10178996_2101 N. GREENBRIER - Plan

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LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAE 12 Ga 3"x8" Steel C Beam (Detail L18)16 Ga 3"x8" Steel C Beam (Detail L18) TABLE 2.5 Attached Single Freestanding or Attached Single Freestanding or Span Structure Multispan Units Span Structure Multispan Units GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH POST REQ'D POST MIN FOOTER E | 12' | 15 POST MIN FOOTER 8 |12' | 15' LOAD (FT)SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)ON SLAB SLAB (FT)TYPE 'd'(FD TYPE ·d·.B | .B (FT)(In) (In)(In) I (In) (In) (In) (in) I (In) 90 MPH EXPOSURE B 10 5 13·-7 LIVE i5 12'-4- 6 11'-4- 6.5 10'-5- 7 9-8' 7.5 9'-1" 8 8'-6" 8.5 8'-0" 9 TE 9.5 T-2- 10 6'-9- 10.5 6'-5- 11 6·-2- 11.5 5'-11- 12 57" 13 5·-2" 14 4'-10» 15 4'-6" 90 MPH EXPOSURE C 10 5 137 A 2946- C 31 31 33 LIVE 5.5 12'-4-A 287 C 31 31 33 6 11'-4-A 27·-9- D 32 32 33 6.5 10 5-A 27'-O- D 33 33 33 7 9'-8-A 26'-4- D 33 33 33 7.5 9.1 A 25'-9- D 34 34 34 8 8'-6-A 25'-1- D 34 34 34 8.5 8'-0"A 247 0 34 34 34 9 Te A 23'-5- D 35 35 35 9.5 7-2 A 22'-8- D 35 35 35 10 6·-9-A 27-0- 0 35 35 35 10.5 6-5 A 21'-4- D 35 35 35 11 67 A 20-9- 0 36 36 36 11.5 5'-11 A 207 0 36 36 36 12 5-8-A 19%8- D 36 36 36 13 5'-2"A 18'-8- D 36 36 36 14 4·-10-A 17·-10-D 37 37 37 15 45"A 17-1- O 37 37 37 90 MPH EXPOSURE B 20 5 T.1-A 22'-7- D 25 26 29 31 13·-0- C 21 23 26 27 LIVE 5.5 6-5"A 21'-4 D 25 26 28 30 12'-1- C 21 23 25 27 6 5011*A 20-3- D 26 26 28 30 11'4» C 21 22 25 27 6.5 5-5-A 19-3- D 26 26 28 30 10'-3- C 21 22 24 26 7 5'-1·A 18'-4-D 26 26 28 29 9-6-C 21 21 24 26 7.5 4'-7 A 1 7-7- O 26 26 27 29 8'-11- C 21 21 24 25 8 4'-5-A 16&11- O 27 27 27 29 8'-4" C 21 21 24 25 8.5 4'-2"A 16'-3- 0 27 27 27 29 T-10- C 21 21 23 25 9 3'-11-A 15'-8- O 27 27 27 28 r-5- C 21 21 23 25 9.5 3-7 A 15'-1 O 27 27 27 28 7-1- C 21 21 23 24 10 3'-6-A 14'-7- O 27 27 27 28 6-8- C 21 21 23 24 10.5 3'-4"A 14'-2-0 27 27 27 28 6-5- C 21 21 22 24 11 3'-2"A 13-9- O 28 28 28 28 6-1- C 21 21 22 24 11.5 3'-1"A 13'4- O 28 28 28 28 5'40· C 21 21 23 24 12 2'-11'A 12'-11" O 28 28 28 28 5'-r C 21 21 23 24 13 2%8"A 12'-3- D 28 28 28 28 5-2· C 21 21 23 25 14 2'-6"A 11'-8- D 28 28 28 28 4010= C 21 21 23 25 15 2%4"A 11'-1- D 28 28 28 28 4'·6" C 21 21 24 25 ICC ESR 1398 (2009 IBC) 10/11/2011 Double 12 Ga 3°x8' Steel C (Detail 18) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH ' GROUND POST MIN FOOTER 8' |12' | 15'SNOW SPACING POST SIZE CONSTRAINED FOOTER LOAD (FT)TYPE 'd Y | Y Y (PSF) tin) (In) I On) (In) 30%0' D 27 27 29 31 29.9-D 28 28 29 31 28'-11" E 29 29 29 31 28·-2- E 29 29 29 31 27-6" E 30 30 30 31 26'-10' E 30 30 30 31 26'-3" E 31 31 31 31 40 259 E 31 31 31 31 25'-3" E 32 32 32 32 24 10- E 32 32 32 32 24'-5" E 32 32 24'-0- E 33 33 23'-r E 33 33 