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2300 MERRILL CREEK PKY SAFRAN 2022-06-29
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2300 MERRILL CREEK PKY SAFRAN 2022-06-29
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6/29/2022 9:12:41 AM
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6/29/2022 9:11:40 AM
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Street Name
MERRILL CREEK PKY
Street Number
2300
Tenant Name
SAFRAN
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Hoor Joist Span Tables 10 psf Dead Load and 20 p f Live Load <br /> Complies with 2009&2012 International Building Code(IBC) <br /> Allowable Floor Joist Span Table Notes <br /> 1. Spans are based on continuous support of compression flange over the full length of the joist. <br /> 2. Spans are based on tension flange laterally braced at maximum spacing of 8'-0". <br /> 3. For two equal spans,the listed span is the distance from either end to the center support,with the joist continuous over the center support. <br /> 4. Joists must be braced against rotation at all supports. <br /> 5. End shear and web crippling capacity have not been reduced for punchouts. <br /> 6. End web crippling check is based on 3'A"end bearing.Where listed allowable spans are followed bye",web stiffeners are required at end supports. <br /> 7. Interior support not checked for combined bending and web crippling.Web stiffeners are required at interior supports. <br /> 8. Shear capacity at interior support has been reduced for the presence of punchouts adjacent to the supports.Combined bending and shear check is based on <br /> unreinforced web in accordance with section C3.3.1 of AISI S100. span(rq Minimum Number of Rows <br /> 9. Total load deflection limited to L/240.Live load deflection limit is as noted. up to 16 ft. 1 row at mid-span <br /> 10. Alternate span live loading has been considered for two equal span conditions. ------------ <br /> 11. 11.See page 2 for additional table notes. 16 IL to 24 ft. 2 rows at 1/3 points <br /> 24 ft.to 32 rt. 3 rows at 1/4 points <br /> Bridging Recommendations <br /> Bracing components shall be designed in accordance with section D3 of AISI S100. The minimum number of rows required is shown in the table.Additional rows of <br /> bridging may be required by design. <br /> 10 psf Dead Load and 20 psf Live Load <br /> ( L1360 Live Load Deflection L?480 Live Load Deflection <br /> Section j F, Single Span Two Equal Spans I Single Span Two Equal Spans <br /> I Spacing fin) Spacing(in) Spacing(In) Spacing(in) <br /> • <br /> (lisi)l 12 tp=46 24 12 I 16 I 24 12 I 