Can you post a picture via a link so we can see what it looks like? Where Must Carbon Monoxide Alarms be Located in the Home? R401.2 Requirements Structural capacities and design provisions for prefabricated wood I-joists shall be established and monitored in accordance with ASTM D5055. Holes shall have a web hole width not greater than 0.5 times the member depth, or 2, Holes shall have a web hole length not exceeding 4. Wall height shall not exceed 8 feet (2438 mm). Any material permitted for waterproofing in. How To Dry Out Garage Floor Quickly After A Leak? California Building Code Garage Door Openers: Automatic garage door openers and vehicle gates require battery backup (406.2.1) . o.c. Materials used for the construction of decks shall comply with this section. Joints shall be lapped 6 inches (152 mm) and left unsealed. This link provides good info. Parking garages, other than private garages, shall be classified as public parking garages and shall comply with the provisions of Sections 406.2 and 406.4 and shall be classified as either an open parking garage or an enclosed parking garage. R309.1 Floor surface. Next insert a 1 thick plywood or wood block under the level on the garage door end. The maximum gap between noncontact parallel bars at a lap splice shall not exceed the smaller of one-fifth the required lap length and 6 inches (152 mm) [See Figure R608.5.4(1)]. Free-standing decks that meet all of the following criteria: The area of the deck does not exceed 200 square feet (18.9 m, The walking surface is not more than 20 inches (616 mm) above. Part 1, California Administrative Code, became . Garage floor surfaces shall be of an approved noncombustible material. The sump shall be not less than 24 inches (610 mm) in, In areas where a high water table or other severe soil-water conditions are known to exist, exterior foundation. Where lateral restraint is provided by rim joists, they shall be secured to the end of each joist with not fewer than three 10d (3-inch by 0.128-inch) (76 mm by 3.3 mm) nails or three No. Load-bearing cold-formed steel framing members shall be cold formed to shape from structural quality sheet steel complying with the requirements of ASTM A1003: Structural. Load-bearing cold-formed steel framing members shall have a legible, Screws for steel-to-steel connections shall be installed with a minimum edge distance and center-to-center spacing of. For SI: 1 inch = 25.4 mm, 1 pound per square inch = 6.895 kPa. For SI: 1 pound per square foot = 0.0479 kPa. o.c. It is important to note thatthis section of the code only applies to private garages that are subject to the International Residential Code. Wood trusses shall be designed in accordance with, Trusses shall be braced to prevent rotation and provide lateral stability in accordance with the requirements specified in the, Truss members and components shall not be cut, notched, spliced or otherwise altered in any way without the approval of a, Draftstopping shall be provided in accordance with. It is not necessary to reinforce a 4 thick concrete slab with steel rebars. If not actually a garage the floor can be flat. Greater values may be required to meet energy conservation standards. (What Is Really Better?). 2022 California Referenced Standards Code, Title 24, Part 12. Why Must a Garage Floor be Sloped? 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. Wood decking shall be attached to each supporting member with not less than two 8d threaded nails or two No. 2022 California Building Standards Code, Title 24, California Code of Regulations. 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, Clayey gravels, gravel-sand-clay mixtures, Inorganic silts and very fine sands, rock flour, silty or clayey fine sands or clayey silts with slight plasticity, Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays, Inorganic clays of high plasticity, fat clays, Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts, Organic silts and organic silty clays of low plasticity, Organic clays of medium to high plasticity, organic silts. Linear interpolation of stone depth between wall widths is permitted within each Load-Bearing Value of Soil (psf). If you want to go hi-tech or want a more accurate reading you can always use a Self Leveling Laser Level also available at Amazon. Foundations and soils investigations shall be conducted in conformance with Health and Safety Code Sections 17953 through 17957 as summarized below. Allowable live load values at spans of 16 inches on center and 24 inches on center taken from reference standard APA E30, APA Engineered Wood Construction Guide. ), The ends of joists shall have not less than 1. The slope is certainly useful in clearing the car wash water, rain water or snowmelt. Insist on them putting it in the specifications / drawings. The area of floor used for parking of automobiles or other vehicles shall be sloped to facilitate the movement of liquids to a drain or toward the main vehicle entry doorway. Grout used for bedding precast foundations placed upon. Joint connector type and description, such as size, thickness or gage, and the dimensioned location of each joint connector except where symmetrically located relative to the joint interface. Linear interpolation shall be permitted for building widths and ground snow loads other than shown. (Explained!). Each header joist shall be connected to trimmer joists with four 2-inch by 2-inch (51-mm by 51-mm) clip angles. Many contractors will insist that a slope of for every foot (or 1%) is good enough.if(typeof ez_ad_units!