10178996_2101 N. GREENBRIER - Plan

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SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE 5.5" Extruded Fascia (Cetail L)California Extruded Fascia (Detail G) TABLE 6.5 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQU POST MIN FOOTER 8· | 10' | 12'POST MIN FOOTER 8' |1, | 12' LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(Fn SLAB (FT)TYPE 'cr -d. 1 VI Y (FT)TYPE -d .€.cf | .d M On) I On) I On)On) (In)(in) 1 (In) 105 MPH EXPOSURE 8 or 85 MPH EXPOS JRE C 10 3 22'-8-A 10-8- A 21 21 23 24 11'4 A 21 21 22 23 LIVE 3.5 19'-5'A 10-3- B 22 22 23 24 10-9 8 22 22 22 23 LOAD 4 1720-A 9%11- B 22 22 22 24 10-2- B 23 23 23 23 ONLY 4.5 15'-1 -A 9-8- B 23 23 23 24 9·-6- B 23 23 23 23 5 13'-r A 9-5- 8 24 24 24 24 8-11- B 23 23 23 23 5.5 12'-4-A 97 C 24 24 24 24 8'-6-B 24 24 24 24 6 11'-4-A 8'-8" C 25 25 25 25 8·-1" C 24 24 24 24 6.5 10'-5-A 24" C 25 25 25 25 7-9- C 24 24 24 24 7 9'-8-A 87 C 25 25 25 25 7-5- C 25 25 25 25 7.5 9.1 -A 7-8- C 25 25 25 25 7-1- C 25 25 25 25 B E€A N" C 26 26 26 26 6-10' C 25 25 25 25 8.5 5-7 A 74 C 26 26 26 26 57 C 25 25 25 25 9 T€A 6-10 C 26 26 26 26 6-5-C 25 25 25 25 9.5 T-T A 6-8- C 26 26 26 26 6-2- C 26 26 26 26 10 6-9-A 5-5" C 26 26 26 26 6'-0- C 26 26 26 26 11 6-2 A 6'-1-C 27 27 27 27 54- C 26 26 26 26 12 5'-8-A 5'-9- C 27 27 27 27 5-4- C 26 26 26 26 13 5'-2"A 5'-6-C 27 27 27 27 5'-1-C 27 27 27 27 105 MPH EXPOSURE C 10 3 27-8-A 9-10- 8 23 23 24 26 10-7-B 23 23 24 25 LIVE 3.5 19'-5 A 9-5- 8 24 24 24 26 9-9- 8 24 24 24 25 LOAD 4 1 T-0-A 9-2- B 25 25 25 26 9-1- 8 24 24 24 25 ONLY 4.5 15'-1-A 8'-10- C 25 25 25 25 8'-6- C 25 25 25 25 5 13'-7-A 8'-6 C 26 26 26 26 8-0-C 25 25 25 25 5.5 12'-4-A 82- C 26 26 26 26 1-7- C 26 26 26 26 6 11'-4 AT-9- C 27 27 27 27 77 C 26 26 26 26 6.5 10'-5-A 7-5- C 27 27 27 27 5-11' C 26 26 26 26 7 9-8-AT-1- C 27 27 27 27 67 C 27 27 27 27 7.5 9'.1-A 6-10- C 27 27 27 27 6'4" C 27 27 27 27 8 8'-6-A 6'-6-C 28 28 28 28 6'-1"C 27 27 27 27 8.5 8'-0-A 6'-1- C 28 28 28 28 9-10- C 27 27 27 27 9 T€A 5-1 C 28 28 28 28 9-8 C 27 27 27 27 9.5 T-T A 9-11- C 28 28 28 28 54" C 28 28 28 28 10 6 9-A 9-8- C 28 28 28 28 94"C 28 28 28 28 11 67 A 5'-4" C 29 29 29 29 5'-O" C 28 28 28 28 12 5-8-A 5-1" C 29 29 29 29 4-9" C 28 28 28 28 13 57 A 4-10- C 29 29 29 29 4-6" C 29 29 29 29 110 MPH EXPOSURI B or 90 MPF EXPOSJRE C 10 3 22'-8 A 10-5- A 21 22 23 25 11-1- 8 22 22 22 24 LIVE 3.5 19'-5"A 104- B 22 22 23 24 10'-6 8 23 23 23 24 LOAD 4 1 7-0"A 9-8 8 23 23 23 24 9'-9" 8 23 23 23 23 ONLY 4.5 15'-1-A 9'-5" 8 24 24 24 24 562" 8 23 23 23 23 5 13'-7-A 9-2- C 24 24 24 24 87 8 24 24 24 24 5.5 12'-4'A 89 C 25 25 25 25 87 C 24 24 24 24 6 11'-4"A 8'-4 C 25 25 25 6.5 10·-5"A 8'-0" C 25 25 25 7 91"AT-8 C 26 26 26 7.5 