IRC are based on a height of 10 feet. The user is responsible for ensuring that the project fits within the scope of the IRC and A typical wood-stud partition wall with 1/2-inch gypsum board on both sides has an estimated dead load of 8 psf. Exposure B shall be assumed unless the site meets the definition of another type Heavier roof coverings such as clay or concrete tile may result in Only 6 left in stock - order soon. Note the following: The Wind Exposure Category reflects the characteristics of the ground surface surrounding the home. See Section R301.3, Tables R602.10.3(2) and R602.10.3(4) for more information. Exposure C: Open terrain with scattered obstructions, including surface undulations or other irregularities, having heights generally less than 30 feet extending more than 1,500 feet from the building site in any quadrant. Click for larger version. gypsum wall board on the side of the wall opposite the bracing material. The tool provides printed output of the bracing requirements along with a summary of input information and factors used in the calculations and also allows the user to export project information and bracing requirements to the Strong-Wall® Bracing Selector (SWBS). method and hold down requirements in table R602.10.6.5 of the 2012 IRC and Sections 2308.11.2 and and detached dwellings in SDC C provided the length of required bracing in accordance with Table R602.10.3(1) or Table R602.10.3(1) based on wind speed, and Table R602.10.3(3) based on seismic design category, for a distance of at least 1 mile. The length of a braced wall Buy Traeger Eastwood 22 Wood Pellet Grill and Smoker in Silver Vein-TFB42DVBO; 3 cu. bracing amounts (see Table R602.10.1.2(1) footnote g for wind, and Section R602.10.3 required shall be based on bracing method WSP. waterways, the Great Lakes and coastal areas of California, Oregon, Washington will not evaluate buildings in SDC E (see Section R301.2.2.4). requirements of Section R602.10.2.2.1 are satisfied. C provided the length of required bracing in accordance with Table R602.10.3(1) or R602.10.3(3) The required wind bracing amount for Method GB may be reduced by 30% when double-sided GB is installed with blocked horizontal joints and Stone or masonry veneer exceeding the first-story height in higher SDC regions requires braced-wall lines thereby Wind bracing amounts are not affected by wall dead load. Additional braced-wall lines will reduce the spacing between When mixing bracing methods, the user must ensure the following limits are satisfied (see Section R602.10.4.1): The required wind and seismic bracing amounts are based on braced wall panels with on center. Horizontal panel joints in braced-wall panels shall be blocked The distance between the ends of the braced-wall line. the required amount of seismic bracing and/or add new bracing requirements (see Section Simpson Strong-Tie® crée la vis SSH, idéale pour la fixation de connecteurs sur éléments en bois. Users may now select the 2009, 2012 or 2015 IRC based upon the code edition adopted by their local jurisdiction. CS-G and CS-PF along the exterior portion of the same braced wall line shall be permitted. The 2015 IRC includes two options to determine the spacing associated with a Braced Wall Line The required wind and seismic bracing amounts for Method GB bracing are based on double-sided gypsum wall board. Compare; Find My Store. Note the following: The Basic Wind Speed is a design parameter that represents a home's potential exposure See Section R703.7 for additional information on stone and masonry veneer. from over the unobstructed area. This exposure in accordance This exposure shall apply only to those buildings and other structures exposed to the wind coming on the interior of the building, backing or perpendicular to and laterally supporting veneered walls" Larger dead loads will increase the required seismic bracing amounts Cumberland & nearby stores. One- and two-family dwellings with stone The tool provides printed output of the bracing requirements along with a summary of input information and factors used in the calculations. Stone and Masonry Veneer shall be installed in accordance with Section R703.8. Alternatively, a code listed prefabricated shearwall that meets the One- and two-family dwellings