='undefined'){ez_ad_units.push([[300,250],'garagemadesimple_com-banner-1','ezslot_6',130,'0','0'])};__ez_fad_position('div-gpt-ad-garagemadesimple_com-banner-1-0');if(typeof ez_ad_units!='undefined'){ez_ad_units.push([[300,250],'garagemadesimple_com-banner-1','ezslot_7',130,'0','1'])};__ez_fad_position('div-gpt-ad-garagemadesimple_com-banner-1-0_1');.banner-1-multi-130{border:none!important;display:block!important;float:none!important;line-height:0;margin-bottom:7px!important;margin-left:auto!important;margin-right:auto!important;margin-top:7px!important;max-width:100%!important;min-height:250px;padding:0;text-align:center!important}. The Liquid Flow Conversions PDF from RegO puts the flow rate of gasoline at 1.17 and that of petroleum oil at 1.07 times that of water, respectively. The clip angles shall have a thickness not less than that of the floor joist. Read More How Much is a Yard of Concrete? See Figure R502.8. The minimum lip size for C-shaped sections shall be, COLD-FORMED STEEL JOIST SIZES AND THICKNESS. A wood or metal splice with strength equal to or greater than that provided by the nailed lap is permitted. Holes for bolts shall be drilled a minimum. Cuts, notches and holes bored in trusses, Floor framing shall be nailed in accordance with. Revised: Previously Issued As: P/PC 2011-011. Thanks, This should be close to what the residential code says, All the contract states is 20x30x4 4000psi concrete floor finished with fiber- mesh for main building with gradework included for interior of building and apron, using compacted crushed limestone, Im not sure what had to be submitted to get the permit, and yes inspections are required. 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. The maximum anchor bolt spacing shall be 4 feet (1219 mm) for buildings over two, Where continuous wood foundations in accordance with. This can be done by sloping the garage floor to a drain or towards the garage door entry. Part III Building Planning and Construction, R504 Pressure Preservative-Treated Wood Floors (On Ground), Chapter 13 General Mechanical System Requirements, Chapter 14 Heating and Cooling Equipment and Appliances, Chapter 19 Special Appliances, Equipment and Systems, Chapter 22 Special Piping and Storage Systems, Chapter 37 Branch Circuit and Feeder Requirements, Chapter 39 Power and Lighting Distribution, Chapter 43 Class 2 Remote-Control, Signaling and Power-Limited Circuits, 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 [RE] Solar-Ready ProvisionsDetached One- And Two-Family Dwellings and Townhouses, Appendix W Areas Protected by the Facilities of the Central Valley Flood Protection Plan, The provisions of this chapter shall control the design and construction of the floors for buildings, including the floors of, Floor construction shall be capable of accommodating all loads in accordance with. The polyethylene membrane shall be placed over the pressure preservative-treated wood sleepers and shall not extend beneath the footing plates of the, Framing materials, including sleepers, joists, blocking and plywood subflooring, 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. Each building on a building site shall be considered separately when determining the requirements contained in this chapter, except when calculating the number of units which must comply with Section 1102A.3.1. (Explained), Egress Window Requirements: Understanding Size and Locations. If a garage is used for parking vehicles, its floor is required to be sloped per the International Residential Code (IRC). If the garage floor is sloping, as it should be, then the air bubble in the six foot level will be off center. Header joist spans shall not exceed 6 feet (1829 mm) or 8 feet (2438 mm) in length in accordance with Figure R505.3.8(1) or R505.3.8(2), respectively. Sill plate anchorage shall be in accordance with Sections, PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM, 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 other than Group I soils, a sump shall be provided to drain the porous layer and footings. Are contractors licenses required in your state, if so they are usually bound by a standard of care. Vertical and horizontal wall reinforcement shall be the longest lengths practical. Anchoring to concrete shall be in accordance with ACI 318 as amended in Section 1905, and applies to cast-in (headed bolts, headed studs and hooked J- or L-bolts), post-installed expansion (torque-controlled and displacement-controlled), undercut and adhesive anchors. The member designation is defined by the first number representing the member depth in 0.01 inch, the letter "S" representing a stud or joist member, the second number representing the flange width in 0.01 inch, and the letter "t" shall be a number representing the minimum base metal thickness in mils. Recommended Garage Ceiling Height: What is Best Value For Money? with 4-No. Except as provided for in, On graded sites, the top of any exterior foundation shall extend above the elevation of the street gutter at point of discharge or the inlet of an, Alternate setbacks and clearances are permitted, subject to the approval of the, Foundation and floor slabs for buildings located on expansive soils shall be designed in accordance with. Beam plies shall be fastened with two rows of 10d (3-inch 0.128-inch) nails minimum at 16 inches (406 mm) on center along each edge. Where any portion of the through-wall access is below, For buildings located in flood hazard areas as established in. Horizontal insulation shall be expanded polystyrene insulation or extruded polystyrene insulation. For SI: 1 inch = 25.4 mm, 1 plf = 14.6 N/m, 1 pound per square foot = 47.9 N/m, Based on 32-foot-wide house with load-bearing center wall that carries half of the tributary, W = Width of footing, T = Thickness of footing and P = Projection per. The edges of the vapor retarder shall extend not less than 6 inches (152 mm) up the stem wall and shall be attached and sealed to the stem wall or insulation. Although there is no specific slope mentioned most experts will agree that a slope of 1% or higher is acceptable. . Perforated sheet metal plates not less than 0.070 inch (1.8 mm) thick. Sixty-mil (1.5 mm) solvent-free liquid-applied synthetic rubber. For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa. JavaScript is disabled. Elements shall be straight and free of any defects that would significantly affect structural performance. 10 x 3-inch (76 mm) long wood screws. Wood sill plates shall be a minimum of 2-inch by 4-inch (51 mm by 102 mm) nominal lumber. In the absence of specific bracing requirements, trusses shall be braced in accordance with accepted industry practices, such as the SBCA. A 6-mil-thick (0.15 mm) polyethylene film shall be applied over the below-, The space between the excavation and the foundation wall shall be backfilled with the same material used for footings, up to a height of 1 foot (305 mm) above the footing for well-drained sites, or one-half the total back-fill height for poorly drained sites. Dwelling units within a single structure separated by firewalls do not constitute separate buildings. Cold-formed steel-framed floors shall be anchored to foundations, wood sills or, FLOOR-TO-FOUNDATION OR BEARING WALL CONNECTION REQUIREMENTS, track in accordance with Figure R505.3.1(1), clip angle spaced at 6 feet o.c. B1 Residential Building Inspector Practice Quiz, B2 Commercial Building Inspector Practice Quiz, R3 Residential Plans Examiner Practice Quiz, M1 Residential Mechanical Inspector Practice Quiz, E1 Residential Electrical Inspector Practice Quiz, P1 Residential Plumbing Inspector Practice Quiz, Accessibility Inspector / Plans Examiner Practice Quiz, CT CALGreen Inspector / Plans Examiner Practice Quiz, Includes 2 Practice Exams, 60 Questions Eac. A-C Group 1, B-C Group 1, C-C (Plugged) Group 1 or MDO Group 1 in accordance with DOC PS 1. Saturday, January 18, 2020 The building code requires that a garage floor be sloped towards the door, but does not specify a minimum slope. This is a great way to prepare yourself for the actual exam administered by ICC. Table values are based on reinforcing bars with a minimum yield strength of 60,000 psi. Joists framing from opposite sides over a bearing support shall lap not less than 3 inches (76 mm) and shall be nailed together with a minimum three 10d face nails. The website is also an affiliate of a few other brands. 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, 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, Clean crushed stone shall be free from organic, clayey or silty soils. The California Building Standards Code (Cal. It may not display this or other websites correctly. Thanks for the replies! For decks using materials and conditions not prescribed in this section, refer to. The reason for this is to help facilitate the movement of liquids. The tip of the lag screw shall fully extend beyond the inside face of the band joist. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 degree = 0.01745 rad. slope to drain (was 1/4") (408.5) . If you would like to change your settings or withdraw consent at any time, the link to do so is in our privacy policy accessible from our home page.. There is absolutely no way I can set up my tools without using a lot of shims to keep them from rocking. The maximum gap between noncontact parallel bars at a lap splice shall not exceed the smaller of one-fifth the required lap length and 6 inches (152 mm) [see Figure R608.5.4(1)]. They also do not give a number. 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. Each device shall have an allowable stress design capacity of not less than 1,500 pounds (6672 N). 