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1 1 <br />SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES FOR HIGH WINDS <br />2.5" x6" Super Six (Multispan) Detail N3, A 3.5"x12" Super 12 (Multispan) Detail D <br />Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure <br />Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C <br />(psf) (in) 110 100 105 110 (psf)(in) 110 100 105 110 <br />10 0.018 8'-6" 8'-0"7'-8" 7'-8" 10 0.018 5'-3"3'-10" 3'-7" 3'-4" <br />2.5" x 12" Mark X (Multispan) Detail B <br />Ground Panel Wind Speed and Exposure <br />Snow Load Gauge Exp B Exposure C <br />(psf)(in) 110 100 105 110 <br />10 0.018 5'-5" 4'-2"3'-11" 3'-9" <br />296" Flat Panel (Multispan) Detail N2, C <br />Ground Panel Wind Speed and Exposure <br />Snow Load Gauge Exp B Exposure C <br />(psf) (in) 110 100 105 110 <br />10 0.018 8'-6" 8'-1"7'-8" 7'-8" <br />NO <br />ROF <br />Amerimax Building P/od <br />5208 Tennyson Part'' ay <br />Plano, Texas 75024 C 49990/1 <br />LIVE 0.024 10'-5"9'-10" 9'-5" 9'-5"LIVE 0.024 8'-9" 8'-2"7'-9" 7'-9"LIVE 0.024 7'-10" 7'-4"6'-11"6'-11"LIVE 0.024 10'-2" 9'-8" 9'-3" 9'-3"Carl Putnam, P. E. <br />0.032 12'-7" 11'-11" 11'-5"11'-5"0.032 12'-8"12'-0"11'-5"11'-5"0.032 10'-7"9'-11" 9'-5" 9'-5"0.032 12'-3" 11'-7" 11'-1" 11'-1" 3441 Ivylink Place <br />0.036 13'-8"13'-0"12'-5"12'-5"0.036 14'-2"13'-6" 12'-10" 12'-10"0.036 10'-7"9'-11" 9'-5" 9'-5"0.036 13'-3" 12'-7" 12'-0" 12'-0" Lynchburg, VA 245 4 \/ Ld <br />20 0.018 7'-4" 7'-0"6'-9" 6'-9" 20 0.018 3'-4" 3'-2" 3'-0"2'-10" 20 0.018 3'-9" 3'-6"3'-4" 3'-3" 20 0.018 7'-4" 7'-1"6'-10" 6'-10" (434) 384-2514 <-OFC5ESIP51 7LIVE0.024 9'-0" 8'-8" 8'-4" 8'-4"LIVE 0.024 7'-4"6'-11" 6'-7"6'-7"LIVE 0.024 6'-6"6'-2"5'-11"5'-11"LIVE 0.024 8'-10" 8'-6"8'-2"8'-2" carloutnam@comcast.net <br />0.032 10'-11" 10'-6"10'-2"10'-2"0.032 10'-11" 10'-5"10'-0"10'-0"0.032 8'-11" 8'-6" 8'-2"8'-2"0.032 10'-8"10'-3"9'-10"9'-10"OCT 20 2*1 \ EM <br />0.036 11'-10" 11'-5"11'-0"11'-0"0.036 12'-4"11'-9"11'-4"11'-4"0.036 9'-0" 8'-7"8'-2" 8'-2"0.036 11'-6"11 '-1"10'-8"10'-8"MAXIMUM ALLOWABLE TRIBUTARY W©T <br />25 0.018 7'-4"7'-0" 6'-9" 6'-6" 25 0.018 3'-4" 3'-0"2'-10"1 3'-9" 3'-4" 3'-3" 3'-1" 25 0.018 7'-4" 7'-1"6'-10" 6'-7"FOR PANEUHEADER COMBINATIONS I 1(U <br />0.024 9'-0" 8'-8"8'-4" 8'-1"0.024 7'-4"6'-11" 6'-7"L 6'-6" 6'-2"5'-11" 5'-7"0.024 8'-10" 8'-6" 8'-2"7'-11 "Panel # of #10 screws P t€*» <br />0.032 10'-11" 10'-6"10'-2"9'.10" <br />0.036 11'-10" 11'-5"11'-0"10'-8" <br />30 0.018 6'-9"6'-6" 6'-6" 6'-3" <br />0.024 8'-4" 8'-1" 8'-1"7'-10" <br />0.032 10'-2"9'-10"9'-10" 