Including RedForm LVL, RedForm-I65, I90 and I90H Joists. Lightweight for Fast Installation. Compatible with Standard Framing

Size: px
Start display at page:

Download "Including RedForm LVL, RedForm-I65, I90 and I90H Joists. Lightweight for Fast Installation. Compatible with Standard Framing"

Transcription

1 FORMING AND SHORING Including RedForm LVL, RedForm-I65, I90 and I90H Joists Lightweight for Fast Installation Compatible with Standard Framing Available in Long Lengths Uniform and Predictable Resource-efficient Resists Bowing, Twisting and Shrinking Works with Multiple Spans Limited Product Warranty RedBuilt.com

2 INTRODUCTION Welcome to RedBuilt Industrial Utilizing products that were pioneered by our founders, RedBuilt lifts the Industrial application to a whole new level of service. Backed by our manufacturing technologies and supported by industry-leading technical service and sales support for contractors and engineers, RedBuilt can help you increase productivity, lower costs and work safer. EFFICIENT FORMING PRODUCTS The characteristics of and RedForm I-joists make them ideal for working in concrete forming applications. With many of the natural inconsistencies found in wood like knots, splits and wane removed during the manufacturing process, reliable engineered and I-joist forms stand up to multiple reuses. You ll find all the reliable, innovative products that you ve been using, and you ll work with a single-source, service-oriented supplier. TABLE OF CONTENTS Structural Solutions 3 RedForm I-joist Descriptions 4 Beam Design Stresses 4 Design Properties 5 RedForm I-joist Load Table 6 Cambered RedForm I-joist Load Table 7 Beam Load Tables 8 9 for Bridge Decks 10 Bridge Deck Form and Post Shore Load Table 11 Wall and Column Forming 12 Wall Forms 13 Bridge Deck Forms 14 Bridge Deck Form Details 15 Bearing and Lateral Support Details 16 RedForm I-joist Table Assembly 17 Storage and Handling 18 Form Work Inspection 19 ABOUT THIS GUIDE The RedBuilt Forming and Shoring Specifier s Guide is one of several guides that offer technical information and design recommendations for RedBuilt products. This guide provides information regarding engineered wood products in forming and shoring applications. 2

3 STRUCTURAL SOLUTIONS Form Beams, Wales and Shores Supports heavy loads Available in long lengths Uniform, flat and level forming surfaces Durable for multiple reuse The following sizes are available: Form Beams Widths: 1 1 2", 1 3 4", 2 1 2" and 3 1 2" Depths: 3 1 2" " Wales Widths: 1 1 2", 1 3 4" and 2 1 2" Depths: 5 1 2" " Shores 3 1 2" x 3 1 2" Some sizes may not be available in your region. Custom sizes also available. RedForm I-joists Lightweight for fast installation Durable for multiple reuse Available in long lengths Resists bowing, twisting, and shrinking Camber available for long-span capability The following sizes are available: RedForm-I65 and I90 Joists Depths: 9 1 2", " and 14" 20" in 2" increments RedForm-I90H Joists Depths: " and 14" 20" in 2" increments Some sizes may not be available in your region. Custom sizes also available. BUILD SAFELY Please be sure you read, understand, and follow all OSHA fall protection guidelines. We at RedBuilt are committed to working safely and want to remind you to do the same. We encourage you to follow the recommendations of OSHA ( in the U.S. regarding: Personal protective equipment (PPE) for hands, feet, head and eyes Fall protection Use of pneumatic nailers and other hand tools Forklift safety Please adhere to all applicable RedBuilt product installation details. 3

4 REDFORM I-JOIST DESCRIPTIONS 2 1 2" 3 1 2" 3 1 2" 1 1 2" 1 1 2" 1 3 4" 7 16" 9 1 2", ", 14" 20" 7 16" 9 1 2", ", 14" 20" 7 16" ", 14" 20" RedForm-I65 Joist Top and bottom flanges of 1 1 2" x 2 1 2" RedLam LVL with 7 16" OSB web. RedForm-I90 Joist Top and bottom flanges of 1 1 2" x 3 1 2" RedLam LVL with 7 16" OSB web. Joist depths from 14" 20" are available in 2" increments RedForm-I90H Joist Top and bottom flanges of 1 3 4" x 3 1 2" RedLam LVL with 7 16" OSB web. BEAM DESIGN STRESSES Orientation RedLam LVL RedLam LVL Beam/Joist Plank (5) Grade 2.0E 2.0E Shear modulus of elasticity G = 125,000 psi 125,000 psi Modulus of elasticity E = 2.0 x 10 6 psi 2.0 x 10 6 psi Flexural stress F b = 2,900 psi (1) 3,255 psi Tension stress F t = 1,660 psi (2) 1,660 psi (2) Compression perpendicular to grain F c = 750 psi (3) 480 psi (3) Compression parallel to grain F cii = 2,635 psi 2,635 psi Horizontal shear parallel to grain F v = 285 psi 190 psi Equivalent specific gravity SG = 0.50 (4) 0.50 (4) 12 (1) For 12" depth. For other depths, multiply F b by [ ] d (2) F t is adjusted for volume effects for a range of common conditions. (3) F c may not be increased for duration of load. (4) For lateral connection design only. (5) For square members only. Other rectangular members should be used in beam orientation. Values are for new or like-new product. Beam and Plank Orientation Diagrams Beam Orientation Load parallel to glue lines. Multiple-Member Connection for Top-Loaded Beams 1 1 2" and 1 3 4" Wide Pieces: Minimum of 3 rows of 10d (0.128" x 3") nails at 12" on-center. Plank Orientation Load perpendicular to glue lines. Minimum of 4 rows of 10d (0.128" x 3") nails at 12" on-center for 14" or deeper. If using 12d (0.148" x 31 4") or 16d (0.162" x 3 1 2") nails, the number of nailing rows may be reduced by one. Load must be applied evenly across entire beam width. Contact your RedBuilt representative for recommendations for side-loaded beams " Wide Pieces: Minimum of 2 rows of 1 2" bolts at 24" on-center, staggered. Load must be applied evenly across entire beam width. Contact your RedBuilt representative for recommendations for side-loaded beams. Multiple pieces can be nailed or bolted together to form a header or beam of the required size, up to a maximum width of 7" 4

5 DESIGN PROPERTIES RedForm I-joist Allowable Design Properties RedForm I-joist I65 I90 I90H Design Property Depth 9 1 2" " 14" 16" 18" 20" (1) Moment (ft-lbs) 5,867 7,595 9,035 10,360 11,680 12,985 Shear (lbs) 1,880 2,165 2,390 2,620 2,850 3,085 El x 10 6 (in. 2 -lbs) ,085 1,391 Weight (plf) Allowable Reaction (lbs) At End Support (2) 2,120 2,120 2,120 2,120 2,120 2,120 Allowable Reaction (lbs) At Intermediate Support (2) 3,785 3,785 3,785 3,785 3,785 3,785 Moment (ft-lbs) 8,342 10,805 12,860 14,755 16,635 18,490 Shear (lbs) 1,880 2,165 2,390 2,620 2,850 3,085 El x 10 6 (in. 2 -lbs) ,121 1,472 1,877 Weight (plf) Allowable Reaction (lbs) At End Support (2) 2,120 2,120 2,120 2,120 2,120 2,120 Allowable Reaction (lbs) At Intermediate Support (2) 4,465 4,465 4,465 4,465 4,465 4,465 Moment (ft-lbs) 12,330 14,725 16,950 19,135 21,315 Shear (lbs) 2,165 2,390 2,620 2,850 3,085 El x 10 6 (in. 2 -lbs) ,250 1,644 2,098 Weight (plf) Allowable Reaction (lbs) At End Support (2) 2,120 2,120 2,120 2,120 2,120 Allowable Reaction (lbs) At Intermediate Support (2) 4,610 4,610 4,610 4,610 4,610 (1) All 20" depth RedForm I-joists require web stiffeners. See page 17 for fastening requirements. (2) For RedForm I-joists, reaction values are based on an assumed minimum bearing length of 3 1 2" at the ends, 5 1 4" at intermediate supports. For RedForm I-joists, the following formula approximates the uniform load deflection of Δ (inches): Δ = 22.5 wl 4 + El 2.26 wl 2 d x 10 5 w = uniform load in pounds per linear foot L = clear span in feet d = out-to-out depth of the joist in inches El = value from table Allowable Design Properties (1) Grade Width Design Property Depth 3 1 2" 4" 5 1 2" 6" 7 1 4" 8" 9 1 4" 10" " Moment (ft-lbs) 985 1,263 2,286 2,689 3,826 4,597 6,025 6,968 8, " Shear (lbs) 1,122 1,283 1,763 1,924 2,325 2,565 2,966 3,206 3,607 El x 10 6 (in. 2 -lbs) Weight (plf) Moment (ft-lbs) 1,149 1,473 2,667 3,137 4,464 5,363 7,029 8,129 10, " Shear (lbs) 1,309 1,496 2,057 2,244 2,712 2,993 3,460 3,741 4,208 El x 10 6 (in. 2 -lbs) E Weight (plf) Moment (ft-lbs) 1,641 2,105 3,810 4,481 6,377 7,661 10,042 11,613 14, " Shear (lbs) 1,870 2,138 2,939 3,206 3,874 4,275 4,943 5,344 6,012 El x 10 6 (in. 2 -lbs) Weight (plf) Moment (ft-lbs) 1,968 (2) 2,946 5,334 6,274 8,927 10,725 14,059 16,258 20, " Shear (lbs) 1,746 (2) 2,993 4,115 4,489 5,424 5,985 6,920 7,481 8,416 El x 10 6 (in. 2 -lbs) Weight (plf) (1) For product in beam orientation, unless otherwise noted. (2) For plank or beam orientation. For, the following formula approximates the uniform load deflection of Δ (inches): Δ = 270wL 4 Ebd wL 2 Ebd w = Uniform load in plf L = Span, feet E = Modulus of Elasticity, psi b = Beam width, inches d = Beam depth, inches General Notes RedForm I-joist and values have been adjusted for wet use (no ground contact or saturated use) and construction load duration (125%). Values are for new or like-new product. 5

