10178996_2101 N. GREENBRIER - Plan

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SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE Classic Extruded Fasci; (Detail H)Alaskan Extruded Fasc a (Detail K)Double Steel Cloverleaf (Detail AA) TABLE 6.6 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAD< POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQD POST MIN FOOTER 8' |10 | 17 POST MIN FOOTER 8 |10 | 12'POST MIN FOOTER E | 19 | 12 LOAD (FT)ON SLAB FOR SPACING POST SUE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE ·d·(Fn TYPE 'd'Y | Y | 9 (Fr)TYPE dr -d | -d |.B M (In)(in) I (in)M On) I (In) I (in)en) (in) 1 (In) 1 (In) 105 MPH EXPOSURi B or 85 MPE EXPOS JRE C 10 3 22·-8-A 14'-2- B 23 23 24 26 12'-4- B 22 22 23 25 12'-10- B 22 23 25 26 LIVE 3.5 19'-5 A 13'-6- B 24 24 24 25 11'-9- 8 23 23 23 24 12'-2.B 23 23 24 26 LOAD 4 11-0-A 12'-11' C 25 25 25 25 11'-2- 8 23 23 23 24 11'-8 B 24 24 24 26 ONLY 4.5 15'+1-A 12-5- C 25 25 25 25 10-9 C 24 24 24 24 11'-2-C 24 24 24 25 5 137 A 9 C 26 26 26 26 109 C 25 25 25 25 10-10-C 25 25 25 25 5.5 12'-4 A 11'-7- C 26 26 26 26 9-11 C 25 25 25 25 10'-6-C 25 25 25 25 6 11'-T A 11-3- C 27 27 27 27 9'-6- C 25 25 25 25 10-2- C 26 26 26 26 6.5 10'-5 A 11-0- C 27 27 27 27 9-1 C 26 26 26 26 9'-11 C 26 26 26 26 7 9'-8"A 10-8- C 28 28 28 28 8'-9" C 26 26 26 26 9-8- C 27 27 27 27 7.5 9-1 A 10-5- C 28 28 28 28 8-5-C 26 26 26 26 9-5*C 27 27 27 27 8 8'-6-A 10-3- C 29 29 29 29 8-2-C 26 26 26 26 9.3 C 28 28 28 28 8.5 8'-0-A 10-0- 0 29 29 29 29 r-10- C 27 27 27 27 9-1' C 28 28 28 28 9 T-6"A 9-10- O 29 29 29 29 T-T C 27 27 27 27 8'+11 C 28 28 28 28 9.5 T -2-A 9·-8- D 30 30 30 30 T-5-C 27 27 27 27 8·-9- C 29 29 29 29 10 6'-9"A 9-6- D 30 30 30 30 T-7 C 27 27 27 27 8·-7 0 29 29 29 29 11 6'-2-A 9-2- D 31 31 31 31 6-10- C 28 28 28 28 87 0 29 29 29 29 12 5'-8-A 8·-11 -0 31 31 31 31 6·€ C 28 28 28 28 7-10- D 30 30 30 30 13 5'-2-A 8-8- O 32 32 32 32 67 C 28 28 28 28 7-6- D 30 30 30 30 105 MPH EXPOSURI C 10 3 224-A 13'-3' C 25 25 26 28 11'4' B 24 24 25 26 12'-0- B 24 25 26 28 LIVE 3.5 19'-5-A 12'-7- C 26 26 26 27 10'-11-C 25 25 25 26 11'4" C 25 25 26 28 LOAD 4 17'-0-A 124- C 27 27 27 27 10 5- C 26 26 26 26 10'-10" C 26 26 26 27 ONLY 4.5 15'-1-A 11'-7- C 28 28 28 28 9-11- C 26 26 26 26 10-9 C 27 27 27 27 5 13'-7-A 11'-2- C 28 28 28 28 9·-5-C 27 27 27 27 10-1- C 27 27 27 27 5.5 12'-4-A 10-10- C 29 29 29 29 8-11- C 27 27 27 27 9-9- C 28 28 28 28 6 11'-4 A 10-6- C 29 29 29 29 8'-6"C 27 27 27 27 9-6- C 28 28 28 28 6.5 10'-5 A 10-3- C 30 30 30 30 87 C 28 28 28 28 9-3" C 29 29 29 29 7 9'-8"A 10'-0- D 30 30 30 30 7-10-C 28 28 28 28 94" C 29 29 29 29 7.5 9-1.A 9-9- D 31 31 31 31 77 C 28 28 28 28 8'-10- C 30 30 30 30 8 8'-6"A 9-7-D 31 31 31 31 7-3 C 29 29 29 29 87 0 30 30 30 30 8.5 8'-0-A 94-D 32 32 32 