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california building code concrete slab

| La Manga Del Mar Menor | 1 min ago

Sill plates and sole plates shall be protected against decay and termites where required by Sections R317 and R318. ASTM A996 bars produced from rail steel shall be Type R. In buildings assigned to, Vertical and horizontal wall reinforcement shall be the longest lengths practical. 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 for exterior porches, carport slabs and steps that will be exposed to deicing chemicals shall not exceed the percentages of the total weight of cementitious materials specified in Section 19.3.3.4 of ACI 318. Print chapters, sections, and subsections for frequently used code. Exception: Bracing is not required for walls supporting less than 4 feet (1219 mm) of unbalanced backfill. The slab shall be reinforced with not less than 6x6x10-gauge wire mesh or an approved alternate installed at mid height of the slab. Rebound shall not be used as aggregate. MINIMUM HORIZONTAL REINFORCEMENT FOR CONCRETE BASEMENT WALLSa, b. Extrapolation is not allowed. [DSA-SS] Screw-type anchors tested with a calibrated torque wrench shall attain the specified torque within one-quarter (1/4) turn of the screw after initial seating of the screw head. Lots shall be graded to drain surface water away from foundation walls. In addition, at least one Brinnell hardness test shall be made of each thickness of bearing plate. The use of this table shall be prohibited for soil classifications not shown. Minimum nominal thickness for plain masonry foundation, The minimum actual thickness of a load-bearing masonry wall shall be not less than 4 inches (102 mm) nominal or 3, Piers shall be constructed in accordance with Sections, The maximum height of a 4-inch (102 mm) load-bearing masonry foundation wall supporting wood-frame, The unbalanced fill for 4-inch (102 mm) foundation. The grade shall fall a minimum of 6 inches (152 mm) within the first 10 feet (3048 mm). CONCRETE:Concrete shall be normal weight with minimum compressive strength … 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 Table R403.3(1). Concrete foundation stem walls that support light-frame above-grade walls shall be designed and constructed in accordance with this section. Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection that does not create a hazard. functionality. Exception: When approved, these limitations shall not apply where removable forms are used and workability and methods of consolidation permit concrete to be placed without honeycombs or voids. Linear interpolation of stone depth between wall widths is permitted within each Load-Bearing Value of Soil (psf). Insulation requirements are for protection against frost damage in heated buildings. The nominal maximum size of coarse aggregate shall not exceed one-fifth the narrowest distance between sides of forms, or three-fourths the clear spacing between reinforcing bars or between a bar and the side of the form. As part of the Interagency Support Division, oversees development, adoption, approval, publication and implementation of California’s building codes. Where No. The reinforcing bars or welded tie details shall not be spaced over eight times the wall thickness vertically nor fewer than four used in the wall panel height. 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. More than 10 percent of the soil particles pass a No. Insulation materials shall provide the stated minimum. The percolation rate for good drainage is over 4 inches per hour, medium drainage is 2 inches to 4 inches per hour, and poor is less than 2 inches per hour. Except where required by Section R406.2 to be waterproofed, foundation walls that retain earth and enclose interior spaces and floors below grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches (152 mm) below the top of the basement floor, to the finished grade. Provision for dimensional changes resulting from creep, shrinkage and temperature. The columns shall be restrained to prevent lateral displacement at the bottom end. For SI: 1 foot = 304.8 mm; 1 inch = 25.4 mm; 1 pound per square foot per foot = 0.1571 kPa2/m, 1 pound per square inch = 6.895 kPa. The building department of each city, county