16 1 24 12 16 24 <br /> 6008162-33 33 14 6 + 12 7 e 10'3"a 14'6' 12'7" 10'1" 14'4" 12'7"a 10'3"a 14'6" 12 7" i 10'1" <br /> 600S200-33 33 15'6' 13 5"e ; 10'11"a 15'6 13'3" 10'5" 15'0" I 13'5"e bile 15'6" 13 3" 1 10'5" <br /> 600S162-43 33 17'2" 15'6" 12'8" 17'11 15'8"— 12 8" 15'7" ; 14'2" 12'5" 17'6" 15'6" 12'8" <br /> 600S200-43 j 33 18'0" 'I 16'0" J 13'1" 18'6" 16'0" 13'1" 16'5" 1 14'11" 13'0" 18'5" j 16'0" 13'1" <br /> 600S250-43 33 18'11" 16'5" 13'5"e 19'0" , 16'5" I 13'5" 17'2" 15'7" 13'5"e 19'0" 16'5" 13'5" <br /> 600S250-54 50 20'3" 18'5" 16'1" 22'9" 20'8" _ <br /> 16 5" 1 G'9" 15 2" 13'3" 18 9" j i 1 14 11" <br /> 600S162-54 50 18 5 16 9" 14 7" 20'8' 18'9' <br /> 17'3" 17'7" 16'0" 14'0" 19 9" 17 11' 15 8" <br /> 600S200-54 50 19 4 17 7" 15 4" 21'9'�• 18 9 17'10" 18'5" 1G 9" 14'8" 20'8" ! 18'10" 16'5" <br /> 600S162-68 50 19'9" 17'11" 15'8" 22'2" 20'2" 17'7" 17'11" 16'4" 14'3" 20'2" 18'4" 16'0" _ <br /> 600S200-68 50 20'9" 18'10" 18'8" 23'4" 21'2" 18'6" 18'10" I 17'2" 15'0" 21'2" 19'3" 16'10" <br /> 600S250-68 50 21'9" 19'9" 17'3" 24'5" 22'3" 19'5 19'9" 18'0" 15'8" 22'3" 20'2" 17'8" <br /> 600S162-97 50 21'11" 19'11" 17'4" 24'7" 22'4" 19'6" 19'11" I 18'1" 15'9" 22'4" 20'3" 17'9" <br /> 8008200-97 50 23'1" 20'11" 18'4" 25'11" 23'6" 20'7" 20'11" 19'0" 16'8" 23'6" 21'4" 18'8" <br /> 600S250-97 50 24'3" 22'0" 19'3" 27'2" 24'8" 21'7" 22'0" 1 20'0" 17'6" 24'8" 22'5" 19'7" <br /> 600S162-118 50 23'1" 21'0" 18'4" 25'11" 23'7" 20'7" 21'0" ' 19'1" 16'8" 23'7" 21'5" 18'9" <br /> 600S200 118 50 24 5 22 2' 19 4" 27'5' 24'11" 21 9" 22'2" 20'2" 17'7" 24 11" 22'7" . 19'9" <br /> 600S250-118 - 50 25 8' , 23 4" 20'4" 28'9" 26'2" 22'10" 1 23'4" ' 21 2" 18'6" 26'2' 23'9" 20'9" <br /> 800S162-33 1 33 16'9"e I I 14'6' e 1 1'10"e 15'8"a 13'0"a 9'10"a 16'9"e I 14'8"a 11'10"a 15'8"a 13'0"a 9'10"e <br /> -• 80 33 18'0"a 15 7"e 12'8"e 16'6"e 13'8"e 10 3 e 18'0'e 15're 12'8"e 16'6 a 13 8 e 10'3 e <br /> _ 800S162 43 ' 33_ 20 2' ` 17 6" 14'3"e 20'2' 17'6" 13 11" 10'6" 17 6" 14'3' e 20 2 17 6 13'11" <br /> .- " 18 8" 15'3" <br /> 800520D-43 33 21'7" 18 8" � 15'3"e J 21'7" 18'8 15'3' LO'/' 18 8" 15'3"a 21'7 <br /> 800S250-43 33 22 2" ; 19'2"e I 15'8"e 22'2" 19'2" 15'6" 21'5 19.2„e 15 8„e 22 2 19'2" 15'6" <br /> 800S162-54 50 I 23'3" 21'1" I 18'4" 26'0" 23'5" 19'1" 21'1" 19'2" j 16'9" 23'8' 21'6" 18'9" <br /> 800S200-54 50 24'4" 22'1" 19'4" 27'4" 24'10" 20'5" 22'1" 20' I" 1T 6" 24'10" 22'8" 19'8" <br /> 800S250-54 50 25'4" 23'1" 20'2" 28'6" 25'6" 20'10" 23'1' 20'11" 18'3" 25'10" 23'6" ' 20'S" <br /> 800S162-68 50 24'11" 22'8" 19'9" 28'0" 25'5" 22'3" 22'8' 70'7" j 18'0" 25'5' 23'1" 20'2" <br /> 800S200-68 50 26'1" 23'9" 20'9" 29'4" 26'8" 23'3" 23'9" 21'7" 18'10" 26'8' 24'2" 21'2" <br /> 800S250-68 % 50 27'3" ( 24'9" I 21'8" -r 30'7" 27'10" 24'3" 24'9` 22'6" j 19'8" 27'10" ! 