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SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE <br />12 Gauge x3"x8- Steel C (Detail T)Double 6Ga x3"x8" Steel C (Detail Tand AY'Double 12Ga 3"x8" Ste€ I C Beam (T and AY) <br />TABLE 6.8 Attached Freestanding or Attached Freestanding or Anached Freestanding or <br />Structure Multispan Units Structure Multispan Units Structure Multispan Units <br />GROUND TRIB POST POST MAJ<MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH <br />SNOW WIDTH SPACING REOD POST MIN FOOTER E | 17 | 15'POST MIN FOOTER 8' |17 | 15'POST MIN FOOTER E | 17 | 15 <br />LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER <br />(PSF)(FT)SLAB (FD TYPE 'd'Y | Y | Y (FT)TYPE 'd' .€(Fn TYPE -d-9 | .d' .€ <br />(In) (in) I (In) I (in)(In) (in)on) 1 01) On) On) 1 (In) (In) <br />105 MPH EXPOSURE B or 85 MPB EXPOS JRE C <br />10 5 13'-7 A 21'-2- 0 31 31 34 <br />LIVE 5.5 12'-4-A 20'-0- O 32 32 33 <br />LOAD 6 11'-4-A 19-0- D 32 32 33 <br />ONLY 6.5 10'-5-A 18'-1- D 32 32 33 <br />7 9-8-A 1 7-3- D 33 33 33 <br />7.5 9.1-A 16'-7- D 33 33 33 <br />8 8'-6-A 15'-11- D 33 33 33 <br />8.5 8%0"A 15'-3 0 33 33 33 <br />9 7-6-A 14'-9 0 34 34 34 <br />9.5 T-T A 14'-3- O 34 34 34 <br />10 6%9"A 13-9- O 34 34 34 <br />10.5 6*-5"A 13'-4- D 34 34 34 <br />11 67 A 12-11- D 34 34 34 <br />11.5 5*-11"A 12-7- D 35 35 35 <br />12 5%8"A 12-3- D 35 35 35 <br />13 5'-2"A 11'7 0 35 35 35 <br />14 4'-10'A 11·-0' O 35 35 35 <br />15 4'-6 A 10'€ 0 36 36 36 <br />105 MPH EXPOSURE C <br />10 5 13'-r A 18:10" 0 34 34 36 <br />LIVE 5.5 12'-4-A 17-9- D 34 34 35 <br />LOAD 6 11%4-A 16-10- D 34 34 35 <br />ONLY 6.5 100-5-A 16-0- D 35 35 35 <br />7 9-8-A 1503" D 35 35 35 <br />7.5 9-1-A 14'-r D 35 35 35 <br />8 8-6-A 14'-0- D 36 36 36 <br />8.5 8%0"A 13'-5- D 36 36 36 <br />9 7-6"A 12'41- D 36 36 36 <br />9.5 T -t A 12'-6 D 36 36 36 <br />10 6t9"A 12'-1-0 37 37 37 <br />10.5 6*-5"A 11'-8- 0 37 37 37 <br />11 6'-2"A 11'4' D 37 37 37 <br />11.5 5'-11"A 11'4' O 37 37 37 <br />12 5-8"A 10%8' 0 37 37 37 <br />13 5-2"A 10-1" 0 38 38 38 <br />14 4-10'A 9-7 0 38 38 38 <br />15 4'-6 A 9-2" E 38 38 38 <br />110 MPH EXPOSURE B or 90 MPM EXPOS JRE C <br />10 5 1307'A 20'-4- D 32 32 34 <br />LIVE 5.5 12'4 A 19'-2- D 32 32 34 <br />LOAD 6 11'-4-A 18·-2- D 32 32 33 <br />ONLY 6.5 10'-5'A 17'-4" D 33 33 33 <br />7 9'-8 A 16'-6- D 33 33 33 <br />7.5 9-1 A 15'40- D 