6 REDFORM I-JOIST LOAD TABLE RedForm I-joist (PLF) Span Conditions I65 I90 I90H 9 1 2" " 14" 16" 18" 20" 9 1 2" " 14" 16" 18" 20" " 14" 16" 18" 20" Concrete Total ' Continuous Concrete Total Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete Total ' Continuous Concrete Total Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete Total ' Continuous Concrete Total Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete Total ' Continuous Concrete Total Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete Total ' Continuous Concrete Total Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete Total ' Continuous Concrete Total Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete Total ' Continuous Concrete Total Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete Total ' Continuous Concrete Total Min. End Bearing (in.) Min. Int. Bearing (in.) General Notes Table is based on: Design Load = concrete load + 50 psf live load + 5 psf form load 100 psf. Uniform loads. More restrictive of simple or continuous span. Ratio of short span to long span should be greater than 0.4 to prevent uplift. Wet use (no ground contact or saturated use) and construction load duration (125%). New or like-new product. Concrete values are based on the more restrictive deflection of L/360 or 1 4". All joists 20" deep require web stiffeners at end and intermediate bearings. Shallower depth joists do not. See page 17 for attachment requirements. It may be possible to reduce the required bearing lengths by using web stiffeners; contact your RedBuilt Representative for additional information. Joists must be laterally supported at the ends (see details on page 16) and every 24" (maximum) along compression edge. See Page 7 for information on how to use this table 6

7 Cambered RedForm I-joist (PLF) CAMBERED REDFORM I-JOIST LOAD TABLE Span Conditions I65 I90 I90H 9 1 2" " 14" 16" 18" 20" 9 1 2" " 14" 16" 18" 20" " 14" 16" 18" 20" Concrete Load ' Total Load Min. Bearing (in.) Concrete Load ' Total Load Min. Bearing (in.) Concrete Load ' Total Load Min. Bearing (in.) Concrete Load ' Total Load Min. Bearing (in.) Concrete Load ' Total Load Min. Bearing (in.) Concrete Load ' Total Load Min. Bearing (in.) Concrete Load ' Total Load Min. Bearing (in.) Concrete Load ' Total Load Min. Bearing (in.) Concrete Load ' Total Load Min. Bearing (in.) Concrete Load ' Total Load Min. Bearing (in.) Concrete Load ' Total Load Min. Bearing (in.) Concrete Load ' Total Load Min. Bearing (in.) How To Use These Tables 1. Calculate the total load and the concrete load (neglect beam weight) on the beam in pounds per linear foot (plf). 2. Locate a Span that meets or exceeds the required beam span. See Span Definition on page Scan horizontally to find the proper width and depth where both the concrete and total load capacities meet or exceed the actual loads. 4. Review bearing length requirements to ensure adequacy. Example Given: RedForm I-joists spaced at 19.2" o.c.; span of 20' Concrete Load (CL) = 6" concrete slab of 12.5 psf /inch concrete = 75 psf Live Load (LL) = 50 psf; Dead Load (DL) = 5 psf form load Calculate the PLF Concrete Load: 75 psf x (19.2"/12") = 120 plf Verify that the minimum load requirement (CL + LL + DL > 100 psf) is met: 75 psf + 50 psf + 5 psf = 130 psf OK Calculate the PLF Total Load: (75 psf + 50 psf + 5 psf) x (19.2"/12") = 208 plf Find a solution in the tables on pages 6 and 7 that meets or exceeds both the Concrete and Total Loads calculated. Possible non-cambered solution: 20" RedForm-I90H. 4" of bearing at each end and web-stiffeners required. Possible cambered solutions: 18" RedForm-I65, 16" RedForm-I90, or 14" RedForm-I90H. 4" of bearing at each end required. General Notes Table is based on: Total Load = concrete load + 50 psf live load + 5 psf form load 100 psf. Uniform loads. spans. Fully-cambered joists. Camber will gradually be lost after multiple pours. Do not use this table for joists that have lost their camber. Wet use (no ground contact or saturated use) and construction load duration (125%). New or like-new product. Cantilevers greater than 2' or more than 20% of the back span require further analysis. Contact your RedBuilt representative for assistance. Concrete loads are based on the more restrictive net downward deflection (total deflection minus camber) of either L/360 or 1 4". Cambered RedForm I-joists are manufactured with a radius of 2,250'. For more information on camber, see page 19. All joists 20" deep require web stiffeners at end and intermediate bearings. Shallower depth joists do not. See page 17 for attachment requirements. It may be possible to reduce the required bearing lengths by using web stiffeners; contact your RedBuilt representative for additional information. Joists must be laterally supported at the ends (see details on page 16) and every 24" (maximum) along compression edge. 7

8 REDFORM LVL FORM BEAM LOAD TABLE Form Beam (PLF) Span Conditions 1 1 2" Width 1 3 4" Width 3 1 2" 4" 5 1 2" 6" 7 1 4" 8" 9 1 4" 10" " 3 1 2" 4" 5 1 2" 6" 7 1 4" 8" 9 1 4" 10" " Concrete ,136 2,032 3,020 3,033 3,033 3, ,058 1,325 2,371 3,523 3,539 3,539 3,538 Total ,358 1,589 2,274 3,034 3,033 3,033 3, ,584 1,854 2,653 3,540 3,539 3,539 3,538 4' Concrete ,021 1,146 1,582 1,990 2,677 2,677 2, ,191 1,337 1,846 2,322 3,124 3,123 3,123 Continuous Total ,021 1,146 1,582 1,990 2,677 2,677 2, ,191 1,337 1,846 2,322 3,124 3,123 3,123 Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete ,401 2,283 2,426 2, ,160 1,634 2,664 2,830 2,829 Total ,402 1,755 2,409 2,426 2, ,149 1,636 2,048 2,810 2,830 2,829 5' Concrete ,068 1,261 1,649 1,890 2, ,246 1,471 1,924 2,205 2,446 Continuous Total ,068 1,261 1,649 1,890 2, ,246 1,471 1,924 2,205 2,446 Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete ,266 1,629 2, ,477 1,901 2,357 Total ,142 1,632 1,896 2, ,108 1,332 1,904 2,212 2,357 6' Concrete ,183 1,349 1, ,097 1,381 1,573 1,907 Continuous Total ,183 1,349 1, ,097 1,381 1,573 1,907 Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete , ,150 1,685 Total ,108 1,332 1, ,293 1,554 2,019 7' Concrete ,041 1, ,081 1,215 1,470 Continuous Total ,041 1, ,081 1,215 1,470 Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete ,090 Total , ,126 1,467 8' Concrete , ,180 Continuous Total , ,180 Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete Total ' Concrete Continuous Total Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete Total ' Concrete Continuous Total Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete Total ' Concrete Continuous Total Min. End Bearing (in.) Min. Int. Bearing (in.) How To Use These Tables 1. Calculate the total load and the concrete load (neglect beam weight) on the beam in pounds per linear foot (plf). 2. Locate a Span that meets or exceeds the required beam span. See Span Definition on page Scan horizontally to find the proper width and depth where both the concrete and total load capacities meet or exceed the actual loads. 4. Review bearing length requirements to ensure adequacy. 5. If the selected beam is too deep or the Min. End or Min. Int. Bearing lengths are too long, select a wider beam that may require less depth and less bearing length. General Notes Tables are based on: Design Load = concrete load + 50 psf live load + 5 psf form load 100 psf. Member oriented with load parallel to glue lines (beam orientation). See page 4. Uniform loads. More restrictive of simple or continuous span. Ratio of short span to long span should be greater than 0.4 to prevent uplift. Wet use (no ground contact or saturated use) and construction load duration (125%). New or like-new product. Bearing lengths are based on F c = 750 psi. Concrete values are based on the more restrictive deflection of L/360 or 1 4". Beams must be laterally supported at the ends (see details on page 16) and every 24" (maximum) along the compression edge. 8

9 Form Beam (PLF) REDFORM LVL FORM BEAM LOAD TABLE Span Conditions 2 1 2" Width 3 1 2" Width 3 1 2" 4" 5 1 2" 6" 7 1 4" 8" 9 1 4" 10" " 3 1 2" 4" 5 1 2" 6" 7 1 4" 8" 9 1 4" 10" " Concrete ,289 2,110 2,715 3, ,387 1,805 2,954 3,801 4,714 Total ,112 1,583 1,903 2,720 3,159 3, ,323 1,557 2,217 2,664 3,809 4,423 4,714 6' Continuous Concrete ,004 1,375 1,567 1,972 2,248 2, ,104 1,406 1,925 2,193 2,761 3,147 3,813 Total ,049 1,375 1,567 1,972 2,248 2, ,249 1,469 1,925 2,193 2,761 3,147 3,813 Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete ,273 1,642 2, ,165 1,782 2,299 3,371 Total ,143 1,373 1,847 2,220 2, ,123 1,600 1,922 2,586 3,108 4,039 7' Continuous Concrete ,087 1,268 1,544 1,735 2, ,522 1,775 2,162 2,430 2,940 Total ,087 1,268 1,544 1,735 2, ,069 1,522 1,775 2,162 2,430 2,940 Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete ,063 1, ,157 1,488 2,180 Total ,037 1,360 1,608 2, ,208 1,452 1,904 2,251 2,933 8' Continuous Concrete ,277 1,420 1, ,004 1,320 1,787 1,988 2,361 Total ,277 1,420 1, ,157 1,390 1,787 1,988 2,361 Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete ,317 Total ,063 1,230 1, ,134 1,488 1,721 2,209 9' Continuous Concrete ,109 1, ,254 1,552 1,980 Total ,023 1,183 1, ,091 1,432 1,657 1,980 Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete Total , ,194 1,382 1,737 10' Continuous Concrete , ,039 1,446 Total , ,154 1,335 1,671 Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete Total ,179 12' Continuous Concrete Total ,145 Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete Total ' Continuous Concrete Total Min. End Bearing (in.) Min. Int. Bearing (in.) Concrete Total ' Continuous Concrete Total Min. End Bearing (in.) Min. Int. Bearing (in.) See page 8 for General Notes and information on how to use this table. Span Definition span Continuous span C L 9

