10178996_2101 N. GREENBRIER - Plan

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SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAE 0.042"xy·"x8" Box Beam (Detail N30)Double 0.042-x3"x8" Beam (Detail N25) TABLE 5.1 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Muttispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQD POST MIN FOOTER £1101 12'POST MIN FOOTER 8' |10 | 12 LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FD SLAB (FD TYPE Y Y | g | F (FT)TYPE 'd- .€.d |Id' On) (in) 1 (In) I (in) On) On) On) 1 (In) 90 MPH EXPOSURE B 10 3 22'-8-A 9-1-A 18 23 25 26 15'-10" 8 21 26 28 29 LIVE 3.5 19'-5 A 8·-2" A 18 23 24 25 14'-7- B 22 26 27 29 LOAD 4 17'-0-A 7-5"A 18 22 24 25 13'4' B 22 25 27 28 ONLY 4.5 15'-1· A 6-9- A 18 22 23 25 12'-7- C 23 25 27 28 5 13'-7- A 67 A 19 22 23 24 11'-10- C 23 25 26 28 5.5 12·4- A 50-10" A 19 21 23 24 11'-3- C 23 24 26 27 6 11'4 A 5-5"A 19 21 22 24 100-8- C 24 24 26 27 6.5 10'-5-A 5-1" A 19 21 22 23 10-1- C 24 24 25 27 7 9-E A 4'-10- A 19 20 22 23 9-8-C 24 24 25 26 7.5 9-1.A 4'-6- A 19 20 22 23 9-3- C 24 24 25 26 8 8'-6-A 4'4" A 19 20 21 23 5-10- C 24 24 25 26 8.5 8'-0-A 4'-1" A 19 20 21 22 8'-6- C 25 25 25 26 9 T.6- A 3'-11' A 19 20 21 22 E-3-C 25 25 25 26 9.5 T.2-A 3-9- A 19 19 21 22 7-11- C 25 25 25 25 10 6%9- A 3-r A 19 19 21 22 7-8" C 25 25 25 25 11 67 A 3-3- A 20 20 20 22 7-2 C 25 25 25 25 12 5%8"A 3'-0" A 20 20 20 21 67 C 26 26 26 26 13 5-2"A 2'-10' A 20 20 20 21 6'4 C 26 26 26 26 90 MPH EXPOSURE C or 105 6 PH EXPCSURE 8 10 3 2208-A 8-1- A 19 25 26 28 14'-6- 8 23 28 30 31 LIVE 3.5 19'-5 A T-3- A 20 24 26 27 13'-4- C 24 28 29 31 LOAD 4 17-0- A 6-r A 20 24 25 27 12'-4- C 24 27 29 30 ONLY 4.5 15'4 A 6%0/ A 20 23 25 26 11'-6- C 25 27 28 30 5 13'-r A 5·-6" A 20 23 24 26 10'-9- C 25 26 28 29 5.5 12'-4-A 5-2- A 20 23 24 25 107 C 25 26 28 29 6 11'-4-A 4-9- A 20 22 24 25 9'-8- C 26 26 27 29 6.5 10'-5-A 4'-6- A 20 22 23 25 97 C 26 26 27 28 7 9-r A 47 A 21 22 23 25 8-9- C 26 26 27 28 7.5 9'-1 A 4·« A 21 21 23 24 8'=4- C 26 26 26 28 8 8%6-A 3-9" A 21 21 23 24 84- C 27 27 27 28 8.5 8'-0-A 37 A 21 21 22 24 TE C 27 27 27 27 9 7-6" A 3'-5"A 21 21 22 24 7-4-C 27 27 27 27 9.5 7-2 A 3-3· A 21 21 22 23 7'-1-C 27 27 27 27 10 6%9"A 3'-1· A 21 21 22 23 6-10- C 27 27 27 27 11 6-2"A 7-10· A 21 21 22 23 6·-5" C 27 27 27 27 12 5%8"A 2-TA 21 21 21 23 64 C 28 28 28 28 13 5'-2"A 2'-5· A 21 21 21 22 5'-8 C 28 28 28 28 90 MPH EXPOSURE B Double C.0401"x6.625- Beam (Detail N25) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH GROUND POST MIN FOOTER 8' |10 | 12 SNOW SPACING POST SIZE CONSTRAINED FOOTER LOAD (FT)TYPE Y V | Y | Y (PSF) (In) (In) I (In) I (in) 14'-3- 8 21 25 26 28 30 13'-1- 8 21 24 26 27 127 8 22 24 25 27 11'-5- B 22 24 25 26 10 9- B 22 23 25 26 10 2- 8 23 23 25 26 9·-8-C 23 23 24 26 9'-3-C 23 23 24 25 8'-10 C 23 23 24 25 8'€ C 