superstructure), Water-based Siloxane/Silane, 1020 - Tooth Expansion Dam with Drain Trough, 1020.2(h) - Drain Trough Material for Tooth Expansion Dams, Drain Trough Material (f), Polyester Fabric, Drain Trough Material (f), Polyester/Nylon Fabric Combined, Drain Trough Material (g), Rubberized Material, Drain Trough Material (h), Composite Fabric, Fabric Reinforced Rubberized Trough Material, 1022.2 - Steel Bridge Hand Railing (BC-720M or Alternate BC-718M), 1023.2 - Aluminum Bridge Hand Railing (BC-720M), 1026.2 - Neoprene Strip Seal Dam (Strip Seal Retainers), Neoprene Strip Seal Dam (Strip Seal Retainer), 1026.2(a) - Neoprene Strip Seal Dam (Fabricators), 1044 - Aesthetic Coatings for Concrete Surfaces, 1044.2(a) - Aesthetic Coating System for Concrete, 1045 - Protective Coatings for Concrete Surfaces, 1045.2(a) - Protective Coating System for Concrete, Epoxy Based Surface Treatment System for Bridge Decks, 1047 - Polyester Polymer Concrete (PPC) Overlay, 1047.2(d) - Polyester Polymer Concrete (PPC), 1060.2 - Coating System for Structural Steel, Three Coat Paint System (using Inorganic, Zinc-Rich Primer), 1070 - Painting Existing Structural Steel, 1070.2 - Coating System for Existing Structural Steel, Three Coat Paint System (using Organic, Zinc-Rich Primer), 1071 - Spot/Zone Maintenance Painting of Existing Structural Steel, 1071.2 - Field Maintenance Structural Paint Systems (Aluminum-Filled Mastic), Three Coat Paint System (Aluminum-Filled Mastic), 1071.2 - Field Maintenance Structural Paint Systems (Non-Zinc Primer), Three Coat Paint System (using Non-Zinc Primer), 1071.2 - Field Maintenance Structural Paint Systems (Organic Zinc Primer), Three Coat Paint System (using Organic Zinc Primer), 1080 - Prestressed Concrete Bridge Superstructure, 1080.2(c) - Nonshrink Grout (Cement-Based), Premixed, Nonshrink Grout (Metallic Grout Admixture), Premixed, Nonshrink Grout (Metallic, Non-Staining), Premixed, Nonshrink Grout (Non-Metallic, Non-Staining), 1080.2(e) - Modified Mortar for Beam Seat Leveling, 1080.2(g) - Nonshrink Epoxy Grout for Shear Keys in Adj. MACEDONIA, THE FORMER YUGOSLAV REPUBLIC OF, SOUTH GEORGIA And the SOUTH SANDWICH ISLANDS. Wi-Fi is the most common RF (radio frequency) technology in the world. Mortar shall be Type M or S and masonry shall be laid in, Soil classes are in accordance with the Unified Soil Classification System. When it comes to code compliance, we're here to help. He points to the fact that most facilities follow a file-based workflow for production Learn more, Integrators are companies who make turnkey solutions based on unfinished components such as Mikrotik RouterBOARD and RouterOS. Horizontal insulation shall be expanded polystyrene insulation or extruded polystyrene insulation. Unbalanced backfill height shall not exceed 4 feet (1219 mm). Submit this form or email us at. Interior braced wall plates shall have anchor bolts spaced at not more than 6 feet (1829 mm) on center and located within 12 inches (305 mm) of the ends of each plate section when supported on a continuous foundation. Clearfields fiber pedestals provide a secure, above-ground access point and physical fiber protection for drop cable solutions. Projects provide a dedicated space to collaborate on code research. Clearfield extends the flexibility of the Clearview Cassette to our FieldSmart frame and panel systems. For SI: 1 pound per square foot = 0.0479 kPa. Their products include assembled CPE/AP devices, preinstalled Integrated antennas and rackmount solutions Learn more, One of the most important applications of IP based digital microwave systems is represented by the connection between buildings in hospital complexes and from the main electronic archive to remote laboratories and specialist health checking points Learn more, A microwave link is a communications system that uses a beam of radio waves in the microwave frequency range to transmit information between two fixed locations on the earth. 