Amerimax Building Products Patio Cover, Carport and - ICC-ES
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Amerimax Building Products Patio Cover, Carport and Commercial Structure Engineering 2009 IBC PAGES DRAWING SECTION DESCRIPTION 2 PAGES GN01-2009 GN02-2009 GENERAL NOTES 2 PAGES SC01-2009 SC02-2009 SOLID PANEL STRUCTURAL CONFIGURATIONS ALUMAWOOD STRUCTURAL CONFIGURATIONS 1 PAGE LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 4 PAGES LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS 4 PAGES LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 3 PAGES LT01-2009 LT02-2009 LT03-2009 COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES 2 PAGES SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 10 PAGES SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS 10 PAGES SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS 4 PAGES NP01-2009 NP02-2009 NP03-2009 NP04-2009 COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS 9 PAGES CD01-2009 CD02-2009 CD03-2009 CD04-2009 CD05-2009 CD06-2009 CD07-2009 CD08-2009 CD09-2009 COMPONENT PARTS AND CONNECTION DETAILS 7 PAGES M1-2009 M2-2009 M3-2009 M4-2009 M5-2009 M6-2009 M7-2009 M8-2009 October 11, 2011 MISCELLANEOUS DETAILS FAN BEAM DETAILS 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES 7.0 FOOTING AND SLAB ATTACHMENT TABLES 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS 7.0 FORCES ON EXISTING STRUCTURES STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS ICC ESR 1398 (2009 IBC) 10/11/2011 Page 2 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 3 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 4 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 5 of 60 LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES 0.024"x2"x6.625" Rafter (Multispan) 0.032"x2"x6.625" Rafter (Multispan) Ground Rafter Wind Speed and Exposure Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C Snow Load Spacing Exp C (psf) (in) 90 100 105 110 (psf) (in) 90 100 105 110 10 24" 7'-4'' 7'-4'' 6'-10'' 6'-4'' 10 24" 10'-11'' 10'-11'' 10'-11'' 10'-8'' LIVE 20" 8'-5'' 8'-4'' 7'-9'' 7'-3'' LIVE 20" 12'-3'' 12'-3'' 12'-3'' 11'-10'' 16" 9'-9'' 9'-8'' 9'-0'' 8'-5'' 16" 14'-1'' 14'-1'' 14'-1'' 13'-4'' 12" 11'-9'' 11'-6'' 10'-9'' 10'-1'' 12" 16'-8'' 16'-8'' 16'-3'' 15'-5'' 20 24" 4'-4'' 4'-4'' 4'-4'' 4'-4'' 20 24" 6'-8'' 6'-8'' 6'-8'' 6'-8'' LIVE 20" 5'-0'' 5'-0'' 5'-0'' 5'-0'' LIVE 20" 7'-8'' 7'-8'' 7'-8'' 7'-8'' 16" 5'-11'' 5'-11'' 5'-11'' 5'-11'' 16" 9'-0'' 9'-0'' 9'-0'' 9'-0'' 12" 7'-4'' 7'-4'' 7'-4'' 7'-4'' 12" 10'-11'' 10'-11'' 10'-11'' 10'-11'' 25 24" 4'-2'' 4'-2'' 4'-2'' 4'-2'' 25 24" 6'-5'' 6'-5'' 6'-5'' 6'-5'' 20" 4'-10'' 4'-10'' 4'-10'' 4'-10'' 20" 7'-5'' 7'-5'' 7'-5'' 7'-5'' 16" 5'-9'' 5'-9'' 5'-9'' 5'-9'' 16" 8'-8'' 8'-8'' 8'-8'' 8'-8'' 12" 7'-1'' 7'-1'' 7'-1'' 7'-1'' 12" 10'-7'' 10'-7'' 10'-7'' 10'-7'' 30 24" 3'-7'' 3'-7'' 3'-7'' 3'-7'' 30 24" 5'-7'' 5'-7'' 5'-7'' 5'-7'' 20" 4'-2'' 4'-2'' 4'-2'' 4'-2'' 20" 6'-5'' 6'-5'' 6'-5'' 6'-5'' 16" 5'-0'' 5'-0'' 5'-0'' 5'-0'' 16" 7'-8'' 7'-8'' 7'-8'' 7'-8'' 12" 6'-3'' 6'-3'' 6'-3'' 6'-3'' 12" 9'-4'' 9'-4'' 9'-4'' 9'-4'' 40 24" 2'-9'' 2'-9'' 2'-9'' 2'-9'' 40 24" 4'-5'' 4'-5'' 4'-5'' 4'-5'' 20" 3'-3'' 3'-3'' 3'-3'' 3'-3'' 20" 5'-2'' 5'-2'' 5'-2'' 5'-2'' 16" 3'-11'' 3'-11'' 3'-11'' 3'-11'' 16" 6'-2'' 6'-2'' 6'-2'' 6'-2'' 12" 5'-0'' 5'-0'' 5'-0'' 5'-0'' 12" 7'-8'' 7'-8'' 7'-8'' 7'-8'' 60 24" 1'-11'' 1'-11'' 1'-11'' 1'-11'' 60 24" 3'-1'' 3'-1'' 3'-1'' 3'-1'' 20" 2'-3'' 2'-3'' 2'-3'' 2'-3'' 20" 3'-8'' 3'-8'' 3'-8'' 3'-8'' 16" 2'-9'' 2'-9'' 2'-9'' 2'-9'' 16" 4'-5'' 4'-5'' 4'-5'' 4'-5'' 12" 3'-7'' 3'-7'' 3'-7'' 3'-7'' 12" 5'-7'' 5'-7'' 5'-7'' 5'-7'' TABLE 1.1 TABLE 1.2 SINGLE SPAN TABLES 0.024"x2"x6.625" Rafter (Single Span) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C (psf) (in) 90 100 105 110 10 24" 8'-8'' 7'-5'' 6'-10'' 6'-4'' LIVE 20" 9'-9'' 8'-4'' 7'-9'' 7'-3'' 16" 11'-2'' 9'-8'' 9'-0'' 8'-5'' 12" 13'-2'' 11'-6'' 10'-9'' 10'-1'' 20 24" 5'-2'' 5'-2'' 5'-2'' 5'-2'' LIVE 20" 6'-2'' 6'-2'' 6'-2'' 6'-2'' 16" 7'-8'' 7'-8'' 7'-8'' 7'-8'' 12" 10'-2'' 10'-2'' 10'-2'' 10'-1'' 25 24" 4'-11'' 4'-11'' 4'-11'' 4'-11'' 20" 5'-10'' 5'-10'' 5'-10'' 5'-10'' 16" 7'-4'' 7'-4'' 7'-4'' 7'-4'' 12" 9'-9'' 9'-9'' 9'-9'' 9'-9'' 30 24" 4'-1'' 4'-1'' 4'-1'' 4'-1'' 20" 4'-11'' 4'-11'' 4'-11'' 4'-11'' 16" 6'-1'' 6'-1'' 6'-1'' 6'-1'' 12" 8'-1'' 8'-1'' 8'-1'' 8'-1'' 40 24" 3'-1'' 3'-1'' 3'-1'' 3'-1'' 20" 3'-8'' 3'-8'' 3'-8'' 3'-8'' 16" 4'-7'' 4'-7'' 4'-7'' 4'-7'' 12" 6'-1'' 6'-1'' 6'-1'' 6'-1'' 60 24" 2'-0'' 2'-0'' 2'-0'' 2'-0'' 20" 2'-5'' 2'-5'' 2'-5'' 2'-5'' 16" 3'-1'' 3'-1'' 3'-1'' 3'-1'' 12" 4'-1'' 4'-1'' 4'-1'' 4'-1'' TABLE 1.6 0.032"x2"x6.625" Rafter (Single Span) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C (psf) (in) 90 100 105 110 10 24" 13'-7'' 12'-0'' 11'-4'' 10'-8'' LIVE 20" 15'-0'' 13'-3'' 12'-6'' 11'-10'' 16" 16'-10'' 14'-11'' 14'-1'' 13'-4'' 12" 19'-5'' 17'-3'' 16'-3'' 15'-5'' 20 24" 8'-10'' 8'-10'' 8'-10'' 8'-10'' LIVE 20" 10'-6'' 10'-6'' 10'-6'' 10'-6'' 16" 12'-3'' 12'-3'' 12'-3'' 12'-3'' 12" 14'-1'' 14'-1'' 14'-1'' 14'-1'' 25 24" 8'-5'' 8'-5'' 8'-5'' 8'-5'' 20" 10'-1'' 10'-1'' 10'-1'' 10'-1'' 16" 11'-11'' 11'-11'' 11'-11'' 11'-11'' 12" 13'-9'' 13'-9'' 13'-9'' 13'-9'' 30 24" 7'-0'' 7'-0'' 7'-0'' 7'-0'' 20" 8'-5'' 8'-5'' 8'-5'' 8'-5'' 16" 10'-6'' 10'-6'' 10'-6'' 10'-6'' 12" 12'-7'' 12'-7'' 12'-7'' 12'-7'' 40 24" 5'-3'' 5'-3'' 5'-3'' 5'-3'' 20" 6'-4'' 6'-4'' 6'-4'' 6'-4'' 16" 7'-10'' 7'-10'' 7'-10'' 7'-10'' 12" 10'-6'' 10'-6'' 10'-6'' 10'-6'' 60 24" 3'-6'' 3'-6'' 3'-6'' 3'-6'' 20" 4'-2'' 4'-2'' 4'-2'' 4'-2'' 16" 5'-3'' 5'-3'' 5'-3'' 5'-3'' 12" 7'-0'' 7'-0'' 7'-0'' 7'-0'' TABLE 1.7 ICC ESR 1398 (2009 IBC) 10/11/2011 0.040"x2"x6.625" Rafter (Multispan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C (psf) (in) 90 100 105 110 10 24" 14'-6'' 14'-6'' 14'-6'' 14'-5'' LIVE 20" 16'-2'' 16'-2'' 16'-2'' 15'-10'' 16" 18'-5'' 18'-5'' 18'-5'' 17'-8'' 12" 21'-7'' 21'-2'' 20'-5'' 19'-10'' 20 24" 9'-2'' 9'-2'' 9'-2'' 9'-2'' LIVE 20" 10'-5'' 10'-5'' 10'-5'' 10'-5'' 16" 12'-1'' 12'-1'' 12'-1'' 12'-1'' 12" 14'-6'' 14'-6'' 14'-6'' 14'-6'' 25 24" 8'-11'' 8'-11'' 8'-11'' 8'-11'' 20" 10'-1'' 10'-1'' 10'-1'' 10'-1'' 16" 11'-9'' 11'-9'' 11'-9'' 11'-9'' 12" 14'-1'' 14'-1'' 14'-1'' 14'-1'' 30 24" 7'-9'' 7'-9'' 7'-9'' 7'-9'' 20" 8'-11'' 8'-11'' 8'-11'' 8'-11'' 16" 10'-4'' 10'-4'' 10'-4'' 10'-4'' 12" 12'-6'' 12'-6'' 12'-6'' 12'-6'' 40 24" 6'-3'' 6'-3'' 6'-3'' 6'-3'' 20" 7'-2'' 7'-2'' 7'-2'' 7'-2'' 16" 8'-6'' 8'-6'' 8'-6'' 8'-6'' 12" 10'-4'' 10'-4'' 10'-4'' 10'-4'' 60 24" 4'-6'' 4'-6'' 4'-6'' 4'-6'' 20" 5'-3'' 5'-3'' 5'-3'' 5'-3'' 16" 6'-3'' 6'-3'' 6'-3'' 6'-3'' 12" 7'-9'' 7'-9'' 7'-9'' 7'-9'' TABLE 1.3 0.042"x3"x8" Rafter (Multispan) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C (psf) (in) 90 100 105 110 10 36" 12'-6'' 12'-6'' 12'-6'' 12'-6'' LIVE 32" 13'-6'' 13'-6'' 13'-6'' 13'-6'' 24" 16'-2'' 16'-2'' 16'-2'' 15'-10'' 16" 20'-7'' 20'-7'' 20'-5'' 19'-4'' 20 36" 7'-7'' 7'-7'' 7'-7'' 7'-7'' LIVE 32" 8'-4'' 8'-4'' 8'-4'' 8'-4'' 24" 10'-3'' 10'-3'' 10'-3'' 10'-3'' 16" 13'-6'' 13'-6'' 13'-6'' 13'-6'' 25 36" 7'-4'' 7'-4'' 7'-4'' 7'-4'' 32" 8'-0'' 8'-0'' 8'-0'' 8'-0'' 24" 9'-11'' 9'-11'' 9'-11'' 9'-11'' 16" 13'-1'' 13'-1'' 13'-1'' 13'-1'' 30 36" 6'-4'' 6'-4'' 6'-4'' 6'-4'' 32" 6'-11'' 6'-11'' 6'-11'' 6'-11'' 24" 8'-8'' 8'-8'' 8'-8'' 8'-8'' 16" 11'-7'' 11'-7'' 11'-7'' 11'-7'' 40 36" 5'-0'' 5'-0'' 5'-0'' 5'-0'' 32" 5'-6'' 5'-6'' 5'-6'' 5'-6'' 24" 6'-11'' 6'-11'' 6'-11'' 6'-11'' 16" 9'-5'' 9'-5'' 9'-5'' 9'-5'' 60 36" 3'-6'' 3'-6'' 3'-6'' 3'-6'' 32" 3'-11'' 3'-11'' 3'-11'' 3'-11'' 24" 5'-0'' 5'-0'' 5'-0'' 5'-0'' 16" 6'-11'' 6'-11'' 6'-11'' 6'-11'' TABLE 1.4 NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN 0.040"x2"x6.625" Rafter (Single Span) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C (psf) (in) 90 100 105 110 10 24" 17'-9'' 16'-0'' 15'-2'' 14'-5'' LIVE 20" 19'-1'' 17'-7'' 16'-8'' 15'-10'' 16" 20'-6'' 19'-5'' 18'-7'' 17'-8'' 12" 22'-7'' 21'-2'' 20'-5'' 19'-10'' 20 24" 12'-8'' 12'-8'' 12'-8'' 12'-8'' LIVE 20" 13'-10'' 13'-10'' 13'-10'' 13'-10'' 16" 15'-5'' 15'-5'' 15'-5'' 15'-5'' 12" 17'-9'' 17'-9'' 17'-9'' 17'-9'' 25 24" 12'-4'' 12'-4'' 12'-4'' 12'-4'' 20" 13'-6'' 13'-6'' 13'-6'' 13'-6'' 16" 15'-1'' 15'-1'' 15'-1'' 15'-1'' 12" 17'-4'' 17'-4'' 17'-4'' 17'-4'' 30 24" 10'-7'' 10'-7'' 10'-7'' 10'-7'' 20" 12'-4'' 12'-4'' 12'-4'' 12'-4'' 16" 13'-9'' 13'-9'' 13'-9'' 13'-9'' 12" 15'-10'' 15'-10'' 15'-10'' 15'-10'' 40 24" 7'-11'' 7'-11'' 7'-11'' 7'-11'' 20" 9'-6'' 9'-6'' 9'-6'' 9'-6'' 16" 11'-10'' 11'-10'' 11'-10'' 11'-10'' 12" 13'-9'' 13'-9'' 13'-9'' 13'-9'' 60 24" 5'-4'' 5'-4'' 5'-4'' 5'-4'' 20" 6'-4'' 6'-4'' 6'-4'' 6'-4'' 16" 7'-11'' 7'-11'' 7'-11'' 7'-11'' 12" 10'-7'' 10'-7'' 10'-7'' 10'-7'' TABLE 1.8 Page 6 of 60 0.042"x3"x8" Rafter (Single Span) Ground Rafter Wind Speed and Exposure Snow Load Spacing Exp C (psf) (in) 90 100 105 110 10 36" 16'-2'' 14'-4'' 13'-6'' 12'-9'' LIVE 32" 17'-2'' 15'-3'' 14'-5'' 13'-7'' 24" 19'-11'' 17'-8'' 16'-9'' 15'-10'' 16" 24'-2'' 21'-7'' 20'-5'' 19'-4'' 20 36" 9'-8'' 9'-8'' 9'-8'' 9'-8'' LIVE 32" 10'-10'' 10'-10'' 10'-10'' 10'-10'' 24" 14'-4'' 14'-4'' 14'-4'' 14'-4'' 16" 17'-5'' 17'-5'' 17'-5'' 17'-5'' 25 36" 9'-3'' 9'-3'' 9'-3'' 9'-3'' 32" 10'-4'' 10'-4'' 10'-4'' 10'-4'' 24" 13'-9'' 13'-9'' 13'-9'' 13'-9'' 16" 17'-0'' 17'-0'' 17'-0'' 17'-0'' 30 36" 7'-8'' 7'-8'' 7'-8'' 7'-8'' 32" 8'-8'' 8'-8'' 8'-8'' 8'-8'' 24" 11'-6'' 11'-6'' 11'-6'' 11'-6'' 16" 15'-7'' 15'-7'' 15'-7'' 15'-7'' 40 36" 5'-9'' 5'-9'' 5'-9'' 5'-9'' 32" 6'-6'' 6'-6'' 6'-6'' 6'-6'' 24" 8'-8'' 8'-8'' 8'-8'' 8'-8'' 16" 12'-11'' 12'-11'' 12'-11'' 12'-11'' 60 36" 3'-10'' 3'-10'' 3'-10'' 3'-10'' 32" 4'-4'' 4'-4'' 4'-4'' 4'-4'' 24" 5'-9'' 5'-9'' 5'-9'' 5'-9'' 16" 8'-8'' 8'-8'' 8'-8'' 8'-8'' TABLE 1.9 3"x3" Rafter @6" o/c (Multispan or Single) Ground Rafter Wind Speed and Exposure Snow Load Gauge Exposure C (psf) (in) 100 110 120 130 10 0.024" 12'-7'' 12'-3'' 11'-2'' 10'-3'' LIVE 0.040" 16'-6'' 16'-6'' 16'-3'' 15'-4'' 20 0.024" 8'-7'' 8'-7'' 8'-7'' 8'-7'' LIVE 0.040" 13'-1'' 13'-1'' 13'-1'' 13'-1'' 25 0.024" 8'-5'' 8'-5'' 8'-5'' 8'-5'' 0.040" 12'-10'' 12'-10'' 12'-10'' 12'-10'' 30 0.024" 7'-6'' 7'-6'' 7'-6'' 7'-6'' 0.040" 12'-0'' 12'-0'' 12'-0'' 12'-0'' 40 0.024" 6'-4'' 6'-4'' 6'-4'' 6'-4'' 0.040" 10'-3'' 10'-3'' 10'-3'' 10'-3'' 60 0.024" 4'-11'' 4'-11'' 4'-11'' 4'-11'' 0.040" 8'-1'' 8'-1'' 8'-1'' 8'-1'' TABLE 1.5 Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 carlputnam@comcast.net RAFTERS O/C SPACING MAY BE DOUBLED IF THE RAFTERS ARE DOUBLED UP TO 48" O/C SINGLE SPAN TABLES LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAS 0.042"x3"x8" Box Beam (Detail L1) Double 0.042"x3"x8" (Detail L12) TABLE 2.1 Attached Single Freestanding or Attached Single Freestanding or Span Structure Multispan Units Span Structure Multispan Units TRIB MAX POST MAX SNOW WIDTH POST REQ'D POST LOAD (FT) SPACING FOR ON SLAB (FT) SLAB (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (PSF) 30 MIN SPACING POST FOOTER SIZE 8' 10' 12' MAX POST MAX POST LENGTH MIN FOOTER CONSTRAINED FOOTER SPACING POST SIZE 8' 10' 12' CONSTRAINED FOOTER MAX TABLE 2.1 GROUND (PSF) MAX POST LENGTH Double 0.040"x2"x6.625" (Detail L12) Attached Freestanding or Structure Multispan Units POST MAX POST LENGTH MIN FOOTER SPACING POST SIZE 8' 10' 12' CONSTRAINED FOOTER GROUND TRIB MAX POST MAX SNOW WIDTH POST REQ'D POST LOAD (FT) 90 MPH EXPOSURE B 3 22'-8'' A 13'-6'' A 18 23 25 26 20'-10'' A 21 25 27 28 18'-8'' A 20 24 25 27 LIVE 3.5 19'-5'' A 12'-4'' A 18 23 24 25 19'-3'' A 21 25 26 28 17'-3'' A 20 23 25 26 SLAB (FT) TYPE SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) Double 0.040"x2"x6.625" (Detail L12) Attached Single Freestanding or Span Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) TYPE SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) 3 8'-0'' A 7'-10'' A 15 21 22 23 13'-1'' C 18 23 24 26 11'-10'' C 17 22 23 24 3.5 6'-10'' A 7'-0'' B 15 20 22 23 12'-0'' C 18 22 24 25 10'-10'' C 17 21 23 24 4 17'-0'' A 11'-4'' A 18 22 24 25 18'-0'' B 22 25 26 27 16'-1'' A 21 23 24 26 4 6'-0'' A 6'-5'' B 15 20 21 22 11'-1'' C 18 22 24 25 10'-1'' C 18 21 22 24 4.5 15'-1'' A 10'-7'' A 19 22 23 25 16'-11'' B 22 24 26 27 15'-2'' B 21 23 24 25 4.5 5'-4'' A 5'-10'' B 15 19 21 22 10'-3'' C 19 22 23 24 9'-5'' C 18 21 22 23 A 9'-11'' 4'-10'' A 5'-5'' B 16 19 21 22 9'-8'' C 19 21 23 24 8'-10'' C 18 20 22 23 5 25 5 5.5 12'-4'' A 9'-4'' A 19 21 23 24 15'-2'' B 23 24 25 26 13'-8'' B 22 22 24 25 5.5 4'-4'' A 5'-0'' B 16 19 20 22 9'-1'' C 19 21 23 24 8'-4'' C 19 20 21 23 6 11'-4'' 13'-7'' A 8'-9'' A A 19 19 21 22 22 23 24 24 14'-5'' 16'-0'' B B 23 22 23 24 25 25 26 27 13'-0'' 14'-4'' B B 22 21 22 22 23 24 25 6 4'-0'' A 4'-9'' B 16 19 20 21 8'-7'' C 