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. When I asked the builder about it he said he would do nothing and it was within spec. 8 screws, evenly spaced, through each leg of the clip angle. Some of our partners may process your data as a part of their legitimate business interest without asking for consent. Where the header joist span exceeds 4 feet (1219 mm), the trimmer joists and the header joist shall be doubled and of sufficient cross section to support the floor joists framing into the header. Garage Floor Water Diverter Is Best. Garage floor surfaces shall be of approved noncombustible material. (Free Concrete Calculator! For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 degree = 0.0175 rad. Garage floor surfaces shall be of approved noncombustible material. This is not poor workmanship or a design error by the contractor. The IRC states that there must be a slope, but it does not give a number. Single Floor in accordance with DOC PS 1 or DOC PS 2. Floor cantilevers supporting an exterior balcony are permitted to be constructed in accordance with Table R502.3.3(2). Many State & Municipal Building Codes just follow IRC. The maximum joist spacing shall be limited by the decking materials in accordance with, DECK JOIST SPANS FOR COMMON LUMBER SPECIES (ft. - in. However, a pitch of for every foot is a commonly accepted norm. Fire-Resistant Construction . Maximum allowable spacing for joists supporting decking shall be in accordance with Table R507.7. Where splices are necessary in reinforcement, the length of lap splice shall be in accordance with Table R608.5.4. Here is the citation from the International Residential Code (IRC): An example of data being processed may be a unique identifier stored in a cookie. The California Building Code (CBC) contains general building design and construction requirements relating to fire and life safety, structural safety, and access compliance. (The Truth You Need To Know! o Floor Framing Plan - The floor framing plan shows size, type, and spacing of . Double joists, sized to adequately support the load, that are separated to, The allowable spans of girders and headers fabricated of dimension lumber shall not exceed the values set forth in, The ends of each joist, beam or girder shall have not less than 1. Refer to, Unbalanced backfill height is the difference in height between the exterior. You are using an out of date browser. Engineered wood products shall be in accordance with, Metal fasteners and connectors used for all decks shall be in accordance with, galvanized per ASTM B695, Class 55 or 410, ASTM A123 providing a minimum average coating, Flashing shall be corrosion-resistant metal of nominal thickness not less than 0.019 inch (0.48 mm) or, For SI: 1 inch = 25.4 mm, 1 square foot = 0.0929 m, Deck footings shall extend below the frost line specified in, For single-level wood-framed decks with beams sized in accordance with. Expansion Index greater than 20, determined in accordance with ASTM D4829. Structural I A-C, Structural I B-C or Structural I C-C (Plugged) in accordance with DOC PS 1. Detached Garage | Construction Documents . A device for collecting water from a swale or ditch located on or above a slope, and safely delivering it to an approved drainage facility. Mortar shall be Type M or S and masonry shall be laid in, Soil classes are in accordance with the Unified Soil Classification System. Other. More specifically, for a 24' deep attached garage, the door end will be 6" lower than the house end. (1) and Figure R608.5.4(1). (The Truth You Need To Know! Comply with it, if they give you one. R502.1.3 Structural Glued Laminated Timbers, Building Component Safety Information (BCSI) Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses, R503.2.1.1 Subfloor and Combined Subfloor Underlayment, Section R504 Pressure Preservative-Treated Wood Floors (On Ground), Section R505 Cold-Formed Steel Floor Framing, R505.2.3 Dimension, Thickness and Material Grade, R505.2.6 Web Holes, Web Hole Reinforcing and Web Hole Patching, R505.3.1 Floor-to-Foundation or Load-Bearing Wall Connections, R505.3.3.2 Joist Bottom Flange Bracing/Blocking, R505.3.3.3 Blocking at Interior Bearing Supports, R507.2.2 Plastic Composite Deck Boards, Stair Treads, Guards, or Handrails, R507.2.2.5 Installation of Plastic Composites, R507.4.1 Deck Post to Deck Footing Connection, R507.5.2 Deck Beam Connection to Supports, R507.9 Vertical and Lateral Supports at Band Joist, Adopt entire chapter as amended (amended sections listed below), Adopt only those sections that are listed below, 33 (0.0329), 43 (0.0428), 54 (0.0538), 68 (0.0677), Rim track or end joist to wood sill in accordance, Steel plate spaced at 4 feet o.c. CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING LIGHT-FRAME EXTERIOR BEARING WALL AND ROOF ONLY, CANTILEVER SPANS FOR FLOOR JOISTS SUPPORTING EXTERIOR BALCONY. Entry to the house from the garage is at the back of the house. Floor cantilevers for the top floor of a two- or three-, Joists and other structural members shall not be spliced without an. with the 2016 California Building Code is permitted for buildings and structures in the scope of this code. The nature of the fix will depend on the reason for the fix.if(typeof ez_ad_units!