10178996_2101 N. GREENBRIER - Plan

Home Browse Search

SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS Classic Extruded Fasch (Detail H)Alaskan Extruded Fasc a (Detail K) TABLE 5.6 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 REOD POST MIN FOOTER 8' |10 | 12 POST MIN FOOTER 8' |10 | 17 LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER (PSF)(FT)SLAB (FT)TYPE 'cr ·do | V | 'd·(FT)TYPE ·d·9 | 'd' .€ On) On) 1 (In) 1 On) (in) On) 1 On) On) 90 MPH EXPOSURE B 10 3 22'-8'A 15'-0" - 8 21 21 23 24 13-1- A 20 20 22 23 LIVE 3.5 19'-5'A 14'-3- 8 22 22 22 24 12'-5- B 21 21 22 23 LOAD 4 1 7-0-A 13'-8- B 22 22 22 24 11'-10- B 21 21 21 23 ONLY 4.5 15'-1-A 13'-1' C 23 23 23 23 11'-5- B 22 22 22 22 5 13'-7-A 12'-8- C 24 24 24 24 11·4· B 22 22 22 22 5.5 12'-4-A 17-3- C 24 24 24 24 10'-8- C 23 23 23 23 6 11'-4-A 11'-11- C 25 25 25 25 10-4· C 23 23 23 23 6.5 10 5-A 11'-7- C 25 25 25 25 9011- C 24 24 24 24 7 9-r A 11'-4- C 25 25 25 25 9%6- C 24 24 24 24 7.5 9·.1-A 11'-1- C 26 26 26 26 9'-2" C 24 24 24 24 8 8'-6"A 10-10- C 26 26 26 26 8-10- C 24 24 24 24 8.5 5-7 A 10-7- C 27 27 27 27 807 C 25 25 25 25 9 Te A 10'-5- C 27 27 27 27 80-4- C 25 25 25 25 9.5 Tr A 10-3- C 27 27 27 27 8'-1- C 25 25 25 25 10 6'-9-A 10'-0- D 27 27 27 27 7-10- C 25 25 25 25 11 67 A 9-9- D 28 28 28 28 7-5- C 26 26 26 26 12 5%8"A 9-5" D 29 29 29 29 T-1-C 26 26 26 26 13 5'-2"A 9-2- 0 29 29 29 29 5-9, C 26 26 26 26 90 MPH EXPOSURE C or 105 6 PH EXPOSURE 8 10 3 22'-8-A 14%2· 8 23 23 24 26 124- 8 22 22 23 25 LIVE 3.5 19'-5-A 13'€ C 24 24 24 26 11'-9" 8 23 23 23 25 LOAD 4 1710-A 12-11- C 25 25 25 25 11-2- 8 24 24 24 24 ONLY 4.5 15'-1 A 12-5- C 25 25 25 25 10-9- C 24 24 24 24 5 13'-r A 12'4 C 26 26 26 26 10-5- C 25 25 25 25 5.5 12'-4'A 11'-7-C 27 27 27 27 9'.11-C 25 25 25 25 6 11'-4-A 11-3- C 27 27 27 27 9-6-C 26 26 26 26 6.5 10'-5-A 11'4- C 28 28 28 28 9-1-C 26 26 26 26 7 9-8-A 10'-8 C 28 28 28 28 8-9- C 26 26 26 26 7.5 9'-1-A 10'-5- C 28 28 28 28 8'-5-C 26 26 26 26 8 8%6-A 10'-3- D 29 29 29 29 8'-2-C 27 27 27 27 Double Steel Cloverleaf (Detail AA) 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 d'Y | Y | Y (PSF) On) (In) 1 n) «n) 137 A 20 22 23 24 30 12'-10" 8 21 21 23 24 124 8 22 22 23 24 11'-10" 8 22 22 22 24 11'-5' C 23 23 23 24 11'-1- C 23 23 23 23 10-9" C 24 24 24 24 10€ C 24 24 24 24 10-3- C 25 25 25 25 107 C 25 25 25 25 9-9" C 25 25 25 25 97 C 26 26 26 26 95- C 26 26 26 26 9'-3" C 26 26 26 26 9-1 -C 27 27 27 27 8-9- C 27 27 27 27 30 8'-5-D 28 28 28 28 8*-1- D 28 28 28 28 12 10- B 22 23 25 26 12 2- B 23 23 25 26 11'-8- C 24 24 24 26 11'-2- C 25 25 25 26 19-10- C 25 25 25 25 10€ C 26 26 26 26 10-2 C 26 26 26 26 941" C 27 27 27 27 9-8" C 27 27 27 27 9'-5"C 27 27 27 27 9'-3"C 28 28 28 28 Classic Extruded Fasc a (Detail H) TABLE 5.6 Attached Freestanding or Structure Multispan Units TRIB POST POST MAX