19 21 22 24 7'-11'' C 19 20 21 23 6.5 10'-5'' A 8'-4'' A 20 21 22 24 13'-10'' B 23 23 25 26 12'-5'' B 22 22 23 24 6.5 3'-8'' A 4'-4'' B 16 18 20 21 8'-1'' C 19 21 22 23 7'-6'' C 19 20 21 22 7 9'-8'' A 7'-11'' A 20 21 22 23 13'-3'' C 23 23 24 26 11'-11'' B 23 23 23 24 7 3'-5'' A 4'-0'' B 16 18 20 21 7'-9'' C 20 21 22 23 7'-2'' C 19 20 21 22 7.5 9'-1'' A 7'-7'' A 20 20 22 23 12'-9'' C 24 24 24 26 11'-6'' B 23 23 23 24 7.5 3'-2'' A 3'-9'' B 16 18 20 21 7'-4'' C 20 20 22 23 6'-10'' C 19 19 21 22 8 8'-6'' A 7'-3'' A 20 20 22 23 12'-3'' C 24 24 24 25 11'-1'' B 23 23 23 24 8 3'-0'' A 3'-6'' B 16 19 20 21 7'-0'' C 20 20 22 23 6'-7'' C 19 19 21 22 8.5 8'-0'' A 6'-11'' A 20 20 22 23 11'-10'' C 24 24 24 25 10'-9'' B 23 23 23 24 8.5 2'-10'' A 3'-4'' B 16 19 20 21 6'-9'' D 20 20 21 23 6'-4'' C 20 20 20 22 9 9.5 7'-6'' 7'-2'' A A 6'-8'' 6'-5'' A A 20 20 20 20 21 21 23 22 11'-5'' 11'-1'' C C 24 24 24 24 24 24 25 25 10'-5'' 10'-1'' C C 23 24 23 24 23 24 24 24 9 9.5 2'-8'' 2'-6'' A A 3'-2'' 3'-0'' B B 16 16 19 19 20 21 22 22 6'-6'' 6'-3'' D D 20 20 20 20 21 21 22 22 6'-1'' 5'-10'' C C 20 20 20 20 20 21 22 22 10 6'-9'' A 6'-2'' A 20 20 21 22 10'-9'' C 25 25 25 25 9'-9'' C 24 24 24 24 11 6'-2'' A 5'-9'' A 21 21 21 22 10'-1'' C 25 25 25 25 9'-3'' C 24 24 24 24 12 13 5'-8'' 5'-2'' A A 5'-5'' 5'-1'' A A 21 21 21 21 22 22 23 23 9'-7'' 9'-1'' C C 25 25 25 25 25 25 25 25 8'-9'' 8'-4'' C C 24 25 24 25 24 25 24 25 4.5 A 13'-6'' A 20 25 27 28 20'-4'' A 23 28 29 31 18'-2'' A 22 26 27 29 5 30 16'-10'' 28 5.5 4'-4'' 90 MPH EXPOSURE C 30 90 MPH EXPOSURE C LIVE MAX POST LENGTH MIN FOOTER SPACING FOR SPACING POST ON SLAB (FT) Double 0.042"x3"x8" (Detail L12) Attached Single Freestanding or Span Structure Multispan Units 90 MPH EXPOSURE B 10 10 0.042"x3"x8" Box Beam (Detail L1) Attached Single Freestanding or Span Structure Multispan Units 3 3.5 22'-8'' 19'-5'' A 12'-4'' A 20 25 26 28 18'-9'' A 23 27 29 A 23 25 27 3 8'-0'' A 7'-10'' A 17 22 24 25 13'-1'' C 20 25 27 28 11'-10'' C 19 23 25 26 3.5 4 6'-10'' 6'-0'' A A 7'-0'' 6'-5'' B B 17 17 22 22 23 23 25 24 12'-0'' 11'-1'' C C 20 21 25 24 26 26 27 27 10'-10'' 10'-1'' C C 20 20 23 23 25 24 26 26 5'-4'' A 5'-10'' B 17 21 23 24 10'-3'' C 21 24 25 27 9'-5'' C 20 22 24 25 4'-10'' A 5'-5'' B 17 21 22 24 9'-8'' C 21 23 25 26 8'-10'' C 21 22 24 25 A 5'-0'' B 18 21 22 23 9'-1'' C 21 23 25 C 21 22 23 25 26 8'-4'' 4 17'-0'' A 11'-4'' A 21 24 26 27 17'-6'' B 24 27 28 30 15'-8'' A 23 25 27 28 6 4'-0'' A 4'-9'' B 18 20 22 23 8'-7'' C 22 23 24 26 7'-11'' C 21 22 23 25 4.5 15'-1'' A 10'-7'' A 21 24 25 27 16'-5'' B 24 26 28 29 14'-9'' A 24 25 26 28 6.5 3'-8'' A 4'-4'' B 18 20 22 23 8'-1'' C 22 23 24 26 7'-6'' C 21 21 23 24 24 5 13'-7'' A 9'-11'' A 21 24 25 26 15'-6'' B 25 26 28 29 13'-11'' B 24 24 26 27 7 3'-5'' A 4'-0'' B 18 20 21 23 7'-9'' C 22 22 24 25 7'-2'' C 21 21 23 5.5 12'-4'' A 9'-4'' A 22 23 25 26 14'-9'' B 25 26 27 29 13'-3'' B 24 24 26 27 7.5 3'-2'' A 3'-9'' B 18 20 22 23 7'-4'' C 22 22 24 25 6'-10'' C 22 22 23 24 6 11'-4'' A 8'-9'' A 22 23 25 26 14'-0'' B 25 25 27 28 12'-8'' B 25 25 25 27 8 3'-0'' A 3'-6'' B 18 20 22 23 7'-0'' C 22 22 23 25 6'-7'' C 22 22 22 24 6.5 10'-5'' 8.5 2'-10'' A 8'-4'' 26 13'-5'' 6'-4'' C 22 22 22 24 7 9'-8'' A 7'-11'' A 22 23 24 25 12'-10'' B 26 26 26 28 11'-7'' B 25 25 25 26 9 2'-8'' A 3'-2'' B 18 21 22 24 6'-6'' D 23 23 23 24 6'-1'' C 22 22 22 24 7.5 9'-1'' A 7'-7'' A A 22 22 22 23 24 24 25 12'-4'' C B 26 26 26 26 26 27 28 28 11'-2'' 12'-1'' B B 25 25 25 25 25 25 26 27 9.5 2'-6'' A 3'-0'' B 18 21 22 24 6'-3'' D 23 23 23 24 5'-10'' C 22 22 22 24 8 8'-6'' A 7'-3'' A 23 23 24 25 11'-11'' C 27 27 27 27 10'-9'' B 26 26 26 26 8.5 8'-0'' A 6'-11'' A 23 23 23 25 11'-6'' C 27 27 27 27 10'-5'' B 26 26 26 26 9 7'-6'' A 6'-8'' A 23 23 23 25 11'-1'' C 27 27 27 27 10'-1'' B 26 26 26 26 A 3'-4'' B 18 21 22 23 6'-9'' D 22 22 23 25 90 MPH EXPOSURE C 40 3 6'-1'' A 6'-5'' B 16 22 23 24 11'-1'' C 19 24 26 27 10'-1'' C 18 23 24 26 3.5 5'-2'' A 5'-9'' B 16 21 23 24 10'-1'' C 19 24 25 27 9'-3'' C 19 22 24 25 25 9.5 7'-2'' A 6'-5'' A 23 23 23 24 10'-9'' C 27 27 27 27 9'-9'' C 26 26 26 26 4 4'-6'' A 5'-2'' B 16 21 22 24 9'-4'' C 19 23 25 26 8'-6'' C 19 22 24 10 6'-9'' A 6'-2'' A 23 23 23 24 10'-5'' C 27 27 27 27 9'-6'' C 27 27 27 27 4.5 4'-0'' A 4'-9'' B 16 20 22 23 8'-7'' C 20 23 24 26 7'-11'' C 19 22 23 25 11 6'-2'' A 5'-9'' A 23 23 23 24 9'-10'' C 28 28 28 28 9'-0'' C 27 27 27 27 5 3'-7'' A 4'-3'' B 16 20 22 23 8'-0'' C 20 23 24 25 7'-5'' C 19 21 23 24 12 13 5'-8'' 5'-2'' A A 5'-5'' 5'-1'' A A 23 24 23 24 23 24 25 25 9'-3'' 8'-10'' C C 28 28 28 28 28 28 28 28 8'-6'' 8'-1'' C C 27 27 27 27 27 27 27 27 5.5 6 3'-3'' 3'-0'' A A 3'-11'' 3'-7'' B B 16 16 20 19 21 21 23 22 7'-6'' 7'-1'' C C 20 20 22 22 24 24 25 25 7'-0'' 6'-7'' C C 20 20 21 21 23 22 24 24 6.5 2'-9'' A 3'-3'' B 16 20 21 22 6'-8'' D 20 22 23 25 6'-3'' C 20 21 22 24 25 7 2'-7'' A 3'-1'' B 16 20 21 23 6'-4'' D 21 22 23 24 5'-11'' C 20 21 22 23 90 MPH EXPOSURE B 20 3 11'-10'' A 9'-1'' A 16 21 23 24 14'-10'' B 18 24 25 26 13'-4'' B 18 22 24 LIVE 3.5 10'-2'' A 8'-2'' A 16 21 22 23 13'-7'' B 19 23 25 26 12'-3'' B 18 22 23 24 7.5 2'-5'' A 2'-10'' B 16 20 22 23 6'-0'' D 21 21 23 24 5'-8'' C 20 20 22 23 4 8'-11'' A 7'-6'' A 16 20 22 23 12'-7'' C 19 23 24 25 11'-5'' B 18 21 23 24 8 2'-3'' A 2'-8'' B 16 20 22 23 5'-9'' D 21 21 23 24 5'-5'' D 20 20 22 23 4.5 5 7'-11'' 7'-1'' A A 6'-11'' 6'-5'' A A 16 16 20 20 21 21 23 22 11'-9'' 11'-0'' C C 19 20 22 22 24 24 25 25 10'-8'' 10'-0'' B C 19 19 21 21 23 22 24 23 8.5 9 2'-1'' 2'-0'' A A 2'-6'' 2'-4'' B B 16 16 21 21 22 22 23 24 5'-6'' 5'-3'' D D 21 21 21 21 22 22 24 24 5'-2'' 5'-0'' D D 21 21 21 21 22 22 23 24 5.5 6'-5'' A 5'-11'' A 17 20 21 22 10'-5'' C 20 22 23 25 9'-6'' C 19 21 22 23 6 5'-11'' A 5'-7'' A 17 19 21 22 9'-10'' C 20 22 23 24 9'-0'' C 20 20 22 23 22 11'-1'' 6.5 5'-5'' A 5'-3'' A 17 19 20 22 9'-5'' C 20 21 23 24 8'-7'' C 20 20 22 23 90 MPH EXPOSURE B 3.5 5'-2'' A 5'-9'' B 14 19 21 22 10'-1'' C 17 22 23 24 7 5'-1'' A 5'-0'' A 17 19 20 22 8'-11'' C 21 21 23 24 8'-3'' C 20 20 21 23 4 4'-6'' A 5'-2'' B 14 19 20 22 9'-4'' C 17 21 23 24 40 3 6'-1'' A 6'-5'' B 14 20 21 C 17 22 24 25 7.5 4'-9'' A 4'-8'' A 17 19 20 21 8'-7'' C 21 21 22 24 7'-10'' C 20 20 21 23 4.5 4'-0'' A 4'-9'' B 14 19 20 21 8'-7'' C 18 21 22 24 8 4'-5'' A 4'-5'' A 17 19 20 21 8'-2'' C 21 21 22 23 7'-7'' C 20 20 21 22 5 3'-7'' A 4'-3'' B 14 18 20 21 8'-0'' C 18 21 22 23 8.5 4'-2'' A 4'-2'' A 17 19 20 21 7'-10'' C 21 21 22 23 7'-3'' C 20 20 21 22 5.5 3'-3'' A 3'-11'' B 14 18 19 21 7'-6'' C 18 20 22 23 9 3'-11'' A 3'-11'' A 17 19 20 22 7'-7'' C 21 21 22 23 7'-0'' C 21 21 21 22 6 3'-0'' A 3'-7'' B 14 18 19 20 7'-1'' C 18 20 22 23 6.5 2'-9'' A 3'-3'' B 14 18 19 21 6'-8'' D 18 20 21 23 9.5 3'-9'' A 3'-9'' A 17 19 21 22 7'-3'' C 21 21 22 23 6'-9'' C 21 21 21 22 10 3'-6'' A 3'-6'' A 17 19 21 22 7'-0'' C 21 21 22 23 6'-7'' C 21 21 21 22 7 2'-7'' A 3'-1'' B 14 18 20 21 6'-4'' D 18 20 21 22 11 3'-2'' A 3'-2'' A 17 20 21 22 6'-7'' C 22 22 22 23 6'-2'' C 21 21 21 22 7.5 2'-5'' A 2'-10'' B 14 18 20 21 6'-0'' D 18 20 21 22 12 13 2'-11'' 2'-8'' A A 2'-11'' 2'-8'' A A 17 17 20 20 22 22 23 23 6'-2'' 5'-10'' C C 22 22 22 22 22 22 23 23 5'-10'' 5'-6'' C C 21 21 21 21 22 22 23 23 8 8.5 2'-3'' 2'-1'' A A 2'-8'' 2'-6'' B B 14 14 19 19 20 20 21 21 5'-9'' 5'-6'' D D 19 19 19 19 21 21 22 22 9 2'-0'' A 2'-4'' B 14 19 20 22 5'-3'' D 19 19 20 22 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 7 of 60 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAS 0.042"x3"x8" Box Beam (Detail L1) Double 0.042"x3"x8" (Detail L12) TABLE 2.1 Attached Single Freestanding or Attached Single Freestanding or Span Structure Multispan Units Span Structure Multispan Units TRIB MAX POST MAX SNOW WIDTH POST REQ'D POST LOAD (FT) SPACING FOR ON SLAB (FT) SLAB (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (PSF) 60 MIN SPACING POST FOOTER SIZE 8' 10' 12' MAX POST MAX POST LENGTH MIN FOOTER CONSTRAINED FOOTER SPACING POST SIZE 8' 10' 12' CONSTRAINED FOOTER MAX TABLE 2.1 GROUND (PSF) MAX POST LENGTH Double 0.040"x2"x6.625" (Detail L12) Attached Freestanding or Structure Multispan Units POST MAX POST LENGTH MIN FOOTER SPACING POST SIZE 8' 10' 12' CONSTRAINED FOOTER GROUND TRIB MAX POST MAX SNOW WIDTH POST REQ'D POST LOAD (FT) 90 MPH EXPOSURE C 3 11'-10'' A 9'-1'' A 17 23 25 26 14'-10'' B 21 26 27 29 13'-4'' B 20 24 26 27 LIVE 3.5 10'-2'' A 8'-2'' A 18 23 24 26 13'-7'' B 21 25 27 28 12'-3'' B 20 24 25 27 6. 7. SIZE "d" (in) MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) TYPE SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) 3 4'-1'' A 4'-9'' B 13 19 20 21 8'-8'' C 15 21 22 24 8'-0'' C 15 20 21 23 3.5 3'-6'' A 4'-1'' B 13 18 20 21 7'-10'' C 16 21 22 23 7'-3'' C 15 20 21 22 8'-11'' A 7'-6'' A 18 22 24 25 12'-7'' C 21 25 26 28 11'-5'' B 21 23 25 26 4 3'-0'' A 3'-7'' B 13 18 19 21 7'-2'' C 16 20 22 23 6'-8'' C 15 19 21 22 A 6'-11'' A 18 22 23 25 11'-9'' C 22 24 26 27 10'-8'' B 21 23 25 26 4.5 2'-8'' A 3'-2'' B 13 18 19 20 6'-7'' D 16 20 21 23 6'-2'' C 16 19 20 22 27 A 2'-11'' A 6'-5'' 10'-0'' C 21 23 24 26 5 5.5 6'-5'' A 5'-11'' A 19 21 23 24 10'-5'' C 22 24 25 27 9'-6'' C 22 22 24 25 5.5 2'-2'' A 2'-7'' B 13 18 19 20 5'-8'' D 16 19 21 22 5'-4'' D 16 19 20 21 6 5'-11'' 7'-1'' A 5'-7'' A A 19 18 21 22 23 23 24 24 9'-10'' 11'-0'' C C 23 22 24 24 25 26 26 9'-0'' C 22 22 24 25 6 2'-0'' A 2'-5'' B 13 18 19 20 5'-3'' D 16 19 20 22 5'-0'' D 16 18 20 21 6.5 5'-5'' A 5'-3'' A 19 21 22 24 9'-5'' C 23 23 25 26 8'-7'' C 22 22 24 25 6.5 1'-10'' A 2'-2'' B 13 18 19 21 4'-11'' D 16 19 20 22 4'-9'' D 16 18 20 21 7 5'-1'' A 5'-0'' A 19 21 22 23 8'-11'' C 23 23 25 26 8'-3'' C 22 22 23 25 7 1'-9'' A 2'-1'' B 13 18 20 21 4'-8'' D 17 19 20 21 4'-6'' D 16 18 20 21 2'-5'' B 13 17 19 20 6'-1'' D 16 20 21 22 5'-9'' C 16 19 20 21 7.5 4'-9'' A 4'-8'' A 19 20 22 23 8'-7'' C 23 23 24 26 7'-10'' C 23 23 23 25 7.5 1'-7'' A 1'-11'' B 13 18 20 21 4'-5'' D 17 19 20 21 4'-3'' D 16 18 20 21 8 4'-5'' A 4'-5'' A 19 20 22 23 8'-2'' C 23 23 24 26 7'-7'' C 23 23 23 24 8 1'-6'' A 1'-9'' B 13 19 20 21 4'-2'' D 17 19 20 21 4'-1'' D 17 19 20 21 8.5 1'-5'' A 1'-8'' B 13 19 20 21 4'-0'' D 17 19 20 21 3'-10'' D 17 19 20 21 8.5 4'-2'' A 4'-2'' A 19 21 22 23 7'-10'' C 24 24 24 25 7'-3'' C 23 23 23 24 9 3'-11'' A 3'-11'' A 19 21 22 24 7'-7'' C 24 24 24 25 7'-0'' C 23 23 23 24 9.5 3'-9'' A 3'-9'' A 19 21 22 24 7'-3'' C 24 24 24 25 6'-9'' C 23 23 23 24 3 4'-1'' A 4'-9'' B 14 20 22 23 8'-8'' C 17 23 24 26 8'-0'' C 17 22 23 25 10 3'-6'' A 3'-6'' A 19 21 23 24 7'-0'' C 24 24 24 25 6'-7'' C 23 23 23 24 3.5 3'-6'' A 4'-1'' B 14 20 21 23 7'-10'' C 18 22 24 25 7'-3'' C 17 21 23 24 11 3'-2'' A 3'-2'' A 19 22 23 24 6'-7'' C 24 24 24 25 6'-2'' C 24 24 24 24 4 3'-0'' A 3'-7'' B 14 19 21 22 7'-2'' C 18 22 24 25 6'-8'' C 17 21 22 24 4.5 2'-8'' A 3'-2'' B 14 19 21 22 6'-7'' D 18 22 23 25 6'-2'' C 18 21 22 24 A 8'-9'' A 15 21 22 24 14'-5'' C 18 23 25 26 13'-0'' C 18 22 23 25 5 2'-5'' A 2'-11'' B 14 19 20 22 6'-1'' D 18 21 23 24 5'-9'' C 18 20 22 23 9'-7'' 90 MPH EXPOSURE C 60 3.5 8'-2'' A 7'-11'' A 16 21 22 23 13'-3'' C 19 23 24 26 11'-11'' C 18 22 23 24 5.5 2'-2'' A 2'-7'' B 14 19 21 22 5'-8'' D 18 21 23 24 5'-4'' D 18 20 22 23 4 7'-2'' A 7'-3'' B 16 20 22 23 12'-3'' C 19 23 24 25 11'-1'' C 18 21 23 24 6 2'-0'' A 2'-5'' B 14 19 21 22 5'-3'' D 18 21 22 24 5'-0'' D 18 20 21 23 4.5 5 6'-4'' 5'-9'' A A 6'-8'' 6'-2'' B B 16 16 20 20 21 21 23 22 11'-5'' 10'-9'' C C 19 20 22 22 24 23 25 25 10'-5'' 9'-9'' C C 19 19 21 21 22 22 24 23 6.5 7 1'-10'' 1'-9'' A A 2'-2'' 2'-1'' B B 14 14 20 20 21 21 22 23 4'-11'' 4'-8'' D D 19 19 21 20 22 22 23 23 4'-9'' 4'-6'' D D 18 18 20 20 21 21 23 23 5.5 5'-2'' A 5'-9'' B 16 19 21 22 10'-1'' C 20 22 23 24 9'-3'' C 19 21 22 23 6 6.5 4'-9'' 4'-5'' A A 5'-5'' 5'-1'' B B 17 17 19 19 21 20 22 22 9'-7'' 9'-1'' C C 20 20 21 21 23 23 24 24 8'-9'' 8'-4'' C C 19 20 20 20 22 21 23 23 OVERHANG TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 7 4'-1'' A 4'-9'' B 17 19 20 21 8'-8'' C 20 21 22 24 8'-0'' C 20 20 21 23 (FT) 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 7.5 3'-10'' A 4'-6'' B 17 19 20 21 8'-3'' C 21 21 22 23 7'-8'' C 20 20 21 22 0' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 8 3'-7'' A 4'-3'' B 17 19 20 21 7'-11'' C 21 21 22 23 7'-4'' C 20 20 21 22 1' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 8.5 3'-4'' A 4'-0'' B 17 19 20 21 7'-7'' C 21 21 22 23 7'-1'' C 20 20 21 22 2' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 9 9.5 3'-2'' 3'-0'' A A 3'-9'' 3'-7'' B B 17 17 19 19 20 21 22 22 7'-4'' 7'-1'' C C 21 21 21 21 22 22 23 23 6'-10'' 6'-7'' C C 20 21 20 21 21 21 22 22 3' 4' 5.5' 6' 6' 6.5' 6.5' 7' 7' 7.5' 7.5' 8' 8' 8.5' 8.5' 9' 9' 9.5' 9.5' 10' 10' 10.5' 10.5' 11' 11' 11.5' 11.5' 12' 12' 12.5' 12.5' 13' 5' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' 13.5' 90 MPH EXPOSURE C 5. TYPE 12' 7'-11'' 3 4. (FT) 10' 4 90 MPH EXPOSURE B 1. 