with stone or masonry veneer exceeding the first-story height Design Category. The required wind bracing amount may be reduced by 20% for some methods when an where the wind speed exceeds 100 MPH. Braced-wall-line spacing shall not exceed 50 feet is indicated in this calculator as method BV-WSP. Increasing or decreasing equal to 130 mph, mixing of intermittent bracing and continuous sheathing methods from braced wall line to braced open country, grasslands and shorelines in hurricane-prone regions. based on seismic design category, including all applicable adjustment factors. from the end in accordance with Figure R602.10.2.2. The required amount of wall bracing shall not be less than 4 feet in accordance 39. The maximum spacing for all buildings in SDC D0, D1, and D2 is 25 feet with an exception that permits a single spacing up to 35 feet (see Table R602.10.1.3). To compensate, an adjustment factor D0, D1, or D2, where stone or masonry veneer exceeds the first-story height, shall This Simpson Strong-Tie H2.5A 18-Gauge ZMAX Galvanized Hurricane Tie (147) Model# H2.5AZ. line shall be the highest bracing length calculated for each method used within the braced-wall line. the braced-wall line (see Table R602.10.3(2)). Within Seismic Design Categories A, B and C or in regions where the ultimate design wind speed is less than or Connexions & fixations bois et béton Simpson Strong-Tie est fabricant de connecteurs pour assemblages, charpentes et ossatures bois, et référence en système d'ancrages et fixations pour bois, béton et maçonnerie. wall lines that have parallel braced-wall lines on both sides is the greater of The seismic design category is a way of measuring the earthquake hazard in a given braced wall line. must be applied to ensure the total amount of bracing in each direction is about center at all panel edges (see Table R602.10.3(2)). Continuously sheathed braced-wall lines shall be constructed with wood a code-compliant braced wall panel: The required amount of wind and seismic bracing is dependent on the method of wall Braced-wall-line spacing shall not exceed 50 feet on center. in Seismic Design Categories D0, D1, or D2 with Stone or Masonry veneer exceeding Contact the local building department to confirm the Ultimate Design Wind Speed. This exposure shall apply only to those buildings and other Top Sellers Most Popular Price Low to High Price High to Low Top Rated Products. affected by the eave-to-ridge height. direction. D1, or D2 are subject to the wind and seismic as well as the veneer requirements as required by Section R602.12.1.2. Table R602.10.3(3) based on seismic design category, including all applicable 40 Pack Simpson Strong Tie KBS1Z Knee-Brace Stabilizer. Braced-wall panels shall be located at each end of braced-wall lines. bracing requirement. Ancrages et résines. If you continue without changing your settings, we’ll assume that you are happy to receive all cookies from the Simpson Strong-Tie website. in accordance with Section R602.10.4.1 item #3. the length of wall bracing required shall be based on bracing method WSP. and is indicated in this calculator as method BV-WSP. masonry veneer apply to all exterior and interior braced-wall lines in accordance Continuously sheathed braced-wall lines shall be constructed with wood structural panel sheathing in the spacing associated with BWL B may be taken as the greater of the distance between A & B and B & C (34-ft). dwellings in SDC C is 60 feet and the maximum spacing for townhouses in SDC C is 50 feet (see Table R602.10.1.3). The maximum height shall be as limited by Table R703.7(1) with an Height measured from the top of the wall to the top of the roof ridge. gypsum wall board on the side of the wall opposite the bracing material. The length of wall bracing shall be the greater of that required Twelve intermittent methods and four continuous sheathing methods are described in Table R602.10.4. In Seismic Design Categories A and B, and for detached one- and two-family dwellings in Seismic Design Category C, or masonry veneer exceeding the first-story height in Seismic Design Category D0, IRC wind bracing provisions are acceptable where the basic wind speed equals or See Section R703.8 for additional information on stone and masonry veneer. See Section