701 - Cement Plants & Terminals. Where applicable, the depth of footings shall also conform to Sections, Except where otherwise protected from frost, foundation. Ultimately Wood foundation systems shall be designed and installed in accordance with the provisions of this code. Sixty-mil (1.5 mm) flexible polymer cement. Wi-Fi is the most common RF (radio frequency) technology in the world. Precast Concrete Block. Horizontal insulation shall be extruded polystyrene insulation. Where the height of fill is more than 12 inches (305 mm) above the interior, For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per cubic foot = 0.1572 kN/m, Plywood shall be of the following minimum, Where a major portion of the wall is exposed above ground and a better appearance is desired, the following plywood, Wood sill plates shall be not less than 2-inch by 4-inch (51 mm by 102 mm) nominal lumber. Instead of a complete geotechnical evaluation, where top or subsoils are compressible or shifting, they shall be removed to a depth and width sufficient to ensure stable moisture content in each active zone and shall not be used as fill or stabilized within each active zone by chemical, dewatering or presaturation. Table values are based on reinforcing bars with a minimum yield strength of 60,000 psi. Clearfields fiber pedestals provide a secure, above-ground access point and physical fiber protection for drop cable solutions. Sill plate anchorage shall be in accordance with Sections, PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM, clayey fine sands or clayey silts with slight plasticity, Wood foundations enclosing habitable or usable spaces located below, A porous layer of gravel, crushed stone or coarse sand shall be placed to a minimum thickness of 4 inches (102 mm) under the, A 6-mil-thick (0.15 mm) polyethylene vapor retarder shall be applied over the porous layer with the, In areas where a high water table or other severe soil-water conditions are known to exist, exterior foundation. Complete compatibility in footprint and route paths between the frames allow you to pick and choose the FxHD or FxDS for any application environment with future migration built-in. LTE products from Baicells Learn more, There isnt much in the broadcast ecosystem that isnt already IP, except the baseband tier of live production, said Chuck Meyer, chief technology officer for Grass Valley. Clearfield's FieldShield Microducts. Eggs also are deposited in leaf axils. Monofilament or Collated Fibrillated Synthetic Fiber Admixture. For SI:1 foot = 304.8 mm; 1 inch = 25.4 mm; 1 pound per square foot per foot = 0.1571 kPa, For SI: 1 foot = 304.8 mm; 1 inch = 25.4 mm; 1 pound per square foot per foot = 0.1571 kPa. Plasticity Index (PI) of 15 or greater, determined in accordance with ASTM D4318. Lumber and plywood shall be pressure-preservative treated and dried after treatment in accordance with AWPA U1 (Commodity Specification A, Special Requirement 4.2), and shall bear the, MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF. Elevate code research with automated analysis, shared projects, and interpretative diagrams. Clearfield Fire Department 108 E Cherry St Clearfield, PA 16830 (814) 765-4861 "The funny thing about firemen is, night and day, they are always firemen.". To display item details, click the arrow (>) beside one or more rows. Type I and II. Modify how amended sections are displayed. MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH NOMINAL FLAT, For SI: 1 inch = 25.4 mm; 1 foot = 304.8 mm; 1 pound per square foot per foot = 0.1571 kPa, MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH (203 mm) NOMINAL FLAT, MINIMUM VERTICAL REINFORCEMENT FOR 10-INCH NOMINAL