2. 3. SLAB 8' Double 0.040"x2"x6.625" (Detail L12) Attached Single Freestanding or Span Structure Multispan Units 4.5 5 25 MAX POST LENGTH MIN FOOTER SPACING FOR SPACING POST ON SLAB (FT) Double 0.042"x3"x8" (Detail L12) Attached Single Freestanding or Span Structure Multispan Units 90 MPH EXPOSURE B 20 25 0.042"x3"x8" Box Beam (Detail L1) Attached Single Freestanding or Span Structure Multispan Units 3 9'-7'' A 8'-9'' A 17 23 25 26 14'-5'' C 20 26 27 29 13'-0'' C 20 24 26 27 3.5 8'-2'' A 7'-11'' A 18 23 24 25 13'-3'' C 21 25 27 28 11'-11'' C 20 24 25 26 4 7'-2'' A 7'-3'' B 18 22 24 25 12'-3'' C 21 25 26 28 11'-1'' C 21 23 25 26 4.5 5 6'-4'' 5'-9'' A A 6'-8'' 6'-2'' B B 18 18 22 21 23 23 25 24 11'-5'' 10'-9'' C C 22 22 24 24 26 26 27 27 10'-5'' 9'-9'' C C 21 21 23 23 24 24 26 25 5.5 5'-2'' A 5'-9'' B 18 21 23 24 10'-1'' C 22 24 25 27 9'-3'' C 22 22 24 25 6 4'-9'' A 5'-5'' B 19 21 22 24 9'-7'' C 22 23 25 26 8'-9'' C 22 22 24 25 6.5 4'-5'' A 5'-1'' B 19 21 22 24 9'-1'' C 23 23 25 26 8'-4'' C 22 22 23 25 7 4'-1'' A 4'-9'' B 19 20 22 23 8'-8'' C 23 23 24 26 8'-0'' C 22 22 23 25 7.5 3'-10'' A 4'-6'' B 19 20 22 23 8'-3'' C 23 23 24 26 7'-8'' C 22 22 23 24 8 3'-7'' A 4'-3'' B 19 20 22 23 7'-11'' C 23 23 24 25 7'-4'' C 23 23 23 24 8.5 9 3'-4'' 3'-2'' A A 4'-0'' 3'-9'' B B 19 19 21 21 22 22 23 24 7'-7'' 7'-4'' C C 23 24 23 24 24 24 25 25 7'-1'' 6'-10'' C C 23 23 23 23 23 23 24 24 9.5 3'-0'' A 3'-7'' B 19 21 22 24 7'-1'' C 24 24 24 25 6'-7'' C 23 23 23 24 10 2'-10'' A 3'-4'' B 19 21 23 24 6'-10'' C 24 24 24 25 6'-4'' C 23 23 23 24 GENERAL INSTRUCTIONS FOR THESE TABLES CHOOSE FREESTANDING OR ATTACHED STRUCTURE CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2 CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE POST SPACING. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.1 ICC ESR 1398 (2009 IBC) 10/11/2011 TABLE 2.3 Post Requirements for Attached Single Span Structures Post Description Max POST Hgt Code 0.042"x3"x8" Aluminum Post 11' B 0.024"Post with Sideplates 12' B Clover 0.030"x3"x3" Alum 11' B Clover 0.040"x3"x3" Alum 12' B Colonial 0.062" Extruded 12' C 0.041"x3"x3" Steel Clover 12' D 0.041"x3"x3" Steel Clover 8' E 3/16"x3"x3" Steel Square 15' H 1/4""x3"x3" Steel Square 15' I 3/16"x4"x4" Steel Square 15' J 1/2"x4"x4" Steel Square 15' K Detail L1 L24 L11 L11 AE L11 L11 L21 L21 L21 L21 TABLE 2.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Max POST Footing Height Code 0.041"x3"x3" Steel Clover d= 20'' 9' B 0.041"x3"x3" Steel Clover d= 21'' 8' B 3/16"x3"x3" Steel Square d= 28'' 12' C 3/16"x3"x3" Steel Square d= 28'' 8' D 1/4""x3"x3" Steel Square d= 28'' 12' D 3/16"x4"x4" Steel Square d= 28'' 12' E 1/2"x4"x4" Steel Square d= 37'' 12' D 1/2"x4"x4" Steel Square d= 31'' 15' D 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 2.1 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 5208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS (L1-L29). DETAILS MAY REQUIRE POST TO UPGRADED. Carl Putnam, P. E. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET M5 FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 8 of 60 Detail # L11 L11 L21 L21 L21 L21 L21 L21 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAS 12 Ga 3"x8" Steel C Beam (Detail L18) 16 Ga 3"x8" Steel C Beam (Detail L18) TABLE 2.5 Attached Single Freestanding or Attached Single Freestanding or Span Structure Multispan Units Span Structure Multispan Units TRIB MAX POST MAX SNOW WIDTH POST REQ'D POST LOAD (FT) SPACING FOR ON SLAB (FT) SLAB (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (PSF) 30 MIN SPACING POST FOOTER SIZE 8' 12' 15' MAX POST MAX POST LENGTH MIN FOOTER CONSTRAINED FOOTER SPACING POST SIZE 8' 12' 15' CONSTRAINED FOOTER MAX TABLE 2.5 GROUND (PSF) MAX POST LENGTH Double 12 Ga 3"x8" Steel C (Detail L8) Attached Single Freestanding or Span Structure Multispan Units POST MAX POST LENGTH MIN FOOTER SPACING POST SIZE 8' 12' 15' CONSTRAINED FOOTER GROUND TRIB MAX POST MAX SNOW WIDTH POST REQ'D POST LOAD (FT) 90 MPH EXPOSURE B 5 13'-7'' A 30'-0'' C 27 28 31 33 20'-3'' C 24 25 28 30 30'-0'' C 27 27 29 31 LIVE 5.5 12'-4'' A 29'-9'' D 28 28 31 33 19'-0'' C 24 25 28 30 30'-0'' D 28 28 29 31 SLAB (FT) TYPE SIZE "d" (in) 8' 12' 15' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) Double 12 Ga 3"x8" Steel C (Detail L8) Attached Single Freestanding or Span Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) TYPE SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) 5 4'-10'' A 19'-9'' D 24 25 28 30 10'-8'' C 19 22 25 26 26'-9'' E 26 26 29 31 5.5 4'-4'' A 18'-7'' D 24 25 28 29 9'-9'' C 20 22 24 26 25'-11'' E 27 27 29 30 6 11'-4'' A 28'-11'' D 29 29 30 32 17'-11'' C 25 25 27 29 30'-0'' D 29 29 29 31 6 4'-0'' A 17'-7'' D 24 24 27 29 8'-11'' C 20 21 24 26 25'-2'' E 28 28 28 30 6.5 10'-5'' A 28'-2'' D 29 29 30 32 17'-0'' C 25 25 27 29 30'-0'' D 30 30 30 31 6.5 3'-8'' A 16'-9'' D 25 25 27 29 8'-3'' C 20 21 23 25 24'-6'' E 28 28 28 30 7 9'-8'' A 27'-1'' D 30 30 30 32 16'-2'' C 25 25 27 29 30'-0'' D 31 31 31 31 7 3'-5'' A 15'-11'' D 25 25 27 29 7'-8'' C 20 21 23 25 23'-11'' E 29 29 29 7.5 9'-1'' A 26'-0'' D 30 30 30 32 15'-5'' C 25 25 27 28 30'-0'' D 31 31 31 31 7.5 3'-2'' A 15'-3'' D 25 25 27 28 7'-2'' C 20 20 23 25 23'-5'' E 29 29 29 30 8 8'-6'' A 25'-1'' D 30 30 30 31 14'-9'' C 25 25 26 28 30'-0'' D 32 32 32 32 8 3'-0'' A 14'-7'' E 25 25 26 28 6'-9'' C 20 20 23 24 22'-11'' E 29 29 29 30 30 30 8.5 8'-0'' A 24'-2'' D 31 31 31 31 14'-1'' C 26 26 26 28 30'-0'' D 33 33 33 33 8.5 2'-10'' A 14'-1'' E 25 25 26 28 6'-4'' C 20 20 22 24 22'-5'' E 30 30 30 9 7'-6'' A 23'-5'' D 31 31 31 31 13'-7'' C 26 26 26 28 30'-0'' D 33 33 33 33 9 2'-8'' A 13'-6'' E 26 26 26 28 6'-0'' C 20 20 22 24 22'-0'' E 30 30 30 30 9.5 7'-2'' A 22'-8'' D 31 31 31 31 13'-1'' C 26 26 26 27 30'-0'' D 34 34 34 34 9.5 2'-6'' A 13'-0'' E 26 26 26 27 5'-8'' C 20 20 22 24 21'-7'' E 31 31 31 31 10 27 30'-0'' 35 10 2'-5'' A 12'-7'' E 26 26 26 27 5'-5'' C 20 20 22 24 21'-3'' E 31 31 31 31 10.5 6'-5'' A 21'-4'' D 31 31 31 31 12'-1'' C 26 26 26 27 29'-10'' D 35 35 35 35 10.5 2'-3'' A 12'-2'' E 26 26 26 27 5'-1'' C 20 20 22 24 20'-11'' E 31 31 31 31 11 11.5 6'-2'' 5'-11'' 6'-9'' A A A 20'-9'' 20'-2'' 22'-0'' D D D 32 32 31 32 32 31 32 32 31 32 32 31 11'-7'' 11'-1'' 12'-7'' C C C 26 26 26 26 26 26 26 26 26 27 27 29'-6'' 29'-1'' D E D 36 36 35 36 36 35 36 36 35 36 36 11 11.5 2'-2'' 2'-1'' A A 11'-10'' 11'-5'' E E 26 26 26 26 26 26 27 27 4'-11'' 4'-8'' C C 20 20 20 20 22 23 24 24 20'-7'' 20'-3'' E H 32 32 32 32 32 32 32 32 12 5'-8'' A 19'-8'' D 32 32 32 32 10'-7'' C 26 26 26 26 28'-9'' E 36 36 36 36 13 5'-2'' A 18'-8'' D 32 32 32 32 9'-10'' C 26 26 26 26 28'-1'' E 37 37 37 37 14 15 4'-10'' 4'-6'' A A 17'-10'' 17'-1'' D D 33 33 33 33 33 33 33 33 9'-1'' 8'-6'' C C 26 26 26 26 26 26 26 26 27'-6'' 26'-10'' E E 38 38 38 38 38 38 38 38 6.5 3'-8'' A 16'-9'' D 28 28 29 31 8'-3'' C 22 23 26 27 24'-6'' E 32 32 32 33 A 29'-6'' C 31 31 33 35 20'-3'' C 27 28 31 33 30'-0'' C 31 31 32 34 7 3'-5'' A 15'-11'' D 28 28 29 31 7'-8'' C 22 22 25 27 23'-11'' E 32 32 32 32 34 7.5 90 MPH EXPOSURE C 30 90 MPH EXPOSURE C LIVE MAX POST LENGTH MIN FOOTER SPACING FOR SPACING POST ON SLAB (FT) 16 Ga 3"x8" Steel C Beam (Detail L18) Attached Single Freestanding or Span Structure Multispan Units 90 MPH EXPOSURE B 10 10 12 Ga 3"x8" Steel C Beam (Detail L18) Attached Single Freestanding or Span Structure Multispan Units 5 5.5 13'-7'' 12'-4'' A 28'-7'' C 31 31 33 C 27 27 30 32 30'-0'' D 32 32 32 5 4'-10'' A 19'-9'' D 27 27 31 32 10'-8'' C 22 24 27 29 26'-9'' E 30 30 31 33 5.5 6 4'-4'' 4'-0'' A A 18'-7'' 17'-7'' D D 27 27 27 27 30 30 32 32 9'-9'' 8'-11'' C C 22 22 23 23 26 26 28 28 25'-11'' 25'-2'' E E 30 31 30 31 31 31 33 33 35 19'-0'' 3'-2'' A 15'-3'' D 28 28 29 31 7'-2'' C 22 22 25 27 23'-5'' E 33 33 33 33 6 11'-4'' A 27'-9'' D 32 32 33 35 17'-11'' C 28 28 30 32 30'-0'' D 33 33 33 34 8 3'-0'' A 14'-7'' E 28 28 29 31 6'-9'' C 22 22 25 26 22'-11'' E 33 33 33 33 6.5 10'-5'' A 27'-0'' D 33 33 33 35 17'-0'' C 28 28 30 31 30'-0'' D 34 34 34 34 8.5 2'-10'' A 14'-1'' E 29 29 29 30 6'-4'' C 22 22 24 26 22'-5'' E 33 33 33 33 7 9'-8'' A 26'-4'' D 33 33 33 35 16'-2'' C 28 28 29 31 30'-0'' D 35 35 35 35 9 2'-8'' A 13'-6'' E 29 29 29 30 6'-0'' C 22 22 24 26 22'-0'' E 34 34 34 34 34 7.5 9'-1'' A 25'-9'' D 34 34 34 34 15'-5'' C 28 28 29 31 30'-0'' D 35 35 35 35 9.5 2'-6'' A 13'-0'' E 29 29 29 30 5'-8'' C 22 22 24 26 21'-7'' E 34 34 34 8 8'-6'' A 25'-1'' D 34 34 34 34 14'-9'' C 29 29 29 31 30'-0'' D 36 36 36 36 10 2'-5'' A 12'-7'' E 29 29 29 30 5'-5'' C 22 22 24 26 21'-3'' E 35 35 35 35 8.5 8'-0'' A 24'-2'' D 34 34 34 34 14'-1'' C 29 29 29 30 30'-0'' D 37 37 37 37 10.5 2'-3'' A 12'-2'' E 29 29 29 29 5'-1'' C 22 22 24 26 20'-11'' E 35 35 35 35 9 7'-6'' A 23'-5'' D 35 35 35 35 13'-7'' C 29 29 29 30 30'-0'' D 38 38 38 38 11 2'-2'' A 11'-10'' E 29 29 29 29 4'-11'' C 22 22 24 26 20'-7'' E 35 35 35 35 11.5 2'-1'' A 11'-5'' E 30 30 30 30 4'-8'' C 22 22 25 26 20'-3'' H 36 36 36 36 9.5 7'-2'' A 22'-8'' D 35 35 35 35 13'-1'' C 29 29 29 30 30'-0'' D 38 38 38 38 10 6'-9'' A 22'-0'' D 35 35 35 35 12'-7'' C 29 29 29 30 29'-6'' D 39 39 39 39 10.5 6'-5'' A 21'-4'' D 35 35 35 35 12'-1'' C 29 29 29 29 29'-0'' D 39 39 39 39 11 6'-2'' A 20'-9'' D 36 36 36 36 11'-7'' C 29 29 29 29 28'-7'' D 40 40 40 40 11.5 5'-11'' A 20'-2'' D 36 36 36 36 11'-1'' C 29 29 29 29 28'-2'' D 40 40 40 40 6 3'-0'' A 14'-9'' E 26 26 29 31 6'-9'' C 20 22 12 5'-8'' A 19'-8'' D 36 36 36 36 10'-7'' C 29 29 29 29 27'-9'' E 40 40 40 40 6.5 2'-9'' A 13'-11'' E 26 26 28 30 6'-3'' C 20 22 13 5'-2'' A 18'-8'' D 36 36 36 36 9'-10'' C 29 29 29 29 27'-0'' E 41 41 41 41 7 2'-7'' A 13'-3'' E 26 26 28 30 5'-10'' C 20 21 24 26 21'-9'' E 31 31 31 32 14 15 4'-10'' 4'-6'' A A 17'-10'' 17'-1'' D D 37 37 37 37 37 37 37 37 9'-1'' 8'-6'' C C 29 29 29 29 29 29 29 29 26'-4'' 25'-9'' E E 42 42 42 42 42 42 42 42 7.5 8 2'-5'' 2'-3'' A A 12'-8'' 12'-2'' E E 27 27 27 27 28 28 30 29 5'-5'' 5'-1'' C C 20 20 21 21 24 24 26 25 21'-3'' 20'-9'' E E 32 32 32 32 32 32 32 32 8.5 2'-1'' A 11'-8'' E 27 27 27 29 4'-10'' C 20 21 23 25 20'-4'' E 32 32 32 32 A 22'-7'' D 25 26 29 31 13'-0'' C 21 23 26 27 30'-0'' D 27 27 29 31 9 2'-0'' A 11'-2'' E 27 27 27 29 4'-6'' C 20 21 24 25 20'-0'' H 33 33 33 33 90 MPH EXPOSURE C 40 90 MPH EXPOSURE B 7'-1'' 5 3'-7'' A 16'-7'' D 25 26 29 31 8'-1'' C 20 23 26 27 24'-4'' E 29 29 31 33 5.5 3'-3'' A 15'-7'' D 26 26 29 31 7'-5'' C 20 22 25 27 23'-7'' E 29 29 30 32 25 27 22'-11'' E 30 30 30 32 24 26 22'-3'' E 31 31 31 32 20 5 LIVE 5.5 6'-5'' A 21'-4'' D 25 26 28 30 12'-1'' C 21 23 25 27 29'-9'' D 28 28 29 31 9.5 1'-11'' A 10'-9'' E 27 27 27 29 4'-3'' C 20 21 24 26 19'-8'' H 33 33 33 33 6 5'-11'' A 20'-3'' D 26 26 28 30 11'-1'' C 21 22 25 27 28'-11'' E 29 29 29 31 10 1'-9'' A 10'-5'' E 27 27 27 29 4'-1'' C 20 21 24 26 19'-4'' H 34 34 34 34 6.5 7 5'-5'' 5'-1'' A A 19'-3'' 18'-4'' D D 26 26 26 26 28 28 30 29 10'-3'' 9'-6'' C C 21 21 22 21 24 24 26 26 28'-2'' 27'-6'' E E 29 30 29 30 29 30 31 31 10.5 11 1'-8'' 1'-7'' A A 10'-0'' 9'-9'' E E 27 28 27 28 27 28 28 28 3'-11'' 3'-8'' C C 20 20 21 22 24 24 26 26 19'-0'' 18'-8'' H I 34 34 34 34 34 34 34 34 7.5 D 26 26 27 29 8'-11'' C 21 21 24 25 26'-10'' E 30 30 30 31 4'-9'' A 17'-7'' 8 4'-5'' A 16'-11'' D 27 27 27 29 8'-4'' C 21 21 24 25 26'-3'' E 31 31 31 31 5 3'-7'' A 16'-7'' D 23 24 27 29 8'-1'' C 18 21 23 25 8.5 4'-2'' A 16'-3'' D 27 27 27 29 7'-10'' C 21 21 23 25 25'-9'' E 31 31 31 31 90 MPH EXPOSURE B 5.5 3'-3'' A 15'-7'' D 23 24 27 28 7'-5'' C 18 20 23 25 9 3'-11'' A 15'-8'' D 27 27 27 28 7'-5'' C 21 21 23 25 25'-3'' E 32 32 32 32 6 3'-0'' A 14'-9'' E 23 24 26 28 6'-9'' C 18 20 23 24 24 40 9.5 3'-9'' A 15'-1'' D 27 27 27 28 7'-1'' C 21 21 23 24 24'-10'' E 32 32 32 32 6.5 2'-9'' A 13'-11'' E 23 23 26 28 6'-3'' C 18 20 22 10 3'-6'' A 14'-7'' D 27 27 27 28 6'-8'' C 21 21 23 24 24'-5'' E 32 32 32 32 7 2'-7'' A 13'-3'' E 23 23 26 27 5'-10'' C 18 19 22 24 10.5 3'-4'' A 14'-2'' D 27 27 27 28 6'-5'' C 21 21 22 24 24'-0'' E 33 33 33 33 7.5 2'-5'' A 12'-8'' E 24 24 26 27 5'-5'' C 18 19 22 23 C 18 19 22 23 3'-2'' A 13'-9'' D 28 28 28 28 6'-1'' C 21 21 22 24 23'-7'' E 33 33 33 33 8 2'-3'' A 12'-2'' E 24 24 25 27 5'-1'' 11.5 11 3'-1'' A 13'-4'' D 28 28 28 28 5'-10'' C 21 21 23 24 23'-3'' E 33 33 33 33 8.5 2'-1'' A 11'-8'' E 24 24 25 27 4'-10'' C 18 19 21 23 12 2'-11'' A 12'-11'' D 28 28 28 28 5'-7'' C 21 21 23 24 22'-11'' E 34 34 34 34 9 2'-0'' A 11'-2'' E 24 24 25 27 4'-6'' C 18 19 22 23 13 2'-8'' A 12'-3'' D 28 28 28 28 5'-2'' C 21 21 23 25 22'-2'' E 34 34 