9'-6" <br />0.036 11'-0"10'-8"10'-8"10'-4" <br />40 0.018 6'-3"6'-1" 5'-11"5'-11" <br />0.024 7'-10" 7'-7" 7'-4"7'-4" <br />0.032 9'-6"9'-3"8'-11 "8'-11" <br />0.036 10'-4"10'-0" 9'-9"9'-9" <br />60 0.018 5'-5"5'-3" 5'-2" 4'-9" <br />0.024 6'-10" 6'-8" 6'-6"6'-4" <br />0.032 8'-3" 8'-1"7'-11" 7'-9" <br />0.036 9'-0"8'-10" 8'-7" 8'-5" <br />TABLE 4.11 <br />SINGLE SPAN TABLES <br />2.5" x6" Super Six (Si igle Span) Detail N3, A <br />Ground Panel Wind Speed and Exposure <br />Snow Load Gauge Exp B Exposure C <br />2'-8"25 0.01E <br />6'-3"0.022 <br />9'-8"0.03; <br />0'-11" <br />2'-7"30 <br />6'-0" <br />9'-4" <br />10'-6" <br />2'.0"40 <br />5'-6" <br />0.032 10'-11" 10'-5"10'-0" <br />0.036 12'-4"11'-9"11'-4" 1 <br />30 0.018 3'-0" 2'-10" 2'-8" <br />0.024 6'-7"6'-3" 6'-3" <br />0.032 10'-0" 9'-8"9'-8" <br />0.036 11'-4" 10'-11" 10'-11" <br />40 0.018 2'-8" 2'-7" 2'-1" <br />0.024 6'-0" 5'-9"5'-6" <br />0.032 9'-4" 9'-0"8'-9" 8'-9" <br />0.036 10'-6"10'-2"9'-10"9'-10" <br />60 0.018 1'-11" 0'-0" 0'-0"0'-0" <br />0.024 4'-6" 4'-4"4'-2" 4'-1" <br />0.032 8'-0" 7'-9"7'-7" 7'-5" <br />0.036 9'-1"8'-10" 8'-7" 8'-5" <br />TABLE 4.12 <br />3.5"x12" Super 12 (Si igle Span) Detail D <br />Ground Panel Wind Speed and Exposure <br />Snow Load Gauge Exp B Exposure C <br />! -=49*FFFIA.- 802" 140"0.032 195*9mt®L 9'-10" 9'-6' <br />A r.,C,501* <br />09 19'1 13 4*42§*- - 6.-5,1 <br />$'JujW. Z-83, <br />Ar'roto" <br />)1 6'-0"i T-2" <br />7'-1 "f AWN*00< 14*009>f 9'-5" <br />0,-01, 60 L / 0:0 ,2 -/#-4" 5'-3" <br />3 '-8"0.0% 1.4A414 4" 6'-3" <br />0.032 **C&46SSS53*15'-11" 509"O.032 '621 9/7349,2 7'-8" 7'-6" <br />0.036 6'-5" 6'-3" 6'-1"5'-11 "0.036 8'-9" 8'-6"8'-4" 8'-2" <br />TABLE 4.13 TABLE 4.14 <br />NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN <br />2.5- x 12' Mark X (Sirgle Span) Detail B 2"xe Flat Panel (Single Span) Detail N2, C <br />Ground Panel Wind Speed and Exposure Ground Panel Wind Lpeed and Exposure <br />Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C <br />V 5 2012 <br />ESSIONA <br />,PU <br />8 9 <br />6 <br />RE <br />r Irm E <br />30 <br />5'-4" <br />111EU 4 <br />7'-6" <br />2'-9"40 <br />7'-0" <br />757 1 Wk' <br />Headers Gauge <br />(in) <br />Dble 2x6.625 0.018 <br />RF Fascia 0.018 <br />3x8 0.018 <br />All Others 0.018 <br />Dble 2x6.625 0.024 <br />RF Fascia 0.024 <br />3x8 0.024 <br />All Others 0.024 <br />Dble 2x6.625 0.032 <br />RF Fascia 0.032 <br />3x8 0.032 <br />All Others 0.032 <br />Dble'2x6.625 0.036 <br />RF Fascia 0.036 <br />3x8 0.036 <br />All Others 0.036 <br />1 I 2 