10178996_2101 N. GREENBRIER - Plan

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LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL CO.ERS HIGH WIND AREAE 12 Ga 3"x8" Steel C Be am (Detail L18)16 Ga 3"*8" Steel C Beam (Detail 118) TABLE 3.5 Attached SIngle Freestanding or Attached Singte 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 8' |12' | 15'POST MtN 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·9 | V. | -d.(FT)TYPE 'd'4 | 9 •d• (FT)(in) (In) 1 (In) I On)(In) «n) I On) I On) 110 MPH EXPOSURI B 10 5 13'-7 A 27'-9· C 31 31 33 LIVE 5.5 12'-4·A 26·-11" C 31 31 33 6 11'4 A 26-2- C 32 32 33 6.5 10'-5-A 25'-5 0 33 33 33 7 9-8"A 24'-10- D 33 33 33 7.5 9'.1"A 247 0 34 34 34 8 8'-6 A 23-9- 0 34 34 34 8.5 8'0 A 23'-3- D 35 35 35 9 7-6-A 22'-10" D 35 35 35 9.5 7'-2"A 22-5- D 36 36 36 10 6'-9"A 27-0- D 36 36 36 10.5 6'-5-A 21'-4- D 36 36 36 11 6/2 A 20'-9- D 36 36 36 11.5 5011-A 207 0 37 37 37 12 A 19'-8 D 37 37 37 13 57 A 18'-8- D 37 37 37 14 4'-10 A 17'-10- O 37 37 37 15 4'-6"A 17'-1- D 38 38 38 100 MPH EXPOSUR{ C 10 5 137 A 28-5- C 33 33 35 LIVE 5.5 12'-4-A 27*-6- C 33 33 35 6 11'-4-A 26'-9- C 34 34 34 6.5 10-5-A 26'-0- D 35 35 35 7 9€A 25'-4- D 35 35 35 7.5 9-1-A 24'-10" D 36 36 36 8 8'-6 A 24'-3' D 36 36 36 8.5 8'-0"A 23-9" O 37 37 37 9 7-6-A 23'-4- O 37 37 37 9.5 T-7 A 29-8' O 37 37 37 10 6'-9"A 22'-0- D 38 38 38 10.5 6'-5"A 21'-4- D 38 38 38 11 6-2 A 20'-9- D 38 38 38 11.5 5'.11 -A 20-2- D 38 38 38 12 5'-8 A 19'-8- 0 39 39 39 13 5'-2"A 18'-8- O 39 39 39 14 4'-10"A 17-10- O 39 39 39 15 446-A 17'-1- D 40 40 40 105 MPH EXPOSURE C 10 5 13'-7"A 25·-7- C 33 33 35 LIVE 5.5 12'4 A 24'-10" C 33 33 35 6 11'-4-A 24·-1' C 34 34 34 6.5 10'-5-A 23'-6- C 35 35 35 7 9-8-A 22'-11- C 35 35 35 7.5 9'-1-A 22'-4- D 36 36 36 8 8'-6-A 21'-11- D 36 36 36 8.5 8'-0"A 21'-5- D 37 37 37 9 7-6-A 21'+1' D 37 37 37 9.5 T-2"A 20%8' D 38 38 38 10 6'-9-A 20-4· D 38 38 38 10.5 E-5.A 20'-0- D 38 38 38 11 6'-2"A 19-8- D 39 39 39 11.5 5'-11-A 19'-5' D 39 39 39 12 5'-8"A 19-1' O 40 40 40 13 5-2 A 18-7 0 40 40 40 14 4'-10 A 17-10" O 41 41 41 15 4'-6 A 1741" O 41 41 41 ICC ESR 1398 (2009 IBC) 10/11/2011 Double 12 Ga 3"x8" Ste 31 C (Detail L8) 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 (FD TYPE ·· .