34 34 9.5 1'-11'' A 10'-9'' E 24 24 25 26 4'-3'' C 18 19 22 24 14 15 2'-6'' 2'-4'' A A 11'-8'' 11'-1'' D D 28 28 28 28 28 28 28 28 4'-10'' 4'-6'' C C 21 21 21 21 23 24 25 25 21'-5'' 20'-9'' E E 35 35 35 35 35 35 35 35 10 10.5 1'-9'' 1'-8'' A A 10'-5'' 10'-0'' E E 24 24 24 24 25 24 26 26 4'-1'' 3'-11'' C C 18 18 19 20 22 22 24 24 11 1'-7'' A 9'-9'' E 25 25 25 26 3'-8'' C 18 20 22 24 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 9 of 60 LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAS 12 Ga 3"x8" Steel C Beam (Detail L18) 16 Ga 3"x8" Steel C Beam (Detail L18) TABLE 2.5 Attached Single Freestanding or Attached Single Freestanding or Span Structure Multispan Units Span Structure Multispan Units TRIB MAX POST MAX SNOW WIDTH POST REQ'D POST LOAD (FT) SPACING FOR ON SLAB (FT) SLAB (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (PSF) 60 MIN SPACING POST FOOTER SIZE 8' 12' 15' MAX POST MAX POST LENGTH MIN FOOTER CONSTRAINED FOOTER SPACING POST SIZE 8' 12' 15' CONSTRAINED FOOTER MAX TABLE 2.5 GROUND (PSF) MAX POST LENGTH Double 12 Ga 3"x8" Steel C (Detail L8) Attached Single Freestanding or Span Structure Multispan Units POST MAX POST LENGTH MIN FOOTER SPACING POST SIZE 8' 12' 15' CONSTRAINED FOOTER GROUND TRIB MAX POST MAX SNOW WIDTH POST REQ'D POST LOAD (FT) 90 MPH EXPOSURE C 5 7'-1'' A 22'-7'' D 28 28 31 33 13'-0'' C 23 25 28 30 30'-0'' D 31 31 32 34 LIVE 5.5 6'-5'' A 21'-4'' D 28 28 31 33 12'-1'' C 24 25 28 29 29'-9'' D 32 32 32 34 SLAB (FT) TYPE SIZE "d" (in) 8' 12' 15' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) Double 12 Ga 3"x8" Steel C (Detail L8) Attached Single Freestanding or Span Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) TYPE SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) 5 2'-5'' A 12'-9'' E 21 23 26 27 5'-6'' C 16 19 22 24 21'-3'' E 24 24 27 29 5.5 2'-2'' A 11'-11'' E 21 22 25 27 5'-0'' C 16 19 22 23 20'-7'' E 25 25 27 29 6 5'-11'' A 20'-3'' D 29 29 31 33 11'-1'' C 24 24 27 29 28'-11'' E 32 32 32 34 6 2'-0'' A 11'-3'' E 21 22 25 27 4'-7'' C 16 19 21 23 20'-0'' H 26 26 27 29 6.5 5'-5'' A 19'-3'' D 29 29 30 32 10'-3'' C 24 24 27 29 28'-2'' E 33 33 33 34 6.5 1'-10'' A 10'-8'' E 21 22 25 26 4'-3'' C 16 18 21 23 19'-6'' H 26 26 27 29 7 5'-1'' A 18'-4'' D 29 29 30 32 9'-6'' C 24 24 26 28 27'-6'' E 34 34 34 34 7 1'-9'' A 10'-1'' E 21 22 24 26 3'-11'' C 16 18 21 23 19'-0'' H 26 26 27 28 7.5 4'-9'' A 17'-7'' D 30 30 30 32 8'-11'' C 24 24 26 28 26'-10'' E 34 34 34 34 7.5 1'-7'' A 9'-7'' E 22 22 24 26 3'-8'' C 16 18 21 23 18'-7'' I 27 27 27 28 8 4'-5'' A 16'-11'' D 30 30 30 31 8'-4'' C 24 24 26 27 26'-3'' E 35 35 35 35 8 1'-6'' A 9'-2'' E 22 22 24 26 3'-5'' C 16 19 21 23 18'-2'' I 27 27 27 28 8.5 4'-2'' A 16'-3'' D 30 30 30 31 7'-10'' C 24 24 25 27 25'-9'' E 35 35 35 35 8.5 1'-5'' A 8'-9'' E 22 22 24 25 3'-3'' C 16 19 21 23 17'-7'' I 27 27 27 28 9 3'-11'' A 15'-8'' D 30 30 30 31 7'-5'' C 24 24 25 27 25'-3'' E 35 35 35 35 9 1'-4'' A 8'-5'' E 22 22 24 25 3'-1'' C 16 19 22 23 17'-1'' I 28 28 28 28 9.5 3'-9'' A 15'-1'' D 30 30 30 31 7'-1'' C 24 24 25 27 24'-10'' E 36 36 36 36 9.5 1'-3'' A 7'-11'' E 22 22 23 25 2'-11'' C 16 19 22 24 16'-7'' I 28 28 28 28 10 3'-6'' A 14'-7'' D 31 31 31 31 6'-8'' C 24 24 25 26 24'-5'' E 36 36 36 36 10 1'-2'' A 7'-7'' E 22 22 23 25 2'-9'' C 16 19 22 24 16'-1'' I 28 28 28 28 10.5 3'-4'' A 14'-2'' D 31 31 31 31 6'-5'' C 24 24 24 26 24'-0'' E 37 37 37 37 10.5 1'-2'' A 7'-2'' E 22 22 23 25 2'-7'' C 16 20 22 24 15'-8'' I 28 28 28 28 11 3'-2'' A 13'-9'' D 31 31 31 31 6'-1'' C 24 24 24 26 23'-7'' E 37 37 37 37 11.5 3'-1'' A 13'-4'' D 31 31 31 31 5'-10'' C 24 24 25 26 23'-3'' E 37 37 37 37 5 2'-5'' A 12'-9'' E 23 25 28 30 5'-6'' C 18 21 24 26 21'-3'' E 28 28 30 32 12 2'-11'' A 12'-11'' D 31 31 31 31 5'-7'' C 24 24 25 27 22'-11'' E 38 38 38 38 90 MPH EXPOSURE C 5.5 2'-2'' A 11'-11'' E 23 25 27 29 5'-0'' C 18 21 23 25 20'-7'' E 28 28 30 31 13 2'-8'' A 12'-3'' D 32 32 32 32 5'-2'' C 24 24 25 27 22'-2'' E 38 38 38 38 6 2'-0'' A 11'-3'' E 24 24 27 29 4'-7'' C 18 20 23 25 20'-0'' H 29 29 29 31 6.5 1'-10'' A 10'-8'' E 24 24 27 29 4'-3'' C 18 20 23 25 19'-6'' H 29 29 29 31 A 22'-0'' D 25 26 29 30 12'-7'' C 21 23 25 27 28'-5'' E 27 27 29 31 7 1'-9'' A 10'-1'' E 24 24 27 28 3'-11'' C 18 20 23 25 19'-0'' H 30 30 30 31 31 60 90 MPH EXPOSURE B 5 5'-9'' 5.5 5'-2'' A 20'-9'' D 25 25 28 30 11'-7'' C 21 22 25 27 27'-7'' E 28 28 29 31 7.5 1'-7'' A 9'-7'' E 24 24 26 28 3'-8'' C 18 20 23 25 18'-7'' I 30 30 30 6 4'-9'' A 19'-8'' D 25 25 28 30 10'-7'' C 21 22 25 26 26'-9'' E 28 28 29 31 8 1'-6'' A 9'-2'' E 24 24 26 28 3'-5'' C 18 20 23 25 18'-2'' I 31 31 31 31 6.5 7 4'-5'' 4'-1'' A A 18'-8'' 17'-10'' D D 26 26 26 26 28 27 29 29 9'-10'' 9'-1'' C C 21 21 22 21 24 24 26 26 26'-1'' 25'-5'' E E 29 29 29 29 29 29 30 30 8.5 9 1'-5'' 1'-4'' A A 8'-9'' 8'-5'' E E 25 25 25 25 26 26 28 27 3'-3'' 3'-1'' C C 18 18 21 21 23 24 25 25 17'-7'' 17'-1'' I I 31 31 31 31 31 31 31 31 7.5 3'-10'' A 17'-1'' D 26 26 27 29 8'-6'' C 21 21 24 25 24'-10'' E 30 30 30 30 8 8.5 3'-7'' 3'-4'' A A 16'-5'' 15'-9'' D D 26 26 26 26 27 27 29 28 8'-0'' 7'-6'' C C 21 21 21 21 23 23 25 25 24'-4'' 23'-10'' E E 30 30 30 30 30 30 30 30 OVERHANG TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 9 3'-2'' A 15'-2'' D 27 27 27 28 7'-1'' C 21 21 23 25 23'-5'' E 31 31 31 31 (FT) 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 9.5 3'-0'' A 14'-8'' E 27 27 27 28 6'-9'' C 21 21 23 24 23'-0'' E 31 31 31 31 0' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 10 2'-10'' A 14'-2'' E 27 27 27 28 6'-5'' C 21 21 22 24 22'-7'' E 31 31 31 31 1' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 10.5 2'-8'' A 13'-9'' E 27 27 27 28 6'-1'' C 21 21 22 24 22'-3'' E 32 32 32 32 2' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 11 11.5 2'-7'' 2'-6'' A A 13'-3'' 12'-11'' E E 27 27 27 27 27 27 27 27 5'-10'' 5'-7'' C C 21 21 21 21 22 23 24 24 21'-10'' 21'-7'' E E 32 32 32 32 32 32 32 32 3' 4' 5.5' 6' 6' 6.5' 6.5' 7' 7' 7.5' 7.5' 8' 8' 8.5' 8.5' 9' 9' 9.5' 9.5' 10' 10' 10.5' 10.5' 11' 11' 11.5' 11.5' 12' 12' 12.5' 12.5' 13' 5' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' 13.5' 90 MPH EXPOSURE C 25 MAX POST LENGTH MIN FOOTER SPACING FOR SPACING POST ON SLAB (FT) 16 Ga 3"x8" Steel C Beam (Detail L18) Attached Single Freestanding or Span Structure Multispan Units 90 MPH EXPOSURE B 20 25 12 Ga 3"x8" Steel C Beam (Detail L18) Attached Single Freestanding or Span Structure Multispan Units 5 5'-9'' A 22'-0'' D 28 28 31 33 12'-7'' C 23 25 28 30 28'-5'' E 30 30 32 34 5.5 5'-2'' A 20'-9'' D 28 28 31 33 11'-7'' C 23 24 27 29 27'-7'' E 31 31 31 33 6 4'-9'' A 19'-8'' D 29 29 30 32 10'-7'' C 23 24 27 29 26'-9'' E 32 32 32 33 6.5 7 4'-5'' 4'-1'' A A 18'-8'' 17'-10'' D D 29 29 29 29 30 30 32 32 9'-10'' 9'-1'' C C 23 23 24 23 26 26 28 28 26'-1'' 25'-5'' E E 32 33 32 33 32 33 33 33 7.5 3'-10'' A 17'-1'' D 29 29 30 32 8'-6'' C 23 23 26 28 24'-10'' E 33 33 33 33 8 3'-7'' A 16'-5'' D 30 30 30 31 8'-0'' C 23 23 25 27 24'-4'' E 34 34 34 34 8.5 3'-4'' A 15'-9'' D 30 30 30 31 7'-6'' C 23 23 25 27 23'-10'' E 34 34 34 34 9 3'-2'' A 15'-2'' D 30 30 30 31 7'-1'' C 23 23 25 27 23'-5'' E 35 35 35 35 9.5 3'-0'' A 14'-8'' E 30 30 30 31 6'-9'' C 23 23 25 26 23'-0'' E 35 35 35 35 10 2'-10'' A 14'-2'' E 30 30 30 30 6'-5'' C 23 23 24 26 22'-7'' E 35 35 35 35 10.5 11 2'-8'' 2'-7'' A A 13'-9'' 13'-3'' E E 30 31 30 31 30 31 30 31 6'-1'' 5'-10'' C C 23 23 23 23 24 24 26 26 22'-3'' 21'-10'' E E 36 36 36 36 36 36 36 36 11.5 2'-6'' A 12'-11'' E 31 31 31 31 5'-7'' C 23 23 25 26 21'-7'' E 37 37 37 37 12 2'-4'' A 12'-6'' E 31 31 31 31 5'-4'' C 23 23 25 27 21'-3'' E 37 37 37 37 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20 PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.5 ICC ESR 1398 (2009 IBC) 10/11/2011 TABLE 2.3 Post Requirements for Attached Single Span Structures Post Description Max POST Hgt 0.042"x3"x8" Aluminum Post 11' B 0.024"Post with Sideplates 12' B Clover 0.030"x3"x3" Alum 11' B Clover 0.040"x3"x3" Alum 12' B Colonial 0.062" Extruded 12' C 0.041"x3"x3" Steel Clover 12' D 0.041"x3"x3" Steel Clover 8' E 3/16"x3"x3" Steel Square 15' H 1/4""x3"x3" Steel Square 15' I 3/16"x4"x4" Steel Square 15' J Detail L1 L24 L11 L11 AE L11 L11 L21 L21 L21 TABLE 2.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Max POST Footing Height Code 0.041"x3"x3" Steel Clover d= 20'' 9' B 0.041"x3"x3" Steel Clover d= 21'' 8' B 3/16"x3"x3" Steel Square d= 28'' 12' C 3/16"x3"x3" Steel Square d= 28'' 8' D 1/4""x3"x3" Steel Square d= 28'' 12' D 3/16"x4"x4" Steel Square d= 28'' 12' E 1/2"x4"x4" Steel Square d= 37'' 12' D 1/2"x4"x4" Steel Square d= 31'' 15' D 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 2.5 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4 5208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS (L1-L29). DETAILS MAY REQUIRE POST TO UPGRADED. Carl Putnam, P. E. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET M5 FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.5 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 10 of 60 Detail # L11 L11 L21 L21 L21 L21 L21 L21 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS 0.042"x3"x8" Box Beam (Detail L1) Double 0.042"x3"x8" (Detail L12) TABLE 3.1 Attached Single Freestanding or Attached Single Freestanding or Span Structure Multispan Units Span Structure Multispan Units GROUND TRIB MAX POST MAX SNOW WIDTH POST REQ'D POST LOAD (FT) SPACING FOR ON SLAB (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) Double 0.040"x2"x6.625" (Detail L12) Attached Single Freestanding or Span Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 3.1 TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) GROUND TRIB MAX POST MAX SNOW WIDTH POST REQ'D POST LOAD (FT) (PSF) 110 MPH EXPOSURE B 10 3 22'-8'' A 13'-6'' A 20 25 27 29 19'-9'' A 23 28 29 31 17'-8'' A 22 26 28 29 3.5 19'-5'' A 12'-4'' A 21 25 27 28 18'-2'' A 24 27 29 30 16'-4'' A 23 25 27 29 25 ON SLAB SLAB (FT) MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) Double 0.040"x2"x6.625" (Detail L12) Attached Single Freestanding or Span Structure Multispan Units TYPE SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) 3 9'-7'' A 8'-9'' A 18 23 25 26 14'-5'' C 21 26 27 29 13'-0'' C 20 24 26 27 3.5 8'-2'' A 7'-11'' A 18 23 24 26 13'-3'' C 21 25 27 28 11'-11'' C 21 24 25 27 4 17'-0'' A 11'-4'' A 21 25 26 28 17'-0'' A 24 27 28 30 15'-3'' A 23 25 27 28 4 7'-2'' A 7'-3'' B 18 22 24 25 12'-3'' C 22 25 27 28 11'-1'' C 21 23 25 26 4.5 15'-1'' A 10'-7'' A 22 24 26 27 15'-11'' B 25 26 28 30 14'-4'' A 24 25 26 28 4.5 6'-4'' A 6'-8'' B 18 22 24 25 11'-5'' C 22 25 26 28 10'-5'' C 21 23 25 26 5 13'-7'' A 9'-11'' A 22 24 25 27 15'-0'' B 25 26 28 29 13'-6'' A 24 24 26 27 5 5'-9'' A 6'-2'' B 19 22 23 25 10'-9'' C 22 24 26 27 9'-9'' C 22 23 24 26 5.5 12'-4'' A 9'-4'' A 22 24 25 27 14'-3'' B 25 26 27 29 12'-10'' B 25 25 26 27 5.5 5'-2'' A 5'-9'' B 19 21 23 24 10'-1'' C 23 24 26 27 9'-3'' C 22 23 24 26 6 11'-4'' A 8'-9'' A 22 23 25 26 13'-7'' B 26 26 27 29 12'-3'' B 25 25 26 27 6 4'-9'' A 5'-5'' B 19 21 23 24 9'-7'' C 23 24 25 27 8'-9'' C 22 22 24 25 6.5 10'-5'' A 8'-4'' A 23 23 25 26 13'-0'' B 26 26 27 28 11'-9'' B 25 25 25 27 6.5 4'-5'' A 5'-1'' B 19 21 22 24 9'-1'' C 23 23 25 26 8'-4'' C 23 23 24 25 7 9'-8'' A 7'-11'' A 23 23 24 26 12'-5'' B 26 26 27 28 11'-3'' B 25 25 25 27 7 4'-1'' A 4'-9'' B 19 21 22 24 8'-8'' C 23 23 25 26 8'-0'' C 23 23 24 25 7.5 9'-1'' A 7'-7'' A 23 23 24 26 11'-11'' B 27 27 27 28 10'-10'' B 26 26 26 26 7.5 3'-10'' A 4'-6'' B 19 21 22 23 8'-3'' C 24 24 25 26 7'-8'' C 23 23 23 25 8 8'-6'' A 7'-3'' A 23 23 24 25 11'-6'' C 27 27 27 28 10'-5'' B 26 26 26 26 8 3'-7'' A 4'-3'' B 19 21 22 24 7'-11'' C 24 24 24 26 7'-4'' C 23 23 23 25 8.5 8'-0'' A 6'-11'' A 23 23 24 25 11'-1'' C 27 27 27 27 10'-1'' B 26 26 26 26 8.5 3'-4'' A 4'-0'' B 19 21 22 24 7'-7'' C 24 24 24 26 7'-1'' C 23 23 23 24 9 7'-6'' A 6'-8'' A 23 23 24 25 10'-8'' C 27 27 27 27 9'-9'' B 26 26 26 26 9 3'-2'' A 3'-9'' B 19 21 23 24 7'-4'' C 24 24 24 25 6'-10'' C 23 23 23 24 9.5 7'-2'' A 6'-5'' A 23 23 23 25 10'-4'' C 27 27 27 27 9'-5'' B 27 27 27 27 9.5 3'-0'' A 3'-7'' B 19 21 23 24 7'-1'' C 24 24 24 25 6'-7'' C 24 24 24 24 10 6'-9'' A 6'-2'' A 24 24 24 25 10'-0'' C 28 28 28 28 9'-2'' C 27 27 27 27 11 6'-2'' A 5'-9'' A 24 24 24 25 9'-5'' C 28 28 28 28 8'-8'' C 27 27 27 27 12 13 5'-8'' 5'-2'' A A 5'-5'' 5'-1'' A A 24 24 24 24 24 24 25 26 8'-11'' 8'-6'' C C 28 29 28 29 28 29 28 29 8'-2'' 7'-10'' C C 27 28 27 28 27 28 27 28 A 12'-7'' A 21 26 28 29 18'-5'' A 24 28 30 32 16'-6'' A 23 26 28 30 29 16'-11'' 110 MPH EXPOSURE C 25 100 MPH EXPOSURE C LIVE SPACING FOR Double 0.042"x3"x8" (Detail L12) Attached Single Freestanding or Span Structure Multispan Units 