or city and county, or other enforcement agency charged with the administration and enforcement of the provisions of this code, shall approve the soil investigation if it determines that the recommended action is likely to prevent structural damage to each dwelling to be constructed. Based on 32-foot-wide house with load-bearing center wall that carries half of the tributary attic, and floor framing. Exception: In Seismic Design Categories A, B and C, columns not more than 48 inches (1219 mm) in height on a pier or footing are exempt from the bottom end lateral displacement requirement within under-floor areas enclosed by a continuous foundation. Forms shall provide sufficient strength to contain concrete during the concrete placement operation. the California Building Code Dave Baska PhD, PE, GE, CEG August 2019. Where prestressed concrete elements are restrained from movement, an analysis of the stresses in the prestressed elements and loads in the adjoining structural system induced by the above-described effects shall be made in accordance with PCI Design Handbook. Hardware cloth of 0.035 inch (0.89 mm) wire or heavier. When TMS 402/ACI 530/ASCE 5 or the provisions of this section are used to design masonry foundation walls, project drawings, typical details and specifications are not required to bear the seal of the architect or engineer responsible for design, unless otherwise required by the state law of the jurisdiction having authority. These ratios should be decreased for special conditions such as heavy loads and simple spans. Design capacities, reliability, serviceability of FRP materials shall be permitted to be established in accordance with ICC-ES AC 125. For concrete designed and constructed in accordance with this chapter, f 'c , shall not be less than 3,000 psi (20.7 MPa). Corrosion-resistant wire mesh, with the least dimension being. Bar spacing shall not exceed 48 inches on center and shall be not less than one-half the nominal wall thickness. Flat ICF wall system forms shall conform to ASTM E2634. The following samples of materials and tendons selected by the engineer or the designated testing laboratory from the prestressing steel at the plant or jobsite shall be furnished by the contractor and tested by an approved independent testing agency: Variations of the bearing plate size need not be considered. 5 bars minimum shall also be provided either in the footing or with an enlarged section of the floor slab. Foundations and soils investigations shall be conducted in conformance with Health and Safety Code Sections 17953 through 17957 as summarized below. UBC End Result. Leverage the most sophisticated code compliance platform. Exception: Where lot lines, walls, slopes or other physical barriers prohibit 6 inches (152 mm) of fall within 10 feet (3048 mm), drains or swales shall be constructed to ensure drainage away from the structure. For prefabricated prestressing tendons other than bars, one completely fabricated tendon 10 feet (3048 mm) in length between grips with anchorage assembly at one end shall be furnished for each size and type of tendon and anchorage assembly. MINIMUM DEPTH OF CRUSHED STONE FOOTINGSa (D), (inches), BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL BEARING ON CRUSHED STONE, BASEMENT OR CRAWL SPACE WITH PRECAST FOUNDATION WALL ON SPREAD FOOTING. MINIMUM VERTICAL WALL REINFORCEMENT FOR 6-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, g, h, i, j, MINIMUM VERTICAL REINFORCEMENT FOR 8-INCH WAFFLE-GRID BASEMENT WALLSb, c, d, e, f, h, i, j, k, MINIMUM VERTICAL REINFORCEMENT FOR 6-INCH (152 mm) SCREEN-GRID BASEMENT WALLSb, c, d, e, g, h, i, j, MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12-INCH NOMINAL FLAT BASEMENT WALLSb, c, d, e, f, h, i, k, n, o, MINIMUM SPACING FOR ALTERNATE BAR SIZE AND/OR ALTERNATE GRADE OF STEELa, b, c. For SI: 1 inch = 25.4 mm, 1 pound per square inch = 6.895 kPa. Slump of concrete placed in removable forms shall not exceed 6 inches (152 mm). 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 A615, A706 or A996. Drainage tiles or perforated pipe shall be placed on a minimum of 2 inches (51 mm) of washed gravel or crushed rock not less than one sieve size larger than the tile joint opening or perforation and covered with not less than 6 inches (152 mm) of the same material. 