FLAT, MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID, MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID, MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID. Linear interpolation of stone depth between wall widths is permitted within each Load-Bearing Value of Soil (psf). Following a bumpy launch week that saw frequent server trouble and bloated player queues, Blizzard has announced that over 25 million Overwatch 2 players have logged on in its first 10 days. Sign up for communication from Clearfield for valuable insights, events, new resources and more! Projects allow you to save customized inputs about your building. 713 - Masonry Units. Stay-in-place forms constructed of rigid foam plastic shall be protected on the interior of the building as required by, Termite hazards. Where the bar used is. The edges of the vapor retarder shall extend at least 6 inches (152 mm) up the stem wall and shall be attached and sealed to the stem wall; and. Adams, Bannock, Blaine, Clearwater, Idaho. Instead of a complete geotechnical evaluation, when top or subsoils are compressible or shifting, they shall be removed to a depth and width sufficient to assure stable moisture content in each active zone and shall not be used as fill or stabilized within each active zone by chemical, dewatering or presaturation. Interior covering. See Section R402.2 for maximum cementitious materials content. It happened between a pickup and a semi hauling a Super-B on Highway 28, at Highlight differences between any two building codes. Isolated masonry piers shall be constructed in accordance with this section and the general masonry construction requirements of, Masonry piers supporting wood girders sized in accordance with, Load-bearing lumber shall be identified by the, For wood foundations that are not designed and installed in accordance with AWC PWF, the height of backfill against a foundation wall shall not exceed 4 feet (1219 mm). Insulation materials shall provide the stated minimum. 713.1 - Brick. Vertical insulation shall be expanded polystyrene insulation or extruded polystyrene insulation. Your account currency has already been set. Wed be honored to put our industry experts to work to help you achieve your goals. Concentrated loads and their points of application. Joints of the vapor retarder shall overlap by 6 inches (152 mm) and shall be sealed or taped. Wi-Fi. These inputs help to calculate specific requirements. Microsofts Activision Blizzard deal is key to the companys mobile gaming efforts. Where the bar used is. Type I. Footings shall not bear on frozen soil unless the frozen condition is permanent. Under the Pollution Prevention Act of 1990 (PPA), TRI collects information to track industry progress in reducing waste generation and moving towards safer waste management alternatives. Wall height shall not exceed 8 feet (2438 mm). Generate a code sheet that integrates with your drawing set. Foundations protected from frost in accordance with Figure R403.3(1) and Table R403.3(1) shall not be used for unheated spaces such as porches, utility rooms, garages and carports, and shall not be attached to, INSULATION PLACEMENT FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS. EUPOL COPPS (the EU Coordinating Office for Palestinian Police Support), mainly through these two sections, assists the Palestinian Authority in building its institutions, for a future Palestinian state, focused on security and justice sector reforms. Would you mind emailing your message to support@up.codes instead? Clearfield extends the flexibility of the Clearview Cassette to our FieldSmart frame and panel systems. For SI: 1 pound per square inch = 6.895 kPa. Xs power battery terminals. Extended below the frost line specified in Table R301.2. If your protocol is a sub-study of an existing study, please include a brief description of