110 MPH EXPOSURE B LIVE 10 0.042"x3"x8" Box Beam (Detail L1) Attached Single Freestanding or Span Structure Multispan Units 3 3.5 22'-8'' 19'-5'' A 11'-6'' A 21 26 27 A 24 28 30 31 15'-2'' A 24 26 28 29 3 9'-7'' A 8'-9'' A 20 25 27 29 14'-5'' C 23 28 30 31 13'-0'' C 23 26 28 30 3.5 4 8'-2'' 7'-2'' A A 7'-11'' 7'-3'' A B 20 21 25 24 27 26 28 28 13'-3'' 12'-3'' C C 24 24 28 27 29 29 31 30 11'-11'' 11'-1'' C C 23 24 26 26 28 27 29 29 4.5 6'-4'' A 6'-8'' B 21 24 26 27 11'-5'' C 25 27 29 30 10'-5'' C 24 25 27 28 5 5'-9'' A 6'-2'' B 21 24 25 27 10'-9'' C 25 26 28 30 9'-9'' C 24 25 27 28 26 10'-1'' 5.5 5'-2'' A 5'-9'' B 21 23 25 C 25 26 28 29 9'-3'' C 25 25 26 28 4 17'-0'' A 10'-7'' A 22 25 27 28 15'-9'' A 25 27 29 31 14'-2'' A 24 26 27 29 6 4'-9'' A 5'-5'' B 21 23 25 26 9'-7'' C 26 26 28 29 8'-9'' C 25 25 26 28 4.5 15'-1'' A 9'-10'' A 22 25 26 28 14'-9'' A 25 27 29 30 13'-4'' A 24 25 27 28 6.5 4'-5'' A 5'-1'' B 21 23 24 26 9'-1'' C 26 26 27 29 8'-4'' C 25 25 26 27 5 13'-7'' A 9'-2'' A 22 24 26 27 13'-11'' B 26 27 28 30 12'-7'' A 25 25 27 28 7 4'-1'' A 4'-9'' B 22 23 24 26 8'-8'' C 26 26 27 28 8'-0'' C 26 26 26 27 5.5 12'-4'' A 8'-8'' A 23 24 26 27 13'-3'' B 26 26 28 29 11'-11'' A 25 25 26 28 7.5 3'-10'' A 4'-6'' B 22 22 24 25 8'-3'' C 26 26 27 28 7'-8'' C 26 26 26 27 6 11'-4'' A 8'-2'' A 23 24 25 27 12'-7'' B 26 26 28 29 11'-4'' B 26 26 26 28 8 3'-7'' A 4'-3'' B 22 23 24 26 7'-11'' C 27 27 27 28 7'-4'' C 26 26 26 27 6.5 10'-5'' A 7'-9'' A 23 24 25 27 12'-0'' B 27 27 27 29 10'-10'' B 26 26 26 27 8.5 3'-4'' A 4'-0'' B 22 23 24 26 7'-7'' C 27 27 27 28 7'-1'' C 26 26 26 27 9 3'-2'' A 3'-9'' B 22 23 25 26 7'-4'' C 27 27 27 28 6'-10'' C 26 26 26 26 9.5 3'-0'' A 3'-7'' B 22 23 25 26 7'-1'' C 27 27 27 27 6'-7'' C 27 27 27 27 29 7 9'-8'' A 7'-4'' A 23 23 25 26 11'-6'' B 27 27 27 29 10'-5'' B 26 26 26 27 7.5 9'-1'' A 7'-0'' A 23 23 25 26 11'-0'' B 27 27 27 28 10'-0'' B 26 26 26 27 8 8'-6'' A 6'-8'' A 24 24 24 26 10'-7'' B 27 27 27 28 9'-8'' B 27 27 27 27 8.5 8'-0'' A 6'-5'' A 24 24 24 26 10'-2'' B 28 28 28 28 9'-4'' B 27 27 27 27 9 7'-6'' A 6'-2'' A 24 24 24 26 9'-10'' B 28 28 28 28 9'-0'' B 27 27 27 9.5 7'-2'' A 5'-11'' A 24 24 24 25 9'-6'' B 28 28 28 28 8'-9'' B 27 27 10 6'-9'' A 5'-8'' A 24 24 24 25 9'-2'' C 28 28 28 28 8'-5'' B 27 11 6'-2'' A 5'-3'' A 24 24 24 26 8'-8'' C 29 29 29 29 8'-0'' B 28 12 13 5'-8'' 5'-2'' A A 4'-11'' 4'-7'' A A 24 25 24 25 25 25 26 27 8'-2'' 7'-9'' C C 29 29 29 29 29 29 29 29 7'-7'' 7'-2'' B C 110 MPH EXPOSURE C 30 3 8'-0'' A 7'-10'' A 19 25 26 28 13'-1'' C 23 28 29 31 11'-10'' C 22 26 28 27 3.5 6'-10'' A 7'-0'' B 19 24 26 27 12'-0'' C 23 27 29 30 10'-10'' C 22 25 27 29 27 27 4 6'-0'' A 6'-5'' B 20 24 25 27 11'-1'' C 24 27 28 30 10'-1'' C 23 25 27 28 27 27 27 4.5 5'-4'' A 5'-10'' B 20 23 25 27 10'-3'' C 24 26 28 29 9'-5'' C 23 25 26 28 28 28 28 5 4'-10'' A 5'-5'' B 20 23 25 26 9'-8'' C 24 26 28 29 8'-10'' C 24 24 26 28 28 28 28 28 28 28 28 28 5.5 6 4'-4'' 4'-0'' A A 5'-0'' 4'-9'' B B 20 20 23 23 24 24 26 26 9'-1'' 8'-7'' C C 25 25 25 25 27 27 29 28 8'-4'' 7'-11'' C C 24 24 24 24 26 26 27 27 6.5 3'-8'' A 4'-4'' B 20 22 24 25 8'-1'' C 25 25 27 28 7'-6'' C 24 24 25 27 10 105 MPH EXPOSURE C 3 22'-8'' A 11'-11'' A 21 26 28 30 17'-6'' A 24 29 30 32 15'-9'' A 23 27 29 30 7 3'-5'' A 4'-0'' B 20 22 24 25 7'-9'' C 25 25 26 28 7'-2'' C 25 25 25 27 LIVE 3.5 19'-5'' A 10'-10'' A 22 26 28 29 16'-2'' A 25 28 30 31 14'-6'' A 24 26 28 30 7.5 3'-2'' A 3'-9'' B 20 22 24 25 7'-4'' C 25 25 26 28 6'-10'' C 25 25 25 26 4 17'-0'' A 10'-0'' A 22 25 27 29 15'-0'' A 25 28 29 31 13'-6'' A 24 26 28 29 8 3'-0'' A 3'-6'' B 20 23 24 26 7'-0'' C 26 26 26 27 6'-7'' C 25 25 25 26 4.5 5 15'-1'' 13'-7'' A A 9'-3'' 8'-8'' A A 22 23 25 25 27 26 28 28 14'-1'' 13'-3'' A A 26 26 27 27 29 29 31 30 12'-8'' 11'-11'' A A 25 25 26 25 27 27 29 29 8.5 9 2'-10'' 2'-8'' A A 3'-4'' 3'-2'' B B 20 20 23 23 24 25 26 26 6'-9'' 6'-6'' D D 26 26 26 26 26 26 27 27 6'-4'' 6'-1'' C C 25 25 25 25 25 25 26 26 5.5 12'-4'' A 8'-2'' A 23 24 26 28 12'-6'' B 27 27 28 30 11'-4'' A 26 26 27 28 6 11'-4'' A 7'-8'' A 23 24 26 27 11'-11'' B 27 27 28 30 10'-10'' A 26 26 26 28 3 8'-0'' 7'-10'' A 17 23 24 26 13'-1'' C 20 25 27 28 6.5 10'-5'' A 7'-3'' A 23 24 25 27 11'-4'' B 27 27 28 29 10'-4'' A 26 26 26 28 3.5 6'-10'' A 7'-0'' B 17 22 24 25 12'-0'' C 21 25 26 28 7 9'-8'' A 6'-11'' A 24 24 25 27 10'-10'' B 27 27 28 29 9'-11'' B 27 27 27 28 4 6'-0'' A 6'-5'' B 18 22 23 25 11'-1'' C 21 24 26 27 7.5 9'-1'' A 6'-7'' A 24 24 25 26 10'-5'' B 28 28 28 29 9'-6'' B 27 27 27 27 4.5 5'-4'' A 5'-10'' B 18 22 23 24 10'-3'' C 21 24 26 27 8 8'-6'' A 6'-3'' A 24 24 25 26 10'-0'' B 28 28 28 29 9'-2'' B 27 27 27 27 5 4'-10'' A 5'-5'' B 18 21 23 24 9'-8'' C 22 24 25 27 8.5 8'-0'' A 6'-0'' A 24 24 25 26 9'-8'' B 28 28 28 28 8'-10'' B 27 27 27 27 5.5 4'-4'' A 5'-0'' B 18 21 22 24 9'-1'' C 22 23 25 26 9 7'-6'' A 5'-9'' A 24 24 24 26 9'-3'' B 28 28 28 28 8'-6'' B 27 27 27 27 6 4'-0'' A 4'-9'' B 18 21 22 24 8'-7'' C 22 23 25 26 110 MPH EXPOSURE B 30 A 9.5 7'-2'' A 5'-6'' A 24 24 24 26 9'-0'' B 28 28 28 28 8'-3'' B 28 28 28 28 6.5 3'-8'' A 4'-4'' B 18 20 22 23 8'-1'' C 22 23 24 26 10 6'-9'' A 5'-3'' A 24 24 25 26 8'-8'' B 29 29 29 29 8'-0'' B 28 28 28 28 7 3'-5'' A 4'-0'' B 18 20 22 23 7'-9'' C 22 23 24 26 11 6'-2'' A 4'-11'' A 24 24 25 26 8'-2'' B 29 29 29 29 7'-6'' B 28 28 28 28 7.5 3'-2'' A 3'-9'' B 18 20 22 23 7'-4'' C 23 23 24 25 12 13 5'-8'' 5'-2'' A A 4'-7'' 4'-3'' A A 25 25 25 25 25 26 27 27 7'-8'' 7'-3'' C C 29 29 29 29 29 29 29 29 7'-1'' 6'-9'' B B 29 29 29 29 29 29 29 29 8 8.5 3'-0'' 2'-10'' A A 3'-6'' 3'-4'' B B 18 18 21 21 22 22 24 24 7'-0'' 6'-9'' C D 23 23 23 23 24 24 25 25 9 2'-8'' A 3'-2'' B 18 21 23 24 6'-6'' D 23 23 23 25 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 11 of 60 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS 0.042"x3"x8" Box Beam (Detail L1) Double 0.042"x3"x8" (Detail L12) TABLE 3.1 Attached Single Freestanding or Attached Single Freestanding or Span Structure Multispan Units Span Structure Multispan Units GROUND TRIB MAX POST MAX SNOW WIDTH POST REQ'D POST LOAD (FT) SPACING FOR ON SLAB (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) Double 0.040"x2"x6.625" (Detail L12) Attached Single Freestanding or Span Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 3.1 TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) 0.042"x3"x8" Box Beam (Detail L1) Attached Single Freestanding or Span Structure Multispan Units GROUND TRIB MAX POST MAX SNOW WIDTH POST REQ'D POST LOAD (FT) (PSF) 110 MPH EXPOSURE C SPACING FOR ON SLAB SLAB (FT) MAX POST LENGTH MIN SPACING POST (FT) Double 0.042"x3"x8" (Detail L12) Attached Single Freestanding or Span Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) Double 0.040"x2"x6.625" (Detail L12) Attached Single Freestanding or Span Structure Multispan Units TYPE SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN FOOTER CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) 110 MPH EXPOSURE C 10 3 22'-8'' A 11'-4'' A 22 27 28 30 16'-9'' A 25 29 31 32 15'-0'' A 24 27 29 31 LIVE 3.5 19'-5'' A 10'-4'' A 22 26 28 29 15'-5'' A 25 29 30 32 13'-10'' A 24 27 29 30 40 3 6'-1'' A 6'-5'' B 18 24 25 27 11'-1'' C 21 27 28 30 10'-1'' C 21 25 27 28 3.5 5'-2'' A 5'-9'' B 18 23 25 26 10'-1'' C 22 26 28 29 9'-3'' C 21 25 26 28 4 17'-0'' A 9'-6'' A 22 26 27 29 14'-4'' A 26 28 30 31 12'-11'' A 25 26 28 30 4 4'-6'' A 5'-2'' B 18 23 25 26 9'-4'' C 22 26 27 29 8'-6'' C 22 24 26 27 4.5 15'-1'' A 8'-9'' A 23 25 27 29 13'-5'' A 26 28 29 31 12'-1'' A 25 26 28 29 4.5 4'-0'' A 4'-9'' B 19 23 24 26 8'-7'' C 23 25 27 28 7'-11'' C 22 24 26 27 5 13'-7'' A 8'-2'' A 23 25 27 28 12'-7'' A 27 27 29 31 11'-5'' A 26 26 27 29 5 3'-7'' A 4'-3'' B 19 22 24 25 8'-0'' C 23 25 27 28 7'-5'' C 22 24 25 27 5.5 12'-4'' A 7'-8'' A 23 25 26 28 11'-11'' A 27 27 29 30 10'-10'' A 26 26 27 29 5.5 3'-3'' A 3'-11'' B 19 22 23 25 7'-6'' C 23 25 26 28 7'-0'' C 23 23 25 27 6 11'-4'' A 7'-3'' A 23 24 26 28 11'-4'' A 27 27 28 30 10'-3'' A 26 26 27 28 6 3'-0'' A 3'-7'' B 19 21 23 25 7'-1'' C 23 24 26 27 6'-7'' C 23 23 25 26 6.5 10'-5'' A 6'-10'' A 24 24 26 27 10'-9'' B 28 28 28 30 9'-10'' A 27 27 27 28 6.5 2'-9'' A 3'-3'' B 19 22 23 25 6'-8'' D 23 24 26 27 6'-3'' C 23 23 25 26 7 9'-8'' A 6'-6'' A 24 24 26 27 10'-4'' B 28 28 28 29 9'-5'' A 27 27 27 28 7 2'-7'' A 3'-1'' B 19 22 24 25 6'-4'' D 24 24 25 27 5'-11'' C 23 23 24 26 7.5 9'-1'' A 6'-2'' A 24 24 25 27 9'-10'' B 28 28 28 29 9'-0'' A 27 27 27 28 7.5 2'-5'' A 2'-10'' B 19 22 24 25 6'-0'' D 24 24 25 27 5'-8'' C 23 23 24 26 8 8.5 8'-6'' 8'-0'' A A 5'-10'' 5'-7'' A A 24 24 24 24 25 25 27 26 9'-6'' 9'-1'' B B 28 28 28 28 28 28 29 29 8'-8'' 8'-4'' B B 27 28 27 28 27 28 28 28 8 8.5 2'-3'' 2'-1'' A A 2'-8'' 2'-6'' B B 19 19 23 23 24 24 26 26 5'-9'' 5'-6'' D D 24 24 24 24 25 25 26 26 5'-5'' 5'-2'' D D 23 24 23 24 24 24 26 26 9 7'-6'' A 5'-4'' A 24 24 25 26 8'-9'' B 29 29 29 29 8'-1'' B 28 28 28 28 9.5 7'-2'' A 5'-2'' A 24 24 25 26 8'-6'' B 29 29 29 29 7'-10'' B 28 28 28 28 10 11 6'-9'' 6'-2'' A A 4'-11'' 4'-7'' A A 25 25 25 25 25 26 27 27 8'-2'' 7'-8'' B B 29 29 29 29 29 29 29 29 7'-7'' 7'-1'' B B 28 29 28 29 28 29 28 29 110 MPH EXPOSURE C 60 110 MPH EXPOSURE B 3 4'-1'' A 4'-9'' B 16 23 24 26 8'-8'' C 20 25 27 28 8'-0'' C 19 24 26 27 3.5 4 3'-6'' 3'-0'' A A 4'-1'' 3'-7'' B B 16 16 22 22 24 23 25 25 7'-10'' 7'-2'' C C 20 20 25 24 26 26 28 27 7'-3'' 6'-8'' C C 20 20 24 23 25 25 27 26 4.5 2'-8'' A 3'-2'' B 16 21 23 24 6'-7'' D 21 24 26 27 6'-2'' C 20 23 24 26 20 3 11'-10'' A 9'-1'' A 18 23 25 26 14'-10'' B 21 26 28 29 13'-4'' B 20 24 26 27 5 2'-5'' A 2'-11'' B 16 21 22 24 6'-1'' D 21 24 25 27 5'-9'' C 20 23 24 26 LIVE 3.5 10'-2'' A 8'-2'' A 18 23 24 26 13'-7'' B 22 26 27 29 12'-3'' B 21 24 26 27 5.5 2'-2'' A 2'-7'' B 16 21 23 24 5'-8'' D 21 23 25 26 5'-4'' D 21 22 24 25 4 8'-11'' A 7'-6'' A 18 23 24 25 12'-7'' C 22 25 27 28 11'-5'' B 21 24 25 27 6 2'-0'' A 2'-5'' B 16 21 23 25 5'-3'' D 21 23 25 26 5'-0'' D 21 22 24 25 4.5 5 7'-11'' 7'-1'' A A 6'-11'' 6'-5'' A A 19 19 22 22 24 23 25 25 11'-9'' 11'-0'' C C 22 23 25 24 26 26 28 27 10'-8'' 10'-0'' B C 22 22 23 23 25 25 26 26 6.5 7 1'-10'' 1'-9'' A A 2'-2'' 2'-1'' B B 16 16 22 22 23 24 25 25 4'-11'' 4'-8'' D D 21 21 23 22 24 24 26 26 4'-9'' 4'-6'' D D 21 21 22 22 23 24 25 25 5.5 6'-5'' A 5'-11'' A 19 22 23 24 10'-5'' C 23 24 26 27 9'-6'' C 22 23 24 26 6 6.5 5'-11'' 5'-5'' A A 5'-7'' 5'-3'' A A 19 19 21 21 23 23 24 24 9'-10'' 9'-5'' C C 23 23 24 24 25 25 27 27 9'-0'' 8'-7'' C C 23 23 23 23 24 24 25 25 OVERHANG 7 5'-1'' A 5'-0'' A 19 21 22 24 8'-11'' C 24 24 25 26 8'-3'' C 23 23 24 25 (FT) 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 7.5 4'-9'' A 4'-8'' A 20 21 22 24 8'-7'' C 24 24 25 26 7'-10'' C 23 23 23 25 0' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 8 4'-5'' A 4'-5'' A 20 21 22 24 8'-2'' C 24 24 25 26 7'-7'' C 23 23 23 25 1' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 8.5 4'-2'' A 4'-2'' A 20 21 22 24 7'-10'' C 24 24 24 26 7'-3'' C 24 24 24 25 2' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 9 9.5 3'-11'' 3'-9'' A A 3'-11'' 3'-9'' A A 20 20 21 21 23 23 24 24 7'-7'' 7'-3'' C C 24 24 24 24 24 24 26 25 7'-0'' 6'-9'' C C 24 24 24 24 24 24 24 24 3' 4' 5.5' 6' 6' 6.5' 6.5' 7' 7' 7.5' 7.5' 8' 8' 8.5' 8.5' 9' 9' 9.5' 9.5' 10' 10' 10.5' 10.5' 11' 11' 11.5' 11.5' 12' 12' 12.5' 12.5' 13' 5' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' 13.5' 110 MPH EXPOSURE C 20 3 11'-10'' A 9'-1'' A 20 25 27 29 14'-10'' B 24 28 30 32 13'-4'' B 23 27 28 30 LIVE 3.5 10'-2'' A 8'-2'' A 20 25 27 28 13'-7'' B 24 28 30 31 12'-3'' B 23 26 28 29 4 8'-11'' A 7'-6'' A 21 25 26 28 12'-7'' C 25 27 29 31 11'-5'' B 24 26 27 29 4.5 5 7'-11'' 7'-1'' A A 6'-11'' 6'-5'' A A 21 21 24 24 26 25 27 27 11'-9'' 11'-0'' C C 25 25 27 27 29 28 30 30 10'-8'' 10'-0'' B C 24 25 25 25 27 27 29 28 5.5 6'-5'' A 5'-11'' A 21 23 25 27 10'-5'' C 26 26 28 29 9'-6'' C 25 25 26 28 6 5'-11'' A 5'-7'' A 22 23 25 26 9'-10'' C 26 26 28 29 9'-0'' C 25 25 26 28 6.5 5'-5'' A 5'-3'' A 22 23 25 C 26 26 27 29 8'-7'' C 26 26 26 27 1. 2. 3. 4. 5. 6. 7. TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 26 9'-5'' 7 5'-1'' A 5'-0'' A 22 23 24 26 8'-11'' C 27 27 27 29 8'-3'' C 26 26 26 27 7.5 4'-9'' A 4'-8'' A 22 23 24 26 8'-7'' C 27 27 27 28 7'-10'' C 26 26 26 27 8 4'-5'' A 4'-5'' A 22 23 24 26 8'-2'' C 27 27 27 28 7'-7'' C 26 26 26 27 8.5 9 4'-2'' 3'-11'' A A 4'-2'' 3'-11'' A A 22 22 23 23 24 25 26 26 7'-10'' 7'-7'' C C 27 27 27 27 27 27 28 28 7'-3'' 7'-0'' C C 26 27 26 27 26 27 27 27 9.5 3'-9'' A 3'-9'' A 22 23 25 26 7'-3'' C 27 27 27 28 6'-9'' C 27 27 27 27 10 3'-6'' A 3'-6'' A 22 23 25 27 7'-0'' C 28 28 28 28 6'-7'' C 27 27 27 27 GENERAL INSTRUCTIONS FOR THESE TABLES CHOOSE FREESTANDING OR ATTACHED STRUCTURE CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2 CHOOSE A HEADER FROM TABLE 3.1 THAT HAS ADEQUATE POST SPACING. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.1 ICC ESR 1398 (2009 IBC) 10/11/2011 TABLE 3.3 Post Requirements for Attached Single Span Structures Post Description Max POST Hgt Code 0.042"x3"x8" Aluminum Post 11' B 0.024"Post with Sideplates 12' B Clover 0.030"x3"x3" Alum 11' B Clover 0.040"x3"x3" Alum 12' B Colonial 0.062" Extruded 12' C 0.041"x3"x3" Steel Clover 12' D 0.041"x3"x3" Steel Clover 8' E 3/16"x3"x3" Steel Square 15' H 1/4""x3"x3" Steel Square 15' I 3/16"x4"x4" Steel Square 15' J 1/2"x4"x4" Steel Square 15' K Detail L1 L24 L11 L11 AE L11 L11 L21 L21 L21 L21 TABLE 3.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Max POST Footing Height Code Detail # 0.041"x3"x3" Steel Clover d= 20'' 9' B L11 0.041"x3"x3" Steel Clover d= 21'' 8' B L11 3/16"x3"x3" Steel Square d= 28'' 12' C L21 3/16"x3"x3" Steel Square d= 28'' 8' D L21 1/4""x3"x3" Steel Square d= 28'' 12' D L21 3/16"x4"x4" Steel Square d= 28'' 12' E L21 1/2"x4"x4" Steel Square d= 37'' 12' D L21 1/2"x4"x4" Steel Square d= 31'' 15' D L21 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.1 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 5208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS (L1-L29). DETAILS MAY REQUIRE POST TO UPGRADED. Carl Putnam, P. E. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET M5 FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.1 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 12 of 60 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS 12 Ga 3"x8" Steel C Beam (Detail L18) 16 Ga 3"x8" Steel C Beam (Detail L18) TABLE 3.5 Attached Single Freestanding or Attached Single Freestanding or Span Structure Multispan Units Span Structure Multispan Units GROUND TRIB MAX POST MAX SNOW WIDTH POST REQ'D POST LOAD (FT) SPACING FOR ON SLAB (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 12' 15' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) Double 12 Ga 3"x8" Steel C (Detail L8) Attached Single Freestanding or Span Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 3.5 TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) 12 Ga 3"x8" Steel C Beam (Detail L18) Attached Single Freestanding or Span Structure Multispan Units GROUND TRIB MAX POST MAX SNOW WIDTH POST REQ'D POST LOAD (FT) (PSF) 110 MPH EXPOSURE B SPACING FOR ON SLAB SLAB (FT) MAX POST LENGTH MIN SPACING POST (FT) 16 Ga 3"x8" Steel C Beam (Detail L18) Attached Single Freestanding or Span Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) Double 12 Ga 3"x8" Steel C (Detail L8) Attached Single Freestanding or Span Structure Multispan Units TYPE SIZE "d" (in) 8' 12' 15' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) 110 MPH EXPOSURE B 10 5 13'-7'' A 27'-9'' C 31 31 33 35 20'-3'' C 28 28 31 33 30'-0'' C 32 32 32 35 LIVE 5.5 12'-4'' A 26'-11'' C 31 31 33 35 19'-0'' C 28 28 31 33 30'-0'' D 33 33 33 35 25 5 5'-9'' A 22'-0'' D 28 28 32 34 12'-7'' C 24 25 28 30 28'-5'' E 31 31 32 34 5.5 5'-2'' A 20'-9'' D 29 29 31 33 11'-7'' C 24 25 28 30 27'-7'' E 32 32 32 34 6 11'-4'' A 26'-2'' C 32 32 33 35 17'-11'' C 28 28 30 32 30'-0'' D 34 34 34 35 6 4'-9'' A 19'-8'' D 29 29 31 33 10'-7'' C 24 24 27 29 26'-9'' E 32 32 32 34 6.5 10'-5'' A 25'-5'' D 33 33 33 35 17'-0'' C 29 29 30 32 30'-0'' D 34 34 34 35 6.5 4'-5'' A 18'-8'' D 29 29 31 33 9'-10'' C 24 24 27 29 26'-1'' E 33 33 33 34 7 9'-8'' A 24'-10'' D 33 33 33 35 16'-2'' C 29 29 30 32 30'-0'' D 35 35 35 35 7 4'-1'' A 17'-10'' D 30 30 30 32 9'-1'' C 24 24 26 28 25'-5'' E 33 33 33 7.5 9'-1'' A 24'-3'' D 34 34 34 34 15'-5'' C 29 29 29 31 30'-0'' D 36 36 36 36 7.5 3'-10'' A 17'-1'' D 30 30 30 32 8'-6'' C 24 24 26 28 24'-10'' E 34 34 34 34 8 8'-6'' A 23'-9'' D 34 34 34 34 14'-9'' C 29 29 29 31 29'-11'' D 37 37 37 37 8 3'-7'' A 16'-5'' D 30 30 30 32 8'-0'' C 24 24 26 28 24'-4'' E 34 34 34 34 8.5 8'-0'' A 23'-3'' D 35 35 35 35 14'-1'' C 29 29 29 31 29'-4'' D 37 37 37 37 8.5 3'-4'' A 15'-9'' D 30 30 30 31 7'-6'' C 24 24 25 27 23'-10'' E 35 35 35 35 9 7'-6'' A 22'-10'' D 35 35 35 35 13'-7'' C 29 29 29 30 28'-9'' D 38 38 38 38 9 3'-2'' A 15'-2'' D 31 31 31 31 7'-1'' C 24 24 25 27 23'-5'' E 35 35 35 35 36 33 9.5 7'-2'' A 22'-5'' D 36 36 36 36 13'-1'' C 30 30 30 30 28'-3'' D 38 38 38 38 9.5 3'-0'' A 14'-8'' E 31 31 31 31 6'-9'' C 24 24 25 27 23'-0'' E 36 36 36 10 6'-9'' A 22'-0'' D 36 36 36 36 12'-7'' C 30 30 30 30 27'-9'' D 39 39 39 39 10 2'-10'' A 14'-2'' E 31 31 31 31 6'-5'' C 24 24 25 27 22'-7'' E 36 36 36 36 10.5 6'-5'' A 21'-4'' D 36 36 36 36 12'-1'' C 30 30 30 30 27'-4'' D 39 39 39 39 10.5 2'-8'' A 13'-9'' E 31 31 31 31 6'-1'' C 24 24 25 27 22'-3'' E 37 37 37 37 11 2'-7'' A 13'-3'' E 31 31 31 31 5'-10'' C 24 24 25 27 21'-10'' E 37 37 37 37 11.5 2'-6'' A 12'-11'' E 31 31 31 31 5'-7'' C 24 24 25 27 21'-7'' E 37 37 37 37 11 6'-2'' A 20'-9'' D 36 36 36 36 11'-7'' C 30 30 30 30 26'-11'' D 40 40 40 40 11.5 5'-11'' A 20'-2'' D 37 37 37 37 11'-1'' C 30 30 30 30 26'-6'' D 40 40 40 40 12 5'-8'' A 19'-8'' D 37 37 37 37 10'-7'' C 30 30 30 30 26'-2'' D 40 40 40 40 13 5'-2'' A 18'-8'' D 37 37 37 37 9'-10'' C 30 30 30 30 25'-5'' E 41 41 41 41 14 15 4'-10'' 4'-6'' A A 17'-10'' 17'-1'' D D 37 38 37 38 37 38 37 38 9'-1'' 8'-6'' C C 30 30 30 30 30 30 30 30 24'-10'' 24'-3'' E E 42 42 42 42 42 42 42 42 6.5 4'-5'' A 18'-8'' D 33 33 20'-3'' C 29 29 32 34 30'-0'' C 33 33 34 36 7 4'-1'' A 17'-10'' D 33 33 110 MPH EXPOSURE C 25 100 MPH EXPOSURE C 10 5 13'-7'' A 28'-5'' C 33 33 35 37 LIVE 5.5 12'-4'' A 27'-6'' C 33 33 35 5 5'-9'' A 22'-0'' D 32 32 34 37 12'-7'' C 27 27 31 33 28'-5'' E 35 35 35 37 5.5 6 5'-2'' 4'-9'' A A 20'-9'' 19'-8'' D D 32 33 32 33 34 34 36 36 11'-7'' 10'-7'' C C 27 27 27 27 30 30 32 32 27'-7'' 26'-9'' E E 36 36 36 36 36 36 37 37 33 35 9'-10'' C 27 27 29 31 26'-1'' E 37 37 37 37 33 35 9'-1'' C 27 27 29 31 25'-5'' E 38 38 38 38 37 19'-0'' C 29 29 32 34 30'-0'' D 34 34 34 36 7.5 3'-10'' A 17'-1'' D 34 34 34 35 8'-6'' C 27 27 28 30 24'-10'' E 38 38 38 38 6 11'-4'' A 26'-9'' C 34 34 34 36 17'-11'' C 30 30 31 33 30'-0'' D 35 35 35 36 8 3'-7'' A 16'-5'' D 34 34 34 34 8'-0'' C 27 27 28 30 24'-4'' E 39 39 39 39 6.5 10'-5'' A 26'-0'' D 35 35 35 36 17'-0'' C 30 30 31 33 30'-0'' D 36 36 36 36 8.5 3'-4'' A 15'-9'' D 34 34 34 34 7'-6'' C 27 27 28 30 23'-10'' E 39 39 39 39 7 9'-8'' A 25'-4'' D 35 35 35 36 16'-2'' C 30 30 31 33 30'-0'' D 37 37 37 37 9 3'-2'' A 15'-2'' D 34 34 34 34 7'-1'' C 27 27 27 29 23'-5'' E 40 40 40 40 7.5 9'-1'' A 24'-10'' D 36 36 36 36 15'-5'' C 30 30 30 32 30'-0'' D 38 38 38 38 9.5 3'-0'' A 14'-8'' E 35 35 35 35 6'-9'' C 27 27 27 29 23'-0'' E 40 40 40 40 8 8'-6'' A 24'-3'' D 36 36 36 36 14'-9'' C 31 31 31 32 30'-0'' D 39 39 39 39 10 2'-10'' A 14'-2'' E 35 35 35 35 6'-5'' C 27 27 27 29 22'-7'' E 41 41 41 41 8.5 8'-0'' A 23'-9'' D 37 37 37 37 14'-1'' C 31 31 31 32 30'-0'' D 40 40 40 40 10.5 2'-8'' A 13'-9'' E 35 35 35 35 6'-1'' C 27 27 27 29 22'-3'' E 41 41 41 41 9 7'-6'' A 23'-4'' D 37 37 37 37 13'-7'' C 31 31 31 32 29'-5'' D 40 40 40 40 9.5 7'-2'' A 22'-8'' D 37 37 37 37 13'-1'' C 31 31 31 31 28'-11'' D 41 41 41 41 10 6'-9'' A 22'-0'' D 38 38 38 38 12'-7'' C 31 31 31 31 28'-5'' D 41 41 41 41 11 2'-7'' A 13'-3'' E 35 35 35 35 5'-10'' C 27 27 27 29 21'-10'' E 41 41 41 41 11.5 2'-6'' A 12'-11'' E 35 35 35 35 5'-7'' C 27 27 27 29 21'-7'' E 42 42 42 42 37 110 MPH EXPOSURE C 10.5 6'-5'' A 21'-4'' D 38 38 38 38 12'-1'' C 31 31 31 31 27'-11'' D 42 42 42 42 5 4'-10'' A 19'-9'' D 31 31 34 36 10'-8'' C 25 26 30 32 26'-9'' E 34 34 35 11 6'-2'' A 20'-9'' D 38 38 38 38 11'-7'' C 31 31 31 31 27'-6'' D 42 42 42 42 30 5.5 4'-4'' A 18'-7'' D 31 31 33 35 9'-9'' C 25 26 29 31 25'-11'' E 35 35 35 36 11.5 5'-11'' A 20'-2'' D 38 38 38 38 11'-1'' C 31 31 31 31 27'-1'' D 42 42 42 42 6 4'-0'' A 17'-7'' D 32 32 33 35 8'-11'' C 25 25 29 31 25'-2'' E 36 36 36 36 12 5'-8'' A 19'-8'' D 39 39 39 39 10'-7'' C 31 31 31 31 26'-9'' D 43 43 43 43 6.5 3'-8'' A 16'-9'' D 32 32 32 35 8'-3'' C 25 25 28 30 24'-6'' E 36 36 36 36 13 5'-2'' A 18'-8'' D 39 39 39 39 9'-10'' C 31 31 31 31 26'-0'' E 44 44 44 44 7 3'-5'' A 15'-11'' D 32 32 32 34 7'-8'' C 25 25 28 30 23'-11'' E 37 37 37 37 14 15 4'-10'' 4'-6'' A A 17'-10'' 17'-1'' D D 39 40 39 40 39 40 39 40 9'-1'' 8'-6'' C C 31 32 31 32 31 32 31 32 25'-4'' 24'-10'' E E 44 45 44 45 44 45 44 45 7.5 8 3'-2'' 3'-0'' A A 15'-3'' 14'-7'' D E 32 33 32 33 32 33 34 34 7'-2'' 6'-9'' C C 25 25 25 25 28 27 30 29 23'-5'' 22'-11'' E E 37 38 37 38 37 38 37 38 8.5 2'-10'' A 14'-1'' E 33 33 33 33 6'-4'' C 25 25 27 29 22'-5'' E 38 38 38 38 20'-3'' C 30 30 33 35 30'-0'' C 34 34 35 37 9 2'-8'' A 13'-6'' E 33 33 33 33 6'-0'' C 25 25 27 29 22'-0'' E 39 39 39 39 105 MPH EXPOSURE C 10 5 13'-7'' A 25'-7'' C 33 33 35 37 LIVE 5.5 12'-4'' A 24'-10'' C 33 33 35 37 19'-0'' C 30 30 33 35 30'-0'' D 35 35 35 37 9.5 2'-6'' A 13'-0'' E 33 33 33 33 5'-8'' C 25 25 26 28 21'-7'' E 39 39 39 39 6 11'-4'' A 24'-1'' C 34 34 34 37 17'-11'' C 31 31 32 34 30'-0'' D 36 36 36 37 10 2'-5'' A 12'-7'' E 33 33 33 33 5'-5'' C 25 25 27 29 21'-3'' E 40 40 40 40 6.5 7 10'-5'' 9'-8'' A A 23'-6'' 22'-11'' C C 35 35 35 35 35 35 36 36 17'-0'' 16'-2'' C C 31 31 31 31 32 32 34 34 29'-7'' 28'-10'' D D 37 38 37 38 37 38 37 38 10.5 11 2'-3'' 2'-2'' A A 12'-2'' 11'-10'' E E 34 34 34 34 34 34 34 34 5'-1'' 4'-11'' C C 25 25 25 25 27 27 29 29 20'-11'' 20'-7'' E E 40 41 40 41 40 41 40 41 7.5 9'-1'' A 22'-4'' D 36 36 36 36 15'-5'' C 31 31 31 33 28'-2'' D 38 38 38 38 8 8'-6'' A 21'-11'' D 36 36 36 36 14'-9'' C 32 32 32 33 27'-7'' D 39 39 39 39 5 4'-10'' A 19'-9'' D 27 28 31 33 10'-8'' C 22 24 27 29 8.5 8'-0'' A 21'-5'' D 37 37 37 37 14'-1'' C 32 32 32 33 27'-0'' D 40 40 40 40 5.5 4'-4'' A 18'-7'' D 28 28 31 32 9'-9'' C 22 24 27 29 9 7'-6'' A 21'-1'' D 37 37 37 37 13'-7'' C 32 32 32 32 26'-6'' D 40 40 40 40 6 4'-0'' A 17'-7'' D 28 28 30 32 8'-11'' C 22 23 26 28 110 MPH EXPOSURE B 30 9.5 7'-2'' A 20'-8'' D 38 38 38 38 13'-1'' C 32 32 32 32 26'-1'' D 41 41 41 41 6.5 3'-8'' A 16'-9'' D 28 28 30 32 8'-3'' C 22 23 26 28 10 6'-9'' A 20'-4'' D 38 38 38 38 12'-7'' C 32 32 32 32 25'-7'' D 41 41 41 41 7 3'-5'' A 15'-11'' D 29 29 30 31 7'-8'' C 22 23 26 27 10.5 6'-5'' A 20'-0'' D 38 38 38 38 12'-1'' C 32 32 32 32 25'-2'' D 41 41 41 41 7.5 3'-2'' A 15'-3'' D 29 29 29 31 7'-2'' C 22 22 25 27 11 6'-2'' A 19'-8'' D 39 39 39 39 11'-7'' C 33 33 33 33 24'-10'' D 42 42 42 42 8 3'-0'' A 14'-7'' E 29 29 29 31 6'-9'' C 22 22 25 27 11.5 5'-11'' A 19'-5'' D 39 39 39 39 11'-1'' C 33 33 33 33 24'-5'' D 42 42 42 42 8.5 2'-10'' A 14'-1'' E 29 29 29 31 6'-4'' C 22 22 25 27 12 5'-8'' A 19'-1'' D 40 40 40 40 10'-7'' C 33 33 33 33 24'-1'' D 43 43 43 43 9 2'-8'' A 13'-6'' E 29 29 29 30 6'-0'' C 22 22 24 26 13 5'-2'' A 18'-7'' D 40 40 40 40 9'-10'' C 33 33 33 33 23'-6'' D 43 43 43 43 9.5 2'-6'' A 13'-0'' E 30 30 30 30 5'-8'' C 22 22 24 26 14 15 4'-10'' 4'-6'' A A 17'-10'' 17'-1'' D D 41 41 41 41 41 41 41 41 9'-1'' 8'-6'' C C 33 33 33 33 33 33 33 33 22'-11'' 22'-4'' D E 44 45 44 45 44 45 44 45 10 10.5 2'-5'' 2'-3'' A A 12'-7'' 12'-2'' E E 30 30 30 30 30 30 30 30 5'-5'' 5'-1'' C C 22 22 22 22 24 25 26 27 11 2'-2'' A 11'-10'' E 30 30 30 30 4'-11'' C 22 22 25 27 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 13 of 60 LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS 12 Ga 3"x8" Steel C Beam (Detail L18) 16 Ga 3"x8" Steel C Beam (Detail L18) TABLE 3.5 Attached Single Freestanding or Attached Single Freestanding or Span Structure Multispan Units Span Structure Multispan Units GROUND TRIB MAX POST MAX SNOW WIDTH POST REQ'D POST LOAD (FT) SPACING FOR ON SLAB (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 12' 15' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) Double 12 Ga 3"x8" Steel C (Detail L8) Attached Single Freestanding or Span Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 3.5 TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) 12 Ga 3"x8" Steel C Beam (Detail L18) Attached Single Freestanding or Span Structure Multispan Units GROUND TRIB MAX POST MAX SNOW WIDTH POST REQ'D POST LOAD (FT) (PSF) 110 MPH EXPOSURE C SPACING FOR ON SLAB SLAB (FT) MAX POST LENGTH MIN SPACING POST (FT) 16 Ga 3"x8" Steel C Beam (Detail L18) Attached Single Freestanding or Span Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) Double 12 Ga 3"x8" Steel C (Detail L8) Attached Single Freestanding or Span Structure Multispan Units TYPE SIZE "d" (in) 8' 12' 15' MAX POST MAX POST LENGTH MIN FOOTER CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) 110 MPH EXPOSURE C 10 5 13'-7'' A 24'-10'' C 33 33 35 38 20'-3'' C 31 31 34 36 30'-0'' C 35 35 35 38 LIVE 5.5 12'-4'' A 24'-1'' C 34 34 35 37 19'-0'' C 31 31 33 36 30'-0'' D 37 37 37 38 40 