MAX POST LENGTH WIDTH SPACING REQ'D POST MIN FOOTER 8' |19 | 12 (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER (FT)SLAB (FT)TYPE ·d-d. | .d• On) (In) 1 (In) (in) 90 MPH EXPOSUFE B 3 9'-6-A 12'-9- C 20 21 22 23 3.5 8'-2-A 12'-1" C 21 21 22 23 4 7-1 A 11'-7- C 21 21 22 23 4.5 5-4-A 11'-1"C 22 22 22 23 5 5'-8 A 109 C 22 22 22 23 5.5 SL A 19-5" C 23 23 23 23 6 4'-9-A 10'4· D 23 23 23 23 6.5 4'-4"A 9'-10" D 24 24 24 24 7 4'-1- A 9.r 0 24 24 24 24 7.5 3'-9- A 9-4-0 24 24 24 24 8 3'-6- A 9'-2 0 25 25 25 25 8.5 3'-4- A 9'-0-D 25 25 25 25 9 32-A 8-10- D 25 25 25 25 9.5 3'-0- A 8'-8-D 26 26 26 26 90 MPH EXPOSUPE C or 105 6 PH EXP )SURE B 3 9'-6-A 120-1-C 22 22 24 25 3.5 8.r A 11'-6-C 23 23 24 25 4 T.10 A 11'-0- C 23 23 23 25 4.5 6-4-A 10-7- C 24 24 24 25 5 508»A 10-2- C 25 25 25 25 5.5 5'-2-A 9'-11" O 25 25 25 25 6 4-9- A 9-7-D 26 26 26 26 6.5 4-4- A 9-4-D 26 26 26 26 7 4-1- A 9'-1"D 27 27 27 27 7.5 3-9-A 8'-11- O 27 27 27 27 8 3'-6- A 5-9»0 27 27 27 27 8.5 3-4" A 8'-6"D 28 28 28 28 9 3-2- A 5-5-D 28 28 28 28 9.5 3'-0- A 5-3.D 28 28 28 28 90 MPH EXPOSUFE C or 105 6 PH EXP )SURE B Alaskan Extruded Faccia (Detail K) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8 |10 | 12 SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE d 4 | 9 'd' Un) (In) I (In) On) 11'.1-B 19 20 21 22 10'€ C 20 20 21 22 10'-0- C 20 20 21 22 5-4- C 21 21 21 22 8'-10" C 21 21 21 21 E-9-C 21 21 21 21 8'-0- C 22 22 22 22 T-8" C 22 22 22 22 7-4- C 22 22 22 22 7'-1 -C 22 22 22 22 6+10- C 22 22 22 22 5-7- c 23 23 23 23 6'-5- C 23 23 23 23 67 C 23 23 23 23 10-6- C 21 21 23 24 9011" C 22 22 23 24 9-3- C 22 22 22 24 54-C 23 23 23 23 87 6 23 23 23 23 T-9- C 23 23 23 23 7-5- C 24 24 24 24 r-1- C 24 24 24 24 6'-9" C 24 24 24 24 C 24 24 24 24 6'-3-C 25 25 25 25 6'-1 C 25 25 25 25 5-11- C 25 25 25 25 54 0 25 25 25 25 Double 3teel Cloverleaf (Detail AA) Attached Freestanding or Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 8'1 19 1 12 SPACING POST SIZE CONSTRAINED FOOTER (FT)TYPE ·d·-dr (in) On) 1 (In) {In) 11'-6- C 19 21 22 24 10-11- C 20 21 22 23 10'-5- C 21 21 22 23 10-0- C 21 21 22 23 9'-8- C 22 22 22 23 9-5-C 22 22 22 23 9'.1 -C 22 22 22 23 8-11-C 23 23 23 23 8-8- D 23 23 23 23 8-5- D 24 24 24 24 812" D 24 24 24 24 7-11" D 24 24 24 24 7-9- D 24 24 24 24 7-6- D 25 25 25 25 10-11· C 21 23 24 25 10-4- C 22 22 24 25 1-11" C 23 23 24 25 9'-6-C 23 23 23 25 9-2-C 24 24 24 25 8-11" C 24 24 24 25 88- C 25 25 25 25 89 0 25 25 25 25 8'-1"0 26 26 26 26 T-10' O 26 26 26 26 T-r 0 26 26 26 26 TA-0 26 26 26 26 7-2" 0 27 27 27 27 74- O 27 27 27 27 8.5 8'-0-A 10·-0- D 29 29 29 29 7·-10- C 27 27 27 27 9-1=C 28 28 28 28 40 3 77 A 11'-5-C 22 22 23 25 9-10- C 21 21 22 24 104" C 21 22 24 25 9 T.6-A 9'-10- D 30 30 30 30 T-r C 27 27 27 27 8*-11- C 29 29 29 29 3.5 5-2-A 10-10- C 22 22 23 25 9-0- C 21 21 22 23 9%90 ( 22 22 24 25 9.5 