9'-1"A T-4-C 26 26 26 8 8'-6"A T-1-C 26 26 26 8.5 8'4 A 6'-10-C 26 26 26 9 T-6"A 67 C 27 27 27 9.5 T-T A 6'-4" C 27 27 27 10 6-9 A 67 C 27 27 27 11 6'-2"A 5-10- C 27 27 27 12 5'-8-A 5-6- C 28 28 28 13 5'-2"A 57 C 28 28 28 ICC ESR 1398 (2009 IBC) 10/11/2011 0.041",(3"x3" Steel Clov :rleaf (Detail W) 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 »d- | .d | Id (PSF) (in) On) 1 (in) 1 (In) 9-10- A 20 22 23 25 25 99 A 21 22 23 24 87 A 21 21 23 24 74- A 21 21 22 24 7-2- B 22 22 22 23 6-9- B 22 22 22 23 6'4" B 22 22 22 23 5-0- B 22 22 22 23 5-7 B 23 23 23 23 5'-6- 8 23 23 23 23 5-3-B 23 23 23 23 5-0- B 23 23 23 23 4-10- 8 23 23 23 23 4'-8- 8 23 23 23 23 44- 8 23 23 23 23 47 B 24 24 24 24 25 3·-11-C 24 24 24 24 3'-9- C 24 24 24 24 A 22 23 25 26 7011- A 22 23 25 26 T.3-B 23 23 24 26 59- B 23 23 24 25 6'-3 B 23 23 24 25 5'-11' 8 24 24 24 25 9-7-8 24 24 24 25 5-3-B 24 24 24 24 9-0- 8 24 24 24 24 4·.9-B 24 24 24 24 4'7 8 25 25 25 25 4'-5-8 25 25 25 25 30 47 C 25 25 25 25 4'-1-C 25 25 25 25 3'-11- C 25 25 25 25 3'-8"C 25 25 25 25 3'-5"C 26 26 26 26 3'-3 C 26 26 26 26 9'-5"A 21 22 24 25 8'-r A 21 22 23 25 T-11- A 21 22 23 24 r-4- A 22 22 23 24 6010- B 22 22 22 24 6'-5- B 22 22 22 24 5.5" Extruded Fascia (Detail L) TABLE 6.5 Attached Freestanding or Structure Multispan Units TRIB POST POST MAX MAX POST LENGTH WIDTH SPACING REQ'D POST MIN FOOTER 8' |10' | 12' (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (FT)SLAB (FT)TYPE d .€ .< |V (in) (In)Un) I On) 110 MPH EXPOSURE B or 90 MPH EXPCSURE C 3 11'-4 A 10'-5- 8 21 22 23 25 3.5 94 A 9'7 C 22 22 23 24 4 8'-6-A 8'-11" C 22 22 23 24 4.5 T€A 8·4 C 23 23 23 24 5 A r-10" C 23 23 23 23 5.5 6'-2 AT-5 C 23 23 23 23 6 5'-8 A T.0"C 24 24 24 24 6.5 5-2"A 6-8 C 24 24 24 24 7 4'-10- A 6-5-C 24 24 24 24 7.5 4'-6-A E-2 C 24 24 24 24 8 4'-3"A 5'-11 C 25 25 25 25 8.5 4'-0-A 5-8- C 25 25 25 25 9 3'-9"A 5'-6-C 25 25 25 25 9.5 37 A 5'4"C 25 25 25 25 110 MPHEXPOSUREC 3 11'-4- A 9-5" C 23 23 25 26 3.5 9-8-A 8-8- C 24 24 24 26 4 8'4 A 8'-0" C 24 24 24 26 4.5 T €A 7-6- C 25 25 25 25 5 6'-9"AT-0- C 25 25 25 25 5.5 5.27 A 6-8- C 25 25 25 25 6 5'*8-A 67 C 26 26 26 26 6.5 5'7 A 6-0- C 26 26 26 26 7 4-10' A 519" C 26 26 26 26 7.5 4'-6-A 5'-6-C 26 26 26 26 8 4-3-A 5'-3-C 27 27 27 27 8.5 4'-0-A 5'-1-C 27 27 27 27 9 3-9-A 4'-10- C 27 27 27 27 9.5 3'-r A 4'-8"C 27 27 27 27 100 MPH EXPOSURE B or 3 9'-6-A 10-2" B 20 21 22 23 3.5 8'-2"A 9%4" C 20 20 22 23 4 7%1"A 84 C 21 21 21 23 4.5 5-4" A E-1" C 21 21 21 22 5 5'-8"A 7-7 C 21 21 21 22 5.5 5'-2"A 7-2- C 22 22 22 22 6 409"A 6-10" C 22 22 22 22 6.5 44 A 6%6- C 22 22 22 22 7 4-1-A 6-3-C 22 22 22 22 7.5 3'-9"A 5-11 C 23 23 23 23 8 3'-6"A 5'-9"C 23 23 23 23 8.5 3'-4"A 5'-6-C 23 23 23 23 9 3-2-A 5'-41-C 23 23 23 23 100 MPH EXPOSURE