the parent study, the current status of the parent study, and how the sub-study will fit with the parent study. Structures, 610 - Pipe Underdrain and Pavement Base Drain, 610.2(a)3 - Corrugated Polyethylene (PE) Pipe (Sizes 4" to 15"), 610.2(a)4 - Polyvinyl Chloride (PVC) Pipe (Sizes 4" to 15"), 610.2(a)5 - Acrylonitrile-Butadiene Styrene (ABS) Pipe, 610.2(a)7 - Corrugated Steel Pipe, Metallic Coated, Corrugated Aluminum Alloy Pipe, Perforated, Corrugated Steel Pipe, Perforated & Corrugated Aluminum Alloy Pipe Perforated, 610.2(a)8 - Corrugated Aluminum Alloy Pipe, 610.2(a)9.a - Prefabricated Pavement Base Drains, 615.2 - Subsurface Drain Outlets (Solid 4" to 15"), 616 - End Sections and Slope Pipe Fittings, 616.2(b) - Steel End Sections, Metallic Coated, 616.2(f) - Thermoplastic End Sections - Outlet Ends Only, Thermoplastic End Section - Outlet End Only, 619 - Permanent Impact Attenuating Devices, 619.2 - Permanent Impact Attenuating Devices (DM-2, Chapter 12), TL-5 Steel High Containment Median Barrier, Type II, Energy Absorbing Flared Terminal, Type II, Energy Absorbing Tangent Terminal, Type V, Non-Gating Two-Way Traffic System (Low-Maintenance, Self-Restoring), Type V, Non-Gating Two-Way Traffic System (Standard Maintenance), Type VI, Gating Non-Redirective Crash Cushion System, 633.2 - Preformed Cellular Polystyrene (ASTM C578), 636.2(c) - Filler (Drawn Polyester Fibers), 643 - Temporary Concrete Barrier, Structure Mounted, 643.2(a) - Temporary Concrete Barrier, Structure Mounted, 643.2(c)6 - Adhesive Bonding Material (use in accordance with BC-719M), 659 - High Friction Surface Treatment (HFST), 659.2(c) - Aggregate Surface Topping (Aggregate), 678.2(a)1 - Wood Posts (Pressure Treated), 679.2(a)5 - Rapid Set Concrete Patching Materials -Type A, 679.2(a)5 - Rapid Set Concrete Patching Materials - Type B, 679.2(a)5 - Rapid Set Concrete Patching Materials - Type C, 679.2(a)6 - Alternate Mix Design - Cement Grout Stabilization, Alternate to Concrete Mix Design (void filler beneath slab), 679.2(b)5 - Rapid Set Concrete Patching Materials, 679.2(c)5 - Rapid Set Concrete Patching Materials, 680.2(b) - Adhesive-Backed Preformed Membrane Sheet, 695.2(a) - Detectable Warning Surface (DWS), 696 - Temporary Impact Attenuating Devices (DM-2, Chapter 12), 696.2 - Temporary Impact Attenuating Devices, Type V, Non-Gating Two-Way Traffic System, Type I, II, II MH, and III with Limestone, EM Non-Tracking Tack Coat - Anionic (NTT), EM Non-Tracking Tack Coat - Cationic (CNTT), EM Type 1: TACK, NTT, CNTT, RS-1, CRS-1, RS-2, CRS-2, MS-2, CMS-2, CMS-2s, SS-1, CSS-1, SS-1h, CSS-1h, HFMS-2h, HFMS-2, HFMS-2s, HFRS-2, E-10, AE-T, 702d - Performance Grade Asphalt Binder (PGAB), PG 58-28 Modified with Evotherm J1 Warm Mix Technology with Anti-Strip Additives, PG 58-28 Modified with Evotherm M1 Warm Mix Technology with Anti-Strip Additives, PG 58-28 Modified with SonneWarmix RT Warm Mix Technology, PG 58-28, PG 58S-28 Modified with Evotherm J1 Warm Mix Technology with Anti-Strip Additives, PG 58-28, PG 58S-28 Modified with Evotherm M1 Warm Mix Technology with Anti-Strip Additives, PG 58-28, PG 58S-28 Modified with SonneWarmix RT Warm Mix Technology, PG 58S-28 Modified with Evotherm M1 Warm Mix Technology with Anti-Strip Additives, PG 64-22 Modified with Evotherm J1 Warm Mix Technology with Anti-Strip Additives, PG 64-22 Modified with Evotherm M1 Warm Mix Technology with Anti-Strip Additives, PG 64-22 Modified with Sasobit Warm Mix Technology, PG 64-22 Modified with SonneWarmix RT Warm Mix Technology, PG 64-22 Modififed with SonneWarmix Warm Mix Technology, PG 64-22, PG 64S-22 Modified with Evotherm J1 Warm Mix Technology with Anti-Strip Additives, PG 64-22, PG 64S-22 Modified with Evotherm M1 Warm Mix Technology with Anti-Strip Additives, PG 64-22, PG 64S-22 Modified with Sasobit Warm Mix Technology, PG 64-22, PG 