I 3 2 I 3 INILQ ,v,-1 - 1 <br />90 mohExp B 90 m,h ExPC T'thn.trE@ C <br />3' 6' MAX 4'MAX MAX 3'4' MAX MAX <br />3' MAX MAX MAX MAX MAX MAX MAX MAX MAX <br />3' 6' MAX 4'MAX MAX 3'4' MAX MAX <br />3' 6' MAX 4'MAX MAX 3'4' MAX MAX <br />4' 8'12' 6'9' MAD< 4'6' MAX MAX <br />4' MAX MAX MAX MAX MAX MAX MAX MAX MAX <br />4' 8'12' 6'9' MAX 4'6' MAX MAX <br />4' 8'12' 6'9' MAD< 4'6' MAX MAX <br />5' 10' MAX 7'11' MAX 5' 7'10' MAX <br />5' MAX MAX MAX MAX MAX 5' MAX MAX MAX <br />5' 11' MAX 8'12' MAD< 5'8' 10' MAX <br />5' 11' MAX 8'12' MAX 5'8' 10' MAX <br />5' 10' MAX 7'11'15' 5' 7'10'12' <br />6' MAX MAX MAX MAX MAX 5' MAX MAX MAX <br />6' 12' MAO< 9'13' MAX 6'9' 12' MAX <br />6' 12' MAX 9'13' MAX 6'9' 12' MAX <br />(psf) (in) 110 100 105 110 (psf)(in) 110 100 105 110 (psf)(in) 110 100 105 110 (psf) (in) 110 100 105 110 'MAX' means the maximum possible tributary width <br />10 0.018 7'-11" 7'-4" 7'-0" 6'-8" 10 0.018 2'-5"2'-1" 1'-10" 1'-8" 10 0.018 6'-7"6'-2" 5'-10" 5'-7" 10 0.018 7'-4" 7'-1"6'-10" 7'-8"Minimum number of screws is on per panel <br />LIVE 0.024 11'-11" 11'-1"10'-6" 8'-2"LIVE 0.024 11'-1 " 8'-5" 8'-0" 7'-7"LIVE 0.024 8'-7" 8'-1"7'-8" 7'-4"LIVE 0.024 10'-7"8'-10" 8'-4"10'-7"MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND#14 SCREWS <br />0.032 14'-3"13'-6" 12'-10" 12'-3"0.032 13'-3"12'-7"12'-0"12'-0"0.032 11'-11" 11'-6"11'-1"11'-1"0.032 12'-5" 11'-10" 11'-3"12'-5"FOR PANEUHEADER COMBINATIONS Table 4.10 <br />0.036 15'-3"14'-6" 13'-10" 13'-4"0.036 14'-2"13'-6" 12'-11" 12'-11"0.036 12'-5"12'-0"11'-5"11'-0"0.036 13'-3"12'-7"12'-0"13'-3"Panel # of #14 screws PER FOOT to at ach panel to header <br />20 0.018 7'-7" 7'-4"7'-0" 6'-8" 20 0.018 2'-5"2'-1 1'-10" 1'-8" 20 0.018 5'-11" 5'-8" 5'-6" 5'-5" 20 0.018 6'-7" 6'-5" 6'-2"6'-10"Headers Gauge 1 | 2 |1|2|3 1|2|3|4 <br />LIVE 0.024 10'-6" 9'-1 "8'-10" 8'-2"LIVE 0.024 8'-6"7'-11" 7'-6"7'-1"LIVE 0.024 7'-9" 7'-6"7'-3" 7'-1"LIVE 0.024 8'-3" 8'-0"7'-9" 8'-6"(in) 90 moh Exp B 90 m,h Exp C 110 mph Exp C <br />0.032 12'-5" 11'-11" 11'-6"11'-6"0.032 11'-6"11'-1"10'-8"10'-8"0.032 10'-8" 9'-3"9'-0" 8'-9"0.032 10'-10" 10'-5" 9'-1"10'-10" Dble 2x6.625 0.018 4'8' MAX 3'5' MAX 2' 4'5' MAX <br />0.036 13'-3"12'-9"12'-4"12'-4"0.036 12'-4" 11'-10" 11'-5"11'-5"0.036 11'-0"10'-7" 9'-3"9'-0"0.036 11'-6"11'-1"10'-8"11'-6"RF Fascia 0.018 4' MAX MAX 3' MAX MAX 2' MAX MAX MAX <br />25 0.018 7'-7"7'-1 "6'-11" 6'-8" 25 0.018 2'-5" 2'-1"1'-10" 1'-8" 25 0.018 5'-11" 5'-6" 5'-5" 5'-3" 25 0.018 6'-7" 6'-2"6'-0" 6'-7"3x8 0.018 4'8' MAX 3'5'MAX 2' 4'5' MAX <br />0.024 10'-6"8'-10" 8'-7" 8'-2"0.024 