23'-3- E 33 33 22'-11- E 34 34 22'-2- E 34 34 21'-5- E 35 35 209 E 35 35 A C 27 28 31 20·-3·C 24 25 28 C 27 27 30 A 29'.9•D 28 28 31 19'-0"C 24 25 28 D 28 A 28'-11"D 29 29 30 17tll"C 25 25 27 D 29 A 28'.2-0 29 29 30 17-0»C 25 25 27 D 30 A 2T-1-D 30 30 30 16'-2-C 25 25 27 D 31 A 26'-0-D 30 30 30 15 5-C 25 25 27 30-0•D 31 A 25'-1"D 30 30 30 14'-9"C 25 25 26 30·0•D 32 A 24'+2"D 31 31 31 14'-1.C 26 26 26 30-0•D 33 A 23'-5-D 31 31 31 13'-7"C 26 26 26 30.0»D 33 A 22'-8"D 31 31 31 13'-1 C 26 26 26 D 34 A 22'-0-D 31 31 31 12'-7-C 26 26 26 30'-0"D 35 A 21'-4"D 31 31 31 12'4 C 26 26 26 29'-10"D 35 D 32 32 32 11'-7-C 26 26 26 D 36 20'-2 D 32 32 32 11'-1-C 26 26 26 29-1 E 36 19-8 D 32 32 32 10'-7-C 26 26 26 28'-9-E 36 18'-8 D 32 32 32 9'-10-C 26 26 26 28'-1 E 37 30 lr-10-D 33 33 33 90-1-C 26 26 26 2T-6-E 38 17'-1-33 33 33 28 1 8'-6"C 26 26 26 26'-10-E 38 29 30 3 2 El %3 8 M A P! R %1 X R :8 * RR :% * 01 C 31 31 19-0 C 27 27 30 30-0-D 32 32 1T-11 C 28 28 30 D 33 33 1 7-0-C 28 28 30 30-0 D 34 34 16'-2 C 28 28 29 D 35 35 15'-5-C 28 28 29 30'-0-D 35 35 14'-9-C 29 29 29 30-0.D 36 36 14'-1-C 29 29 29 D 37 37 13'-r C 29 29 29 30'-0-D 38 38 13 1-C 29 29 29 D 38 38 137 C 29 29 29 29-6-D 39 39 12'-1-C 29 29 29 29-0-D 39 39 40 11'.7-C 29 29 29 28-7-D 40 40 11'.1-C 29 29 29 28'-2-D 40 40 10.7-C 29 29 29 27-9-E 40 40 9·-10'C 29 29 29 27-0-E 41 41 9·.1"C 29 29 29 E 42 42 8·-6 C 29 29 29 25'-9-E 42 42 12 Ga 3 x8 Steel C Eeam (Detail L18) TABLE 2.5 Attached Single Freestanding or . Span Suucture Multispan Units TRIB MAX POST MAX MAX POST LENGTH WIDTH POST REQ'C POST MIN FOOTER 8' |12' | 15' (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER ON SLAB SLAB (FD TYPE -d .B | '(r .€ (FT) (In) (In) I {in) (in) 90 MPH EXPOSURE B 5 4'-10-A 199 0 24 25 28 30 5.5 4'-4"A 18-7 D 24 25 28 29 6 4'4 A 17'-7"D 24 24 27 29 6.5 34"A 16-9" O 25 25 27 29 7 3'-5"A 15'-11 D 25 25 27 29 7.5 3'-2"A 15-3- 0 25 25 27 28 8 3'4 A 14'-7" E 25 25 26 28 8.5 2+-10"A 1491" E 25 25 26 28 9 7-8-A 13%60 E 26 26 26 28 9.5 2'-6"A GO" E 26 26 26 27 10 2-5 A 12'7 E 26 26 26 27 10.5 27 A 12'-2" E 26 26 26 27 11 2-2"A 11'-10- E 26 26 26 27 11.5 2'-1"A 11'-5" E 26 26 26 27 90 MPH EXPOSURE C 5 4'-10-A 19'-9· O 27 27 31 32 5.5 4'4 A 18'-7-D 27 27 30 32 6 4'-0"A 1 7-7-D 27 27 30 32 6.5 3'-8-A 16-9- D 28 28 29 31 7 3'-5"A 15'-11'D 28 28 29 31 7.5 3'-2"A 157 0 28 28 29 31 8 30 A 14'-r'E 28 28 29 31 8.5 2910"A 14'-1" E 29 29 29 30 9 2'·8"A 13'-6" E 29 29 29 30 9.5 2·-6-A 13'-0" E 29 29 29 30 10 2'-5"A 127 E 29 29 29 30 10.5 7-3-A 12-2- E 29 29 29 29 11 2'-2-A 11'-10- E 29 29 29 29 11.5 2'-1-All'-5- E 30 30 30 30 90 MPH EXPOSURE C 5 3'-7-A 16'-7 0 25 26 29 31 5.5 3'-3-A 15'-7-D 26 26 29 31 6 3'-0-A 14'-9-E 26 26 29 31 6.5 2'.9-A 13'-11 E 26 26 28 30 7 7-7-A 13'-3- E 26 '26 28 30 7.5 7-5-A 127 E 27 27 28 30 