Max span 2x8 beam
[DOC File]Florida Building
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Carefully remove fences designated by the Engineer to the right-of-way limit, or to the end of the span beyond the right-of-way limit within a temporary construction easement or permit, or within a utility easement in support of utility work. ... Max. 15.0 25.0 *Dust-Asphalt ratio is the percent of material passing the No. 200 sieve divided by ...
[DOC File]Palmer township, Pennsylvania
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Hip rafter horizontal span* = = 19.4 ft. Determine the span, L, of the tributary load (1/2 of the jack rafter span) at the top of the rafter: L = 1/2 (13.71 ft)* = 6.86 ft *The clear span does not include the wall thickness of 3.5 inches. Determine the uniform load at the top end of the hip rafter (bottom end is 0 plf):
[DOC File]Chapter 3
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typical 4x4 with approved connectors6x6 required at beam splits 1/2” thru bolts or equivalent @ each beam. grade line42” below final grademinimumconcrete pad thickness(6” min)footing width(12” minimum)footing width(12” minimum) joist span . approved anchors. do not bolt to sides. solid concrete. do not mix concrete in holesuse clean ...
[DOCX File]Building Permits - Genesee Township, Michigan
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Where either retrofit stud on the side of an omitted stud would be required by Table 1704.1 to be 2x8, they both shall be 2x10. Lateral braces adjacent to the omitted lateral brace shall be minimum 2x6 lumber extend over four roof framing members and be fastened to each of the four attic-framing member crossed using minimum four (4) 3-inch long ...
[DOC File]EXAMPLE 5 - HUD User
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Size Spacing Spacing Size Max. Span. Ft. 2X2 36" 30 2X6 10 " 2X8 14 2X10 17 2X4(flat) 48" 48" 2X6 8* " 2X8 10* " 2X10 14* *Requires 2 framing anchors per connection. Beams supporting the above joists must be designed to resist the uplift force which is the most critical load.
How far can a 2x8 beam span without support?
Member Size Spacing Max Cantilever Span Based on ≤ 30 psf Ground Snow Load Uplift Force at Backspan Support in lbs. 2x8 12” 42” 139 2x8 16” 36” 151 2x10 12” 61” 164 2x10 16” 53” 180 2x10 24” 43” 212 2x12 16” 72” 228 2x12 24” 58” 279 a. Ratio of backspan to cantilever span shall be at least 2:1. b.
[DOC File]University of Arizona
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state was 85 mph (max. 3 second gust in 50 years). Under ASCE 7-10/CBC 2013, the design wind speed has increased to 110 mph (max. 3 second gust in 700 years). Despite the different definitions of wind speed, design wind pressures remain essentially unchanged.
[DOC File]SECTION 104 .us
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Hoisting capacity : Max. 550 KN on the two hooks with trolleys in any position - Hoisting capacity of each of the two main trolleys : 320 KN - Hoisting capacity of the auxiliary hoist : 50 KN - Bridge span : 26670 mm - Main hook lift : 43.00 m - Auxiliary hook lift : 42.00 m - …
[DOCX File]Welcome to City of Anderson, California
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Max wind-noise attenuation: 50 dB; Windshield basket must completely surround the microphone and its connector and provide not less than 30dB of wind noise attenuation; Windjammer must be made from high quality synthetic fur covers, designed to fit perfectly over the Modular Windshield;
[DOCX File]Saturs - Latvijas Televīzija
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delivery. Place of the Contract performance: Zakusalas krastmala 3, Riga, LV-1509, Latvia, premises of the Commissioning Party. Indicative approximate procurement funding is 1 012 214,00 EUR (one million twelve thousand two hundred fourteen euro and 00 cents), VAT exclusive.
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