€-d d- (PSF) On) «n) (In) (In) 30'-0-C 32 32 32 25 19'-0-C 28 28 31 30'-0-D 33 33 33 17-11 C 28 28 30 344 D 34 34 1 7-0-C 29 29 30 39-0-D 34 34 16 2-C 29 29 30 30'-0-D 35 35 15'-5-C 29 29 29 30'-0-D 36 36 14*-9.C 29 29 29 29'-11"0 37 14'-1-C 29 29 29 29-4-D 37 13'-7-C 29 29 29 28'-9 D 38 13'-1-C 30 30 30 28'-3-D 38 12'-7-C 30 30 30 27-9 D 39 12'-1 C 30 30 30 2T-4 D 39 11'-7 C 30 30 30 26'-11 D 40 11'-1"C 30 30 30 26'-6 D 40 10'-7-C 30 30 30 25-2"D 40 9-10»C 30 30 30 25'-5 E 41 25 9'-1-C 30 30 30 24'-10-E 42 8'-6 C 30 30 30 24 3-E 42 88&88 81285 5% Vt: 30-0-C 33 33 30 -0-0 34 34 30'-0-0 35 35 30'-0-D 36 36 16'-2-C 30 30 31 30-0-D 37 37 15'-5 C 30 30 30 D 38 38 14'-9 C 31 31 31 30'-0-D 39 39 14'-1"C 31 31 31 30'-0-D 40 40 13·.7-C 31 31 31 29-5-D 40 40 13-1.C 31 31 31 28-11-D 41 41 12'-7*C 31 31 31 28'-5-0 41 41 12·-1 C 31 31 31 2T-11"0 42 42 42 30 11'-7 C 31 31 31 27-5-D 42 42 42 11'-1'C 31 31 31 27-1 42 42 10'-7-C 31 31 31 26'-9 0 43 43 9-10 C 31 31 31 260 E 44 44 1 41 42 3 9-1 C 31 31 31 25·4 E 44 44 8'-6"C 32 32 32 24'-10-E 45 45 5 R.9*0199. 20'-3 C 30 30 33 30'-0»C 34 34 D 35 35 D 36 36 D 37 37 16·-2 C 31 31 32 28'-10"D 38 38 15-5 C 31 31 31 25-2 D 38 38 14'-9"C 32 32 32 Tr --r D 39 39 30 14'+1'C 32 32 32 27-0-D 40 40 13'-7"C 32 32 32 26-6-D 40 40 13'-1"C 32 32 32 26'-1 D 41 41 137'C 32 32 32 25'-7-D 41 41 12'-1 C 32 32 32 25'-2 D 41 41 11'-7"C 33 33 33 24'-10"D 42 42 11'-1-C 33 33 33 24'-5 0 42 42 42 C 33 33 33 24'-1-D 43 43 43 9%10.C 33 33 33 23'-6-D 43 43 43 C 33 33 33 22*-11-D 44 44 44 8'-6"C 33 33 33 22'4 E 45 45 45 12 Ga 3"x8" Steel C Beam (Detail L18) TABLE 3.5 Attached Single Freestanding or Span structure Multispan Units TRIB MAX POST MAX MAX POST LENGTH WIDTH POST REOD POST MIN FOOTER Er |17 | 15' (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER ON SLAB SLAB (FO TYPE ·d ·d- 1 -d- -(r (FT) (In) (In) 1 (In) (in) 110 MPH EXPOSURE B 5 9-7 A 22'-0- O 28 28 32 34 i5 5'-2"A 20-9 D 29 29 31 33 6 4'-9"A 19'-8- 0 29 29 31 33 6.5 4'-5"A 18'-8- D 29 29 31 33 7 4'-1"A 17*-10- O 30 30 30 32 7.5 3'-10" A lr-1" O 30 30 30 32 8 3'7 A 16-5- O 30 30 30 32 8.5 3'-4"A 15'-9- 0 30 30 30 31 9 3'-2"A 157 0 31 31 31 31 9.5 3'-0"A 14'-8" E 31 31 31 31 10 2'-10" A 14'-2"E 31 31 31 31 10.5 2'-8-A 13'-9 E 31 31 31 31 11 2'-r A 137 E 31 31 31 31 11.5 7-6 A 12-11"E 31 31 31 31 110 MPH EXPOSURE C 5 59 A 22'-0" D 32 32 34 37 5.5 5'-2"A 20-9 0 32 32 34 36 6 4·-9 A 19'-8" D 33 33 34 36 6.5 4'-5"A 18'-8- 0 33 33 33 35 7 4'-1-A 1T-10- 0 33 33 33 35 7.5 3'-10" A 17-1" D 34 34 34 35 8 3'-7-A 16'-5" D 34 34 34 34 8.5 3·-4"A 15'-9" 0 34 34 34 34 9 3-2-A 157 0 34 34 34 34 9.5 3'-0-A 147 E 35 35 35 35 10 2'-10" A 14'-2" E 35 35 35 35 10.5 2'-8-A 13-9" E 35 35 35 35 11 2-7-A 1303" E 35 35 35 35 11.5 2,€A 1211 E 35 35 35 35 110 MPH EXPOSUREC 5 4010" A 199 D 31 31 34 36 5.5 4%4"A 18-7- D 31 31 33 35 