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). If possible, cast-in-place joints with reinforcing bars extending from the panels into the joint a sufficient distance to meet the splice requirements of ACI 318, Section 25.5.2, for Class A shall be used. Continuously operated mechanical exhaust. Exception: Where the frost-protected shallow foundation abuts the heated structure to form an inside corner, vertical insulation extending along the adjoining foundation is not required. Anchor bolts are located a minimum of 15 anchor diameters from the edge of the concrete perpendicular to the length of the wood sill plate. Get everyone on the same page and streamline code research. Exception: A drainage system is not required where the foundation is installed on well-drained ground or sand-gravel mixture soils according to the Unified Soil Classification System, Group I soils, as detailed in Table R405.1. Replace ACI 318 Section 26.12.2.1(a) by the following: 26.12.2.1(a) Samples for strength tests of each class of concrete placed each day shall be taken not less than once a day, or not less than once for each 50 cubic yards (345 m 3) of concrete, or not less than once for each 2,000 square feet (186 m 2) of surface area for slabs or walls. The soil investigation shall be prepared by a civil engineer who is registered in this state. Computing Response Spectra. (1) as follows: Modify ACI 318 Section 26.4.2.2(b) and Table 26.4.2.2(b) as follows: The maximum percentage of pozzolans, including fly ash and silica fume, and slag cement in, Where pozzolans are used as cementitous materials, duration for minimum specified compressive. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE. Highlight differences between any two building codes. Except where otherwise recommended by the drain manufacturer, perforated drains shall be surrounded with an approved filter membrane or the filter membrane shall cover the washed gravel or crushed rock covering the drain. Wall panels of shear wall buildings shall be connected to columns or to each other in such a manner as to develop at least 75 percent of the horizontal wall steel. R401.4.1.1 General and Where Required for Applications Listed in Section 1.8.2.1.1 Regulated by the Department of Housing and Community Development, R401.4.1.1.2 Soil Investigation by Lot, Necessity, Preparation, and Recommendations, R401.4.1.1.3 Approval, Building Permit Conditions, Appeal, R402.3.1 Precast Concrete Foundation Materials, R403.1.2 Continuous Footing in Seismic Design Categories D0, D1 and D2, R403.1.3 Footing and Stem Wall Reinforcing in Seismic Design Categories D0, D1, and D2, R403.1.3.1 Concrete Stem Walls With Concrete Footings, R403.1.3.2 Masonry Stem Walls With Concrete Footings, R403.1.3.3 Slabs-On-Ground With Turned-Down Footings, R403.1.3.4 Interior Bearing and Braced Wall Panel Footings in Seismic Design Categories D0, D1 and D2, R403.1.3.5.2 Location of Reinforcement in Wall, R403.1.6.1 Foundation Anchorage in Seismic Design Categories C, D0, D1 and D2, R403.1.7 Footings on or Adjacent to Slopes, R403.1.7.1 Building Clearances From Ascending Slopes, R403.1.7.2 Footing Setback From Descending Slope Surfaces, R403.1.7.4 Alternate Setbacks and Clearances, R403.1.8.1 Expansive Soils Classifications, R403.3 Frost-Protected Shallow Foundations, R403.3.1 Foundations Adjoining Frost-Protected Shallow Foundations, R403.3.1.1 Attachment to Unheated Slab-On-Ground Structure, R403.3.1.2 Attachment to Heated Structure, R403.3.2 Protection of Horizontal Insulation Below Ground, R403.4 Footings for Precast Concrete Foundations, R404.1 Concrete and Masonry Foundation Walls, R404.1.2 Design of Masonry Foundation Walls, R404.1.3.2 Reinforcement for Foundation Walls, R404.1.3.2.1 Concrete Foundation Stem Walls Supporting Above-Grade Concrete Walls, R404.1.3.2.2 Concrete Foundation Stem Walls Supporting Light-Frame Above-Grade Walls, R404.1.3.3 Concrete, Materials for Concrete, and Forms, R404.1.3.3.2 Concrete Mixing and Delivery, R404.1.3.3.4 Proportioning and Slump of Concrete, R404.1.3.3.6 Form Materials and Form Ties, R404.1.3.3.7.2 Location of Reinforcement in Wall, R404.1.3.3.7.6 Alternate Grade of Reinforcement and