APA Engineered Wodd Handbooks Episode 14 pdf

APA Engineered Wodd Handbooks Episode 14 pdf

APA Engineered Wodd Handbooks Episode 14 pdf

... Code 15 (BOCA, Inc.), Sections 140 4.3, Weather Protec- tion, and 140 6.3.10, Flashings • 1999 Standard Building Code (SBCCI),* 16 Sections 2303.3, Moisture Protection, and 140 3.1.4, Flashing • 1997 ... building codes, as seen below: • 2000 International Building Code 9 (ICC), Sections 140 4.2, Water-Resistive Bar- rier, and 140 5.3, Flashing • 2000 International Residential Code 1 (ICC...

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APA Engineered Wodd Handbooks Episode 1 ppsx

APA Engineered Wodd Handbooks Episode 1 ppsx

... silver 6410 142 0 3142 746 414 0.39 Fir, white 5854 1161 2902 756 491 0.37 Hemlock, western 6637 1307 3364 864 457 0.42 Larch, western 7652 145 8 3756 869 676 0.48 Pine, loblolly 7300 140 2 3511 863 ... 12.3 15.1 19.5 110 2.2 4.0 5.6 7.0 8.4 10.0 12.0 14. 7 19.1 120 2.1 3.9 5.4 6.8 8.2 9.7 11.7 14. 4 18.6 130 2.0 3.7 5.2 6.6 7.9 9.4 11.3 14. 0 18.2 140 1.9 3.6 5.0 6.3 7.7 9.1 11.0 13....

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APA Engineered Wodd Handbooks Episode 2 ppsx

APA Engineered Wodd Handbooks Episode 2 ppsx

... in capacity for specific panel constructions and grades. The tabulated capacities and adjustments are based on data from tests of panels bearing the APA trademark. To take advantage of these capacities ... apply primarily to conventional or nonengineered construction, but can also be considered conservative for engineered construction. On the other hand, for engineered construction, code...

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APA Engineered Wodd Handbooks Episode 3 pot

APA Engineered Wodd Handbooks Episode 3 pot

... maximum shear capacity. Space nails at 4 in. o.c. (102 mm) along the inner 1 ⁄ 2 (14 ft) (4.3 m) of beam. Stagger nails when used at 2 in. o.c. (51 mm) to minimize splitting. Bearing Capacity and ... 6,746 20,300,048,524 36 2 2 ϫ 6 40,721 4 ,142 44,862 3,611 10,810 15,255,365,451 36 3 2 ϫ 6 61,081 4 ,142 65,223 3,661 10,201 21,593,698,655 36 4 2 ϫ 6 81,441 4 ,142 85,583 3,690 9,896 27,932,0...

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APA Engineered Wodd Handbooks Episode 4 ppt

APA Engineered Wodd Handbooks Episode 4 ppt

... 10–40 Headers Windows and doors Ͻ10 Garage doors 9–18 APA The Engineered Wood Association and Engineered Wood Systems (EWS), a related corporation of APA 7011 South 19th Street Tacoma, WA 98466 Phone: ... 1000 1200 140 0 1600 1800 2000 2500 3000 3500 4000 4500 5000 10 0.15 0.13 0.11 0.09 0.08 0.08 0.06 0.05 0.04 0.04 0.03 0.03 12 0.22 0.18 0.15 0 .14 0.12 0.11 0.09 0.07 0.06 0.05 0.0...

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APA Engineered Wodd Handbooks Episode 5 pot

APA Engineered Wodd Handbooks Episode 5 pot

... 2 ϫ 0.17) 60 ϩ (0.83 ϫ 60) ϭ 309.4 ft 144 144 Beam Volume for Option 2 2(6.75 ϫ 24) (5.125 ϫ 24) 3 (1 ϩ 0.25) 60 ϩ [(1 Ϫ 2 ϫ 0.25) ϫ 60] ϭ 310.4 ft 144 144 For this example, the beam volumes ... (4.1), volume factor ϭ 0.9330 Design moment capacity ϭ 75 338 ϫ 0.9330 ϫ 1.15 ϭ 80,834 lb-ft 986 69 120 ϫϭ70,992 lb-ft Ͻ 80,834 lb-ft—OK 960 Design shear capacity ϭ 17,220 ϫ 1.15 ϭ 19 803 lb (Fo...

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APA Engineered Wodd Handbooks Episode 6 doc

APA Engineered Wodd Handbooks Episode 6 doc

... Laminated Timber, APA The Engineered Wood Association, Tacoma, WA, 1998. 5. APA EWS Technical Note Y110, Glued Laminated Timber Appearance Classifications for Construction Applications, APA The Engineered ... and Materials, Philadelphia, 1998. 3. APA EWS Technical Note S580, Preservative Treatment of Glulam Beams, APA The Engineered Wood Association, Tacoma, WA, 1995. 4. APA EWS...

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APA Engineered Wodd Handbooks Episode 7 pot

APA Engineered Wodd Handbooks Episode 7 pot

... face-mounted hangers) For hanger capacity see hanger manufacturer’s recommendations. Verify double I-joist capacity to support concentrated loads. Filler block per Figure 5 .14, Table 5.9 Double I-joist ... maximum, where L is joist span Note: Protect APA PRI from the weather. 3-1/2" min. bearing required APA Rim Board, or wood structural panel PRI I-joist, or APA Rim Board...

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APA Engineered Wodd Handbooks Episode 8 ppt

APA Engineered Wodd Handbooks Episode 8 ppt

... 16 1.8E-2600F 9 1 ⁄ 2 11 7 ⁄ 8 14 16 1.9E-2600F 9 1 ⁄ 2 11 7 ⁄ 8 14 16 2.0E-2900F 9 1 ⁄ 2 11 7 ⁄ 8 14 16 2.1E-3100F 9 1 ⁄ 2 11 7 ⁄ 8 14 16 (Continued) 6.30 TABLE 6.7 Allowable Uniform Loads (PLF) for APA EWS LVL—Roof ... (in.) 1.5E-2250F 9 1 ⁄ 2 11 7 ⁄ 8 14 16 1.8E-2600F 9 1 ⁄ 2 11 7 ⁄ 8 14 16 1.9E-2600F 9 1 ⁄ 2 11 7 ⁄ 8 14 16 2.0E-2900F 9 1 ⁄ 2 11 7 ⁄ 8 14 16 2.1E-3100F 9...

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APA Engineered Wodd Handbooks Episode 9 potx

APA Engineered Wodd Handbooks Episode 9 potx

... 156, APA The Engineered Wood Assocition, Ta- coma, WA, 2001. 25. Countryman, D., Lateral Tests on Plywood Sheathed Diaphragms, Laboratory Report 55, Douglas Fir Plywood Association (now APA The Engineered ... Plywood Association (now APA The Engineered Wood Association), Tacoma, WA, 1967 (no longer in print). 28. ICBO Evaluation Service, 303 Siding and High-Load Diaphragms for APA T...

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