6 4%0-A 177 0 32 32 33 35 6.5 3'-8.A 16·-9" O 32 32 32 35 7 3'-5-A 15'-11- D 32 32 32 34 7.5 3'-2-A 15-3- D 32 32 32 34 8 3'-0-A 147 E 33 33 33 34 8.5 2'-10- A 14'-1- E 33 33 33 33 9 7-8 A 13'-6"E 33 33 33 33 9.5 2%6"A 1340" E 33 33 33 33 10 2'-5-A 127 E 33 33 33 33 10.5 2-7 A 127 E 34 34 34 34 11 27 A 11'-10- E 34 34 34 34 110 MPH EXPOSURE B 5 4-10- A 199 0 27 28 31 33 28 28 30 32 29 29 30 31 29 29 29 31 90 0/ ./ 6.5 A 16'-9"D 7 3'-5"A 15'-11'D 7.5 3-27 A 15'-3"D 8 8.5 00 U·*I. IN 17 1/1/ la/* 16 Ga 3-x8" Steel C Eeam (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' (In) 12-7 C 30 11'-r C 30 10'-r C 29 9'-10" C 29 9'-1" C 28 8'4" C 28 84" C 28 Te C 27 7=1" C 27 67 C 27 6-5- C 27 6-1- C 27 5'-10· C 27 5'-7" C 27 12'-7- C 33 11'-7- C 32 10'-7" C 32 9'-10 C 31 9-1- C 31 5€ C 30 C 30 7'-6" C 30 Ta" C 29 6-9" C 29 6%5" C 29 6-1" C 29 5-10" C 29 9-7- C 29 10'-8" C 32 9-9- C 31 8-11" C 31 8'-r C 30 7'-8" C 30 7-2- C 30 6-5 C 29 64- C 29 6'-0" C 29 5%8" C 28 5'-5- C 29 5-1- C 29 4'-11" C 29 10-8" C 29 8'-r C 22 7%8- C 22 77 C 22 6-9" C 22 •d•·d··dr On)(in) 24 25 28 24 25 28 24 24 27 24 24 27 24 24 26 24 24 26 24 24 26 24 24 25 24 24 25 24 24 25 24 24 25 24 24 25 24 24 25 24 24 25 27 27 31 27 27 27 27 27 27 27 27 27 27 28 27 27 28 27 27 28 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 27 25 26 25 26 25 25 25 25 25 25 28 25 25 28 25 25 27 25 25 27 25 25 27 25 25 26 25 25 27 25 25 27 25 25 27 22 24 27 22 24 27 22 23 26 Ag n g 5.5 A 18'.7-D 28 28 31 32 9'-9-C 29. 40 - 6 4-0"A 17-7"D 28 28 30 32 8'-11"C 3UX V V -4-y o1 Py>941 '1 / Pul Double 12 Ga 3"x8- S eel C (Detail 18) 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 ·i 4 | 1 (In) I (In) 28'-5- E 32 34 27'-r E 2 32 34 26'-9 E 32 34 26·-1 - E 33 34 25'-5" E 2 33 33 24·-10- E 34 34 24'4- E 34 34 23'-10- E 35 35 23'-5- E : 35 35 23'-0" E 36 36 22-r E 36 36 22-3" E : 37 37 21·40· E :37 37 21-7 E : 37 37 28·-5" E : 35 37 27-r E 36 37 26-9" E 36 37 26'-1- E : 37 37 25-5- E 38 38 24·-10- E 38 38 24'4" E 39 39 23·-10· E : 39 39 23-5" E £ 40 40 23·J E 2 40 40 22·-7 E 4 41 41 22·-3 E 4 41 41 21·-10- E 4 41 41 21·-7- E 4 42 42 26'-9" E : 35 37 25'-11- E 35 36 25'-2" E 36 36 24'-6- E 36 36 23'-11· E I 37 37 23'-5" E 37 37 22'-11· E 38 38 22-5 E 38 38 22'-0" E : 39 39 21'-r E 39 39 219 E 40 40 20-11" E £ 40 40 20'-7" _* 2 41 41 xsed 49-2011 NOV 5 2012j --12_21.>007-18422*55?e1 . n)Un) I1 31 12 32 Q 33 16 17 /7 ;7 37 ;5 6 t7 t1 I1 41 12 42 -65856& =55 35 a 35 ..aaaix Ag! **17':gRAR??: 23 26 23 26 22 25 |27 22 25 F * 6/40/ 01 El(Pl6 / 1