8'-6" 7'-6"7'-1" 6'-8"0.024 7'-9" 7'-3" 7'-1"6'-10"0.024 8'-3" 7'-9"7'-6" 8'-3"All Others 0.018 4'8' MAD< 3'5'MAX 2' 4 5' MAX <br />0.032 12'-5" 11'-11" 11'-6"11'-2"0.032 11'-6"11'-1"10'-8" 9'-2"0.032 10'-8" 9'-0"8'-9" 8'-6"0.032 10'-10" 10'-5"8'-10" 10'-10" Dble 2x6.625 0.024 5'10' MAX 4'7' MAX 2'5' MAX MAX <br />0.036 13'-3"12'-9"12'-4" 11'-11"0.036 12'4" 11'-10" 11'-5"11'-1"0.036 11'-0"10'-7" 9'-0"8'-9"0.036 11'-6"11'-1"10'-8"11'-6"RF Fascia 0.024 5' MAX MAX 4' MAX MAX 2' MAX MAX MAX <br />30 0.018 7'-1"6'-11" 6'-9" 6'-7" 30 0.018 2'-5" 2'-1"1'-10" 1'-8" 30 0.018 5'-6" 5'-5"5'-3"4'-6" 30 0.018 6'-2" 6'-0"5'-10" 6'-51'3x8 0.024 5'10' MAX 4'7' MAX 2'5' MAX MAX <br />0.024 8'-10" 8'-7" 8'-4"8'-2"0.024 7'-6" 7'-1"6'-8" 6'-4"0.024 7'-3" 7'-1"6'-10" 6'-8"0.024 7'-9" 7'-6"7'-4" 8'-0"All Others 0.024 5'10' MAX 4'7' MAX 2'5' MAX MAX <br />0.032 11'-6"11'-2"11'-2" 10'-10"0.032 10'-8" 9'-5"9'-2" 9'-0"0.032 9'-0" 8'-9"8'-6" 8'-3"0.032 9'-1"8'-10" 8'-7"10'-5"Dble 2*6.625 0.032 7'14' MAX 5'10' MAX 3'6' 10' MAX <br />0.036 12'-4" 11'-11" 11'-11" 11'-7"0.036 11'-5"11'-1"11'-1"10'-9"0.036 9'-3" 9'-0"8'-9" 8'-6"0.036 10'-8" 9'-5" 9'-2"11'-1"RF Fascia 0.032 7' MAX MAX 5' MAX MAX 3' MAX MAX MAX <br />40 0.018 6'-9"6'-7" 6'-5"6'-3" 40 0.018 2'-5" 2'-1"1'-10" 1'-8" 40 0.018 5'-3"4'-6" 4'-4" 4'-2" 40 0.018 5'-10" 5'-9"5'-7" 5'-10"3x8 0.032 7'14' MAX 5'10' MAX 3'6' 10' MAX <br />0.024 8'-4" 8'-2"7'-11" 7'-9"0.024 6'-8" 6'-4"6'-1" 5'-9"0.024 6'-10" 6'-8" 6'-6"6'-5"0.024 7'-4" 7'-2"7'-0" 7'-4"All Others 0.032 7' 14' MAX 5'10' MAX 3'6' 10' MAX <br />0.032 10'-10" 10'-6" 9'-5"9'-3"0.032 9'-2" 9'-0"8'-9" 8'-7"0.032 8'-6" 8'-3" 8'-1"7'-11"0.032 8'-7" 8'-5" 8'-2"8'-7" Dble 2x6.625 0.036 7'14' MAX 5'10'15' 3'6' 10' MAX <br />0.036 11'-7"11'-3" 10'-11" 10'-11"0.036 10'-9"10'-5" 9'-5"9'-2"0.036 8'-9" 8'-6"8'-4" 8'-2"0.036 9'-2" 9'-0"8'-9" 9'-2"RF Fascia 0.036 7' MAX MAX 5' MAX MAX 4' MAX MAX MAX <br />60 0.018 6'-0" 5'-11 " 5'-9"5'-8" 60 0.018 2'-0" 0'-0"0'-0"0'-0" 60 0.018 4'-0"0'-0" 0'-0" 0'-0" 60 0.018 5'-3" 0'-0"0'-0" 5'-3"3x8 0.036 8'MAX MAX 5'11' MAX 4'7' 11' MAX <br />0.024 7'-5" 7'-3"7'-2" 7'-0"0.024 5'-4" 0'-0"0'-0" 0'-0"0.024 6'-1" 6'-0"5'-10" 5'-9"0.024 6'-6" 6'-5"6'-3" 6'-6"All Others 0.036 8'MAX MAX 5'11' MAX 4'7' 11' MAX <br />0.032 8'-10" 8'-8"8'-6" 8'-4"0.032 8'-2"8'-0" 7'-10" 7'-9"0.032 7'-7" 7'-5"7'-3" 7'-2"0.032 7'-8"7'-6" 7'-5" 7'-8" <br />0.036 9'-6"9'-3" 9'-1"8'-11 "0.036 8'-9" 8'-7"8'-5" 8'-3"0.036 7'-10" 7'-8" 7'-6"7'-4'0.036 8'-2" 8'-1"7'-11" 8'-2" <br />ILL t=bK 396 CLUUy *BLEVY.*6UU 1 1 TABLE 4.16 Yage ly-f*#6£4.17 TABLE 4.18