C California Extruded Fascia (Detail G) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' | 10 | 12 SPACING POST SIZE CONSTRAINED FOOTES (FT)TYPE ·d·9 | '4 | d- (In) (in)On) I On) 9'-9"B 21 21 22 23 8'-11-B 21 21 22 23 8-3-C 22 22 22 23 77 C 22 22 22 23 T-r C 23 23 23 23 6'-11"C 23 23 23 23 6'-6 C 23 23 23 23 6'-3-C 23 23 23 23 6'-0- C 24 24 24 24 5-9- C 24 24 24 24 5-6- C 24 24 24 24 5-4- C 24 24 24 24 5'-1- C 24 24 24 24 4011"C 25 25 25 25 8-9- B 23 23 23 25 8'4- C 23 23 23 25 T-5-C 24 24 24 24 6111' C 24 24 24 24 6--6- C 24 24 24 24 6-2- C 25 25 25 25 5'-10-C 25 25 25 25 5-1-C 25 25 25 25 5'-4"C 26 26 26 26 5'-1"C 26 26 26 26 4-11" C 26 26 26 26 4-8-C 26 26 26 26 4'-6"C 26 26 26 26 4-5 C 26 26 26 26 9-5 8 19 19 21 22 8*-8- 8 20 20 21 22 5-7 C 20 20 20 22 T€C 21 21 21 21 701 C 21 21 21 21 64" C 21 21 21 21 6'-4-C 21 21 21 21 6*.1 C 22 22 22 22 9-9-C 22 22 22 22 5-T C 22 22 22 22 5'-4"C 22 22 22 22 5'-2"C 22 22 22 22 4'-11" C 23 23 23 23 „,res 9/301 4 0.041"xyx3" Steel Cloverleaf (Detail W) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' |10 | 17 SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE 'd .€Id- |Id (In) On)(in) 1 (in) 7-10- A 20 21 23 24 7-1- 8 20 21 23 24 6'-6-B 20 21 22 24 6'-1 - B 20 21 22 23 5-8- 8 21 21 22 23 5'-3-B 21 21 22 23 5'-0" B 21 21 21 23 4'-8- B 21 21 21 23 4-6- 8 21 21 21 22 47 8 22 22 22 22 4'-1"C 22 22 22 22 3%11-C 22 22 22 22 3-9" C 22 22 22 22 37 C 22 22 22 22 r-0- 8 21 23 25 26 6'-4- 8 21 · 22 24 26 9-9' 8 22 22 24 25 54" 8 22 22 23 25 54- 8 22 22 23 25 4'4- B 23 23 23 24 4%4" 8 23 23 23 24 47 8 23 23 23 24 3%11"B 23 23 23 24 3-9- C 23 23 23 24 37 C 23 23 23 24 3'-5 C 23 23 23 24 3-3" C 24 24 24 24 3'-1 C 24 24 24 24 7-7 22 23 6'-11" E 21 23 6'-44- E 21 22 5-10" E 21 22 5-9 8 21 22 5-1" E 20 22 4-10" E 20 22 4'-T' E 20 21 4'-4" E 20 21 4'-1" 6 20 21 3'-11» E 20 21 3'-9" C 20 21 3·-7" C 20 21 ,<10 ZIL-/Se :ALIFOR" 20 2011 5 2012 25 T-T C 24 24 24 24 6·-1"B 23 23 23 23 30 3 9'-65"A 9-5-C 22 22 24 25 8'-9-21 21 22 24 25 T-5 C 25 25 25 25 5'-9"B 23 23 23 23 3.5 8'-2"A 8'-8 C 22 22 23 25 8'-0"C 22 22 22 26 7'-1"C 25 25 25 25 5'-6"B 23 23 23 23 4 T-1"A 8'-0-C 23 23 23 24 T-5 C 22 22 22 26 6'-10 C 25 25 25 25 5'-3"B 23 23 23 23 23 -__23 24 6'-11 C 23 23 23 26 C 25 25 25 25 5'-0"B 23 23 23 23 C 23 23 23 |23 ' 26 6·-4"C 26 26 26 26 4·.9-23 23 23 23 27 6'-1"C 26 26 26 26 B 24 24 24 24 27 5'-11"C 26 26 26 26 4'-5"B 24 24 24 24 27 C 26 26 26 26 4'-3"B 24 24 24 24 4/ 7 / -1.r 'A 27 5-5 C 27 27 27 27 4'-0"B 24 24 24 24 28 5'-2-C 27 27 27 27 3'-9"C 24 24 24 24 3 2 424 2 28 4'-11-C 27 27 27 27 3-6 C 24 24 24 24 8.Ccc 25 4 EM f 4' 0·26 25 Ill PT CT 0 CI 0 §49.d40.16231 ONA 0.5. 6 NOV 18 18 19 19 19 19 20 20 20 20 20 20 20 NA P . 0 1 RRR232e3Ri@8gRRR