25'3" 22'1" <br /> 800S162-97 50 27'8 25'2" j 22'0" 31'1" 28'3" 24'8" 25'2" 22'10" ! 20'0" 28'3" 25'8" 22'5" <br /> 8005200-97 50 29'0" 26 5" 23'1" 32 7" 29'7" 25'11 26'5" ( 24'0" 20'11" 29'7' 26'11" 23'6" <br /> 8005250-97 50 30'4" 27 7" 24'1" 34'1" 30'11" 27'1" 27'7" 25'1" 21'11" 30'11" 28'2" 24'7" <br /> 8005162-118 50 29'4" 26 7" 23'3" 32'11" 29'11" 26'1" 26'7" 21'2" 21'1" 29'11" 27'2" 23'9" <br /> 800S200-118 50 30'9" 27'11" 24'5" 34'6" 31'5" 27'5" 27'11" 25'5" 22'2" 31'5" 28'6" 24'11" <br /> 800S250-118 50 32'2" I 29'3" 25'6" 36'1" 32'10" 28'8" 29'3" 26'7" 23'2" 32'10" 29'10" 26'1" <br /> 10008162-43 33 22'4"a 19'4"a 15 10"a 22'3"e , 18'10"e ; 14'8"a 22 4 e ' 19 4'a 15'10 a 22'3"e 18'10"a 14 8"e <br /> 10008200-43 - 33 24'1"e 20'11"a 17 1"e 23'5"a 19'9 e 15 4"a 24 1 e 20 11"a 17'1' a 23'5"a 19'9"e 15 4"e <br /> 1000S250-43 j 33 24'10"e 21'6"a 17'6"a 24'5"e 20'6"e 15'10"e 24'10"e , 21'6"e 17'6"e 24'5"a 20'6"e 15'10'e <br /> 1000S200-54 50 28'10" 26'2" 22'9" 32'2" 27'10" 22 2" 25'2" 22'10" 19'11" 28'2" 25'6" I 21'2' <br /> 50 27'7' 25'0" 21'2" 29'11' 25'11" 21 <br /> 1 <br /> '2" 26 4" 23'10" 20'9 29'5" ! 26'8" I 22'2" <br /> 1000S250-54 50 30'3" 27'6" ( 23'4" 33'1" I 26'8" 23'1" 27'6" 25'0" 21'10" 30'10" f 28'1" 23'1" <br /> 1000S162-68 50 30'0" 27'2" 23'8" 33'8" 30'5" 25 0" 27'3" ! 24'9" 21'7" 30'7" 27'9" i 24'2" <br /> 10008200-68 50 31 3 28 5' 24'9" 35 0' 31'9" 26'9" _ 28'5" I 25'10" I 22'7" 31'11" 28'11" , 25'3" <br /> 10008250-68 50 32'6" 29 7' ! 25'10" 36 6' 33'2" 27'6" 29'7" 26'10" 23'5" _ 33'2" 30'2" ' 26'4" <br /> 10008182-97 50 33'4" 30'4" 26'6" 37'5" 34'0" 29'9" 30'4" ; 27'6" 24'1" 34'0" ( 30'11" , 27'0" <br /> 10008200-97 50 34'10" ' 31'8" 27'8" 39'1" 35'6" 31'0" 31'8" 28'9" ; 25'1" 35'6" 32'3" 28'2" <br /> 10008250-97 0 36'3" 32'11" 28'9" 40'9" 37'0" 32'4" 32'11" 29'11" J 26'2" 37'0" 33'7" 4—29'4" <br /> 10008162-118 50 35'4" 32'1" 28'0" 39'8" 38'0" 31'6" 32'1" 29'2" ' 25'6" 36'0" 32'9" ' 28'7" <br /> 1000S200-118 50 38'11" 33'7" 29'4" 41'8" 37'8" 32'11" 33'7" 30'6" 26'8" 37'8" 34'3" 29'11" <br /> 1000S250-118 50 38'6" 35'0" 30'7" 43'2" 39'3" 34'4" 35'0" 31'9" 27'9" 39'3" 35'8" 31'2" <br /> "e"Requires web stiffeners at end supports <br /> Web stiffeners required at all interior supports for 2-span conditions. <br /> Page 29 I Light Steel Framing Members www.steelnetwork.com I 1-888-474-4876 0820171 The Steel Network, Inc. <br />
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