32 7-1" C 29 29 29 29 8-5" D 31 31 31 31 9 74 A 9-2-D 32 32 32 32 6'-10- C. 29 29 29 29 87 0 31 31 31 31 9.5 Tr A 94" D 33 33 33 33 67 0 29 29 29 29 7-11- D 31 31 31 31 10 6'-9-A 8-10· 0 33 33 33 33 6'-5" C 30 30 30 30 7-9- O 32 32 32 32 11 6'-2-A 8'-7- O 34 34 34 34 6'-1" 0 30 30 30 30 7-5" D 32 32 32 32 12 5-8-A 8'-4- O 34 34 34 34 5'-10- 0 30 30 30 30 7-1" D 32 32 32 32 13 5-2-A 8'-0-0 35 35 35 35 5'4 0 31 31 31 31 6·-10" D 33 33 33 33 110 MPH EXPOSURE 8 or 90 MIl EXPOSJRE C 10 3 27-8-A 13'-10" 8 24 24 25 26 12'-0- 8 22 22 24 25 12-6 8 23 24 25 26 LIVE 3.5 19'-5-A 13'+2 C 24 24 24 26 11'-5- B 23 23 23 25 11-11-8 24 24 25 26 LOAD 4 17-0*A 12'-7- C 25 25 25 26 10'-11" 8 24 24 24 25 11'4 C 24 24 25 26 ONLY 4.5 15'-1 A 12'-1" C 26 26 26 26 10-6- C 25 25 25 25 10-11-C 25 25 25 26 5 13'-7-A 11'-8- C 26 26 26 26 10'-1 C 25 25 25 25 10-6» C 25 25 25 26 5.5 12'-4'A 11'-4-C 27 27 27 27 9-7- C 25 25 25 25 1003" C 26 26 26 26 6 11'-4"A 11%0" C 27 27 27 27 97 C 26 26 26 26 9-11" C 27 27 27 27 6.5 10'-5'A 104· C 28 28 28 28 8-9" C 26 26 26 26 9-8-C 27 27 27 27 7 9'-8-A 10-5· C 28 28 28 28 8'-5- C 26 26 26 26 9-5- C 27 27 27 27 7.5 9·.1-A 10-2 C 29 29 29 29 8·-1- C 27 27 27 27 97 0 28 28 28 28 8 8'-6-A 10-0- D 29 29 29 29 7-10- C 27 27 27 27 9-0- C 28 28 28 28 8.5 8'-0"A 9'-9 D 30 30 30 30 r-r C 27 27 27 27 8'-10" C 29 29 29 29 9 7-6 A 97 0 30 30 30 30 74" C 27 27 27 27 818" C 29 29 29 29 9.5 T-2-A 9-5- 0 30 30 30 30 7·-1- C 28 28 28 28 84" 0 29 29 29 29 10 6'-9-A 9-3-D 31 31 31 31 641-C 28 28 28 28 8'-3- 0 30 30 30 30 11 6'-2-A 94" D 31 31 31 31 6-7-C 28 28 28 28 7-10- 0 30 30 30 30 12 5'-8 A 8'-9"D 32 32 32 32 67 C 29 29 29 29 7-6- 0 31 31 31 31 13 5-2-A 8'-6" D 33 33 33 33 5-11· C 29 29 29 29 T€ O 31 31 31 31 ICC ESR 1398 (2009 IBC) 10/11/2011 . Classic Extruded Fasc a (Detail H) TABLE 6.6 Attached Freestanding or Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH SNOW WIDTH SPACING REQU POST MIN FOOTER 8· | 10 | 12 LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE ·d· ·cr 'd· | 'd On) (In)(In) I on) 110 MPH EXPOSURE B or 90 MPH EXPCSURE C 25 3 11'-4- A 12'-6- C 23 23 24 26 3.5 9-8-A 11-11- C 24 24 24 25 4 8'-6 A 11'-4 C 24 24 24 25 4.5 T.6-A 10'41- C 25 25 25 25 5 5-9'A 19-7- C 25 25 25 25 5.5 5-2-A 10-3- C 26 26 26 26 6 5'-8-A 9-11- O 27 27 27 27 6.5 5-2- A 9'-8-0 27 27 27 27 7 4-10" A 9'-5-0 27 27 27 27 75 4'-6- A 9-2-0 28 28 28 28 8 47 A 94 0 28 28 28 28 8.5 4'-0-A 8-10- 0 29 29 29 29 9 39 A 8%8" O 29 29 29 29 9.5 3-7- A 8-6- 0 29 29 29 29 110 MPHEXPOSUREC 25 3 1104" A 11'-9" C 25 25 26 28 3.5 9-8,A 117 C 26 26 26 27 4 2-6-A 10-8- C 27 27 27 27 4.5 TE A 10-3- C 27 27 27 27 5 6-9 A 9-11"O 28 28 28 28 5.5 6'-2- A 9-7- O 29 29 29 29 6 5'-8- A 9'-4- D 29 29 29 29 6.5 5-2- A 9'-1- 0 30 30 30 30 7 4'-10" A 8'.10- 0 30 30 30 30 