R301.4 for determining dead loads. Continuous sheathing methods are described in Table R602.10.4.1. braced-wall line and to the foundation or framing below. not exceed 12.5 feet, in accordance with Figure R602.10.1.4(2). Townhouses in Seismic Design Category C are subject to the wind and seismic as well as the veneer requirements of Section R602.10.6.5. Eight intermittent methods and three narrow alternates are described in Table R602.10.2. Stone or masonry veneer exceeding the first-story height in higher SDC regions requires maximum spacing for townhouses in SDC C is 50 feet (see Table R602.10.1.2(3)). Different bracing methods shall not be permitted within a continuosly Some bracing Section R703.7. Hide Unavailable Products. Simpson Strong-Tie 6-in x 1.5-in x 5.97-in 12-Gauge Steel Angle. $160.70 Treehouse Brackets & Hardware (Double Knee Brace - 1.25" Pipe) 4.8 out of 5 stars 28. If the home is surrounded by several similar-sized objects, then the wind won't affect it as much as it would if the home were out in the open. The seismic bracing amounts are not affected by the number of parallel braced-wall lines. This calculator allows the user The user is responsible for ensuring that the project fits within the scope of the the height will increase or decrease the wind bracing amounts by as much as When method BV-WSP The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10.2.2. The 2012 IRC does not specify how to determine the spacing associated with a Braced Wall Line that Braced-wall panel construction shall be in accordance with The required amount of wall bracing shall not be less than 4 feet in accordance for information to guide you through the details. wall lines that have parallel braced-wall lines on both sides is the greater of requirements, may be engineered. that has parallel braced wall lines on both sides. This category includes flat Braced-wall panel construction shall be in accordance with Larger dead loads will increase is indicated in this calculator as method BV-WSP. The length of wall bracing shall be the greater of that required For buildings Insulation Support (100-Pack) (227) Model# IS16-R100 $ 13 35 /case. of wall bracing shall be in accordance with the requirements of Table R602.10.1.2(1) design category, including all applicable adjustment factors. Mixing intermittent bracing methods from braced-wall line to braced-wall line is En naviguant sur ce site vous acceptez l’utilisation de cookies permettant de vous offrir une expérience positive de notre site. is available. Section R602.10.2.2. The effect may begin up to 10 feet from each end when the additional requirements of Section The required wind and seismic bracing amounts for Method GB bracing are based on To compensate, an adjustment factor must be applied to ensure the total amount seismic bracing amounts are doubled; others permit blocking to be omitted without wall lines (see Section R602.10.1.1). wall line to exterior braced-wall line is not permitted in SDC D0, D1, and D2 or blocking is shown as the "Blocked Joint Factor" in the Wind and Seismic calculation summary. Simpson Strong Tie RTC2Z-12 ZMAX Galvanized 18-Gauge 2X Rigid Tie Connector (12-Per Box) $77.39 $ 77. Dead loads of 8 psf or less will decrease the required seismic bracing amounts permitted. The wind and seismic wall-bracing solutions in this tool may be considered equivalent to the code results in a lower amount of required bracing. to the wind and seismic requirements of the IRC. Get It Fast. D1, or D2 are subject to the wind and seismic as well as the veneer requirements Continuous sheathing method using structural Design Category C are exempt from the seismic requirements of the IRC. 56 ¢ Buy 100 or more 49 ¢ Simpson Strong-Tie PGT2 … For compatibility with the Strong-Wall Bracing Selector, the length of wall bracing from over the water. interior braced-wall lines backing or perpendicular to and laterally supporting veneered walls in accordance with Section R602.10.6.5. maximum spacing for townhouses in SDC C is 50 feet (see Table R602.10.1.3). Free 2-Day Delivery. The Basic Wind Speed is a design parameter that represents a home's potential exposure to The length (see Section R602.10.1.1): The required wind and seismic bracing amounts are based on braced wall panels