64S-22 Modified with SonneWarmix RT Warm Mix Technology, PG 64-22, PG 64S-22 Modififed with SonneWarmix Warm Mix Technology, PG 76-22 Modified with Evotherm J1 Warm Mix Technology with Anti-Strip Additives, PG 76-22 Modified with Evotherm M1 Warm Mix Technology with Anti-Strip Additives, PG 76-22, PG 64E-22 Modified with Evotherm J1 Warm Mix Technology with Anti-Strip Additives, PG 76-22, PG 64E-22 Modified with Evotherm M1 Warm Mix Technology with Anti-Strip Additives, Preformed Polypropylene Foam Expansion Joint Filler, 705.3 - Load Transfer Assembies (Force-Transfer Units) for Reinforced and Plain Cement Concrete Pavements, 705.4(a) - Silicone Joint Sealing Material, 705.4(b) - Rubberized Joint Sealing Material (ASTM D6690-Type II and IV), 705.4(c) - Rubberized Joint Sealing Material (ASTM D6690-Type I), 705.4(d)1.a - Preformed Neoprene Compression Seals and Strip Seals, 705.4(e) - Preformed Closed Cell Polyethylene Joint Filler, Preformed Closed Cell Polyethylene Joint Filler, 705.4(g) - Asphalt Rubber Sealing Compound, 705.4(alternate) - Precompressed, Silicone-and-Foam Hybrid Joint Sealing Material, 705.5(b) - Gaskets for Circular Concrete Pipe Joints, Flexible Plastic Gasket (Hydrocarbon Blend), 705.5(c)2 - Waterstops (Polyvinyl Chloride), 705.6(b) - Mortar For Masonry and Horizontal Joints Between Precast Components in Utility Holes and Inlets, Mortar For Masonry and Horizontal Joints Between Precast Components in Utility Holes and Inlets, 705.7(a) - Caulking Compound (Pipe and Horizontal Joints Between Precast Components in Manholes (Utility Holes) and Inlets), Caulking - Pipe and Horizontal Joints Between Precast Components in Utility Holes and Inlets, 706.1 - Epoxy Bonding Compound (ASTM C881), 706.2 - Other Bonding Compound (ASTM C882), Fabricator, Black Bar and Epoxy Coated Bar, Spiral Fabricator, Black Bar and Epoxy Coated Bar, Approved Epoxy Coater of Mechanical Splice Couplers Only, 709.1(c)1 - Epoxy Powder and Patching Material Manufacturers, Epoxy Patching Repair Material (Manufacturer), 709.1(c)2.b - Coating Repair Material Manufacturers, 709.1(g) - Uncoated Corrosion-Resistant Bars, 711 - Concrete Curing Material and Admixtures, 711.1(a) - Curing and Protecting Covers: White Polyethylene Sheeting, 711.1(b) - Curing and Protecting Covers: White Polyethylene Sheeting-Burlap Backed, White Polyethylene Sheeting, Natural Burlap Backed, White Polyethylene Sheeting, Synthetic Burlap Backed, 711.1(c) - Curing and Protecting Covers: White Polypropylene Sheeting-Polypropylene Fiber Backed, White Polypropylene Sheeting, Polypropylene Fiber Backed, 711.1(d) - Curing and Protecting Covers: Burlap, 711.1(e) - Curing and Protecting Covers: Insulating Mats, 711.1(f) - Curing and Protecting Covers: Foam Insulation, 711.2(a) - Concrete Curing Compound: Clear or White, Liquid Membrane-Forming Curing Compound, Clear Type 1-D, Liquid Membrane-Forming Curing Compound, Clear Type 1-D, Translucent/Red Fugitive Dye, Liquid Membrane-Forming Curing Compound, White Pigmented, Type 2, 711.2(b) - Concrete Curing Compound: White, Poly-alpha-methylstyrene (PAMS), Liquid Membrane-Forming Curing Compound, White, PAMS, 711.2(c) - Concrete Curing Compound: Black, Liquid Membrane-Forming Curing Compound, Black Cut-Back Asphalt, Liquid Membrane-Forming Curing Compound, Black Emulsified Asphalt, 711.2(d) - Concrete Curing Compound: Bridge Deck Intermediate, High Range Water Reducing (Type F) Admixture [HRWR], High Range Water Reducing/Retarding (Type G) Admixture, Monofilament or Collated Fibrillated Synthetic Fiber Admixture, Water Reducing and Accelerator (Type E) Admixture, Water Reducing/Retarding (Type D) Admixture [RR], 711.3(f) - Other Admixtures: Specific Performance [Type S - AASHTO M 194/ASTM C 494], Anti-Washout Admixture - Army Corps Std. 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