33 33 33 <br />8 84-A 15'-2- 0 34 34 34 <br />8.5 8'-0"A 14·7 0 34 34 34 <br />9 TE A 14·-1- O 34 34 34 <br />9.5 T-27 A 137 0 34 34 34 <br />10 6'-9"A 13-2- D 35 35 35 <br />10.5 6'-9 A 12-9 D 35 35 35 <br />11 6'-2"A 12'-4- D 35 35 35 <br />11.5 5'-11 -A 129 0 35 35 35 <br />12 5'-8"A 11'-8- O 35 35 35 <br />13 5'-2"A 11'4 0 36 36 36 <br />14 4'-10-A 10'-6- 0 36 36 36 <br />15 4'-6 A 10'-O- D 36 36 36 <br />12 Gauc e x3"x8" Steel C (Detail T) <br />TABLE 6.8 Attached Freestanding or <br />Structure Multispan Units <br />GROUND TRIB POST POST MAX MAX POST LENGTH <br />SNOW WIDTH SPACING RED POST MIN FOOTER 8' |17 | 15' <br />LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER <br />(PSF)(FT)SLAB (FT)TYPE *d·.d' | 'd.•d• <br />(in) «n) I (In) I (In) <br />110 MPH EXPOSU RE B or 90 MPH EXPCSURE C <br />5 6-9 Alr-0· 0 30 30 33 35 <br />5.5 5-T A 16'4- D 30 30 32 35 <br />6 5'-8-A 157 D 31 31 32 34 <br />6.5 5'-2-A 14'-4"D 31 31 32 34 <br />7 41'-10- A 13'-8- D 31 31 31 33 <br />7.5 4'-6-A 13'-1- O 31 31 31 33 <br />8 4-3 A 12'-7- D 32 32 32 33 <br />8.5 4'-0"A 12'-1- O 32 32 32 33 <br />9 3-9-A 11'7 0 32 32 32 32 <br />9.5 3-7-A 117 D 32 32 32 32 <br />10 3'-4"A 10'-10- 0 32 32 32 32 <br />10.5 3'-2 A 10'-5- O 33 33 33 33 <br />11 3'-1 A 107 0 33 33 33 33 <br />11.5 2'-11" A 9'do- D 33 33 33 33 <br />110 MPHEXPOSUREC <br />5 6'.9 A 15'4 D 32 32 35 37 <br />5.5 6'-2"A 14'-2- D 33 33 34 37 <br />6 5-8-A 13'-5- D 33 33 34 36 <br />6.5 512"A 129 0 33 33 34 36 <br />7 4·-10" A 12-2- 0 34 34 34 35 <br />7.5 4'-6"A 117 D 34 34 34 35 <br />8 4'-3-A 11'-1- D 34 34 34 35 <br />8.5 4'-0-A 10'-8- 0 34 34 34 35 <br />9 3-9"A 10'-3" 0 34 34 34 34 <br />9.5 3-T A 9-10 0 35 35 35 35 <br />10 3-4" A 9-6- D 35 35 35 35 <br />10.5 3'-2"A 97 0 35 35 35 35 <br />11 3'-1-A 8'-11" D 35 35 35 35 <br />11.5 2'-11- A 8-7- E 35 35 35 35 <br />100 MPH EXPOSURE 8 or <br />5 5'-8-A 16'-5"O 28 28 31 33 <br />5.5 5 -T A 15'-6-0 28 28 31 33 <br />6 4'-9-A 14'-8"0 28 28 30 32 <br />6.5 4'-4.A 13'-11- 0 29 29 30 32 <br />7 4'-1-A 137 D 29 29 30 32 <br />7.5 3-9-A 12'-8- D 29 29 29 31 <br />8 3'-6-A 12'-2" D 29 29 29 31 <br />8.5 3'-4-A 11'-8- D 29 29 29 31 <br />21'-2"D 31 D 34 34 25 <br />D 32 D 35 35 <br />190-11"D 32 D 35 35 <br />19%4-D 33 33 33 < 25-0-D 36 36 <br />18'-7 D 33 33 33 ; 24-5 E 37 37 <br />17-11-0 34 E 37 37 <br />17'-4-D 34 E 38 38 <br />16'-10-0 34 E 38 38 <br />16'-4-0 35 E 39 39 <br />15'-10-D 35 E 39 39 <br />15'-5-D 35 35 26 211"E 40 40 <br />15'-0.D 36 E 40 40 <br />14'-8-D 36 E 40 40 <br />14'-3-D 36 E 41 41 <br />13·-11"D 36 E 41 41 <br />13'4 E 37 37 37 ;8< 15-e E 42 42 25 <br />12'-10"E 37 37 19'-5-E 43 43 <br />12'4 E 37 37 37 _><2 111"E 43 43 <br />:5: RA R:%*01* $101 99 9GG:99 <br />25'-6-D 37 37 <br />19'-0-0 35 35 36 24'-8"D 38 38 <br />18·-2-D 35 35 36 24'-0"E 39 39 <br />1 T-5 -D 36 36 36 23'-4-E 39 39 <br />16'-9-D 36 36 36 22'-9'E 40 40 <br />16'-2 37 37 37 22·-3-E 41 41 <br />15'-7-0 37 37 37 21·-10-E 41 41 <br />15'-1-D 37 37 37 21'-4"E 42 42 <br />14'-8-D 38 38 38 29-11"E 42 42 <br />14'-3"D 38 38 38 0233-r E 43 43 <br />13'-10"E 38 38 38 20'-3 E 43 43 43 <br />13'-5-E 38 38 38 19'-11-E 44 44 44 30 <br />13 1-E 39 39 39 19-7-E 44 44 44 <br />12'-9-E 39 39 39 19'4 E 45 45 45 <br />12·-6-E 39 39 39 19'-0.E 45 45 45 <br />11'-11"E 40 40 40 18'-6-E 46 46 46 <br />11'.5-E 40 40 40 18'-1-E 47 47 47 <br />11'-0.E 40 40 40 17·-6-E 47 47 47 <br />Agng ?:5 :g!9 <br />Double 16Ga x3"x8" Steel C (Detail T and i, <br />Attached Freestanding or <br />Structure Multispan Units <br />MAX MAX POST LENGTH <br />POST MIN FOOTER 8· | 12' | 15 <br />SPACING POST SIZE CONSTRAINED FOOTE <br />(FT)TYPE -8 .€.B | Id. <br />(In) On)Un) I (In) <br />18%4" D 31 31 33 36 <br />17-5" D 31 31 33 35 <br />16·4» D 32 32 33 35 <br />164 D 32 32 32 35 <br />15-4" D 32 32 32 34 <br />147 0 33 33 33 34 <br />14'-3" D 33 33 33 34 <br />13'-9" E 33 33 33 33 <br />13'-4- E 34 34 34 34 <br />13'-0" E 34 34 34 34 <br />127 E 34 34 34 34 <br />12'-3- E 34 34 34 34 <br />11'-11- E 35 35 35 35 <br />11-7- E 35 35 35 35 <br />16-8- D 33 33 36 38 <br />15'-10- D 34 34 35 37 <br />15-1- D 34 34 35 37 <br />14'-5- D 35 35 35 37 <br />13'-10- D 35 35 35 36 <br />13'-4- E 35 35 35 36 <br />12-10- E 36 36 36 36 <br />12'-5- E 36 36 36 36 <br />174" E 36 36 36 36 <br />11'4" E 37 37 37 37 <br />11'4" E 37 37 37 37 <br />11'-0" E 37 37 37 37 <br />10-8" E 37 37 37 37 <br />109 E 38 38 38 38 <br />17010- D 28 28 32 34 <br />17-0" D 29 29 31 33 <br />16'-3" 0 29 29 31 33 <br />15'-6" D 30 30 31 33 <br />14'41- 0 30 30 30 32 <br />14-5- 0 30 30 30 32 <br />13·-10 D 31 31 31 32 <br />13'-5'E 31 31 31 32 <br />Double 12Ga 3"x8" Stlel C Beam (T and AY <br />Attached Freestanding or <br />Structure Multispan Units <br />MAX MAX POST LENGTH <br />POST MIN FOOTER 8' |17 | 15 <br />SPACING POST SIZE CONSTRAINED FOOTER <br />(FT)TYPE 'd'9 | 'd. 9 <br />M On) 1 (in) 1 On) <br />24'-1- E 34 34 36 38 <br />23'-4" E 34 34 35 38 <br />22'-8- E 35 35 35 37 <br />22'4» E 36 36 36 37 <br />21'-6" E 36 36 36 37 <br />21'« E 37 37 37 37 <br />207 E 37 37 37 37 <br />207 E 38 38 38 38 <br />19-9- E 38 38 38 38 <br />19'-5- E 39 39 39 39 <br />19'-1- E 39 39 39 39 <br />18'-9- E 40 40 40 40 <br />18'€ E 40 40 40 40 <br />187 E 40 40 40 40 <br />227 E 37 37 38 41 <br />21'41' E 38 38 38 40 <br />21'-3" E 38 38 38 40 <br />294" E 39 39 39 40 <br />20'-2- E 40 40 40 40 <br />19'-9 E 40 40 40 40 <br />194- E 41 41 41 41 <br />18'-11- E 41 41 41 41 <br />18'-r E 42 42 42 42 <br />18 3- E 42 42 42 42 <br />17'-11 E 43 43 43 43 <br />1 r-6- E 43 43 43 43 <br />17-2- E 44 44 44 44 <br />16'-9- E 44 44 44 44 <br />23'-8- E 31 31 34 36 <br />22-11- E 32 32 34 36 <br />22'-3" E 33 33 33 35 <br />21'-8- E 33 33 33 35 <br />21'-2- E 34 34 34 35 <br />20'« E 34 34 34 35 <br />20'-3" E 35 35 35 35 <br />19'-10- E 35 35 35 35 <br />E 36 36 36 36 <br />E 36 36 36 36 <br />E 36 36 36 36 <br />E 37 37 <br />E 37 37 <br />)14 <br />V/L/*A <br />20 2011 <br />208 D 32 32 D 35 35 36 9 3'-2"A 11'-3"D 30 30 30 31 13'-0"E 31 31 31 31 19'-5" <br />26-0.D 33 D 35 35 36 9.5 A 10'-10"D 30 30 30 30 12'-7"E 31 31 31 31 19%1" <br />19'-5 D 33 0 36 36 36 10 2-10-A 10'-5 D 30 30 30 30 12'-3"E 32 32 32 32 18'-9- <br />18'-8 D 34 34 24-5 0 37 37 37 10.5 7-8.A 10'-1"0 30 30 30 30 11'-11-E 32 32 32 32 18·-6. <br />17-11"0 34 E 37 37 37 11 A 9.-9"0 30 30 30 30 11'.T'E 32 32 32 32 18'-2 <br />17-4-0 34 E 38 38 38 100 MPH EXPOSURE C <br />16'-9-0 35 E 39 39 39 30 5 A 15'-1"D 30 30 33 35 16'-8 D 31 31 34 <br />16'-2-D 35 E 39 39 39 5.5 5'-2"A 14'-2"0 31 31 33 35 15'-10 D 32 32 34 <br />35 E 40 40 40 6 A 13'-5"D 31 31 32 35 15'-1"D 32 32 33 <br />D 32 32 <br />14'-10"/ 90 ESS,C N <br />14'-1- <br />6 <br />13'-9-20'-2 <br />13 5-E 37 37 37 19'-11"E 42 42 42 <br />12'-10-E 37 37 37 19'-5-E 43 43 43 0 3 32 1 <br />12'-3 E 38 38 38 18'-11"E 44 44 44 -1 <br />11'-10"E 38 38 38 18-6-E 44 44 44 1.5. 2 "r 60.33 33 11'3/: 335E /6 )11.33 12/(1 L 1. FC <br />O / cl El <br />0 CT <br />191\2 OF CAL\·igned40 16231 ¢ 4 ONA U ·S'.9 NOV <br />37 37 <br />37 37 <br />/ 4 90r <br />5 2012 <br />ICC ESR 1398 (2009 IBC) 10/11/2011 r dyc Jo Ul uu ·-,res 9/301 p <br />.