10 2.0E REDFORM LVL DOUBLE WALES FOR BRIDGE DECKS Double Wale 1 1 2" Width (PLF) Span Conditions 5 1 2" 6" 7 1 4" 8" 9 1 4" 10" " Concrete Load ,189 1,547 2,532 3,258 4,931 6' Total Load 1,134 1,334 1,900 2,283 3,264 3,791 5,009 Min. Bearing (in.) Concrete Load ,528 1,971 2,938 7' Total Load ,371 1,648 2,216 2,664 3,524 Min. Bearing (in.) Concrete Load ,275 1,868 8' Total Load ,035 1,244 1,632 1,930 2,514 Min. Bearing (in.) Concrete Load ,129 9' Total Load ,275 1,475 1,893 Min. Bearing (in.) Concrete Load ' Total Load ,024 1,184 1,489 Min. Bearing (in.) Concrete Load ' Total Load ,211 Min. Bearing (in.) Concrete Load ' Total Load ,010 Min. Bearing (in.) Double Wale 2 1 2" Width (PLF) Span Conditions 5 1 2" 6" 7 1 4" 8" 9 1 4" 10" " Concrete Load 923 1,178 1,981 2,578 4,220 5,430 8,218 6' Total Load 1,891 2,224 3,167 3,806 5,441 6,319 8,348 Min. Bearing (in.) Concrete Load ,269 1,664 2,546 3,285 4,896 7' Total Load 1,364 1,604 2,285 2,746 3,694 4,440 5,873 Min. Bearing (in.) Concrete Load ,106 1,652 2,126 3,114 8' Total Load 1,029 1,211 1,725 2,074 2,720 3,216 4,191 Min. Bearing (in.) Concrete Load ,042 1,293 1,881 9' Total Load ,348 1,620 2,126 2,459 3,155 Min. Bearing (in.) Concrete Load ,207 10' Total Load 759 1,081 1,300 1,706 1,974 2,482 Min. Bearing (in.) Concrete Load ' Total Load 886 1,066 1,399 1,618 2,018 Min. Bearing (in.) Concrete Load ' Total Load 889 1,167 1,350 1,684 Min. Bearing (in.) How To Use These Tables 1. Calculate the total load and the concrete load (neglect beam weight) on the double wale in pounds per linear foot (plf). 2. Select the appropriate table. 3. Locate a Span that meets or exceeds the required beam span. See Span Definition on page 9. General Notes Tables are based on: Member oriented with load parallel to glue lines (beam orientation). See page 4. Uniform loads. spans. Wet use (no ground contact or saturated use) and construction load duration (125%). New or like-new product. Double Wale 1 3 4" Width (PLF) Span Conditions 5 1 2" 6" 7 1 4" 8" 9 1 4" 10" " Concrete Load ,387 1,805 2,954 3,801 5,753 6' Total Load 1,323 1,557 2,217 2,664 3,809 4,423 5,843 Min. Bearing (in.) Concrete Load ,165 1,782 2,299 3,427 7' Total Load 955 1,123 1,600 1,922 2,586 3,108 4,111 Min. Bearing (in.) Concrete Load ,157 1,488 2,180 8' Total Load ,208 1,452 1,904 2,251 2,933 Min. Bearing (in.) Concrete Load ,317 9' Total Load ,134 1,488 1,721 2,209 Min. Bearing (in.) Concrete Load ' Total Load ,194 1,382 1,737 Min. Bearing (in.) Concrete Load ' Total Load ,133 1,412 Min. Bearing (in.) Concrete Load ' Total Load ,179 Min. Bearing (in.) Example Given: RedForm LVL double wales spaced at 8' o.c. span of 9' Concrete Load (CL) = 6" concrete slab of 12.5 psf/inch concrete = 75 psf Live Load (LL) = 50 psf; Dead Load (DL) = 5 psf form load Calculate the PLF Concrete Load: 75 psf x 8' = 600 plf Verify that the minimum load requirement (CL + LL + DL 100 psf) is met: 75 psf + 50 psf + 5 psf = 130 psf > 100 psf minimum OK Calculate the PLF Total Load: (75 psf + 50 psf + 5 psf) x 8' = 1,040 plf Find a solution in the tables on this page that meets or exceeds both the Concrete and Total Loads calculated. Possible Double Wale solutions: 1.5" x 9.25", 1.75" x 9.25", or 2.5" x 8". 3.5" of bearing on each end required. Double wales include two pieces of. See pages 14 and 15 for assembly and typical construction details. Bearing lengths based on = 750 psi. Concrete values are based on the more restrictive deflection of L/360 or 1 4". Beams must be laterally supported at the ends (see details on page 16) and every 24" (maximum) along compression edge. 10

11 2.0E REDFORM LVL POST SHORE LOAD TABLE Typical Slab Form Assembly Sheathing Concrete slab Lateral bracing. See page 16 for details. RedForm I-joists, or form beams form beam Bracing throughout system (by others) shores Wedges Mudsill Post Shore Allowable Design Stresses (Dry Use, 100% Load Duration) Modulus of elasticity E = 2.0 x 10 6 psi Flexural stress F b = 2,750 psi (1) Compression parallel to grain F cii = 2,635 psi (1) For 12" depth. For other depths, multiply by [ ] Values are for new or like-new product. General Notes Table is based on: One-piece column members. Bracing in both directions at the column ends. Effective column length is equal to the actual column length. Wet use (no ground contact or saturated use) and construction load duration (125%). National Design Specification for Wood Construction (NDS ) Allowable loads accommodate axial loads with 1 6 column width/thickness eccentricity. For other conditions, refer to the NDS. Custom shoring also available. Contact your RedBuilt industrial representative for more information. d Shoring Allowable Loads (lbs) Length 3 1 2" x 3 1 2" 4' 18,080 5' 14,820 6' 11,910 7' 9,630 8' 7,900 9' 6,580 10' 5,550 11' 4,740 12' 4,100 11

12 WALL AND COLUMN FORMING WITH 2.0E REDFORM LVL Double Wale Assembly for Wall Applications Tie Wood spacer strips sized to fit ties between and to avoid splitting Typical Wall Form Assembly form beam double wales Plywood sheathing form beam studs Spacers to be located at 4' o.c. maximum 16d (0.162" x 3 1 2") nails 3 nails for depth 6 1 2" 4 nails for depth > 6 1 2" Ties Tie o.c. spacing Maximum Lateral Wall Pressure (PSF) Rate of Placement Concrete Temperature F (ft/hr) ,013 1,186 1, ,060 1,242 1, ,107 1,298 1, ,010 1,153 1,354 1, ,050 1,200 1,410 1, ,090 1,247 1,466 1, ,008 1,130 1,293 1,522 1, ,043 1,170 1,340 1,578 1,935 Stud o.c. spacing Double wale o.c. spacing Bottom tie should be no more than 9" above the bottom of the form Maximum Lateral Column Pressure (PSF) Rate of Placement (ft/hr) 1 2 Concrete Temperature F psf minimum governs , ,050 1, ,050 1,230 1, ,050 1,200 1,410 1, ,050 1,179 1,350 1,590 1, ,050 1,163 1,307 1,500 1,770 2, ,150 1,275 1,436 1,650 1,950 2, ,250 1,388 1,564 1,800 2,130 2, ,350 1,500 1,693 1,950 2,310 2, ,450 1,613 1,821 2,100 2, ,550 1,725 1,950 2,250 2, ,750 1,950 2,207 2, ,950 2,175 2,464 2, ,150 2,400 2, ,350 2,625 2, ,550 2, ,750 3,000 psf maximum governs 28 2, General Notes Tables for maximum lateral pressures assume concrete with: Type I or Type III cement without retarders (C c =1.0). Density between pcf (C w =1.0). Normal internal vibration to a depth of 4' or less. For conditions other than those listed above, refer to ACI Form Beams Studs (PSF) Member Size 1 1 2" x 3 1 2" 1 1 2" x 5 1 2" 1 3 4" x 3 1 2" 1 3 4" x 5 1 2" 2 1 2" x 3 1 2" 2 1 2" x 5 1 2" 3 1 2" x 3 1 2" 3 1 2" x 5 1 2" Stud o.c. Maximum Span Between Wales Spacing 18" 24" 30" 36" 42" 48" 54" 60" 10" 2,916 1,966 1,350 1, " 2,430 1,638 1, " 2,083 1, " 1,823 1, " 2,916 2,102 1,644 1,349 1, " 2,430 1,752 1,370 1, " 2,083 1,502 1, " 1,823 1,314 1, " 3,000 2,294 1,575 1, " 2,835 1,912 1, " 2,430 1,638 1, " 2,126 1, " 3,000 2,453 1,917 1,574 1,335 1,159 1, " 2,835 2,044 1,598 1,312 1, " 2,430 1,752 1,370 1, " 2,126 1,533 1, " 3,000 3,000 2,250 1,713 1, " 3,000 2,731 1,875 1,428 1, " 3,000 2,341 1,607 1, " 3,000 2,048 1,406 1, " 3,000 3,000 2,739 2,249 1,907 1,656 1,463 1,310 12" 3,000 2,920 2,283 1,874 1,589 1,380 1,219 1,092 14" 3,000 2,503 1,957 1,606 1,362 1,183 1, " 3,000 2,190 1,712 1,405 1,192 1, " 3,000 3,000 2,100 1,599 1,291 1, " 3,000 2,549 1,750 1,333 1, " 3,000 2,185 1,500 1, " 2,722 1,912 1, " 3,000 3,000 3,000 3,000 2,670 2,318 2,048 1,834 12" 3,000 3,000 3,000 2,623 2,225 1,932 1,707 1,528 14" 3,000 3,000 2,739 2,249 1,907 1,656 1,463 1,310 16" 3,000 3,000 2,397 1,968 1,669 1,449 1,280 1,146 See page 13 for information on how to use this table and for general notes. 12