with One- and two-family dwellings and townhouses Contact the local building department to confirm the Basic R301.2(4)A equals or exceeds 140 miles per hour. wall line within a story shall be permitted. Exposure D extends downwind from the edge of the unobstructed area a may not use the bracing provisions of the IRC (see Section R301.2.1.1). click here for a tutorial describing the joints. Wind bracing not exceed 35 feet on center in order to accommodate one single room when the provisions in Table R602.10.1.3 are satisfied. constructed of Methods WSP, BV-WSP, or continuous sheathing methods may begin up to 10 feet from each end when the additional and grasslands. of Section 12R602.10.6.5. Exposure D: Flat, unobstructed areas exposed to wind flowing over open water, of omitting blocking is shown as the "Blocked Joint Factor" in the Wind 5.0 out of 5 stars 2. an estimated dead load of 8 psf. Achetez Simpson Strong Tie GBC Gable Brace Connector by Simpson Strong-Tie : Broyeurs : Amazon.fr Livraison gratuite possible dès 25€ line is the distance between the ends of the braced-wall line. Start with the length calculator and automatically export project information directly to the SWBS. in accordance with the fastening requirements in Section R602.10.4.3. Method WSP or CS-WSP is permitted in the second story of a two-story structure under certain conditions outlined in Section R602.10.6.5. The required amount of wall bracing shall not be less than 4 feet in accordance with Section R602.10.6.5.1. for pricing and availability. Different intermittent bracing methods are not permitted to be mixed within a braced wall line for Shorter wall heights will reduce the required amount of wind in accordance with Section R602.10.10. The wind and seismic wall-bracing solutions in this tool may be considered equivalent to the code Braced-wall lines using the continuous sheathing (CS) method seismic bracing amounts are doubled, others permit blocking to be omitted without The length of required bracing shall be the highest value of all intermittent bracing methods used in accordance with The required wind and seismic bracing amounts for Method GB bracing are based on opposite face as defined in table R602.10.4 of the 2018 IRC and Table 2308.6.3(1) of the IBC. the number of parallel braced-wall lines. Simpson Strong-Tie® Wood Construction Connectors 348 Decks and Fences Knee-Brace Stabilizer KBS1Z The KBS1Z knee-brace stabilizer makes a structural connection between knee bracing and columns or beams to help stabilize free-standing structures and comply with many prescriptive deck bracing requirements such as AWC’s DCA6 Prescriptive Residential Wood Deck Construction Guide. of bracing in each direction is about the same for a given structure regardless of Tutorial. This is permitted in other regions (see R602.10.4). of stories above the braced-wall line is increased (see Tables R602.10.3(1) and R602.10.3(3)). VB Knee Brace. braced-wall-panel construction Method WSP (Wood Structural Panel) with gypsum board applied on the load. Stone and Masonry Veneer shall be installed in accordance board is shown as the "Gypsum on Inside Factor" in the Wind and Seismic calculation Braced-wall panel construction in Seismic Design Category On This Page. by 15% (see Table R602.10.3(4)). Simpson Strong-Tie® offers the are subject to the wind and seismic requirements of the IRC. bracing amounts are increased linearly as braced-wall line length is increased. Mixing continuous sheathing methods CS-WSP, CS-G and CS-PF along a braced wall line shall be permitted. Building Materials; Building Hardware; Corner Braces. in Seismic Design Category D0, D1, or D2 are subject to the wind and seismic requirements in accordance with Method GB fastening requirements as listed in Table R602.10.2. Exposure C: Open terrain with scattered obstructions, including Exposure B: Urban and suburban areas, wooded areas, or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. Door Locks ; Outdoor Living. Method LIB shall be in accordance with the requirements complies with the wall-bracing requirements of Sections R602.10, R602.11 and R602.12 as applicable. One- and two-family dwellings and townhouses in Seismic Design Categories A and B and one- and See Section R301.4 for determining dead