='undefined'){ez_ad_units.push([[300,600],'garagemadesimple_com-large-mobile-banner-1','ezslot_12',127,'0','0'])};__ez_fad_position('div-gpt-ad-garagemadesimple_com-large-mobile-banner-1-0'); Is it because the local building authorities are insisting on it? The nature of the fix depends on the exact nature of the problem. at intermediate, Stainless steel, silicon bronze or copper, Hot-dipped galvanized per ASTM A153, Class C, ASTM A653 type G185 zinc coated galvanized. Floor joists with spans that exceed 12 feet (3658 mm) shall have the bottom flanges laterally braced in accordance with one of the following: For SI: 1 mil = 0.0254, 1 inch = 25.4 mm. Beam cantilevers are limited to the adjacent beam's span divided by 4. The slope of your garage floor can be fixed. Footings shall not bear on frozen soil unless the frozen condition is permanent. The California Building Code (CBC) contains general building design and construction requirements relating to fire and life safety, structural safety, and access compliance. Preservative treated dimension lumber shall be identified as required by. Cold-formed steel framing shall be anchored directly to the foundation or fastened to wood sill plates anchored to the foundation. Required permanent truss member bracing location. 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, MINIMUM FOOTING DEPTH AND INSULATION REQUIREMENTS FOR FROST-PROTECTED FOOTINGS IN HEATED BUILDINGS. Professional medical and dental offices shall be made accessible and shall also comply with Section 1109B. One-eighth-inch (3.2 mm) coat of surface-bonding cement complying with ASTM C887. Joints of the vapor retarder shall overlap by 6 inches (152 mm) and shall be sealed or taped. All required parking areas shall conform to this Development Code, including the following minimum standards: 1. Forces shall be shown on the truss drawing or on supplemental documents. Table provides the maximum clear span in feet and inches. See Figure R403.1.3 for additional footing requirements for structures in, The distance between bracing lines does not exceed twice the building width measured parallel to the. in accordance with Figures R505.3.1(7) and. In %age terms this is around 2%. ), Drywall vs Plywood For Garage Walls? Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with Figure R507.9.1.3(1). Ground snow load, live load = 40 psf, dead load = 10 psf, L/ = 360. One-eighth-inch (3 mm) cement-based, fiber-reinforced, waterproof coating. Garage Slab Slope Code - October 18, 2022, 2021 International Residential Code (IRC) Section 309.1, garage slab slope is to allow any water on the garage floor to flow easily towards the garage door or to a drain, garage floor that slopes towards the garage door, This garage slope ensures smooth flow of water towards the garage door or the garage floor drain as the case may be, 7 Important Things To Know About A Concrete Garage Floor. 8 wood screws. In case you expect the load on the garage floor to be much higher then you may increase the thickness to 6. required building code notes, and more. The maximum permitted height for three-ply beams on post cap is 6 feet 9 inches. Then when we read on we can see that the area of the garage floor used to park vehicles must be sloped. Interpolation permitted, extrapolation not permitted. Panels continuous over two or more spans with long dimension (strength axis) perpendicular to, Lumber blocking, panel edge clips (one midway between each support, except two equally spaced between, Maximum span 24 inches where 1.5 inches of lightweight, Unsupported edges shall have tongue-and-groove joints or shall be supported with blocking unless minimum nominal, Unsupported edges shall have tongue-and-groove joints or shall be supported by blocking unless nominal. I live in Greenwood IN if it makes a difference? Fasteners and connectors exposed to salt water or located within 300 feet of a salt water shoreline shall be stainless steel. Lateral loads shall be transferred to the ground or to a structure capable of transmitting them to the ground. This garage slope ensures smooth flow of water towards the garage door or the garage floor drain as the case may be. The removal of earth material by artificial means, also referred to as a cut. Bolts extend not less than 15 inches into masonry or 7 inches into. Dont confuse flat with level. : LAMC 94.304. and 91.406.4.5 . The idea was that this would prevent spilled gasoline and carbon monoxide from getting into the house. Multiple-accommodation toilet facilities shall have the following: Wheelchair clearance. 6 thick concrete slabs, on the other hand, will require steel rebars as reinforcement. Glued laminated timbers shall be manufactured and identified as required in ANSI A190.1, ANSI 117 and ASTM D3737. The basis for the majority of these changes resulted from California amendments to the 2018 model building codes. Usually +/- 1/4" or +/- 1/2" for tolerances of floors. Refer to, Horizontal reinforcement requirements are for reinforcing bars with a minimum yield strength of 40,000 psi and, Table values are based on reinforcing bars with a minimum yield strength of 60,000 psi, Vertical reinforcement with a yield strength of less than 60,000 psi and/or bars of a different size than specified in the table are permitted in accordance with, NR indicates no vertical wall reinforcement is required, except for 6-inch-nominal, DR means design is required in accordance with the applicable.
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