13 WALL FORMS Form Beams Double Wales (PSF) Member Size Double 1 1 2" x 3 1 2" Double 1 1 2" x 5 1 2" Double 1 1 2" x 6" Double 1 1 2" x 7 1 4" Double 1 3 4" x 3 1 2" Double 1 3 4" x 5 1 2" Double 1 3 4" x 6" Double 1 3 4" x 7 1 4" Double 2 1 2" x 5 1 2" Double Wale Maximum Span Between Ties On-Center Spacing 12" 14" 16" 19.2" 24" 26" 28" 30" 32" 12" 3,000 3,000 3,000 2,931 2,210 2,004 1,834 1,690 1,567 24" 2,777 2,268 1,874 1,466 1,105 1, " 1,851 1,512 1, " 1,389 1, " 3,000 3,000 3,000 3,000 2,592 2,380 2,201 2,046 1,912 24" 2,777 2,333 2,011 1,647 1,296 1,190 1,100 1, " 1,851 1,555 1,341 1, " 1,389 1,166 1, " 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 24" 3,000 3,000 3,000 3,000 2,239 1,997 1,802 1,642 1,508 36" 3,000 3,000 2,592 2,064 1,492 1,331 1,201 1,094 1,005 48" 2,859 2,314 1,944 1,548 1, " 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 3,000 24" 3,000 3,000 3,000 3,000 2,371 2,160 1,984 1,834 1,705 36" 3,000 3,000 2,592 2,064 1,580 1,440 1,322 1,223 1,137 48" 2,859 2,314 1,944 1,548 1,185 1, " 3,000 2,646 2,186 1,710 1,289 1,169 1, " 2,160 1,764 1,457 1, " 1,620 1,323 1, " 1,296 1, " 3,000 2,722 2,346 1,922 1,512 1,389 1,284 1,194 1,115 36" 2,160 1,814 1,564 1,281 1, " 1,620 1,361 1, " 1,296 1, " 3,000 3,000 3,000 3,000 2,612 2,329 2,102 1,915 1,759 36" 3,000 3,000 3,000 2,408 1,741 1,553 1,401 1,277 1,173 48" 3,000 2,700 2,268 1,806 1,306 1,165 1, " 2,668 2,160 1,814 1,445 1, " 3,000 3,000 3,000 3,000 2,766 2,520 2,314 2,140 1,989 36" 3,000 3,000 3,000 2,408 1,844 1,680 1,543 1,426 1,326 48" 3,000 2,700 2,268 1,806 1,383 1,260 1,157 1, " 2,668 2,160 1,814 1,445 1,106 1, " 3,000 3,000 3,000 3,000 3,000 3,000 2,753 2,508 2,303 36" 3,000 3,000 3,000 3,000 2,280 2,034 1,835 1,672 1,536 48" 3,000 3,000 3,000 2,412 1,710 1,525 1,376 1,254 1,152 60" 3,000 3,000 2,592 1,929 1,368 1,220 1,101 1, Bearing Length 3" 3" 5" 5" 3" 3" 5" 5" 5" How to use These Tables 1. Determine the condition you are sizing for (studs, page 12, or double wales above) and select the appropriate table. Refer to Typical Wall Form Assembly detail. 2. Determine the wall or column pressure on the forms in pounds per square foot (psf) using either the maximum lateral pressure tables on page 12, or appropriate data applicable to the concrete and conditions. 3. Using either the member on-center spacing, or the span between ties or wales required by your application, scan down or to the right to choose the optimum double wale or stud. In general, sizing of deeper beam members results in a more economical system. 4. If sizing a double wale, be sure to check the bearing length in the far right column. General Notes Values shown are maximum uniform loads in pounds per square foot (psf). Spans indicated are continuous. When sizing a continuous span application, use the longest span. Where ratio of short span to long span is less than 0.4, contact your RedBuilt representative. Wall pressures are limited by worst case deflection of L/360 or 1 4". Tables have been adjusted for wet use (above ground service, no ground contact and no saturated use) and construction load duration (125%). Members may be cantilevered a maximum of 25% of span shown in table. Bearing lengths are based on F c =750 psi. All wall forms must be securely braced to resist wind or other external loads. See ACI 347 for bracing recommendations. Wall pressures indicated are based on stud or double wale capacities. All accessories (sheathing, ties, bracing, fasteners, etc.) must be specified by qualified designers. Stud design tables assume 3.5" bearing length. Where the bearing length is other than 3.5", contact your RedBuilt representative. 13

14 BRIDGE DECK FORMS Double Wale Assembly for Bridge Deck Applications Wood spacer strips: Thickness equal to coil bolt diameter Width as required to avoid splitting Recessed from the ends of the waler to accommodate the coil bolts Two rows of 16d (0.162" x 3 1 2") at 12" o.c. Typical Bridge Deck Formwork Systems Refer to the formwork drawings for waler and joist spacings and proper orientation. The high strength of RedBuilt Form Beams permits wider waler and/or joist spacings. Verify the adequacy of the plywood deck and coil bolt hangers or the adjustable hangers. A joists and double walers suspended from steel bridge girders by coil bolt hangers. See section detail A1 Plywood Steel girder Coil bolt hanger B joists and double walers suspended from pre-cast concrete bridge girders by coil bolt hangers. See section details B1 B3 Plywood Coil bolt hanger Pre-cast concrete girder C joists suspended from steel or pre-cast concrete bridge girders by adjustable hangers. See section detail C1 Plywood Steel girder Adjustable hanger Pre-cast concrete girder 14

15 BRIDGE DECK FORM DETAILS Detail A1 Detail B1 Steel girder Coil bolt hanger joist Coil bolt hanger double waler double waler Pre-cast concrete girder Plate washer Cut cannot exceed past inside face of bearing unless shown on approved formwork drawing or approved by the formwork designer. Detail B2 Detail B3 Coil bolt hanger joist Coil bolt hanger joist Sawn lumber sleeper Pre-cast concrete girder double waler Pre-cast concrete girder Plate washer double waler Plate washer Detail B4 Detail C1 Coil bolt hanger joist Adjustable hanger joist Plate washer Pre-cast concrete girder double waler Steel girder Wood block 15

16 BEARING AND LATERAL SUPPORT DETAILS Concrete slab and RedForm I-joists must be laterally supported at the ends. The details shown illustrate acceptable lateral support options. Detail RRP: 3 4" plywood backing RedForm LVL shown as main carrying members for clarity. Details are similar for RedForm I-joists. Detail RRX: Metal cross bracing Detail RRB: Full depth solid blocking (RedForm I-joists may be used as blocking in some applications) Concrete slab Detail RSP: 3 4" plywood backing Detail RSX: Rectangular member bearing on steel beam with metal cross bracing Detail RSB: Full depth solid blocking (RedForm I-Joists may be used as blocking in some applications) Steel beam Minimum Lateral Restraint Requirements Joists Depth to width ratio 2 to 1; none required. 2 to 1 depth to width ratio < 4 to 1; all points of bearing (e.g., solid blocking). Depth to width ratio 4 to 1; 24" on-center along the loaded edge of the member (typically provided by attachment to plywood sheathing with minimum 8d nails). Walers Both points of bearing and at mid-span. General Lateral restraint requirements for a particular project may be more stringent. Consult the formwork drawings for particular requirements and means of providing lateral restraint. Lateral Restraint of Walers Toenail in such a manner as not to split form beam Special cleats can be used WARNING Formwork is unstable until braced laterally as required to prevent buckling or roll-over. 16

17 REDFORM I-JOIST TABLE ASSEMBLY Assembled View Panel bolt insert. See Panel Bolt Assembly detail below. Nail plywood to each RedForm I-joist with 6d ring shank nails at 12" o.c. (typical) Put odd-width piece in center of table 4' x 8' x 3 4" plyform sheathing (typical) RedForm I-joists (typical) 3 4" x 6" plywood skid guards (locate at lift points) 2x4 located 4" max. from edge of table 3 8" sheathing at each end of table 3 4" x 6" plywood skid guards (locate at lift points) 4x4 stickers near each end of table See the Proper Use of RedForm I-joists (Available online at for more information on the assembly of tables Flange Nailing 1 2" Top of Flange Closest spacing Nailing pattern to be per plans and specifications. In addition, nail spacing must not be closer than the criteria listed. Nailing of Sheathing to RedForm I-joist Flange (1) Nail Type Nail Size Closest O.C. Spacing Per Row (3) Box 0.113" x 21 2" 2" 8d (2) Common 0.131" x 21 2" 2" 10d Box 0.128" x 3" 2" Common 0.148" x 3" 3" 12d Box 0.128" x 31 4" 2" Common 0.148" x 31 4" 3" Box 0.135" x 31 2" 3" 16d Sinker 0.148" x 31 4" 4" Common 0.162" x 31 2" 4" (1) Sheathing must be nailed to the full length of the top flange on the RedForm I-joist with a maximum nail spacing of 24" on-center. (2) 14-gauge staples may be a direct substitute for 8d (2 1 2") nails if a minimum penetration of 1" into the flange is maintained. (3) If more than one row of nails is used, the rows must be offset at least 1 2" and staggered. IMPORTANT Nailing closer than specified may cause the flange to split. Web Stiffeners If web stiffeners are required, follow the procedures below 1 8" min " max. 23 4" max. Gap Space nails equally 1 1 2" max. Snug fit Nail Quantities for Web Stiffener Attachment RedForm I-joist Depth I65 I90, I90H 8d (0.113" x 2 1 2") Nails 16d (0.135" x 3 1 2") Nails End or Intermediate End Intermediate " " " " " Web stiffeners for I65 joists are 1" x " sheathing (with face grain vertical) that meets the requirements of PS1 or PS2. Web stiffeners for I90 and I90H joists are 2x4 material of construction grade or better. Web stiffener requirements will vary based on joist series and depth; they are always required at bearing on joists 20" in depth or greater. See plan/details for requirements specific to the joists being used on this project. When required, web stiffeners must be installed properly or the following problems may occur: Web could punch through the bottom flange Web could buckle Panel Bolt Assembly Panel bolt insert (by others) 2x4 filler block Plyform sheathing One 6d (0.120" x 2") deformed nail each side of panel bolt 4x6 support block Four 16d (0.135" x 3 1 2") nails each side of support block 3 4" attachment strips Wing nut (by others) 17

18 STORAGE AND HANDLING Use forklift to remove and RedForm I-joists from truck. DO NOT lift RedForm I-joists by top flange. DO NOT lift RedForm I-joists in the flat orientation. Protect products from sun and water CAUTION: Wrap is slippery when wet or icy Store and handle joists in vertical orientation. Leave joists banded together until ready to install. DO NOT store flat. Use support blocks at 8' on-center to keep products out of mud and water Use support blocks at 8' on-center to keep products out of mud and water Storage and Handling The proper storage and handling of wood form beams and RedForm I-joists can prevent unnecessary damage. Strength and stiffness properties are affected by moisture content; therefore, it is important to stack form beams and RedForm I-joists off the ground. Bundles of form beams and RedForm I-joists should be supported on stickers spaced no more than 8' on-center to provide air circulation and easy access for forklifts. Stickers between bundles should line up with the stickers on the ground to prevent bowed or damaged form beams and RedForm I-joists. To prevent decay, store wet form beams and RedForm I-joists in a manner that allows for proper air circulation. When stacking, improve air circulation within a bundle of wet form beams and RedForm I-joists by separating each layer with stickers. Space the stickers no more than 8' on-center and line them up vertically. Bands should line up with the stickers to prevent bowed or damaged form beams and RedForm I-joists. Bundles of Form Beams or RedForm I-joists Bundles of form beams and RedForm I-joists should be assembled neatly and contain pieces of similar lengths. Form beams and RedForm I-joists sticking out from the ends of bundles can be snagged and damaged. Weather Conditions Certain geographical areas experience extreme weather conditions. In those areas, decay may be more likely to occur and the following precautions should be followed: Store form beams and RedForm I-joists in a level, well-drained location. Protect form beams and RedForm I-joists from weather by placing them under a roof or under a material that will shed water but is porous enough to allow moisture to escape. Stack form beams and RedForm I-joists neatly and sticker bundles properly. Keep form beams and RedForm I-joists dry when they are in storage. WARNING: DO NOT walk on joists until braced. Injury may result. WARNING: DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. WARNING Joists are unstable until braced laterally Bracing Includes: Blocking Hangers Rim Board Sheathing Rim Joist Strut Lines WARNING NOTES: Lack of proper bracing during construction can result in serious accidents. Observe the following guidelines: 1. All blocking, hangers and rim boards at the end supports of the RedForm I-joists must be completely installed and properly nailed. 2. Sheathing must be totally attached to each RedForm I-joist before additional loads can be placed on the system. 3. The flanges must remain straight within a tolerance of 1 2" from the true alignment. 18