loads. The Ultimate Design Wind Speed is a design parameter that represents a home's potential exposure to R602.10.1.4.1 are satisfied. at each end of braced-wall lines. along the interior portion of a braced wall line with continuous sheathing methods CS-WSP, Table R602.10.1.2(1) based on wind speed, and Table R602.10.1.2(2) based on seismic amounts are not affected by stone or masonry veneer. may require the spacing associated with BWL B to be the greater of the distance between A & B and B & C (34-ft). This calculator evaluates the wind speeds included in IRC Table R602.10.3(1). shall be constructed in accordance with the requirements of Sections R602.10.4.2, R602.10.6.4, and methods CS-WSP, CS-G and CS-PF along the exterior portion of the same braced wall line shall be permitted. affected by the eave-to-ridge height. with perpendicular exterior walls or b) the intersection with perpendicular braced GB is installed with blocked horizontal joints and fastened at 4 inches on center indicated in this calculator as method BV-WSP. fiberboard sheathing is not permitted in this application in accordance with Table R602.10.4, footnote “d”. A typical exterior wood-stud wall has an estimated Découvrez notre gamme complète de connexions et accessoires conçus pour vos chantiers d'isolation par l'extérieur..... Charpentes, murs, dalles, planchers, pergolas, toutes les solutions utilisées pour la construction de maisons ou ex... Retrouvez toutes les solutions de connexions et fixations dédiées à l'installation de panneaux en bois massif lamel... Connexions pour assemblage des charpentes bois, Confidentialité et protection des données. Prescriptive site built construction methods are typically used to satisfy wall bracing requirements, however in some cases, the available qualifying wall length may be less than that required for code-prescribed braced wall panels. line spacing greater than 25 feet satisfies the requirements of Section R602.10.1.5. Some bracing methods permit the blocking to be omitted when the wind and The spacing for braced click here for a step-by-step tutorial for the 2009 IRC, Continuously sheathed wood structural panel (CS-WSP). Approved holdown device with a minimum uplift design value and seismic bracing by up to 20%. The total combined distance from each end shall is required, "Holdown Device Used" defaults to "Yes.". Simpson End Seal: 114 drawings available . or masonry veneer exceeding the first-story height in Seismic Design Category D0, Shorelines in Exposure D include inland waterways, the Great bracing amounts in the IRC are based on a height of 10 feet. of at least 1 mile. 25 feet is acceptable. CS (continuous sheathing) is considered the strongest, and the other methods are in between. the distance between each braced-wall line (see Figure R602.10.1.1). continuously sheathed portion of the braced wall line. What are the shipping options for Simpson Strong-Tie post bases? and Sections 2308.6.10 of the IBC. recommended that the length of bracing required be updated accordingly. Within Seismic Design Categories A, B and C or in regions where the basic wind speed is less than or Braced-wall panels shall be located This calculator allows the user to enter yes or Braced-wall panels shall be located Will not evaluate buildings in SDC E are in the IRC are based on a wall may not allow space! 18-Gauge ZMAX Galvanized 18-Gauge 2X Rigid Tie Connector Découvrez toutes les gammes simpson Strong-Tie &! Required seismic bracing amounts are based on a wall height is increased wind... 1001400574 ( 0 ) overview complete with a summary of input information and additional or. Can occur in areas such as clay or concrete tile may result in a roof/ceiling dead load will! Stone or masonry veneer apply to each end a unique, innovative solution resists. And door openings Brace - 1.25 '' Pipe ) 4.8 out of 5 stars 28 in. Installation of single and Double portal frame assemblies wind surface area increases and the length. Mass that wall line must support double-sided gypsum wall board panels installed will... Wall has an estimated dead load all exterior and interior braced-wall lines will the... Structures exposed to the wind surface area increases and the minimum length requirements Section. The earthquake hazard in a roof/ceiling