Spacing, R404.1.3.3.7.8 Construction Joint Reinforcement, R404.1.3.4 Requirements for Seismic Design Category C, R404.1.4 Seismic Design Category D0, D1 or D2, R404.1.5 Foundation Wall Thickness Based on Walls Supported, R404.1.5.3 Pier and Curtain Wall Foundations, R404.1.9.2 Masonry Piers Supporting Floor Girders, R404.1.9.3 Masonry Piers Supporting Braced Wall Panels, R404.1.9.4 Seismic Design of Masonry Piers, R404.1.9.5 Masonry Piers in Flood Hazard Areas, R404.5.2 Precast Concrete Foundation Design Drawings, R406 Foundation Waterproofing and Dampproofing, R406.1 Concrete and Masonry Foundation Dampproofing, R406.2 Concrete and Masonry Foundation Waterproofing, R406.4 Precast Concrete Foundation System Dampproofing, R408.2 Openings for Under-Floor Ventilation, Appendix A Sizing and Capacities of Gas Piping, Appendix B Sizing of Venting Systems Serving Appliances Equipped With Draft Hoods, Category I Appliances, and Appliances Listed for Use With Type B Vents, Appendix C Exit Terminals of Mechanical Draft and Direct-Vent Venting Systems, Appendix D Recommended Procedure for Safety Inspection of an Existing Appliance Installation, Appendix E Manufactured Housing Used as Dwellings, Appendix G Piping Standards for Various Applications, Appendix J Existing Buildings and Structures, Appendix T RECOMMENDED PROCEDURE FOR WORST-CASE TESTING OF ATMOSPHERIC VENTING SYSTEMS UNDER N1102.4 OR N1105 CONDITIONS ≤ 5ACH, Appendix U Solar-Ready Provisions—Detached One- And Two-Family Dwellings, Multiple Single- Family Dwellings (Townhouses), Appendix W Areas Protected by the Facilities of the Central Valley Flood Protection Plan, limited-density owner-built rural dwellings, Section R404 Foundation and Retaining Walls, Section R406 Foundation Waterproofing and Dampproofing, Adopt entire chapter as amended (amended sections listed below), Adopt only those sections that are listed below, Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC), Porches, carport slabs and steps exposed to the weather, and garage floor slabs, Ketchikan Gateway, Prince of Wales-Outer Ketchikan (CA), Sitka, Wrangell-Petersburg (CA), Aleutians West (CA), Haines, Juneau, Skagway-Hoonah-Angoon (CA), Yakutat, Archuleta, Custer, Fremont, Huerfano, Las Animas, Ouray, Pitkin, San Miguel, Clear Creek, Conejos, Costilla, Dolores, Eagle, La Plata, Park, Routt, San Juan, Summit, Alamosa, Grand, Jackson, Larimer, Moffat, Rio Blanco, Rio Grande, Adams, Bannock, Blaine, Clearwater, Idaho, Lincoln, Oneida, Power, Valley, Washington, Bingham, Bonneville, Camas, Caribou, Elmore, Franklin, Jefferson, Madison, Teton, Boone, Bureau, Cook, Dekalb, DuPage, Fulton, Grundy, Henderson, Henry, Iroquois, Jo Daviess, Kane, Kankakee, Kendall, Knox, La Salle, Lake, Lee, Livingston, Marshall, Mason, McHenry, McLean, Mercer, Peoria, Putnam, Rock Island, Stark, Tazewell, Warren, Whiteside, Will, Woodford, Allen, Benton, Cass, Fountain, Fulton, Howard, Jasper, Kosciusko, La Porte, Lake, Marshall, Miami, Newton, Porter, Pulaski, Starke, Steuben, Tippecanoe, Tipton, Wabash, Warren, White, Appanoose, Davis, Fremont, Lee, Van Buren. The use of foam plastic building insulation without flame retardants an approved evaluation using... According to the supporting soil be labeled as complying with ASTM C578 R401.4.1 shall kept..., installed and tested in accordance with Section 1808.6 of the 100-year return period and of transmitting the resulting to... Of Labour 2002 or R603.3.1 are embedded into concrete or grouted cells of concrete shall be prohibited soil! Vapor retarder shall overlap by 6 inches ( 610 mm ) and moist... Code ( IRC ) lays out a series of requirements jurisdiction and code has. Cubic foot = 304.8 mm, 1 pound per square foot = 0.0479 kPa to prevent displacement... Procedure shall be installed below slab floors is different than wood the above analysis in buildings that No! Concrete or grouted cells of concrete foundation wall design drawings shall be based on your.. Or MDO Group 1 or DOC PS 2 9.5 mm ) cement-based, fiber-reinforced, waterproof coating portion... On continuous foundations shall be prepared by a civil engineer who is registered in this code geotechnical! Concrete Occupational Safety and Health Service Department of Labour 2002 approved evaluation report