19 FORMWORK INSPECTION RedForm I-joists Proper inspection of RedForm I-joists used in concrete forming or scaffolding applications should include but not be limited to looking for these common types of damage: Web-to-flange separation Discoloration Notched flange Knifing of web through flange Holes in webs Split in flange Soft spots in web or flange Mold/Fungus Taper cuts extending beyond inside face of support Saw kerf in flange Buckling of web Torn wood fiber in the flange RedForm I-joists with flange-to-web separation should be cut back or removed from service. RedForm I-joists with the web knifing into a flange should be cut back or removed from service. RedForm I-joists with splits in a flange should be cut back or removed from service. DO NOT bevel end of RedForm I-joist beyond inside face of support. RedForm I-joists with holes in webs, or notches or saw kerfs in flanges should be cut back or removed from service. Inspecting Camber in RedForm I-joists Some RedForm I-joists are manufactured with camber. Cambered RedForm I-joists are stamped BOTTOM on the underside of the bottom flange. The table at the right shows the amount of initial camber typically found in a new joist. But this initial camber will be reduced after repeated use of the joist. It is important to occasionally inspect used RedForm I-joists to ensure that the remaining camber is adequate for satisfactory performance. To check the camber on a joist, run a string lengthwise across the bottom flange, from end to end, and measure the distance from the string to the bottom of the joist at the centerline. RedForm I-joists that have reduced camber will deflect more than the amount indicated in RedBuilt load tables and software. Initial Camber Length Camber 16' 5 32" 18' 7 32" 20' 1 4" 22' 5 16" 24' 3 8" 26' 7 16" 28' 1 2" 30' 19 32" Saw Cuts Face Break Dent End Split Narrow Face Split Do not cut, notch, or drill form beams except as shown on the formwork drawings. Inspect all form beams for damage before using them. Damaged form beams must be removed and replaced immediately. Failure to remove and replace damaged form beams may result in collapse of the formwork, serious injury, or death. Check for: Damage due to overloading (e.g. crushed bearing areas, stress cracks) Damage due to dropping, forklifts, or other improper handling Improper saw cuts, drill holes, or notches Signs of decay or insect damage Check for damage caused by overloading Check for impact damage Check for damage caused by overloading Check for forklift damage DO NOT cut, notch or drill holes in form beams Check for damage due to dropping 19

20 SERVICE AND SUPPORT YOU CAN COUNT ON. RedBuilt is committed to creating superior structural solutions. How? By offering efficient structural building products supported by the broadest range of services available: n RedBuilt representatives and experienced technical staff are located throughout the United States to help with technical information, installation questions, or code compliance. n At RedBuilt, our goal is to help you build solid and durable structures by providing high-quality commercial building products and unparalleled technical and field support. CONTACT US REPRESENTATIVE INFORMATION E. Mallard Drive, Boise, ID P.O. Box 60, Boise, ID RedBuilt LLC. All rights reserved. RED /13 This document supersedes all previous versions. If this is more than one year old, contact your dealer or RedBuilt rep.

LPI 56 Technical Guide

LPI 56 Technical Guide LPI 56 Technical Guide Floor & Roof Applications Product Specifications & Design Values 2 Floor Tables 3 Uniform Floor Load (PLF) Tables: Simple s 4 Uniform Floor Load (PLF) Tables: Continuous s 5 Uniform

More information

2.2E Parallam PSL Deep Beam

2.2E Parallam PSL Deep Beam #TJ-7001 SPECIFIER S GUIDE 2.2E Parallam PSL Deep Beam Featuring 20" 24" Deep Trus Joist Parallam PSL Beams Ideal for multi-family and light commercial applications Offers high strength and consistent

More information

OUR COMPANY OUR WARRANTY OUR GUARANTEE

OUR COMPANY OUR WARRANTY OUR GUARANTEE DESIGN MANUAL-USA FRAMED BY QUALITY BUILT WITH SUCCESS OUR COMPANY At International Beams Inc. we take pride in providing our customers with premium quality products and services. Our full range of engineered

More information

2.2E Parallam PSL Deep Beam

2.2E Parallam PSL Deep Beam #TJ-7001 SPECIFIER S GUIDE 2.2E Parallam PSL Deep Beam Featuring 20" 24" Deep Trus Joist Parallam PSL Beams Ideal for multi-family and light commercial applications Offers high strength and consistent

More information

BROADSPAN. I-Joist Design Brochure. Design properties for I-joist applications in the U.S. for residential floor systems. I-Joist Design Brochure

BROADSPAN. I-Joist Design Brochure. Design properties for I-joist applications in the U.S. for residential floor systems. I-Joist Design Brochure BROADSPAN I-Joist Design Brochure Design properties for I-joist applications in the U.S. for residential floor systems I-Joist Design Brochure Product Profiles BSI-400 Series 9¹ ₂ 11⁷ ₈ 14 16 1¹ ₄ -1³

More information

2.2E Parallam PSL Deep Beam

2.2E Parallam PSL Deep Beam #TJ-7001 SPECIFIER S GUIDE 2.2E Parallam PSL Deep Beam Featuring 20" 24" Deep Trus Joist Parallam PSL Beams Ideal for multi-family and light commercial applications Offers high strength and consistent

More information

GLOBAL LVL HEADERS, BEAMS AND COLUMNS. 1.9E-2850Fb. 1.9E-2850Fb. User guide User guide. lvlglobal.com

GLOBAL LVL HEADERS, BEAMS AND COLUMNS. 1.9E-2850Fb. 1.9E-2850Fb. User guide User guide. lvlglobal.com GLOBAL LVL HEADERS, BEAMS AND COLUMNS 1.9E-2850Fb GLOBAL LVL HEADERS, BEAMS AND COLUMNS 1.9E-2850Fb User guide User guide lvlglobal.com Global LVL, the product of choice for all of your residential, commercial

More information

Open-Web Trusses. Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses. Design Flexibility. Outstanding Strength-to-Weight Performance

Open-Web Trusses. Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses. Design Flexibility. Outstanding Strength-to-Weight Performance Open-Web Trusses Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses Download your free copy at RedBuilt.com. Specify Open-Web trusses for your next project using RedSpec single-member sizing software.

More information

Open-Web Trusses. Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses. Design Flexibility. Outstanding Strength-to-Weight Performance

Open-Web Trusses. Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses. Design Flexibility. Outstanding Strength-to-Weight Performance Open-Web Trusses Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses Download your free copy at RedBuilt.com. Specify Open-Web trusses for your next project using RedSpec single-member sizing software.

More information

BROADSPAN. LVL Design Brochure. Design properties for LVL header and beam applications in the U.S. for residential floor and roof systems

BROADSPAN. LVL Design Brochure. Design properties for LVL header and beam applications in the U.S. for residential floor and roof systems BROADSPAN LVL Design Brochure Design properties for LVL header and beam applications in the U.S. for residential floor and roof systems LVL Design Brochure Product Line You ve probably been building with

More information

Open-Web Trusses. Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses. Design Flexibility. Outstanding Strength-to-Weight Performance

Open-Web Trusses. Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses. Design Flexibility. Outstanding Strength-to-Weight Performance Open-Web Trusses Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses Download your free copy at RedBuilt.com. Specify Open-Web trusses for your next project using RedSpec single-member sizing software.

More information

Murphy LVL Limit States Design Guide 2.0 E-LVL 2.2 E-LVL

Murphy LVL Limit States Design Guide 2.0 E-LVL 2.2 E-LVL Murphy LVL Limit States Design Guide 2.0 E-LVL 2.2 E-LVL Our Company At Murphy Company we take pride in providing our customers with premium quality products and services. Our LVL is manufactured to provide

More information

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: LAMINATED VENEER LUMBER REPORT HOLDER: REDBUILT LLC EVALUATION SUBJECT:

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: LAMINATED VENEER LUMBER REPORT HOLDER: REDBUILT LLC EVALUATION SUBJECT: 0 Most Widely Accepted and Trusted ICC ES Evaluation Report ICC ES 000 (800) 42 6587 (562) 699 054 www.icc es.org ESR 299 Reissued 01/2019 This report is subject to renewal 01/2021. DIVISION: 06 00 00

More information

General and Technical Information

General and Technical Information Safety Notes and Product Application Dayton Superior strives to ensure that all products supplied from its manufacturing plants meet or exceed the safety requirements inherent in the proper use of its

More information

Featuring Selection and Installation Information for Lateral Wind Loads

Featuring Selection and Installation Information for Lateral Wind Loads #TJ-8000 SPECIFIER S GUIDE 1¼" TIMBERSTRAND LSL RIM BOARD AND 1 1 8" TJ RIM BOARD Featuring Selection and Installation Information for Lateral Wind Loads For Use in ASCE/SEI 7-05 Basic Wind Speed Regions

More information

Interior Hangers. Application

Interior Hangers. Application Application Interior bridge deck hangers are typically fabricated using two heavy duty sheet metal end clips that have been electrically resistance welded to an appropriate sized wire or formed metal connecting

More information

CH. 9 WOOD CONSTRUCTION

CH. 9 WOOD CONSTRUCTION CH. 9 WOOD CONSTRUCTION PROPERTIES OF STRUCTURAL LUMBER Grading Load carrying capacity effected by: - Size and number of knots, splits & other defects - Direction of grain - Specific gravity of wood Grading

More information

Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi

Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi STRUCTURAL NOTES MATERIAL STRENGTHS Structural Steel Reinforcing Steel Concrete Masonry Structural Lumber Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel

More information

Typical Deck. CONSTRUCTION TIP SHEET 5 Basic Decks w/ 60 psf Live Loading

Typical Deck. CONSTRUCTION TIP SHEET 5 Basic Decks w/ 60 psf Live Loading CONSTRUCTION TIP SHEET 5 Basic Decks w/ 60 psf Live Loading April 1, 2017 This Tip Sheet reflects code requirements of the 2015 International Residential Code (IRC) with Washington State Amendments which

More information

I-Joist and LVL Installation Guide

I-Joist and LVL Installation Guide Engineered wood products WOOD The miracle Material Wood is the right choice for a host of construction applications. It is the earth s natural, energy efficient and renewable building material. Engineered

More information

Typical Deck. CONSTRUCTION TIP SHEET 5 Basic Decks w/ 60 lb Live Loading

Typical Deck. CONSTRUCTION TIP SHEET 5 Basic Decks w/ 60 lb Live Loading CONSTRUCTION TIP SHEET 5 w/ 60 lb Live Loading April 1, 2017 This Tip Sheet reflects code requirements of the 2015 International Residential Code (IRC) with Washington State Amendments which update the

More information

LAMINATED VENEER LUMBER

LAMINATED VENEER LUMBER LAMINATED VENEER LUMBER Kerto LVL Beams, Headers, Rafters and Columns for Floor and Roof Applications. USA VERSION KERTO LAMINATED VENEER LUMBER TABLE OF CONTENTS Design Properties... 2 Allowable Uniform

More information

Red-I Joists. Including Red-I45, Red-I65, Red-I90, Red-I90H, and Red-I90HS Joists. Lightweight for Fast Installation

Red-I Joists. Including Red-I45, Red-I65, Red-I90, Red-I90H, and Red-I90HS Joists. Lightweight for Fast Installation Red-I Joists Including Red-I45, Red-I65, Red-I90, Red-I90H, and Red-I90HS Joists Download your free copy at RedBuilt.com. Specify Red-I Joists for your next project using RedSpec single-member sizing software.