24 24 24 25 8'-2- C 24 24 24 25 T-10- C 24 24 24 25 T-T C 24 24 24 24 T.4- C 24 24 24 24 T-1-C 24 24 24 24 67 C 25 25 25 25 30 6'-4" C 25 25 25 25 6-0" C 25 25 25 25 13'-1- B 23 27 28 30 12'-0 B 23 26 28 29 11'-2- B 24 26 27 29 100-5- C 24 25 27 28 9'-10-C 24 25 27 28 9-3-C 25 25 26 28 8'-10- C 25 25 26 27 8'-5-C 25 25 26 27 8'4 C 25 25 25 27 T-8-C 26 26 26 27 7.5" C 26 26 26 26 701- C 26 26 26 26 40 6'-10- C 26 26 26 26 6%7" C 26 26 26 26 6'-5- C 27 27 27 27 6-0- C 27 27 27 27 5-8- C 27 27 27 27 5%4- C 27 27 27 27 0.042"xi"x8" Box Bear 1 (Detail N30) TABLE 5.1 Attached Freestanding or Structure Multispan Units TRIB POST POST MAX MAX POST LENGTH WIDTH SPACING REQ'D POST MIN FOOTER 8' |10 | 17 (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (FT)SLAB (FT)TYPE -dr .B | .cr .€ On) (In) 1 (In) On) 90 MPH EXPOSUFE B 3 9'-6"A 6'-5" A 16 22 23 24 3.5 8-2- A 59 A 16 21 23 24 4 7-1" A 5-2" A 16 21 22 23 4.5 64 A 4'J A 16 20 22 23 5 518 A 4-3- A 16 20 21 23 5.5 5-2 A 4'* A 1720 21 22 6 4-9" A 3'€ A 17 19 21 22 6.5 4'-4" A 3-5- A 17 19 21 22 7 4'-1- A 37 A 17 19 20 22 7.5 3'-9- A 34- A 17 19 20 21 8 3-6-A 2-10- A 17 19 20 21 8.5 34 A 7-8- A 17 18 20 21 9 3'-2 A 27 A 17 18 20 21 9.5 34 A 7-5- A 17 18 19 21 90 MPH EXPOSUFE C or 105 6 PH EXP)SURE B 3 9-6" A 5-9 A 17 23 25 26 3.5 8·-2- A 5-1- A 17 22 24 25 4 701"A 47 A 18 22 24 25 4.5 64 A 47 A 18 22 23 24 5 5'-8" A 3-9 A 18 21 23 24 5.5 5-2" A 3'-6" A 18 21 22 24 6 4'-9" A 37 A 18 21 22 23 6.5 4'-4- A 34 A 18 20 22 23 7 4'-1-A 2'-10- A 18 20 22 23 7.5 3-7 A 7-8- A 18 20 21 23 8 3'4 A 24" A 18 20 21 23 8.5 3-4- A 7-4- A 18 20 21 22 9 3-2-A 2-3- A 18 19 21 22 9.5 3'-0-A 2'-1" A 18 19 21 22 90 MPH EXPOSUFE C or 105 6 PH EXP)SURE 8 3 7%2" A 57 A 16 22 24 25 3.5 6'-2 A 4'-5 A 17 22 23 25 4 5'-5"A 3'-11" A 17 21 23 24 4.5 4'-9" A 3'-r A 17 21 22 24 5 4'-4" A 3'-3" A 17 21 22 23 5.5 3'-11" A 3'-O" A 17 20 22 23 6 3'-T A 2-9' A 17 20 22 23 6.5 3'-4"A 27 A 17 20 21 23 Double 0.042-x3"x8" Beam (Detail 1425) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |19 | 12 SPACING POST SIZE CONSTRAINED FOOTEF (FT)TYPE -d--d (in) (In) 1 (In) (In) 12'-2- C 20 25 26 28 11'-1- C 20 24 26 27 10'-3-C 20 24 25 27 9'-6-C 21 23 25 26 8-10- C 21 23 25 26 5-4-C 21 23 24 26 T-10" C 21 23 24 25 T.5-C 22 22 24 25 r-1-C 22 22 23 25 C 22 22 23 25 6-5-C 22 22 23 24 6'-2- C 22 22 23 24 5'-11-C 22 22 23 24 5-8- C 22 22 22 24 11'-1-C 21 26 28 30 10'-1-C 22 26 28 29 9-4-C 22 25 27 29 87 C 23 25 27 28 5-0-C 23 25 26 28 TE- C 23 24 26 27 7-1-C 23 24 26 27 6-8- C 23 24 25 27 6'-4-C 24 24 25 26 6-0- C 24 24 25 26 59 0 24 24 25 26 54" C 24 24 24 26 5'-3"C 24 24 24 25 5'-0- C 24 24 24 25 104" C 21 26 28 29 9.1"C 21 25 27 28 8'-4"C 21 25 26 28 T-8 C 22 24 26 27 T-2"C 22 24 26 27 6'-8"C 22 24 25 27 6'-3"C 22 23 25 26 5-11'C 22 23 25 26 Double 1.040"xrx6.6.5" Beam (Detail N25 Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |10 | 12 SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE ·d·1 | .d. | .8 (in) On)On) 1 (In) 11'-0-B 19 23 25 26 10'-1-C 19 23 24 26 94„C 20 23 24 25 8'-8 C 20 22 24 25 8'-2"C 20 22 23 25 T« C 21 22 23 24 T-y C 21 21 23 24 6'-11-C 21 21 23 24 6'7 C 21 21 22 24 6-3-C 21 21 22 23 6'-0- C 22 22 22 23 5'-9- C 22 22 22 23 5-7- c 22 22 22 23 5-4-C 22 22 22 23 10'-1-B 21 25 27 28 9-3" C 21 25 26 28 8'€ C 22 24 26 27 7-11-C 22 24 25 27 7-5" C 22 24 25 26 1-0- C 22 23 25 26 67 C 23 23 24 26 6-3-C 23 23 24 26 5-11-C 23 23 24 25 5'-8" C 23 23 24 25 5'-5-C 23 23 24 25 57 C 24 24 24 25 5-0- C 24 24 24 25 4-10" C 24 24 24 24 9-2- C 20 25 26 28 5-4- C 20 24 26 27 N" C 21 24 25 27 7-2-C 21 23 25 26 6'-8"C 21 23 25 26 6'-3"C 22 23 24 26 5'-11"C 22 22 24 25 57 C 22 22 24 25 20 3 11'-10"A 7-0- A 16 22 23 25 13'-0- 8 20 25 27 28 11'-9- 8 19 24 25 27 LIVE 3.5 10'-2 A 6'-3- A 17 21 23 24 11·+10" C 20 25 26 28 10'-9- B 20 23 25 26 LOAD 4 8·-11-A 5·-8- A 17 21 22 24 10-11" C 21 24 26 27 9-11- C 20 23 24 26 ONLY 4.5 T-11 A 5'-r A 17 21 22 23 10-2- C 21 24 25 27 9'4" C 21 23 24 25 5 7-1-A 4-9- A 17 20 22 23 9-6" C 21 24 25 26 8-9- C 21 22 24 25 5.5 6'-5"A 4·-4- A 17 20 21 23 54' C 22 23 25 26 8·-3- C 21 22 23 25 6 5'-11'A 4·-1- A 17 20 21 22 8'€ C 22 23 24 26 T-10-C 21 22 23 24 6.5 5'-5-A 3-9- A 17 19 21 22 8'-0" C 22 23 24 25 r-5- C 22 22 23 24 7 5-1.A 3-7" A 17 19 21 22 7-8" C 22 22 24 25 r-1- C 22 22 23 24 7.5 A 314"A 17 19 20 22 7-3" C 22 22 24 25 6-9- C 22 22 23 24 8 4'-5-A 37 A 17 19 20 21 74" C 23 23 23 25 6%6- C 22 22 22 24 8.5 4'-2"A 3-0" A 17 19 20 21 6-8-C 23 23 23 24 67 C 22 22 22 23 9 3'-11'A 2-10- A 17 19 20 21 6-5 C 23 23 23 24 64 C 22 22 22 23 9.5 3'-9"A 2'-8" A 18 18 20 21 6'-2-C 23 23 23 24 5-9" C 10 3'4 A 2-7" A 18 18 20 21 5-11-C 23 23 23 24 57 C 11 37 A 2'4 A 18 18 19 21 5'4 C 23 23 23 24 5-3" C 12 2'-11'A 2'-2" A 18 18 19 20 57 C 23 23 23 23 4'-11- C 13 2'-8"A 7-0" A 18 18 19 20 4'-10- C 24 24 24 24 47 C 7 3'-1" A 2-5- A 17 20 21 22 57 C 23 23 24 26 54" C 22 22 23 25 7.5 2'-10" A 2-3- A 17 19 21 22 5-3" C 23 23 24 26 5%0"C 22 22 23 25 8 7-8"A 2-1- A 17 19 21 22 5-0-C 23 23 24 25 4'-10 C 22 22 23 24 8.5 7-6- A 7% A 17 19 21 22 4·-9- C 23 23 24 25 4·7 C 23 23 23 24 9 2·-4"A 1-11- A 17 19 20 22 4·-r C 23 23 24 25 23 24 90 MPH EXPOSUFE B 3 702" A 9-7 A 15 21 22 24 19-10• C 19 24 26 27 ./**4 3.5 6'-2"A 4'-11- A 15 20 22 23 9-10" C 19 24 25 <>091. i M,lb<©iAL 3 -1 i LiU_ 3 i E E st C "9 419Rli) 20 4%=9* 212&6 .6/40/601Y /7 20 22 24 |25 11 l \1\1 1 1 6612&*92£/ e.$.71 J*"99.AIRE**1*C,/1 40 23 23 23 23 23 23 23 23 7 23 23 23 23 ff ky--4 23 23 23 23 23 23 | 0 (r.61 VTA, 1 21" 1 0 010? 14 19 IVIL /44 OF POTDIF L -LT 20 2011Ir@])1 NOV 5 2012 ICC ESR 1398 (2009 IBC) 10/11/2011 4 . 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