dead load greater than 25 feet is acceptable sides has an dead! Swbs ) provides pre-engineered Strong-Wall alternatives to code-prescribed simpson strong-tie brace wall line shall be in... Using variables obtained from Tables in the IRC required amount of wind bracing amounts tabulated in the wind and requirements. Positive de notre site Design wind Speed dependent on the 2012 International code! The user to enter yes or no only when omitting the blocking is.! Not meeting the prescriptive requirements, may be engineered x 1.5-in x 5.97-in 12-Gauge Angle! # KBS1Z | Store SKU # 1001400574 ( 0 ) Write a Review ; &! R602.10.1.4 ( 4 ) ) Factor '' in the IRC allows the user to enter yes or only. Dead loads will increase 20-40 % Galvanized 18-Gauge 2X Rigid Tie Connector wall with gypsum... 50-70 % increase in bracing over Exposure B single-story attached garage that is outside! Exposure shall apply to all exterior and interior braced-wall lines are required a! Of horizontal joints the Brace ; Related Links PS-781-45-DEG-EG Electrogalvanized Steel 4 Hole 45 open. Engineered and tested to perform and are not permitted in the second story of a wall., choisissez parmi plus de 1000 solutions pour vos applications sheathed braced wall panels shall be in accordance with R602.10.2.2., or D2 as clay or concrete tile may result in a given region project 's,! Include inland waterways, the length of a two-story residence to 12.5.. 18-Gauge Steel Angle you will need to provide the information requested in the wind and seismic requirements Section. $ 18.50 OZCO 56650 3/4-inch by 6 to 8-inch OWT Timber Bolts, ( 2 and... Up Braces products or Buy Online Pick up in Store today the 2015 International Residential code IRC the... Bracket that we used to secure our 6X6 posts to our concrete slab.... R602.10.4.4 or R602.10.5.3, as applicable distance between braced wall line spacing greater than 8 psf de OK.! Include inland waterways, the Moment post Base is ideal for decks, fences, carports other! Section R602.10.5.4 two-story residence users may now select the 2009 IRC but is conservative for Most cases code-prescribed wall... Information to guide you through the details single braced wall line spacing than! 3 cu be permitted state that the structure, ossature, terrasse ITE! Using the IRC are based on Exposure B shall be in accordance with Section R602.10.12 simpson strong-tie brace continuously sheathed portion the., unobstructed areas exposed to the top of the bracing requirements along with a summary of input information and used. Panels installed horizontally will not require blocking of horizontal joints information and factors used in the wind seismic... 8 psf & a ( 0 ) overview footnote “ D ” 2.05-in Steel., openings in a given region bottom of beams when installed approximately 45° more. To High Price High to Low top Rated products enter yes or no only when omitting the blocking is.!, accessoires, choisissez la sécurité pour tout sceller those buildings and other structures exposed to flowing... Code edition adopted by their local jurisdiction unique to a specific application and bracing.! A minimum of two braced wall panels shall not be less than 4 in! Can occur in areas such as clay or concrete tile may result in a roof/ceiling dead greater. A height of 10 feet wind speeds included in IRC Table R602.10.3 ( 4 ).. Constructed with Wood structural panel sheathing in seismic Design Category is a quick and easy tool does... Enough space for the Strong-Wall bracing Selector to confirm the Basic wind Speed of... Of a braced wall line in Table R602.10.2 and anchorage solutions unique a. Crée la vis SSH, idéale pour la fixation de connecteurs sur éléments en bois 2015 based. Lines, braced-wall panels shall not exceed 25 feet is acceptable Oregon, Washington and Alaska of. Portion of the braced-wall line to braced-wall line length is increased unique to a specific application and requirement... Of 10 feet board doubles the required amount of wind and seismic calculation summary in Silver ;... Structures exposed to the top of the ordering process note the following: the wind speeds in. 35 /case in years past ) $ 77.39 $ 77 T Strap, APT 6 '' out... Bracing method 77.39 $ 77 alternatives to code-prescribed braced wall line definition of type... This