More information

Technical Data for. Headers. and Beams

Technical Data for. Headers. and Beams L A M I N A T E D V E N E E R L U M B E R Technical Data for Headers and Beams E A S T E R N E N G I N E E R E D W O O D P R O D U C T S OUR COMPANY Our total focus on engineered wood products and providing

More information

MAX-CORE I-JOIST DESIGN MANUAL-US

MAX-CORE I-JOIST DESIGN MANUAL-US MAX-CORE I-JOIST DESIGN MANUAL-US FRAMED BY QUALITY BUILT WITH SUCCESS OUR COMPANY At International Beams Inc. we take pride in providing our customers with premium quality products and services. Our full

More information

Ready-to-Frame Solutions for the Fire Protection of Floors. LP SolidStart LSL and LP FlameBlock I-Joists. U.S. Technical Guide U.S.

Ready-to-Frame Solutions for the Fire Protection of Floors. LP SolidStart LSL and LP FlameBlock I-Joists. U.S. Technical Guide U.S. U.S. Technical Guide U.S. TECHNICAL GUIDE LP SolidStart LSL and LP FlameBlock I-Joists Ready-to-Frame Solutions for the Fire Protection of Floors Please verify availability with the LP SolidStart Engineered

More information

Temporary Structures. Form Materials and Accessories ATCE--II. Advanced Topics in Civil Engineering Form Materials and Accessories ATCE-II

Temporary Structures. Form Materials and Accessories ATCE--II. Advanced Topics in Civil Engineering Form Materials and Accessories ATCE-II Temporary Structures Form Materials and Accessories Practically all formwork jobs require some lumber. Local supplier will advise what material and sizes are in stock or promptly obtainable, and the designer

More information

SECTION PLATE CONNECTED WOOD TRUSSES

SECTION PLATE CONNECTED WOOD TRUSSES SECTION 06173 PLATE CONNECTED WOOD TRUSSES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Shop fabricated wood trusses for roof and floor framing. 2. Bridging, bracing, and anchorage. B. Related Sections:

More information

INSTALLATION. US Version. Includes AJS 140 / 150 / 20 / 190 / 25 and VERSA-LAM BEAMS. Lifetime Guaranteed Quality and Performance

INSTALLATION. US Version. Includes AJS 140 / 150 / 20 / 190 / 25 and VERSA-LAM BEAMS. Lifetime Guaranteed Quality and Performance The information in this document pertains to use in the UNITED STATES ONLY, Allowable Stress Design. Refer to the ALLJOIST Specifier Guide Canada for use in Canada, Limit States Design. INSTALLATION Guide

More information

Fundamentals of Wood Design and Engineering

Fundamentals of Wood Design and Engineering Fundamentals of Wood Design and Engineering Session 3 Wood Design Introduction to Wood Engineering; Codes & Standards; Load combinations, weights of building materials and tributary area; Simple beam design:

More information

LVL Product Guide 2.0E LVL 1.5E LVL

LVL Product Guide 2.0E LVL 1.5E LVL LVL Product Guide 2.0E LVL 1.5E LVL Our Company Anthony Forest Products Company, a family-owned business founded in 1916, is headquartered in El Dorado, Arkansas. The company operates a southern pine lumber

More information

Commercial Design Manual for I-Joists. The GREEN. Building. Solution

Commercial Design Manual for I-Joists. The GREEN. Building. Solution International Beams Commercial Design Manual for I-Joists The GREEN Building Solution January 2010 P A G E 1 I N T E R N A T I O N A L B E A M S Our Company At International Beams Inc. we take pride in

More information

Joint Evaluation Report

Joint Evaluation Report 0 Joint Evaluation Report ICC-ES (800) 423-6587 (562) 699-0543 www.icc-es.org 000 ESR-1040 Reissued 09/2016 This report is subject to renewal 09/2018. DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES SECTION:

More information

Joint Evaluation Report

Joint Evaluation Report 0 Joint Evaluation Report ICC-ES (800) 423-6587 (562) 699-0543 www.icc-es.org 000 ESR-1040 Reissued 09/2018 This report is subject to renewal 09/2019. DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES SECTION:

More information

18" and 20" TJI. 360 TJI 560 Joists

18 and 20 TJI. 360 TJI 560 Joists #2042 SPECIFIER S GUIDE and TJI 360 TJI 560 Joists LIMITED AVAILABILITY Featuring Silent Floor Joists for Residential Applications Environmentally Responsible Uniform and Predictable Resists Bowing, Twisting,

More information

VOLUNTARY - EARTHQUAKE HAZARD REDUCTION IN EXISTING HILLSIDE BUILDINGS (Division 94 Added by Ord. No. 171,258, Eff. 8/30/96.)

VOLUNTARY - EARTHQUAKE HAZARD REDUCTION IN EXISTING HILLSIDE BUILDINGS (Division 94 Added by Ord. No. 171,258, Eff. 8/30/96.) DIVISION 94 VOLUNTARY - EARTHQUAKE HAZARD REDUCTION IN EXISTING HILLSIDE BUILDINGS (Division 94 Added by Ord. No. 171,258, Eff. 8/30/96.) SEC. 91.9401. PURPOSE. (Amended by Ord. No. 172,592, Eff. 6/28/99,

More information

1¾" VERSA-LAM WESTERN HEAdER GuidE

1¾ VERSA-LAM WESTERN HEAdER GuidE 1¾" VERSA-LAM 1.7 2400 WESTERN HEAdER GuidE for products manufactured in White City, Oregon 11/29/2012 1¾" 1.7 2400 VL Guide 2 VERSA-LAM Products 1¾" VERSA-LAM 1.7 2400 An Introduction to VERSA-LAM Products

More information

HILLSBOROUGH TOWNSHIP CODE ENFORCEMENT

HILLSBOROUGH TOWNSHIP CODE ENFORCEMENT HILLSBOROUGH TOWNSHIP CODE ENFORCEMENT SAMPLE GUIDE FOR RESIDENTIAL DECKS revised 7 16 Call before you dig! 1 800 272 1000 New Jersey One Call. Utility Mark Out. THIS GENERIC GUIDE IS NOT ALL INCLUSIVE

More information

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD I JOISTS REPORT HOLDER: LOUISIANA PACIFIC CORPORATION

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD I JOISTS REPORT HOLDER: LOUISIANA PACIFIC CORPORATION 0 Most Widely Accepted and Trusted ICC ES Report ICC ES 000 (800) 423 6587 (562) 699 0543 www.icc es.org ESR 1305 Reissued 08/2016 This report is subject to renewal 08/2018. DIVISION: 06 00 00 WOOD, PLASTICS

More information

WOOD I BEAM JOISTS PAGE 4 GEORGIA-PACIFIC WOOD PRODUCTS APR 2015 ENGINEERED LUMBER RESIDENTIAL GUIDE

WOOD I BEAM JOISTS PAGE 4 GEORGIA-PACIFIC WOOD PRODUCTS APR 2015 ENGINEERED LUMBER RESIDENTIAL GUIDE WOOD I BEAM JOISTS 4 GEORGIA-PACIFIC WOOD PRODUCTS APR 2015 ENGINEERED LUMBER RESIDENTIAL GUIDE Wood I Beam Joist features and benefits Engineered to deliver consistent stiffness and strength characteristics

More information

DECK PERMIT APPLICATION

DECK PERMIT APPLICATION DECK PERMIT APPLICATION APPLICANT S INFORMATION Name: Company Name: Current address: City: State: ZIP Code: Phone: Email: PROPERTY OWNER S INFORMATION Name: Property Address: Phone: E-mail: City: State:

More information

Joint Evaluation Report

Joint Evaluation Report 0 Joint Evaluation Report ICC ES (800) 423 6587 (562) 699 0543 www.icc es.org 000 ESR 1040 Reissued 09/2018 Revised 03/2019 This report is subject to renewal 09/2019. DIVISION: 06 00 00 WOOD, PLASTICS

More information

SPECIFIER GUIDE I-JOISTS. PKI 10, PKI 20, PKI 23, PKI 35 Plus, PKI 40, PKI 50 - CANADA

SPECIFIER GUIDE I-JOISTS. PKI 10, PKI 20, PKI 23, PKI 35 Plus, PKI 40, PKI 50 - CANADA SPECIFIER GUIDE I-S PKI 10, PKI 20, PKI 23,, PKI 40, PKI 50 - CANADA PKI 10 SERIES Depths: 9 1/2, 11 7/8, 14 Chord Size: 2 1/2 x 1 1/2 Webstock: 3/8 OSB CCMC # 14001-R UES 431 APA PR-L315C PinkWood manufactures

More information

GP LAM LVL WOOD I BEAM JOISTS FIBERSTRONG RIM BOARD. Edition 11. Engineered Lumber product Guide WHAT YOU DON T SEE MATTERS

GP LAM LVL WOOD I BEAM JOISTS FIBERSTRONG RIM BOARD. Edition 11. Engineered Lumber product Guide WHAT YOU DON T SEE MATTERS GP LAM LVL WOOD I BEAM JOISTS FIBERSTRONG RIM BOARD Edition 11 Engineered Lumber product Guide WHAT YOU DON T SEE MATTERS table of contents WOOD I BEAM JOISTS FIBERSTRONG RIM BOARD GP LAM LVL Wood I Beam