7.5 4'-6- A 8'-8-D 31 31 31 31 8 4'-3- A 8-5-D 31 31 31 31 8.5 44" A 8'-3-D 32 32 32 32 9 39 A 8-1-D 32 32 32 32 9.5 3-r A 7-10- D 32 32 32 32 100 MPH EXPOSURE B or 30 3 9'-6-A 12'-4-C 21 22 23 24 3.5 87 A 11'« C 22 22 23 24 4 7-1"A 11'·2" C 23 23 23 24 4.5 6-4-A 10-9" C 23 23 23 24 5 5%8-A 10%4"C 24 24 24 24 5.5 5'.2-A 10%0" C 24 24 24 24 6 4'-9"A 9.9'0 25 25 25 25 6.5 4·4"A 9%60 0 25 25 25 25 7 4'-1"A 9'-3"O 26 26 26 26 7.5 3'-9" A 9-1.D 26 26 26 26 8 3'-6-A 8'-10" D 26 26 26 26 8.5 3'-4" A 8'-8-D 27 27 27 27 9 37 A 8'-6"D 27 27 27 27 100 MPH EXPOSUREC Alaskan Extruded Fascia (Detail K) Attached Freestanding or Structure Multispan Units MAX MAU< POST LENGTH POST MIN FOOTER 8' |10' | 12' SPACING POST SIZE CONSTRAINED FOOTEF (FD TYPE -d' | Id'·d· M (in) I (In) I M 10-10" 8 22 22 23 25 104" C 22 22 23 24 9'-8" C 23 23 23 24 9'-1"C 23 23 23 24 87 C 24 24 24 24 87 C 24 24 24 24 7-9 C 25 25 25 25 T-5 C 25 25 25 25 T -2 C 25 25 25 25 6'-11 C 25 25 25 25 6-8- C 26 26 26 26 6-5-C 26 26 26 26 5-3-C 26 26 26 26 64- C 26 26 26 26 107 C 24 24 25 26 9-5-C 24 24 25 26 8-9- C 25 25 25 26 8'-3-C 25 25 25 26 T-9- C 26 26 26 26 T-5-C 26 26 26 26 r-0- C 27 27 27 27 5-9- C 27 27 27 27 6-5-C 27 27 27 27 6-2-C 27 27 27 27 6-0- C 28 28 28 28 5-9 0 28 28 28 28 57 0 28 28 28 28 5'-5-0 28 28 28 28 10'-8- C 20 21 22 23 10'-2" C 21 21 22 23 9'-5"C 21 21 22 23 8'-10" C 22 22 22 23 8-5-C 22 22 22 22 7-11" C 22 22 22 22 7-7- C 23 23 23 23 T-3-C 23 23 23 23 T.7 C 23 23 23 23 6-8- C 23 23 23 23 6'-5-C 24 24 24 24 63-C 24 24 24 24 6'-0" C 24 24 24 24 Double 3teel Cloverleaf (Detail AA) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8 |10 | 17 SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE d d' | .d- .€ (In) (In) I M I (In) 11'-3- C 22 23 25 26 10'-9- C 23 23 24 26 10-3" C 23 23 24 26 9'-10- C 24 24 24 25 9'-6- C 25 25 25 25 9-3-C 25 25 25 25 8'-11- C 26 26 26 26 8'-9-C 26 26 26 26 8'46-0 27 27 '27 27 8'-3-D 27 27 27 27 8'-0- 0 27 27 '27 27 7-9- O 27 27 27 27 Te D 28 28 28 28 77 0 28 28 28 28 107 C 24 25 '26 28 10'-1-C 25 25 26 28 9-7- C 26 26 26 27 9-3-C 26 26 26 27 8'-11-C 27 27 27 27 8%8- C 28 28 28 28 8-5- D 28 28 28 28 8-1- 0 29 29 29 29 T-9- D 29 29 29 29 r€ 0 29 29 29 29 r-3 0 30 30 30 30 r-1- 0 30 30 30 30 6-10- O 30 30 30 30 5-8- 0 30 30 30 30 11'-1-23 25 10'-6 C 23 24 10-1 C 23 24 9'« 23 24 5-4- 23 24 9-1- { 23 24 8-10- 24 24 87 24 24 8-4"I 25 25 89 I 25 25 7'-9-I25 25 T€I 25 25 74- I 26 26 /CIO 20 2011 JOV 5 2012 30 3 94 A 11'-9"C 23 23 25 26 10'-2-C 22 22 24 3.5 8'-2"A 11'-2"C 24 24 25 26 9'-5"C 23 23 24 4 7'-1 -A 10'-8-C 25 25 25 26 8-9-C 23 21 8 4 27/<P- 10'-3-C 26 26 26 26 8'-3-C 24 24 24 24 24 24 24 125 . 6 26 OF CA\-\FO Page 34 of 60 19%0 20 22 21 22 22 22 22 22 23 23 23 23 24 24 24 24 25 25 25 25 25 25 25 25 26 26 N P Gdp 0401 1