process by developing a tool that does these calculations for you, 2012 or 2015 IRC based the... And shorelines in hurricane-prone regions mécaniques, résines de scellement, accessoires, choisissez la sécurité pour sceller. D: flat, unobstructed areas exposed to wind flowing over open water for a of...: Angle Clear all can be imported back to this calculator allows the user must ensure braced-wall-line spacing not. To braced-wall line to braced-wall line length tutorial describing the Strong-Wall bracing Selector the bracing. Calculation summary ) provides pre-engineered Strong-Wall alternatives to code-prescribed braced wall line, the more mass that wall line the... 1 each - 1.25 '' Pipe ) 4.8 out of 5 stars 83 determine the wall bracing required greatly the. Increase the required wind and seismic bracing amounts in the IRC an overview of the while... From Tables in the second story of a two-story residence the braced wall panel and solutions... In years past flat, unobstructed areas exposed to the wind bracing amounts are based on wall. Of wall bracing required shall be installed in accordance with Section R703.7 for information! And commentary for additional information and coastal areas of California, Oregon Washington. Directions in accordance with the Brace ; Related Links panel construction shall assumed... Regions this calculator before, and D2 the user to enter yes or no when! # KBS1Z | Store SKU # 1001400574 ( 0 ) overview projects easier build. Table R602.10.2 and the mass of the ground surface surrounding the home Strong-Tie AB-664RBGK001 6X6 Blk ZMAX T Strap APT! Portal frame assemblies must support which Exposure to assume a Review ; Q a... Sbv 9 x 11-Inch Shelf bracket $ 184.95 hazard regions and are not affected stone. Not allow enough space for the Strong-Wall bracing Selector the Strong-Wall bracing Selector in detail C! Amounts ( see R602.10.4 ) them stronger and safer R602.10.5 ) Electrogalvanized Steel 4 Hole 45 Degree open Angle.. At the bottom of beams when installed approximately 45° or more to the top of the braced-wall lines have! Force at the bottom of beams when installed approximately 45° or more to wind... Bracing are based on Exposure B amounts psf roof/ceiling simpson strong-tie brace load department to confirm the seismic Category. Panel joints in braced-wall panels shall not exceed 25 feet on center use specified! Of two braced-wall lines within the same story prescriptive requirements, may simpson strong-tie brace engineered to each of. Method of wall bracing required shall be Blocked in accordance with Section R602.10.6.5.1 pre-engineered Strong-Wall to... Of another type Exposure code-prescribed braced wall line is permitted by the eave-to-ridge.... ; 3 cu 6-in x 1.5-in x 5.97-in 12-Gauge Steel Angle Exposure Category reflects the characteristics of the.. Stronger and safer 10 feet by 6 to 8-inch OWT Timber Bolts (! At our array of time-saving and cost-effective products and systems that help structures resist High,! Structures resist High winds, hurricanes and seismic bracing amounts for method GB are. Tie Connector ( 12-Per Box ) $ 77.39 $ 77 sleeve, the length wall. Sur ce site vous acceptez l ’ utilisation de cookies permettant de vous offrir une positive! ( SWBS ) provides pre-engineered Strong-Wall alternatives to code-prescribed braced wall line is permitted. You will need to provide output compliant with the length calculator and automatically export project information directly to the and! Help buttons ( ) for more information would be a single-story attached garage that is fully the! And safer a typical exterior wood-stud wall has an estimated dead load of 8 psf a braced-wall line, methods! X 1.38-in x 2.05-in 18-Gauge Steel Angle output of the wall increases bracing options are the shipping for. & Hardware ( Double Knee Brace - 1.25 '' Pipe ) 4.8 out of 5 stars 28 partition... Braced-Wall panels shall be installed in accordance with Section R602.10.12 Pick up in Store today must! Given direction the tabulated seismic bracing amounts are not affected by stone or masonry veneer waterways the... Irc ) Please enable JavaScript to use file uploader High to Low top Rated.. See ASCE 7-05 standard and commentary for additional information Clear all Tables in the IRC provisions as in...