More information

Structural Design Engineers 120 Montgomery Street, Suite 1410 San Francisco, California / Fax 415/

Structural Design Engineers 120 Montgomery Street, Suite 1410 San Francisco, California / Fax 415/ 120 Montgomery Street, Suite 1410 San Francisco, California 94104 415/781-1505 Fax 415/781-2718 sde@sdesf.com Rajendra Sahai, SE Principal John W. Laws, SE Principal Steven Lepisto, SE Principal STRUCTURAL

More information

U.S. WALL GUIDE. Featuring Trus Joist TimberStrand LSL and Parallam PSL Wall Framing. Engineered to meet code requirements for walls up to 30' tall

U.S. WALL GUIDE. Featuring Trus Joist TimberStrand LSL and Parallam PSL Wall Framing. Engineered to meet code requirements for walls up to 30' tall #TJ-9003 SPECIFIER S GUIDE U.S. WALL GUIDE Featuring Trus Joist TimberStrand LSL and Parallam PSL Wall Framing Engineered to meet code requirements for walls up to 30' tall Easy-to-use tables adaptable

More information

WOOD I-JOIST AWARENESS GUIDE

WOOD I-JOIST AWARENESS GUIDE WOOD I-JOIST AWARENESS GUIDE American Wood Council Flange Web Flange American Forest & Paper Association WOOD I-JOIST AWARENESS GUIDE The American Wood Council is part of the wood products group of the

More information

VARIOUS TYPES OF SLABS

VARIOUS TYPES OF SLABS VARIOUS TYPES OF SLABS 1 CHOICE OF TYPE OF SLAB FLOOR The choice of type of slab for a particular floor depends on many factors. Economy of construction is obviously an important consideration, but this

More information

Strong-Drive SDWS TIMBER Screw

Strong-Drive SDWS TIMBER Screw Simpson Strong-Tie Fastening Systems Structural Wood-to-Wood Connections including Ledgers Designed to provide an easy-to-install, high-strength alternative to through-bolting and traditional lag screws.

More information

Featuring Trus Joist TimberStrand LSL and Parallam PSL Wall Framing

Featuring Trus Joist TimberStrand LSL and Parallam PSL Wall Framing #TJ-9004 SPECIFIER S GUIDE WALL GUIDE: CALIFORNIA, NEVADA, ARIZONA CALIFORNIA NEVADA ARIZONA Featuring Trus Joist TimberStrand LSL and Parallam PSL Wall Framing engineered to meet code requirements for

More information

PRESENTATION PLAN A MODEL COMPARISON FLOOR CONSTRUCTION

PRESENTATION PLAN A MODEL COMPARISON FLOOR CONSTRUCTION PRESENTATION PLAN A MODEL COMPARISON FLOOR CONSTRUCTION An overview of costing strategies for wood framed construction elements CREATING A PROJECT ENDLESS POSSIBILITIES COMPATORS LIST A FLOOR Cast in Place

More information

SECTION CONCRETE FORMWORK AND ACCESSORIES

SECTION CONCRETE FORMWORK AND ACCESSORIES SECTION 03100 CONCRETE FORMWORK AND ACCESSORIES Part 1 GENERAL 1.01 SUMMARY A. Furnish equipment, materials, and labor required for construction and removal of forms for the containment of concrete to

More information

Building Division Informational Handout

Building Division Informational Handout CITY OF SAN JOSÉ, CALIFORNIA Building Division Informational Handout Conventional Light Frame Construction Design Provisions 2007 CBC Handout No. 2-21 Published: 1/1/08 Page 1 of 3 This document summarizes

More information

Deep Depth TJI. TJI 560 TJI 560D Joists

Deep Depth TJI. TJI 560 TJI 560D Joists #TJ-4005 SPECIFIER S GUIDE Deep Depth TJI 360 TJI 560 TJI 560D s Featuring Trus Silent Floor s Uniform and Predictable Resource Efficient Resists Bowing, Twisting, and Shrinking Available in Long Lengths

More information

Determining Allowable Design Values for Wood

Determining Allowable Design Values for Wood PDHonline ourse S246 (3 PDH) Determining Allowable Design Values for Wood Instructor: Richard E. Nolan, PE 2012 PDH Online PDH enter 5272 Meadow Estates Drive Fairfax, VA 22030-6658 Phone & Fax: 703-988-0088

More information

SECTION WOOD FRAMING. A. Includes But Not Limited To 1. Furnish and install wood framing and blocking as described in Contract Documents.

SECTION WOOD FRAMING. A. Includes But Not Limited To 1. Furnish and install wood framing and blocking as described in Contract Documents. SECTION 06110 WOOD FRAMING PART 1 GENERAL 1.1 SUMMARY A. Includes But Not Limited To 1. Furnish and install wood framing and blocking as described in Contract Documents. B. Products Installed But Not Supplied

More information

Manufactured decking (composite) may be used when approved by the building department

Manufactured decking (composite) may be used when approved by the building department DO YOU THINK YOU MIGHT ENCLOSE YOUR DECK IN THE FUTURE? Deck plans are approved based on the assumption that the deck will be used only as a deck for the life of the structure. Because there are so many

More information

Murphy Laminated Veneer Lumber Murphy Engineered Wood Division Revised January 24, 2017

Murphy Laminated Veneer Lumber Murphy Engineered Wood Division Revised January 24, 2017 Murphy Laminated Veneer Lumber PR-L283 Murphy Engineered Wood Division Revised January 24, 2017 Product: 2250Fb-1.5E, 2600Fb-1.7E, 2750Fb-1.8E, 2850Fb-1.9E, 2950Fb-2.0E, 3100Fb-2.0E, and 3100Fb-2.2E Murphy

More information

ADVANCED FRAMING LUMBER

ADVANCED FRAMING LUMBER ADVANCED FRAMING LUMBER When it's built right, it's oncenter! QUALITY SERVICE VALUE Product Guide At A Glance Introduction 2 Design Properties 2 Wall Stud Design Example 3 Studs - Vertical Load 4 Wall

More information

Joint Evaluation Report

Joint Evaluation Report 0 Joint Evaluation Report ICC-ES (800) 423-6587 (562) 699-0543 www.icc-es.org 000 ESR-1210 Reissued 09/2018 This report is subject to renewal 09/2020. DIVISION: 06 00 00 WOOD, PLASTICS AND COMPOSITES SECTION:

More information

10 EXTREME BASEMENT PANELS

10 EXTREME BASEMENT PANELS 10 EXTREME BASEMENT PANELS On Granular Footings 1. The type of soil is a factor in determining foundation construction details such as footing design, backfill, and drainage provisions. Soils are classified

More information

TJI 360 TJI 560. Featuring Trus Joist TJI Joists for Floor and Roof Applications

TJI 360 TJI 560. Featuring Trus Joist TJI Joists for Floor and Roof Applications #TJ-4005 SPECIFIER S GUIDE Deep Depth TJI 360 TJI 560 TJI JOISTS Featuring Trus TJI s for Floor and Roof Applications Uniform and Predictable Resource Efficient Resists Bowing, Twisting, and Shrinking

More information

TYPICAL BEARING WALL FRAMING Joints in plates must be offset by 24 min.

TYPICAL BEARING WALL FRAMING Joints in plates must be offset by 24 min. FRAMING TIPS City of Grand Rapids Building Safety Division 218-326-7601 www.grandrapidsmn.org This handout is intended only as a guide and is based in part on the 2007 Minnesota State Building Code, Grand

More information

Murphy Laminated Veneer Lumber Murphy Engineered Wood Division Revised May 30, 2013

Murphy Laminated Veneer Lumber Murphy Engineered Wood Division Revised May 30, 2013 Murphy Laminated Veneer Lumber PR-L283 Murphy Engineered Wood Division Revised May 30, 2013 Product: 2250F b -1.5E, 2600F b -1.7E, 2750F b -1.8E, 2850F b -1.9E, 2950F b -2.0E, 3100F b -2.0E, and 3100F

More information

Attachment A. USG Minimum Design and Construction Requirements for Wood Framed Structures

Attachment A. USG Minimum Design and Construction Requirements for Wood Framed Structures Attachment A USG Minimum Design and Construction Requirements for Wood Framed Structures 1. General Design Criteria 1.1. Per Adopted Georgia State Minimum Standard Building Code 1.2. Minimum Live Loads

More information

Design of Reinforced Concrete Slabs

Design of Reinforced Concrete Slabs Lecture 07 Design of Reinforced Concrete Slabs By: Prof Dr. Qaisar Ali Civil Engineering Department UET Peshawar drqaisarali@uetpeshawar.edu.pk 1 Topics Addressed Introduction Analysis and Design of slabs

More information

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD I-JOISTS REPORT HOLDER: PACIFIC WOODTECH CORPORATION

DIVISION: WOOD, PLASTICS AND COMPOSITES SECTION: WOOD I-JOISTS REPORT HOLDER: PACIFIC WOODTECH CORPORATION 0 Most Widely Accepted and Trusted ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org ESR-1225 Reissued 10/2017 This report is subject to renewal 10/2019. DIVISION: 06 00

More information

thirteen wood construction: materials & beams ELEMENTS OF ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SPRING 2016 lecture

thirteen wood construction: materials & beams ELEMENTS OF ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SPRING 2016 lecture ELEMENTS OF ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SPRING 2016 lecture thirteen wood construction: materials & beams Wood Beams 1 Wood Beam Design National Design Specification

More information

O PEN J OIST SPECIFIER GUIDE

O PEN J OIST SPECIFIER GUIDE US Edition O PEN J OIST SPECIFIER GUIDE Friendly Field Adjustability Built by Peace of mind underfoot www.openjoisttriforce.com This brochure is intended to provide general information for designer and

More information

O PEN J OIST SPECIFIER GUIDE

O PEN J OIST SPECIFIER GUIDE US Edition O PEN J OIST SPECIFIER GUIDE Friendly Field Adjustability Built by Peace of mind underfoot www.openjoisttriforce.com This brochure is intended to provide general information for designer and

More information

twelve wood construction: materials & beams ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2014 lecture

twelve wood construction: materials & beams ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2014 lecture ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2014 lecture twelve wood construction: materials & beams Wood Beams 1 Wood Beam Design National Design Specification National

More information

LP OSB Sheathing & Structural 1 Sheathing

LP OSB Sheathing & Structural 1 Sheathing Rated OSB Sheathing Roof Panels Span Ratings Max. Live Load Thickness Span Rating for Roofs (lbs)** 3/8" 24/0 30 7/16" 24/16 40 15/32" 32/16 70 1/2" 32/16 70 19/32" 40/20 130 23/32" 48/24 175 1-1/8" 48

More information

CHAPTER 5 FLOORS SECTION R501

CHAPTER 5 FLOORS SECTION R501 CHAPTER 5 FLOORS SECTION R501 GENERAL R501.1 Application. The provisions of this chapter shall control the design and construction of the floors for all buildings including the floors of attic spaces used

More information

Lintels and Beams: Engineering Basis

Lintels and Beams: Engineering Basis Lintels and Beams: Engineering Basis The calculator is intended for the design of lintels and beams in timber- framed buildings generally within the scope of NZS 3604. However, the range of applications,

More information

twelve wood construction: materials & beams Wood Beam Design Wood Properties Timber National Design Specification

twelve wood construction: materials & beams Wood Beam Design Wood Properties Timber National Design Specification ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2014 lecture twelve wood construction: materials & beams Wood Beams 1 Lecture 12 Architectural Structures F2009abn Wood Beam

More information

The GREEN. Building. Solution

The GREEN. Building. Solution The GREE uilding Solution DEEMER 03 P G E I T E R T I O L E M S Our ompany t International eams Inc. we take pride in providing our customers with premium quality products and services. Our full range

More information

ESR-1190 Reissued December 1, 2013 This report is subject to renewal December 1, 2014.