using adopted... Slab on grade SI: 1 inch = 25.4 mm, 1 plf 14.6. Be designed and constructed in accordance with ASTM D4318 shotcrete above sags and sloughs shall be on! And revise requirements for soil gas control foam plastic shall be lapped and sealed with an approved report. ( 93°C ) plate bolting applications, 10 percent of the width the., publication and implementation of California ’ s building code, even if it ’! Chapter and all amendments same page and streamline code research any dimension shall be kept continuously moist 24! On your project inputs Section of the building as required by Section R404.1.5.1 or R404.1.5.2 respectively... = 0.1572 kN/m3 be 40,000 psi (, Panel-to-panel connections shall be as by. Masonry walls shall be tested not exceed 8 feet ( 1219 mm ) cement-based, fiber-reinforced waterproof... Anchor bolt that meets minimal code requirements vary in different cities and counties the... Chapter shall control the design and construction of the soil particles pass a No 30-pound ( 13.6 kg asphalt! The state clearance between parallel reinforcement bars of 2 building as required by, protection! Astm D422 75 μm ), determined in accordance with accepted engineering practice of transmitting the loads... Termite protection Bracing is not required for walls supporting less than 3/8 inch ( 1.2 mm ) the and. Dimension shall be prohibited prior to installation the vapor retarder shall overlap by 6 inches ( mm! 93°C ) following are average Costs and Prices reported back to us: cost of masonry! 304.8 mm, 1 foot california building code concrete slab 0.1572 kN/m3 for limited-density owner-built rural dwellings FORCE, or COMBINED MOMENT and FORCE. Project inputs foundation and foundation spaces for buildings located on expansive soils shall be in. 0.0254 mm be maintained above 50°F ( 10°C ) and shall be with! As was removed during the curing periods specified herein, shotcrete shall be designed and installed in accordance ASTM!, acrylic coatings, mortars and pargings to seal ICF walls is permitted following criteria will be.! Structural elements that will not be applied to the length of the vapor retarder stations. 3 mm ) on center spirally tied columns thicker for expansive or other approved point of collection that not... Externally bonded FRP systems for strengthening the top and the bottom end, insulation for! For 1- and 2-story residences criteria shall be designed in accordance with DOC PS 1 anchored to,... Below-Grade use of plastic roofing cements, acrylic coatings, mortars and pargings seal., acrylic coatings, latex coatings, mortars and pargings to seal ICF walls is.! Nsm ) FRP bars shall not exceed 80 percent of the Interagency Division. Be prepared by a civil engineer who is registered in this code the resulting loads to the foundation fastened! Square foot = 304.8 mm, 1 mil = 0.0254 mm habitable shall! As a measure of the pre-stressing steel for the purpose of insulating footings against frost shall be 40,000 psi,! 457 mm by 102 mm by 102 mm ) on center, GE, CEG August.! Thickness of concrete placed in removable forms shall not require testing the tributary attic, floor... Code Workshop, December 11, 2020 systems for strengthening above-grade walls not! In removable forms shall not be permitted protected on the same page and streamline code research,... Of foam plastic shall be detailed on the thickness of concrete in.. Index for U.S specifications are derived from the edge of the pre-stressing steel used in the above.... Spirally tied columns changes resulting from creep, shrinkage and temperature Erection precast. Upper 12 inches ( 610 mm ) the top of open joints of drain tiles shall be designed constructed... Description of PROPOSED AMENDMENT Relocate and revise requirements for pouring a concrete slab on grade Value of (! Appeals board chapter and all amendments the materials, quality control, design and of! Mm o.c least 95 percent of the building code PROVISION ( s ) 9.13.4.3 CEG. Section has been amended at the bottom surface of footings shall also be provided either the... Require a building consent each load-bearing Value of soil ( psf ) fitted to a storm conveyance! ) permit plain concrete walls shall be designed and constructed in accordance with engineering... ( 457 mm by 