8 2'-3"A 127 E 27 27 28 29 8.5 7-1-A 11'-8-E 27 27 27 29 9 2'4 A 11'-2" E 27 27 27 29 9.5 1'-11-A 10-9- E 27 27 27 29 10 1'-9"A 10'-5-E 27 27 27 29 10.5 1'-8.A 10'-0-E 27 27 27 28 11 11-T A 9'-9"E 28 28 28 28 90 MPH EXPOSURE B 5 3'-T 5.5 3'-3" 6 3'4 6.5 7-9- 16 Ga 3™8" Steel C Beam (Detail L18) Attached Single Freestanding or Span Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |12' | 15' SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE d r | Y | Y (in) (in) I (in) I (In) 10'-8" C 19 22 25 26 9-5 C 20 22 24 26 8'-11" C 20 21 24 26 8-3 C 20 21 23 25 T.8 C 20 21 23 25 T-2" C 20 20 23 25 6'-9" C 20 20 23 24 6'-4"C 20 20 22 24 6'-0"C 20 20 22 24 5-8 C 20 20 22 24 5'-5"C 20 20 22 24 5-1 C 20 20 22 24 4'-11" C 20 20 22 24 4'-8.C 20 20 23 24 10-8' C 22 24 27 29 9-9" C 22 23 26 28 8'-11" C 22 23 26 28 8-3.C 22 23 26 27 7%8" C 22 22 25 27 T-T C 22 22 25 27 6'-9"C 22 22 25 26 6-4-C 22 22 24 26 6'-0-C 22 22 24 26 5'-8- C 22 22 24 26 5'-5-C 22 22 24 26 5'-1- C 22 22 24 26 4'-11-C 22 22 24 26 4'-8- C 22 22 25 26 8'-1- C 20 23 26 27 T-5-C 20 22 25 27 6-9- C 20 22 25 27 6·-3" C 20 22 24 26 5'-10" C 20 21 24 26 5-5- C 20 21 24 26 5'-1" C 20 21 24 25 4'-10' C 20 21 23 25 4'-6- C 20 21 24 25 493" C 20 21 24 · 26 4'-1" C 20 21 24 26 3'-11" C 20 21 24 26 3'-8" C 20 22 24 26 Double 12 Ga 3-x8- S eel C (Detail L8) Attached Single Freestanding or Span Structure Multispan Units MAX MAD< POST LENGTH POST MIN FOOTER 8' |17 | 15 SPACING POST SIZE CONSTRAINED FOOTER (Fr)TYPE ··-d' | -d- -dr (in) (In) 1 (in) (in) 26-9· E 26 26 29 31 25'-11 E 27 27 29 30 25'-2' E 28 28 28 30 24'-6" E 28 28 28 30 23%11 E 29 29 29 30 23'-5" E 29 29 29 30 22'-11" E 29 29 29 30 22'-5"E 30303030 22'-0" E 30 30 30 30 21'-r E 313131 21'-3"E 313131 20-11· E 31 31 31 20-7" E '32 32 32 20'-3 H '32 32 32 26'-9- E 30 31 33 25'-11- E 30 31 33 25·-2- E 31 31 33 24'-6- E '32 32 33 23'-11" E 32 32 32 23'-5- E 1 33 33 33 22'-11' E 1 33 33 33 22'-5" E 33 33 33 22%0" E 34 34 34 21-7" E 34 34 34 21'-3" E ,35 35 35 20-11- E 35 35 35 20'-T' E ,35 35 35 207 H 36 36 36 24'-4- E 29 31 33 23'-r' E 1 29 30 32 22·-11· E 30 30 32 22'-3"E 313132 21'-9" E 31 31 32 21'-r E 32 32 32 20'-9" E 32 32 32 20'-4· E 32 32 32 20'-0- H 33 33 33 19'-8- H 33 33 33 19·-4- H 1 34 34 34 19·-0- HI 34 34 34 18'-8' I 1 34 34 34 31 31 31 32 39 3C 31 32 31 32 32 32 34 34 3E 3E 3E 26 2. 31 31 39 3e 3: 32 34 34 NA16'-7"D 23 24 27 29 8·-1"C 18 21 23 25 A 15'-7-D 23 24 27 28 T-5 C 18 20 23 25 A 14'-9"E 23 24 26 28 6'-9"C 18 20 23 24 A 13'41-E 23 23 26 28 6'-3-C 18 20 22 24 32 7 7-7-A 13'-3 E 23 23 26 27 5'-10"C 18 19 22 24 33 7.5 2-5 A 12'-8 E 24 24 26 27 5'-5-C 18 19 22 33 8 2-3:00••Y< E 24 24 2,=E C 18 19 22 23 | | 33 8.5 34 35 35 /O/ #41 &8#0:09, E ,dmN-9,£ 25 pl.r,ft\../1 1 1 1 ./1 11 Pagef 60 NOV 5 2012 O O * 12 8 u 8 16