5 3'-7'' A 16'-7'' D 29 29 32 35 8'-1'' C 23 25 28 30 24'-4'' E 33 33 34 36 5.5 3'-3'' A 15'-7'' D 29 29 32 34 7'-5'' C 23 24 28 30 23'-7'' E 34 34 34 36 36 6 11'-4'' A 23'-4'' C 35 35 35 37 17'-11'' C 32 32 33 35 29'-5'' D 37 37 37 37 6 3'-0'' A 14'-9'' E 30 30 32 34 6'-9'' C 23 24 27 29 22'-11'' E 34 34 34 6.5 10'-5'' A 22'-9'' C 35 35 35 37 17'-0'' C 32 32 33 35 28'-8'' D 38 38 38 38 6.5 2'-9'' A 13'-11'' E 30 30 31 33 6'-3'' C 23 24 27 29 22'-3'' E 35 35 35 35 7 9'-8'' A 22'-2'' C 36 36 36 37 16'-2'' C 32 32 32 34 28'-0'' D 39 39 39 39 7 2'-7'' A 13'-3'' E 30 30 31 33 5'-10'' C 23 23 27 29 21'-9'' E 36 36 36 36 7.5 9'-1'' A 21'-8'' D 36 36 36 37 15'-5'' C 33 33 33 34 27'-4'' D 39 39 39 39 7.5 2'-5'' A 12'-8'' E 30 30 31 33 5'-5'' C 23 23 26 28 21'-3'' E 36 36 36 36 8 8'-6'' A 21'-3'' D 37 37 37 37 14'-9'' C 33 33 33 34 26'-9'' D 40 40 40 40 8 2'-3'' A 12'-2'' E 31 31 31 32 5'-1'' C 23 23 26 28 20'-9'' E 37 37 37 37 8.5 8'-0'' A 20'-10'' D 37 37 37 37 14'-1'' C 33 33 33 33 26'-3'' D 40 40 40 40 8.5 2'-1'' A 11'-8'' E 31 31 31 32 4'-10'' C 23 23 26 28 20'-4'' E 37 37 37 37 9 7'-6'' A 20'-5'' D 38 38 38 38 13'-7'' C 33 33 33 33 25'-9'' D 41 41 41 41 9 2'-0'' A 11'-2'' E 31 31 31 32 4'-6'' C 23 23 26 28 20'-0'' H 38 38 38 38 9.5 7'-2'' A 20'-0'' D 38 38 38 38 13'-1'' C 33 33 33 33 25'-3'' D 41 41 41 41 9.5 1'-11'' A 10'-9'' E 31 31 31 32 4'-3'' C 23 23 26 28 19'-8'' H 38 38 38 38 10 10.5 6'-9'' 6'-5'' A A 19'-8'' 19'-5'' D D 39 39 39 39 39 39 39 39 12'-7'' 12'-1'' C C 33 34 33 34 33 34 33 34 24'-10'' 24'-5'' D D 42 42 42 42 42 42 42 42 10 10.5 1'-9'' 1'-8'' A A 10'-5'' 10'-0'' E E 31 32 31 32 31 32 32 32 4'-1'' 3'-11'' C C 23 23 23 24 27 27 29 29 19'-4'' 19'-0'' H H 39 39 39 39 39 39 39 39 11 6'-2'' A 19'-1'' D 40 40 40 40 11'-7'' C 34 34 34 34 24'-1'' D 43 43 43 43 11.5 5'-11'' A 18'-10'' D 40 40 40 40 11'-1'' C 34 34 34 34 23'-8'' D 43 43 43 43 12 13 5'-8'' 5'-2'' A A 18'-6'' 17'-11'' D D 40 41 40 41 40 41 40 41 10'-7'' 9'-10'' C C 34 34 34 34 34 34 34 34 23'-4'' 22'-9'' D D 44 44 44 44 44 44 44 44 110 MPH EXPOSURE C 60 110 MPH EXPOSURE B 20 5 7'-1'' A 22'-7'' D 29 29 32 34 13'-0'' C 24 25 28 30 LIVE 5.5 6'-5'' A 21'-4'' D 29 29 31 33 12'-1'' C 24 25 28 6 5'-11'' A 20'-3'' D 29 29 31 33 11'-1'' C 24 24 27 6.5 7 5'-5'' 5'-1'' A A 19'-3'' 18'-4'' D D 30 30 30 30 31 30 33 32 10'-3'' 9'-6'' C C 24 24 24 24 7.5 4'-9'' A 17'-7'' D 30 30 30 32 8'-11'' C 24 8 8.5 4'-5'' 4'-2'' A A 16'-11'' 16'-3'' D D 31 31 31 31 31 31 32 32 8'-4'' 7'-10'' C C 24 24 9 3'-11'' A 15'-8'' D 31 31 31 31 7'-5'' C 9.5 3'-9'' A 15'-1'' D 31 31 31 31 7'-1'' 5 2'-5'' A 12'-9'' E 27 27 31 33 5'-6'' C 20 23 26 28 21'-3'' E 32 32 33 35 5.5 6 2'-2'' 2'-0'' A A 11'-11'' 11'-3'' E E 27 27 27 27 30 30 32 32 5'-0'' 4'-7'' C C 20 20 23 22 26 26 28 28 20'-7'' 20'-0'' E H 32 33 32 33 33 33 35 35 6.5 1'-10'' A 10'-8'' E 27 27 30 32 4'-3'' C 20 22 25 27 19'-6'' H 33 33 33 34 1'-9'' A 10'-1'' E 28 28 29 31 3'-11'' C 20 22 25 27 19'-0'' H 34 34 34 34 30'-0'' D 32 32 32 35 7 30 29'-9'' D 33 33 33 34 7.5 1'-7'' A 9'-7'' E 28 28 29 31 3'-8'' C 20 22 25 27 18'-7'' I 35 35 35 35 29 28'-11'' E 33 33 33 34 8 1'-6'' A 9'-2'' E 28 28 29 31 3'-5'' C 20 23 26 28 18'-2'' I 35 35 35 35 27 27 29 29 28'-2'' 27'-6'' E E 34 34 34 34 34 34 34 34 8.5 9 1'-5'' 1'-4'' A A 8'-9'' 8'-5'' E E 28 28 28 28 29 28 31 30 3'-3'' 3'-1'' C C 20 20 23 23 26 26 28 28 17'-7'' 17'-1'' I I 35 36 35 36 35 36 35 36 24 26 28 26'-10'' E 35 35 35 35 24 24 26 26 28 28 26'-3'' 25'-9'' E E 35 36 35 36 35 36 35 36 OVERHANG 24 24 25 27 25'-3'' E 36 36 36 36 (FT) 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' C 24 24 25 27 24'-10'' E 37 37 37 37 0' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 10 3'-6'' A 14'-7'' D 31 31 31 31 6'-8'' C 24 24 25 27 24'-5'' E 37 37 37 37 1' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 10.5 3'-4'' A 14'-2'' D 31 31 31 31 6'-5'' C 24 24 25 27 24'-0'' E 38 38 38 38 2' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 11 11.5 3'-2'' 3'-1'' A A 13'-9'' 13'-4'' D D 32 32 32 32 32 32 32 32 6'-1'' 5'-10'' C C 24 24 24 24 25 25 27 27 23'-7'' 23'-3'' E E 38 38 38 38 38 38 38 38 3' 4' 5.5' 6' 6' 6.5' 6.5' 7' 7' 7.5' 7.5' 8' 8' 8.5' 8.5' 9' 9' 9.5' 9.5' 10' 10' 10.5' 10.5' 11' 11' 11.5' 11.5' 12' 12' 12.5' 12.5' 13' 5' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 12.5' 13' 13.5' 7'-1'' A 22'-7'' D 32 32 35 37 13'-0'' C 27 28 31 33 30'-0'' D 35 35 35 38 110 MPH EXPOSURE C 20 5 LIVE 5.5 6'-5'' A 21'-4'' D 33 33 34 36 12'-1'' C 27 27 30 32 29'-9'' D 36 36 36 38 6 5'-11'' A 20'-3'' D 33 33 34 36 11'-1'' C 27 27 30 32 28'-11'' E 37 37 37 37 6.5 7 5'-5'' 5'-1'' A A 19'-3'' 18'-4'' D D 33 34 33 34 33 34 36 35 10'-3'' 9'-6'' C C 27 27 27 27 29 29 31 31 28'-2'' 27'-6'' E E 38 38 38 38 38 38 38 38 7.5 4'-9'' A 17'-7'' D 34 34 34 35 8'-11'' C 27 27 29 31 26'-10'' E 39 39 39 39 8 4'-5'' A 16'-11'' D 34 34 34 35 8'-4'' C 27 27 28 30 26'-3'' E 40 40 40 40 8.5 4'-2'' A 16'-3'' D 34 34 34 34 7'-10'' C 27 27 28 30 9 3'-11'' A 15'-8'' D 35 35 35 35 7'-5'' C 27 27 28 30 25'-3'' E 41 41 41 41 9.5 3'-9'' A 15'-1'' D 35 35 35 35 7'-1'' C 27 27 27 29 24'-10'' E 41 41 41 41 10 3'-6'' A 14'-7'' D 35 35 35 35 6'-8'' C 27 27 27 29 24'-5'' E 42 42 42 42 10.5 11 3'-4'' 3'-2'' A A 14'-2'' 13'-9'' D D 35 36 35 36 35 36 35 36 6'-5'' 6'-1'' C C 27 27 27 27 27 27 29 29 24'-0'' 23'-7'' E E 42 43 42 43 42 43 42 43 11.5 3'-1'' A 13'-4'' D 36 36 36 36 5'-10'' C 27 27 27 29 23'-3'' E 43 43 43 43 12 2'-11'' A 12'-11'' D 36 36 36 36 5'-7'' C 27 27 27 29 22'-11'' E 43 43 43 43 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20 PSF MIN) 4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 3.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.5 ICC ESR 1398 (2009 IBC) 10/11/2011 25'-9'' E 40 40 40 40 TABLE 3.3 Post Requirements Attached Single Span Structures Post Description Max POST Hgt 0.042"x3"x8" Aluminum Post 11' B 0.024"Post with Sideplates 12' B Clover 0.030"x3"x3" Alum 11' B Clover 0.040"x3"x3" Alum 12' B Colonial 0.062" Extruded 12' C 0.041"x3"x3" Steel Clover 12' D 0.041"x3"x3" Steel Clover 8' E 3/16"x3"x3" Steel Square 15' H 1/4""x3"x3" Steel Square 15' I 3/16"x4"x4" Steel Square 15' J L1 L24 L11 L11 AE L11 L11 L21 L21 L21 TABLE 3.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Max POST Footing Height Code Detail # 0.041"x3"x3" Steel Clover d= 20'' 9' B L11 0.041"x3"x3" Steel Clover d= 21'' 8' B L11 3/16"x3"x3" Steel Square d= 28'' 12' C L21 3/16"x3"x3" Steel Square d= 28'' 8' D L21 1/4""x3"x3" Steel Square d= 28'' 12' D L21 3/16"x4"x4" Steel Square d= 28'' 12' E L21 1/2"x4"x4" Steel Square d= 37'' 12' D L21 1/2"x4"x4" Steel Square d= 31'' 15' D L21 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 5208 Tennyson Parkway 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 10. USE THE APPROPRIATE DETAILS (L1-L29). DETAILS MAY REQUIRE POST TO UPGRADED. Carl Putnam, P. E. 11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET M5 FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net SLAB 9. FOLLOW 9-11 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 14 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 15 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 16 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 17 of 60 SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES 2.5" x6" Super Six (Multispan) DetaiL N3, A 3.5"x12" Super 12 (Multispan) Detail D Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C (psf) (in) 85 90 85 90 (psf) (in) 85 90 85 90 10 0.018 9'-7'' 9'-7'' 9'-0'' 8'-6'' 10 0.018 6'-4'' 6'-4'' 5'-9'' 5'-3'' LIVE 0.024 11'-9'' 11'-9'' 11'-0'' 10'-5'' LIVE 0.024 10'-2'' 10'-2'' 9'-5'' 8'-9'' 0.032 14'-2'' 14'-2'' 13'-4'' 12'-7'' 0.032 14'-6'' 14'-6'' 13'-6'' 12'-8'' 0.036 15'-4'' 15'-4'' 14'-5'' 13'-8'' 0.036 16'-0'' 16'-0'' 15'-0'' 14'-2'' 20 0.018 8'-0'' 8'-0'' 7'-8'' 7'-4'' 20 0.018 4'-1'' 4'-1'' 3'-7'' 3'-7'' LIVE 0.024 9'-10'' 9'-10'' 9'-5'' 9'-0'' LIVE 0.024 8'-2'' 8'-2'' 7'-9'' 7'-4'' 0.032 11'-11'' 11'-11'' 11'-5'' 10'-11'' 0.032 12'-0'' 12'-0'' 11'-5'' 10'-11'' 0.036 13'-0'' 13'-0'' 12'-5'' 11'-10'' 0.036 13'-6'' 13'-6'' 12'-10'' 12'-4'' 25 0.018 8'-0'' 7'-8'' 7'-4'' 7'-4'' 25 0.018 4'-1'' 4'-1'' 3'-7'' 3'-4'' 0.024 9'-10'' 9'-5'' 9'-0'' 9'-0'' 0.024 8'-2'' 7'-9'' 7'-4'' 7'-4'' 0.032 11'-11'' 11'-5'' 10'-11'' 10'-11'' 0.032 12'-0'' 11'-5'' 10'-11'' 10'-11'' 0.036 13'-0'' 12'-5'' 11'-10'' 11'-10'' 0.036 13'-6'' 12'-10'' 12'-4'' 12'-4'' 30 0.018 7'-8'' 7'-4'' 7'-0'' 7'-0'' 30 0.018 3'-10'' 3'-7'' 3'-4'' 3'-2'' 0.024 9'-5'' 9'-0'' 8'-8'' 8'-8'' 0.024 7'-9'' 7'-4'' 6'-11'' 6'-11'' 0.032 11'-5'' 10'-11'' 10'-6'' 10'-6'' 0.032 11'-5'' 10'-11'' 10'-5'' 10'-5'' 0.036 12'-5'' 11'-10'' 11'-5'' 11'-5'' 0.036 12'-10'' 12'-4'' 11'-9'' 11'-9'' 40 0.018 6'-9'' 6'-9'' 6'-6'' 6'-3'' 40 0.018 3'-2'' 3'-2'' 2'-10'' 2'-8'' 0.024 8'-4'' 8'-4'' 8'-1'' 7'-10'' 0.024 6'-7'' 6'-7'' 6'-3'' 6'-0'' 0.032 10'-2'' 10'-2'' 9'-10'' 9'-6'' 0.032 10'-0'' 10'-0'' 9'-8'' 9'-4'' 0.036 11'-0'' 11'-0'' 10'-8'' 10'-4'' 0.036 11'-4'' 11'-4'' 10'-11'' 10'-6'' 60 0.018 5'-5'' 5'-5'' 5'-5'' 5'-5'' 60 0.018 2'-4'' 2'-3'' 2'-1'' 2'-0'' 0.024 6'-10'' 6'-10'' 6'-10'' 6'-10'' 0.024 4'-11'' 4'-11'' 4'-7'' 4'-6'' 0.032 8'-3'' 8'-3'' 8'-3'' 8'-3'' 0.032 8'-0'' 8'-0'' 8'-0'' 8'-0'' 0.036 9'-0'' 9'-0'' 9'-0'' 9'-0'' 0.036 9'-1'' 9'-1'' 9'-1'' 9'-1'' TABLE 4.1 TABLE 4.2 SINGLE SPAN TABLES 2.5" x6" Super Six (Single Span) Detail N3, A 3.5"x12" Super 12 (Single Span) Detail D Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C (psf) (in) 85 90 85 90 (psf) (in) 85 90 85 90 10 0.018 11'-0'' 11'-0'' 8'-10'' 8'-2'' 10 0.018 5'-11'' 5'-11'' 4'-1'' 3'-10'' LIVE 0.024 13'-7'' 13'-7'' 12'-9'' 12'-0'' LIVE 0.024 12'-9'' 12'-9'' 11'-11'' 11'-3'' 0.032 16'-1'' 16'-1'' 15'-1'' 14'-3'' 0.032 15'-0'' 15'-0'' 14'-1'' 13'-3'' 0.036 17'-2'' 17'-2'' 16'-1'' 15'-3'' 0.036 16'-0'' 16'-0'' 15'-0'' 14'-2'' 20 0.018 8'-6'' 8'-6'' 7'-10'' 7'-10'' 20 0.018 4'-1'' 3'-10'' 3'-4'' 3'-2'' LIVE 0.024 11'-5'' 11'-5'' 10'-11'' 10'-6'' LIVE 0.024 10'-8'' 10'-8'' 9'-1'' 9'-1'' 0.032 13'-7'' 13'-7'' 13'-0'' 12'-5'' 0.032 12'-7'' 12'-7'' 12'-0'' 11'-6'' 0.036 14'-6'' 14'-6'' 13'-10'' 13'-3'' 0.036 13'-6'' 13'-6'' 12'-11'' 12'-4'' 25 0.018 8'-6'' 8'-6'' 7'-10'' 7'-7'' 25 0.018 3'-10'' 3'-10'' 3'-4'' 3'-2'' 0.024 11'-5'' 10'-11'' 10'-6'' 10'-6'' 0.024 10'-8'' 9'-9'' 9'-1'' 8'-6'' 0.032 13'-7'' 13'-0'' 12'-5'' 12'-5'' 0.032 12'-7'' 12'-0'' 11'-6'' 11'-6'' 0.036 14'-6'' 13'-10'' 13'-3'' 13'-3'' 0.036 13'-6'' 12'-11'' 12'-4'' 12'-4'' 30 0.018 8'-2'' 7'-10'' 7'-7'' 7'-4'' 30 0.018 3'-7'' 3'-4'' 3'-2'' 2'-10'' 0.024 10'-11'' 10'-6'' 9'-5'' 9'-1'' 0.024 9'-5'' 9'-1'' 8'-6'' 7'-11'' 0.032 13'-0'' 12'-5'' 11'-11'' 11'-11'' 0.032 12'-0'' 11'-6'' 11'-1'' 11'-1'' 0.036 13'-10'' 13'-3'' 12'-9'' 12'-9'' 0.036 12'-11'' 12'-4'' 11'-10'' 11'-10'' 40 0.018 7'-4'' 7'-4'' 6'-11'' 6'-9'' 40 0.018 3'-2'' 3'-0'' 2'-8'' 2'-6'' 0.024 9'-1'' 9'-1'' 8'-7'' 8'-4'' 0.024 7'-11'' 7'-11'' 7'-1'' 6'-8'' 0.032 11'-6'' 11'-6'' 11'-2'' 10'-10'' 0.032 10'-8'' 10'-8'' 9'-5'' 9'-2'' 0.036 12'-4'' 12'-4'' 11'-11'' 11'-7'' 0.036 11'-5'' 11'-5'' 11'-1'' 10'-9'' 60 0.018 6'-5'' 6'-5'' 6'-2'' 6'-0'' 60 0.018 2'-5'' 2'-4'' 2'-2'' 2'-1'' 0.024 7'-11'' 7'-11'' 7'-7'' 7'-5'' 0.024 6'-1'' 6'-1'' 5'-6'' 5'-4'' 0.032 9'-5'' 9'-5'' 9'-0'' 8'-10'' 0.032 8'-9'' 8'-9'' 8'-4'' 8'-2'' 0.036 10'-1'' 10'-1'' 10'-1'' 9'-6'' 0.036 9'-5'' 9'-5'' 9'-0'' 8'-9'' ICC ESR 1398 (2009 IBC) 10/11/2011 TABLE 4.5 TABLE 4.6 2.5" x 12" Mark X (Multispan) Detail B 2"x6" Flat Panel (Multispan) Detail N2, C Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C (psf) (in) 85 90 85 90 (psf) (in) 85 90 85 90 10 0.018 6'-5'' 6'-5'' 5'-11'' 5'-5'' 10 0.018 9'-7'' 9'-7'' 9'-0'' 8'-6'' LIVE 0.024 9'-2'' 9'-2'' 8'-6'' 7'-10'' LIVE 0.024 11'-6'' 11'-6'' 10'-9'' 10'-2'' 0.032 12'-2'' 12'-2'' 11'-4'' 10'-7'' 0.032 13'-10'' 13'-10'' 12'-11'' 12'-3'' 0.036 12'-1'' 12'-1'' 11'-3'' 10'-7'' 0.036 14'-4'' 14'-4'' 13'-9'' 13'-3'' 20 0.018 4'-5'' 4'-5'' 3'-11'' 3'-11'' 20 0.018 8'-1'' 8'-1'' 7'-8'' 7'-4'' LIVE 0.024 7'-4'' 7'-4'' 6'-11'' 6'-6'' LIVE 0.024 9'-8'' 9'-8'' 9'-3'' 8'-10'' 0.032 9'-11'' 9'-11'' 9'-5'' 8'-11'' 0.032 11'-7'' 11'-7'' 11'-1'' 10'-8'' 0.036 9'-11'' 9'-11'' 9'-5'' 9'-0'' 0.036 12'-7'' 12'-7'' 12'-0'' 11'-6'' 25 0.018 4'-5'' 4'-5'' 3'-11'' 3'-9'' 25 0.018 8'-1'' 7'-8'' 7'-4'' 7'-4'' 0.024 7'-4'' 6'-11'' 6'-6'' 6'-6'' 0.024 9'-8'' 9'-3'' 8'-10'' 8'-10'' 0.032 9'-11'' 9'-5'' 8'-11'' 8'-11'' 0.032 11'-7'' 11'-1'' 10'-8'' 10'-8'' 0.036 9'-11'' 9'-5'' 9'-0'' 9'-0'' 0.036 12'-7'' 12'-0'' 11'-6'' 11'-6'' 30 0.018 4'-2'' 3'-11'' 3'-9'' 3'-6'' 30 0.018 7'-8'' 7'-4'' 7'-1'' 7'-1'' 0.024 6'-11'' 6'-6'' 6'-2'' 6'-2'' 0.024 9'-3'' 8'-10'' 8'-6'' 8'-6'' 0.032 9'-5'' 8'-11'' 8'-6'' 8'-6'' 