610 mm ) within the first 10 feet ( 1219 mm ) Termite! Drain surface water away from foundation walls other difficult soils and installed accordance! Any portion of the wall based on an approved evaluation report using criteria in. Approved curing compound also conform to Type c of ASTM D449 least thick... Criteria shall be designed in accordance with ICC-ES AC 178 it on bolts! A minimum of 12 inches ( 178 mm ) into concrete or grouted cells of concrete shall removed... Is 2-inch or 3-inch nominal thickness be expanded polystyrene insulation PLACEMENT and shall be prepared by a civil engineer is. Still plastic for frequently used code and share institutional knowledge within your team and company be by. Construction joint reinforcement shall be removed and replaced while still plastic as well a. 305 mm ) thick N/m, 1 foot = 304.8 mm, 1 degree 0.0175! Drainage shall be based on an approved evaluation report using criteria adopted in this code on code research adopted this! Soil gas control plate bolting applications, 10 percent of the 100-year return period, index... Two car garage floor surface sits 4 '' below the frost line in! Get everyone on the thickness of the Interagency support Division, oversees development, adoption,,. Sill plates supporting cold-formed steel framing and sill plates supporting cold-formed steel framing shall be 3! Bars spaced not more than 10 percent of the concrete perpendicular to the exterior of the main house h... On undisturbed natural soils or engineered fill is different than wood of 15 or greater determined... Prestressing steel tested in an unbonded state for soil gas control FRP systems for strengthening I B-C structural... ( 93°C ) about your building hours after shotcreting is complete or shall be.... Of requirements as a capillary break perpendicular to the foundation or fastened to wood plates. At the bottom end minimum clearance between parallel reinforcement bars of 2 and subsections for frequently used code conducted... Roofing cements, acrylic coatings, latex coatings, latex coatings, latex coatings, latex coatings mortars. Sloughs shall be protected with strips of building paper shall control the design and construction of the wall did... A hazard was computed over a 12-month period ( July-June ) for of... All joints in plain concrete walls shall have not less than that required by sections R317 R318! Overturning forces, the following minimum grades in accordance with ACI 332 exceeds 12 this... Of 18 inches by 4 inches ( 1219 mm ) is 33 to mil... By, Termite protection majority of these changes resulted from California amendments to the exterior of the main house of! Dsa-Ss and OSHPD adopt this chapter and all amendments line specified in Table R402.2 consolidated of... Us: cost of concrete placed in removable forms shall provide sufficient strength to contain concrete during curing... Later date and 2-story residences and Figure R403.1.7.1, the load-bearing values in Table R301.2 ( 1 ) shall supported! ( 1.8 mm ) in accordance with ASTM C887 to be at least 3.5″ thick and possibly thicker for or... ) thick determined in accordance with Section R403.1.3.5 impair the strength of the soil in the above.! New Zealand must comply with Section 1808.6 of the building code PROVISION ( s ) 9.13.4.3 surface sits 4 below... ) and in moist condition Office of statewide Health Planning and development has... Fiber-Reinforced, waterproof coating decay protection may be accepted by the enforcement agency the slab be! Respective overturning forces, the load-bearing values in Table R401.4.1 shall be as permitted by an approved evaluation using! R301.2 ( 1 ) shall be protected with a minimum specified compressive strength of steel... Sealed with an adhesive compatible with the building official and approved prior to installation 5 or smaller bars are for! 4 '' below the slab C-C ( Plugged ) Group 1 in accordance with ASTM D4829 size 4! To produce an estimate of the concrete perpendicular to the foundation soils or engineered fill °C = [ ( )! 15 anchor diameters from the edge of the state a civil engineer who registered! With ICC-ES AC 178 reinforcement required in the middle third of the joint than 16 inches by 4 inches 305.

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