Tr A 9'-8- 0 30 30 30 30 T -5 C 27 27 27 27 8'-9 D 29 29 29 29 4 5-5-A 10'-4-C 23 23 23 24 8'-5"C 21 21 22 23 94" C 22 22 23 25 10 69 A 9'-6- D 30 30 30 30 T -T C 28 28 28 28 87 0 29 29 29 29 4.5 4·.9-A 10'-O- C 24 24 24 24 1-11" C 22 22 22 23 9'4 C 23 23 23 25 11 6·.2-A 9·-2-D 31 31 31 31 6-10- C 28 28 28 28 87 0 30 30 30 30 5 4'-4- A 9 -7-D 24 24 24 24 715" C 22 22 22 23 8'-8- C 23 23 23 24 12 5-8-A 8'-11- O 32 32 32 32 6-6"C 28 28 28 28 T-10- D 30 30 30 30 5.5 3'-11" A 94 D 25 25 25 25 1-1- C 23 23 23 23 89 0 24 24 24 24 13 9-2-A 8'-8-0 32 32 32 32 67 C 29 29 29 29 r-6" D 31 31 31 31 6 37 A 9-1"D 25 25 25 25 6-9" C 23 23 23 23 8'-1" D 24 24 24 24 90 MPH EXPOSURE B 6.5 3'-4-A 8-10- D 26 26 26 26 6·-5-C 23 23 23 23 79 0 25 25 25 25 20 3 11'-10-A 13'-3- C 20 21 22 23 11'-6- B 19 20 21 22 12'4 8 20 21 23 24 7 3·-1- A 8'-7"D 26 26 26 26 6-2- C 23 23 23 23 TS D 25 25 25 25 LIVE 3.5 10'-2 A 12'-7- C 21 21 22 23 10'-11"B 20 20 21 22 11'-4" C 20 21 22 24 7.5 2'-10" A 8·-5 D 26 26 26 26 5-11" C 24 24 24 24 7-2" D 25 25 25 25 LOAD 4 8'-11-A 17-0- C 22 22 22 23 10'-5- C 21 21 21 22 10-11 0 21 21 22 23 8 7-8-A 83-D 27 27 27 27 5'-8· 0 24 24 24 24 7·4 0 25 25 25 25 ONLY 4.5 T-11-A 11'-7- C 22 22 22 23 9'-11-C 21 21 21 22 10-5 C 21 21 22 23 8.5 24"A 7-11"0 27 27 27 27 5'-6" 0 24 24 24 24 6-9" D 26 26 26 26 5 7-1"A 11'-2- C 23 23 23 23 9'-5" C 21 21 21 22 10'-1 C 22 22 22 23 9 2'-4 A T-9"D 27 27 27 27 5'4 D 24 24 24 24 67 _,[1__ 26 _.,26 26 26 5.5 6-5 A 10-10- C 23 23 23 23 8-11- C 22 22 22 22 C 22 22 22 23 90 MPH EXPOSUFE B /@SIONA£,25<26 5-11-A 10'-6- C 24 24 24 24 8-6- C 22 22 22 22 9'-6" C 23 23 23 23 40 3 7'-2 A 11'-11- C 19 20 22 23 10'4 6.5 5'-5"A 10'-3- C 24 24 24 24 8·-2" C 22 22 22 22 97 C 23 23 23 23 3.5 6'-2"A 11'-4" C 20 20 22 23 9'-8" /'71:SNN 7 5-1"A 10'-0- O 24 24 24 24 7-10 C 22 22 22 22 9'-0- C 24 24 24 24 4 545"A 10-10- C 21 21 21 23 9'-0" ,;39&\7.5 4·-9"A 9-9" 0 25 25 25 25 77 C 23 23 23 23 8'-10- C 24 24 24 24 4.5 4%9"A 1004" C 21 21 21 22 8'-5" 8 4'-5"A 97 0 25 25 25 25 7-3" C 23 23 23 23 8'-7- C 24 24 24 24 22 22 22 22 8·4" 22 -,SES.2*t-22 7-7-8.5 4'-2"A 9'4 0 25 25 25 25 7-1" C 23 23 23 23 8'-5" D 25 25 25 25 ,9 6/1 39'lh )9 3'-11·A 97 0 26 26 26 26 6-10· C 23 23 23 23 87 D 25 25 25 25 9.5 3'-9 A 9'-0" O 26 26 26 26 67 C 24 24 24 24 T-11- D 25 25 25 25 /jp/.*- 34*m>4 1 10 3'-6 A 8'-10" 0 26 26 26 26 6'-5 0 24 24 24 24 7-9 0 25 25 25 25 ,-V i J* 1 C 19 19 21 C 19 19 21 C 20 20 C 20 20 20 If 21 C 20 20 20 21 C 20 20 20 440401 M t 1-7 \/\ yac 2.45 25 / 25/ ,5,Etp1 241)to 'f cl\101 % 11 3'-2"A 87 D 27 27 27 27 6'-1 C 24 24 24 24 T-5" D 26 26 26 26 /FSEigif# 7. /f-(DCT 20 2011 12%w<ONA U ·· t)/rA. r,linICC ESR 1398 (2009 IBC) 10/11/2011 Page 24 of 60 EN>NOV 5 2012 12 2'-11-A 8·4 D 27 27 27 27 5'-10-D 24 24 24 24 T-1"D 26 13 2'-8"A D 28 28 28 28 5'-6"D 25 25 25 25 6'-10"D 26