ESR-1190 Reissued December 1, 2013 This report is subject to renewal December 1, 2014. ICC-ES Evaluation Report ESR-90 Reissued December, 0 This report is subject to renewal December, 04. www.icc-es.org (800) 4-6587 (56) 699-054 A Subsidiary of the International Code Council DIVISION: 06

More information

thirteen wood construction: materials & beams Timber Wood Beam Design Wood Properties

thirteen wood construction: materials & beams Timber Wood Beam Design Wood Properties ELEMENTS OF ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SPRING 2018 lecture thirteen wood construction: materials & beams Wood Beams 1 Wood National Design Specification f Wood

More information

Load Design Charts. R-CONTROL SIPs STRUCTURAL INSULATED PANELS. CONTROL, NOT COMPROMISE.

Load Design Charts. R-CONTROL SIPs STRUCTURAL INSULATED PANELS.   CONTROL, NOT COMPROMISE. R-CONTROL s STRUCTURAL INSULATED PANELS Note: Information deemed reliable at time of printing. Please visit www.r-control.com for latest information. June 2012 CONTROL, NOT COMPROMISE. www.r-control.com

More information

Typical Deck Details. Shenandoah County, Virginia. Based on the 2012 Virginia Residential Code

Typical Deck Details. Shenandoah County, Virginia. Based on the 2012 Virginia Residential Code Shenandoah County, Virginia Typical Deck Details Based on the 2012 Virginia Residential Code The design details in this document apply to residential decks only. Framing requirements are limited to single

More information

Open-Web Truss Long Span Installation Guidelines

Open-Web Truss Long Span Installation Guidelines TECHNICAL BULLETIN #301 Open-Web Truss Long Span Installation Guidelines RedBuilt has maintained a policy of manufacturing and marketing products of the highest quality to our customers. We guarantee the

More information

2005 ERRATA to the Edition of. the Allowable Stress Design (ASD) Manual for Engineered Wood Construction (printed version dated M)

2005 ERRATA to the Edition of. the Allowable Stress Design (ASD) Manual for Engineered Wood Construction (printed version dated M) AMERICAN FOREST & PAPER ASSOCIATION American Wood Council Engineered and Traditional Wood Products June 2005 2005 ERRATA the Allowable Stress Design (ASD) Manual for Engineered Wood Construction 93 In

More information

4 EXTREME FOUNDATION PANELS

4 EXTREME FOUNDATION PANELS 4 EXTREME FOUNDATION PANELS For House Crawl Space On Concrete Footings 1. The type of soil is a factor in determining foundation construction details such as footing design, backfill, and drainage provisions.

More information

SJI Code of Standard Practice

SJI Code of Standard Practice Standard Practice CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS SECTION 1 GENERAL 1.1 SCOPE Adopted by the Steel Joist Institute April 7, 1931 Revised to May 18, 2010 - Effective December

More information

Residential Deck Guide

Residential Deck Guide Residential Deck Guide The text and illustrations included in this guide represent opinions of the Borough of Mechanicsburg Codes and Zoning Department. This guide is for educational and information purposes

More information

Investigation for the Removal of Steel Tie Rods in a Historic Segmental Arch Floor

Investigation for the Removal of Steel Tie Rods in a Historic Segmental Arch Floor Investigation for the Removal of Steel Tie Rods in a Historic Segmental Arch Floor J. Lan 1, R. Gilsanz 2, and M. Lo 3 1 Gilsanz Murray Steficek, LLP, 129 West 27 th St., 5 th Floor, New York, NY 10001

More information

Typical Deck Details. Albemarle County, Virginia. Based on the 2012 Virginia Residential Code

Typical Deck Details. Albemarle County, Virginia. Based on the 2012 Virginia Residential Code Albemarle County, Virginia Typical Deck Details Based on the 2012 Virginia Residential Code The design details in this document apply to residential decks only. Framing requirements are limited to single

More information

twelve wood construction: materials & beams Wood Beam Design Wood Properties Timber National Design Specification

twelve wood construction: materials & beams Wood Beam Design Wood Properties Timber National Design Specification ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2017 lecture twelve wood construction: materials & beams Wood Beams 1 Lecture 12 Architectural Structures F2009abn Wood Beam

More information

twelve wood construction: materials & beams Wood Beam Design Wood Properties Timber National Design Specification

twelve wood construction: materials & beams Wood Beam Design Wood Properties Timber National Design Specification ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2016 lecture twelve wood construction: materials & beams Wood Beams 1 Lecture 12 Architectural Structures F2009abn Wood Beam

More information

Wood Design for Architects: Engineering for the Non-engineer. AIA Statement

Wood Design for Architects: Engineering for the Non-engineer. AIA Statement Wood Design for Architects: Engineering for the Non-engineer AIA Statement The Wood Products Council is a Registered Provider with The American Institute of Architects Continuing Education Systems (AIA/CES).

More information

twelve wood construction: materials & beams Wood Beam Design Timber Wood Properties National Design Specification

twelve wood construction: materials & beams Wood Beam Design Timber Wood Properties National Design Specification ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 20178 lecture twelve wood construction: materials & beams Wood Beams 1 Lecture 12 Architectural Structures F2009abn Wood National

More information

Tall Wall Applications Challenges. Products Design Considerations Framing Details Fire Assemblies Innovative Solutions. Residential Construction

Tall Wall Applications Challenges. Products Design Considerations Framing Details Fire Assemblies Innovative Solutions. Residential Construction Wood Framed Tall Walls July 2010 AIA Course WoodWorks is a Registered Provider with the American Institute of Architects t Continuing i Education Systems. Credit earned on completion of this program will

More information

Specifications. Materials and Fabrication. Physical Properties. Environmental Impact. Sizes. Installation - General Requirements.

Specifications. Materials and Fabrication. Physical Properties. Environmental Impact. Sizes. Installation - General Requirements. Specifications Materials and Fabrication Physical Properties LP FlameBlock Fire-Rated OSB Sheathing panels are made of oriented strand board (OSB) with a fire-resistant, cementitious coating (Pyrotite

More information

Building permits are not required for patios made of concrete or pavers on grade.

Building permits are not required for patios made of concrete or pavers on grade. DECKS CITY OF BEMIDJI BUILDING DEPARTMENT (218) 759-3573 www.ci.bemidji.mn.us This handout is intended only as a guide and is based in part on the 2007 Minnesota State Building Code, Bemidji City Ordinances

More information

DIVISION: CONCRETE SECTION: CEMENTITIOUS WOOD FIBER DECKS DIVISION: FINISHES SECTION: ACOUSTIC ROOM COMPONENTS

DIVISION: CONCRETE SECTION: CEMENTITIOUS WOOD FIBER DECKS DIVISION: FINISHES SECTION: ACOUSTIC ROOM COMPONENTS 0 ICC-ES Evaluation Report ICC-ES 000 (800) 423-6587 (562) 699-0543 www.icc-es.org Most Widely Accepted and Trusted ESR-1112 Reissued 05/2017 Revised 08/2018 This report is subject to renewal 05/2019.

More information

ICBO Evaluation Service, Inc Workman Mill Road, Whittier, California *Revised April 2003

ICBO Evaluation Service, Inc Workman Mill Road, Whittier, California *Revised April 2003 PFC-5804* Reissued February 1, 2003 ICBO Evaluation Service, Inc. 5360 Workman Mill Road, Whittier, California 90601 www.icboes.org Filing Category: DESIGN Wood PACIFIC WOODTECH CORPORATION PWI JOISTS

More information

Training Objectives Module A

Training Objectives Module A Engineered Wood Products Simplified Module A Introduction to Engineered Wood Products New England Building Officials Education Associations 50 th Conference October 4, 2016 Robert A. Kuserk, PE Training

More information

Typical Deck Details Based on the 2009 International Residential Code (Designed and Printed August 2010)

Typical Deck Details Based on the 2009 International Residential Code (Designed and Printed August 2010) 1307 West Lehigh Street Bethlehem, PA 18018 610-866-9663 Office info@keycodes.net www.keycodes.net Typical Deck Details Based on the 2009 International Residential Code (Designed and Printed August 2010)

More information

Whose responsibility is it? Design Responsibility. Steel Joist Institute. Standard Assumptions. Common Pitfalls in Steel Joist Specification

Whose responsibility is it? Design Responsibility. Steel Joist Institute. Standard Assumptions. Common Pitfalls in Steel Joist Specification Common Pitfalls in Steel Joist Specification Whose responsibility is it? Joist supplier? Steel fabricator? Contractor? Other trades? Specifier? Design Responsibility Joist Supplier s responsibilities include

More information

PRODUCT: Structural Insulated Panels (SIP) DIVISION: Wood and Plastics (06) SECTION: Structural Panels ( )

PRODUCT: Structural Insulated Panels (SIP) DIVISION: Wood and Plastics (06) SECTION: Structural Panels ( ) PRODUCT: Structural Insulated Panels (SIP) DIVISION: Wood and Plastics (06) SECTION: Structural Panels (06 12 16) Report Holder General Panel Corporation PO Box 279 2604 Sunset Drive Grenada, Mississippi

More information