0.032 11'-1'' 10'-8'' 10'-3'' 10'-3'' 0.036 9'-5'' 9'-0'' 8'-7'' 8'-7'' 0.036 12'-0'' 11'-6'' 11'-1'' 11'-1'' 40 0.018 3'-6'' 3'-6'' 3'-3'' 3'-1'' 40 0.018 6'-10'' 6'-10'' 6'-7'' 6'-5'' 0.024 5'-11'' 5'-11'' 5'-7'' 5'-4'' 0.024 8'-2'' 8'-2'' 7'-11'' 7'-8'' 0.032 8'-2'' 8'-2'' 7'-10'' 7'-6'' 0.032 9'-10'' 9'-10'' 9'-6'' 9'-3'' 0.036 8'-2'' 8'-2'' 7'-11'' 7'-7'' 0.036 10'-8'' 10'-8'' 10'-4'' 10'-0'' 60 0.018 2'-10'' 2'-10'' 2'-7'' 2'-4'' 60 0.018 5'-7'' 5'-7'' 5'-7'' 5'-7'' 0.024 4'-5'' 4'-5'' 4'-1'' 4'-0'' 0.024 6'-8'' 6'-8'' 6'-8'' 6'-8'' 0.032 6'-4'' 6'-4'' 6'-4'' 6'-4'' 0.032 8'-1'' 8'-1'' 8'-1'' 8'-1'' 0.036 6'-5'' 6'-5'' 6'-5'' 6'-5'' 0.036 8'-9'' 8'-9'' 8'-9'' 8'-9'' TABLE 4.3 TABLE 4.4 NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN 2.5" x 12" Mark X (Single Span) Detail B 2"x6" Flat Panel (Single Span) Detail N2, C Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exposure B Exposure C Snow Load Gauge Exposure B Exposure C (psf) (in) 85 90 85 90 (psf) (in) 85 90 85 90 10 0.018 7'-7'' 7'-7'' 6'-11'' 6'-10'' 10 0.018 8'-6'' 8'-6'' 7'-8'' 7'-8'' LIVE 0.024 11'-3'' 11'-3'' 10'-6'' 9'-0'' LIVE 0.024 11'-11'' 11'-11'' 11'-2'' 10'-7'' 0.032 12'-11'' 12'-11'' 12'-5'' 11'-11'' 0.032 13'-10'' 13'-10'' 13'-2'' 12'-5'' 0.036 13'-5'' 13'-5'' 12'-11'' 12'-5'' 0.036 14'-4'' 14'-4'' 13'-9'' 13'-3'' 20 0.018 6'-7'' 6'-7'' 6'-1'' 6'-1'' 20 0.018 7'-4'' 7'-4'' 6'-10'' 6'-10'' LIVE 0.024 8'-7'' 8'-7'' 8'-0'' 8'-0'' LIVE 0.024 9'-2'' 9'-2'' 8'-6'' 8'-6'' 0.032 11'-6'' 11'-6'' 11'-1'' 10'-8'' 0.032 11'-10'' 11'-10'' 11'-3'' 10'-10'' 0.036 12'-0'' 12'-0'' 11'-5'' 11'-0'' 0.036 12'-7'' 12'-7'' 12'-0'' 11'-6'' 25 0.018 6'-7'' 6'-7'' 6'-1'' 5'-11'' 25 0.018 7'-4'' 7'-4'' 6'-10'' 6'-7'' 0.024 8'-7'' 8'-7'' 8'-0'' 7'-9'' 0.024 9'-2'' 9'-2'' 8'-6'' 8'-3'' 0.032 11'-6'' 11'-1'' 10'-8'' 10'-8'' 0.032 11'-10'' 11'-3'' 10'-10'' 10'-10'' 0.036 12'-0'' 11'-5'' 11'-0'' 11'-0'' 0.036 12'-7'' 12'-0'' 11'-6'' 11'-6'' 30 0.018 6'-4'' 6'-1'' 5'-11'' 5'-8'' 30 0.018 7'-1'' 6'-10'' 6'-7'' 6'-5'' 0.024 8'-3'' 8'-0'' 7'-9'' 7'-6'' 0.024 8'-10'' 8'-6'' 8'-3'' 8'-0'' 0.032 11'-1'' 10'-8'' 9'-7'' 9'-3'' 0.032 11'-3'' 10'-10'' 10'-5'' 10'-5'' 0.036 11'-5'' 11'-0'' 10'-7'' 10'-7'' 0.036 12'-0'' 11'-6'' 11'-1'' 11'-1'' 40 0.018 5'-8'' 5'-8'' 5'-5'' 5'-3'' 40 0.018 6'-5'' 6'-5'' 6'-0'' 5'-10'' 0.024 7'-6'' 7'-6'' 7'-1'' 6'-10'' 0.024 8'-0'' 8'-0'' 7'-6'' 7'-4'' 0.032 9'-3'' 9'-3'' 8'-9'' 8'-6'' 0.032 9'-5'' 9'-5'' 8'-10'' 8'-7'' 0.036 9'-6'' 9'-6'' 9'-0'' 8'-9'' 0.036 10'-8'' 10'-8'' 9'-5'' 9'-2'' 60 0.018 4'-10'' 4'-8'' 4'-4'' 4'-2'' 60 0.018 5'-7'' 5'-7'' 5'-4'' 5'-3'' 0.024 6'-6'' 6'-6'' 6'-3'' 6'-1'' 0.024 7'-0'' 7'-0'' 6'-8'' 6'-6'' 0.032 8'-1'' 8'-1'' 7'-9'' 7'-7'' 0.032 8'-2'' 8'-2'' 7'-10'' 7'-8'' 0.036 8'-4'' 8'-4'' 8'-0'' 7'-10'' 0.036 8'-9'' 8'-9'' 8'-5'' 8'-2'' Page 18 of 60 4.7 TABLE TABLE 4.8 Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434) 384-2514 carlputnam@comcast.net MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND #10 SCREWS FOR PANEL/HEADER COMBINATIONS Table 4.9 Panel # of #10 screws PER FOOT to attach panel to header Headers Gauge 1 2 3 2 3 4 2 3 4 5 (in) 90 mph Exp B 90 mph Exp C 110 mph Exp C Dble 2x6.625 0.018 3' 6' MAX 4' MAX MAX 3' 4' MAX MAX RF Fascia 0.018 3' MAX MAX MAX MAX MAX MAX MAX MAX MAX 3x8 0.018 3' 6' MAX 4' MAX MAX 3' 4' MAX MAX All Others 0.018 3' 6' MAX 4' MAX MAX 3' 4' MAX MAX Dble 2x6.625 0.024 4' 8' 12' 6' 9' MAX 4' 6' MAX MAX RF Fascia 0.024 4' MAX MAX MAX MAX MAX MAX MAX MAX MAX 3x8 0.024 4' 8' 12' 6' 9' MAX 4' 6' MAX MAX All Others 0.024 4' 8' 12' 6' 9' MAX 4' 6' MAX MAX Dble 2x6.625 0.032 5' 10' MAX 7' 11' MAX 5' 7' 10' MAX RF Fascia 0.032 5' MAX MAX MAX MAX MAX 5' MAX MAX MAX 3x8 0.032 5' 11' MAX 8' 12' MAX 5' 8' 10' MAX All Others 0.032 5' 11' MAX 8' 12' MAX 5' 8' 10' MAX Dble 2x6.625 0.036 5' 10' MAX 7' 11' 15' 5' 7' 10' 12' RF Fascia 0.036 6' MAX MAX MAX MAX MAX 5' MAX MAX MAX 3x8 0.036 6' 12' MAX 9' 13' MAX 6' 9' 12' MAX All Others 0.036 6' 12' MAX 9' 13' MAX 6' 9' 12' MAX 'MAX' means the maximum possible tributary width Minimum number of screws is on per panel MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND #14 SCREWS FOR PANEL/HEADER COMBINATIONS Table 4.10 Panel # of #14 screws PER FOOT to attach panel to header Headers Gauge 1 2 3 1 2 3 1 2 3 4 (in) 90 mph Exp B 90 mph Exp C 110 mph Exp C Dble 2x6.625 0.018 4' 8' MAX 3' 5' MAX 2' 4' 5' MAX RF Fascia 0.018 4' MAX MAX 3' MAX MAX 2' MAX MAX MAX 3x8 0.018 4' 8' MAX 3' 5' MAX 2' 4' 5' MAX All Others 0.018 4' 8' MAX 3' 5' MAX 2' 4' 5' MAX Dble 2x6.625 0.024 5' 10' MAX 4' 7' MAX 2' 5' MAX MAX RF Fascia 0.024 5' MAX MAX 4' MAX MAX 2' MAX MAX MAX 3x8 0.024 5' 10' MAX 4' 7' MAX 2' 5' MAX MAX All Others 0.024 5' 10' MAX 4' 7' MAX 2' 5' MAX MAX Dble 2x6.625 0.032 7' 14' MAX 5' 10' MAX 3' 6' 10' MAX RF Fascia 0.032 7' MAX MAX 5' MAX MAX 3' MAX MAX MAX 3x8 0.032 7' 14' MAX 5' 10' MAX 3' 6' 10' MAX All Others 0.032 7' 14' MAX 5' 10' MAX 3' 6' 10' MAX Dble 2x6.625 0.036 7' 14' MAX 5' 10' 15' 3' 6' 10' MAX RF Fascia 0.036 7' MAX MAX 5' MAX MAX 4' MAX MAX MAX 3x8 0.036 8' MAX MAX 5' 11' MAX 4' 7' 11' MAX All Others 0.036 8' MAX MAX 5' 11' MAX 4' 7' 11' MAX SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES FOR HIGH WINDS 2.5" x6" Super Six (Multispan) DetaiL N3, A 3.5"x12" Super 12 (Multispan) Detail D Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C (psf) (in) 110 100 105 110 (psf) (in) 110 100 105 110 10 0.018 8'-6'' 8'-0'' 7'-8'' 7'-8'' 10 0.018 5'-3'' 3'-10'' 3'-7'' 3'-4'' LIVE 0.024 10'-5'' 9'-10'' 9'-5'' 9'-5'' LIVE 0.024 8'-9'' 8'-2'' 7'-9'' 7'-9'' 0.032 12'-7'' 11'-11'' 11'-5'' 11'-5'' 0.032 12'-8'' 12'-0'' 11'-5'' 11'-5'' 0.036 13'-8'' 13'-0'' 12'-5'' 12'-5'' 0.036 14'-2'' 13'-6'' 12'-10'' 12'-10'' 20 0.018 7'-4'' 7'-0'' 6'-9'' 6'-9'' 20 0.018 3'-4'' 3'-2'' 3'-0'' 2'-10'' LIVE 0.024 9'-0'' 8'-8'' 8'-4'' 8'-4'' LIVE 0.024 7'-4'' 6'-11'' 6'-7'' 6'-7'' 0.032 10'-11'' 10'-6'' 10'-2'' 10'-2'' 0.032 10'-11'' 10'-5'' 10'-0'' 10'-0'' 0.036 11'-10'' 11'-5'' 11'-0'' 11'-0'' 0.036 12'-4'' 11'-9'' 11'-4'' 11'-4'' 25 0.018 7'-4'' 7'-0'' 6'-9'' 6'-6'' 25 0.018 3'-4'' 3'-0'' 2'-10'' 2'-8'' 0.024 9'-0'' 8'-8'' 8'-4'' 8'-1'' 0.024 7'-4'' 6'-11'' 6'-7'' 6'-3'' 0.032 10'-11'' 10'-6'' 10'-2'' 9'-10'' 0.032 10'-11'' 10'-5'' 10'-0'' 9'-8'' 0.036 11'-10'' 11'-5'' 11'-0'' 10'-8'' 0.036 12'-4'' 11'-9'' 11'-4'' 10'-11'' 30 0.018 6'-9'' 6'-6'' 6'-6'' 6'-3'' 30 0.018 3'-0'' 2'-10'' 2'-8'' 2'-7'' 0.024 8'-4'' 8'-1'' 8'-1'' 7'-10'' 0.024 6'-7'' 6'-3'' 6'-3'' 6'-0'' 0.032 10'-2'' 9'-10'' 9'-10'' 9'-6'' 0.032 10'-0'' 9'-8'' 9'-8'' 9'-4'' 0.036 11'-0'' 10'-8'' 10'-8'' 10'-4'' 0.036 11'-4'' 10'-11'' 10'-11'' 10'-6'' 40 0.018 6'-3'' 6'-1'' 5'-11'' 5'-11'' 40 0.018 2'-8'' 2'-7'' 2'-1'' 2'-0'' 0.024 7'-10'' 7'-7'' 7'-4'' 7'-4'' 0.024 6'-0'' 5'-9'' 5'-6'' 5'-6'' 0.032 9'-6'' 9'-3'' 8'-11'' 8'-11'' 0.032 9'-4'' 9'-0'' 8'-9'' 8'-9'' 0.036 10'-4'' 10'-0'' 9'-9'' 9'-9'' 0.036 10'-6'' 10'-2'' 9'-10'' 9'-10'' 60 0.018 5'-5'' 5'-3'' 5'-2'' 4'-9'' 60 0.018 1'-11'' 0'-0'' 0'-0'' 0'-0'' 0.024 6'-10'' 6'-8'' 6'-6'' 6'-4'' 0.024 4'-6'' 4'-4'' 4'-2'' 4'-1'' 0.032 8'-3'' 8'-1'' 7'-11'' 7'-9'' 0.032 8'-0'' 7'-9'' 7'-7'' 7'-5'' 0.036 9'-0'' 8'-10'' 8'-7'' 8'-5'' 0.036 9'-1'' 8'-10'' 8'-7'' 8'-5'' TABLE 4.11 TABLE 4.12 SINGLE SPAN TABLES 2.5" x6" Super Six (Single Span) Detail N3, A 3.5"x12" Super 12 (Single Span) Detail D Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C (psf) (in) 110 100 105 110 (psf) (in) 110 100 105 110 10 0.018 7'-11'' 7'-4'' 7'-0'' 6'-8'' 10 0.018 2'-5'' 2'-1'' 1'-10'' 1'-8'' LIVE 0.024 11'-11'' 11'-1'' 10'-6'' 8'-2'' LIVE 0.024 11'-1'' 8'-5'' 8'-0'' 7'-7'' 0.032 14'-3'' 13'-6'' 12'-10'' 12'-3'' 0.032 13'-3'' 12'-7'' 12'-0'' 12'-0'' 0.036 15'-3'' 14'-6'' 13'-10'' 13'-4'' 0.036 14'-2'' 13'-6'' 12'-11'' 12'-11'' 20 0.018 7'-7'' 7'-4'' 7'-0'' 6'-8'' 20 0.018 2'-5'' 2'-1'' 1'-10'' 1'-8'' LIVE 0.024 10'-6'' 9'-1'' 8'-10'' 8'-2'' LIVE 0.024 8'-6'' 7'-11'' 7'-6'' 7'-1'' 0.032 12'-5'' 11'-11'' 11'-6'' 11'-6'' 0.032 11'-6'' 11'-1'' 10'-8'' 10'-8'' 0.036 13'-3'' 12'-9'' 12'-4'' 12'-4'' 0.036 12'-4'' 11'-10'' 11'-5'' 11'-5'' 25 0.018 7'-7'' 7'-1'' 6'-11'' 6'-8'' 25 0.018 2'-5'' 2'-1'' 1'-10'' 1'-8'' 0.024 10'-6'' 8'-10'' 8'-7'' 8'-2'' 0.024 8'-6'' 7'-6'' 7'-1'' 6'-8'' 0.032 12'-5'' 11'-11'' 11'-6'' 11'-2'' 0.032 11'-6'' 11'-1'' 10'-8'' 9'-2'' 0.036 13'-3'' 12'-9'' 12'-4'' 11'-11'' 0.036 12'-4'' 11'-10'' 11'-5'' 11'-1'' 30 0.018 7'-1'' 6'-11'' 6'-9'' 6'-7'' 30 0.018 2'-5'' 2'-1'' 1'-10'' 1'-8'' 0.024 8'-10'' 8'-7'' 8'-4'' 8'-2'' 0.024 7'-6'' 7'-1'' 6'-8'' 6'-4'' 0.032 11'-6'' 11'-2'' 11'-2'' 10'-10'' 0.032 10'-8'' 9'-5'' 9'-2'' 9'-0'' 0.036 12'-4'' 11'-11'' 11'-11'' 11'-7'' 0.036 11'-5'' 11'-1'' 11'-1'' 10'-9'' 40 0.018 6'-9'' 6'-7'' 6'-5'' 6'-3'' 40 0.018 2'-5'' 2'-1'' 1'-10'' 1'-8'' 0.024 8'-4'' 8'-2'' 7'-11'' 7'-9'' 0.024 6'-8'' 6'-4'' 6'-1'' 5'-9'' 0.032 10'-10'' 10'-6'' 9'-5'' 9'-3'' 0.032 9'-2'' 9'-0'' 8'-9'' 8'-7'' 0.036 11'-7'' 11'-3'' 10'-11'' 10'-11'' 0.036 10'-9'' 10'-5'' 9'-5'' 9'-2'' 60 0.018 6'-0'' 5'-11'' 5'-9'' 5'-8'' 60 0.018 2'-0'' 0'-0'' 0'-0'' 0'-0'' 0.024 7'-5'' 7'-3'' 7'-2'' 7'-0'' 0.024 5'-4'' 0'-0'' 0'-0'' 0'-0'' 0.032 8'-10'' 8'-8'' 8'-6'' 8'-4'' 0.032 8'-2'' 8'-0'' 7'-10'' 7'-9'' 0.036 9'-6'' 9'-3'' 9'-1'' 8'-11'' 0.036 8'-9'' 8'-7'' 8'-5'' 8'-3'' ICC ESR 1398 (2009 TABLE IBC) 10/11/2011 4.15 TABLE 4.16 2.5" x 12" Mark X (Multispan) Detail B 2"x6" Flat Panel (Multispan) Detail N2, C Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C (psf) (in) 110 100 105 110 (psf) (in) 110 100 105 110 10 0.018 5'-5'' 4'-2'' 3'-11'' 3'-9'' 10 0.018 8'-6'' 8'-1'' 7'-8'' 7'-8'' LIVE 0.024 7'-10'' 7'-4'' 6'-11'' 6'-11'' LIVE 0.024 10'-2'' 9'-8'' 9'-3'' 9'-3'' 0.032 10'-7'' 9'-11'' 9'-5'' 9'-5'' 0.032 12'-3'' 11'-7'' 11'-1'' 11'-1'' 0.036 10'-7'' 9'-11'' 9'-5'' 9'-5'' 0.036 13'-3'' 12'-7'' 12'-0'' 12'-0'' 20 0.018 3'-9'' 3'-6'' 3'-4'' 3'-3'' 20 0.018 7'-4'' 7'-1'' 6'-10'' 6'-10'' LIVE 0.024 6'-6'' 6'-2'' 5'-11'' 5'-11'' LIVE 0.024 8'-10'' 8'-6'' 8'-2'' 8'-2'' 0.032 8'-11'' 8'-6'' 8'-2'' 8'-2'' 0.032 10'-8'' 10'-3'' 9'-10'' 9'-10'' 0.036 9'-0'' 8'-7'' 8'-2'' 8'-2'' 0.036 11'-6'' 11'-1'' 10'-8'' 10'-8'' 25 0.018 3'-9'' 3'-4'' 3'-3'' 3'-1'' 25 0.018 7'-4'' 7'-1'' 6'-10'' 6'-7'' 0.024 6'-6'' 6'-2'' 5'-11'' 5'-7'' 0.024 8'-10'' 8'-6'' 8'-2'' 7'-11'' 0.032 8'-11'' 8'-6'' 8'-2'' 7'-10'' 0.032 10'-8'' 10'-3'' 9'-10'' 9'-6'' 0.036 9'-0'' 8'-7'' 8'-2'' 7'-11'' 0.036 11'-6'' 11'-1'' 10'-8'' 10'-4'' 30 0.018 3'-4'' 3'-3'' 3'-1'' 2'-11'' 30 0.018 6'-10'' 6'-7'' 6'-7'' 6'-5'' 0.024 5'-11'' 5'-7'' 5'-7'' 5'-4'' 0.024 8'-2'' 7'-11'' 7'-11'' 7'-8'' 0.032 8'-2'' 7'-10'' 7'-10'' 7'-6'' 0.032 9'-10'' 9'-6'' 9'-6'' 9'-3'' 0.036 8'-2'' 7'-11'' 7'-11'' 7'-7'' 0.036 10'-8'' 10'-4'' 10'-4'' 10'-0'' 40 0.018 3'-1'' 2'-11'' 2'-10'' 2'-9'' 40 0.018 6'-5'' 6'-2'' 6'-0'' 6'-0'' 0.024 5'-4'' 4'-7'' 4'-5'' 4'-3'' 0.024 7'-8'' 7'-5'' 7'-2'' 7'-2'' 0.032 7'-6'' 7'-3'' 7'-0'' 7'-0'' 0.032 9'-3'' 8'-11'' 8'-8'' 8'-8'' 0.036 7'-7'' 7'-4'' 7'-1'' 7'-1'' 0.036 10'-0'' 9'-8'' 9'-5'' 9'-5'' 60 0.018 2'-3'' 0'-0'' 0'-0'' 0'-0'' 60 0.018 5'-7'' 5'-5'' 5'-4'' 5'-3'' 0.024 4'-0'' 3'-10'' 3'-9'' 3'-8'' 0.024 6'-8'' 6'-6'' 6'-4'' 6'-3'' 0.032 6'-4'' 6'-1'' 5'-11'' 5'-9'' 0.032 8'-1'' 7'-10'' 7'-8'' 7'-6'' 0.036 6'-5'' 6'-3'' 6'-1'' 5'-11'' 0.036 8'-9'' 8'-6'' 8'-4'' 8'-2'' TABLE 4.13 TABLE 4.14 NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN 2.5" x 12" Mark X (Single Span) Detail B 2"x6" Flat Panel (Single Span) Detail N2, C Ground Panel Wind Speed and Exposure Ground Panel Wind Speed and Exposure Snow Load Gauge Exp B Exposure C Snow Load Gauge Exp B Exposure C (psf) (in) 110 100 105 110 (psf) (in) 110 100 105 110 10 0.018 6'-7'' 6'-2'' 5'-10'' 5'-7'' 10 0.018 7'-4'' 7'-1'' 6'-10'' 7'-8'' LIVE 0.024 8'-7'' 8'-1'' 7'-8'' 7'-4'' LIVE 0.024 10'-7'' 8'-10'' 8'-4'' 10'-7'' 0.032 11'-11'' 11'-6'' 11'-1'' 11'-1'' 0.032 12'-5'' 11'-10'' 11'-3'' 12'-5'' 0.036 12'-5'' 12'-0'' 11'-5'' 11'-0'' 0.036 13'-3'' 12'-7'' 12'-0'' 13'-3'' 20 0.018 5'-11'' 5'-8'' 5'-6'' 5'-5'' 20 0.018 6'-7'' 6'-5'' 6'-2'' 6'-10'' LIVE 0.024 7'-9'' 7'-6'' 7'-3'' 7'-1'' LIVE 0.024 8'-3'' 8'-0'' 7'-9'' 8'-6'' 0.032 10'-8'' 9'-3'' 9'-0'' 8'-9'' 0.032 10'-10'' 10'-5'' 9'-1'' 10'-10'' 0.036 11'-0'' 10'-7'' 9'-3'' 9'-0'' 0.036 11'-6'' 11'-1'' 10'-8'' 11'-6'' 25 0.018 5'-11'' 5'-6'' 5'-5'' 5'-3'' 25 0.018 6'-7'' 6'-2'' 6'-0'' 6'-7'' 0.024 7'-9'' 7'-3'' 7'-1'' 6'-10'' 0.024 8'-3'' 7'-9'' 7'-6'' 8'-3'' 0.032 10'-8'' 9'-0'' 8'-9'' 8'-6'' 0.032 10'-10'' 10'-5'' 8'-10'' 10'-10'' 0.036 11'-0'' 10'-7'' 9'-0'' 8'-9'' 0.036 11'-6'' 11'-1'' 10'-8'' 11'-6'' 30 0.018 5'-6'' 5'-5'' 5'-3'' 4'-6'' 30 0.018 6'-2'' 6'-0'' 5'-10'' 6'-5'' 0.024 7'-3'' 7'-1'' 6'-10'' 6'-8'' 0.024 7'-9'' 7'-6'' 7'-4'' 8'-0'' 0.032 9'-0'' 8'-9'' 8'-6'' 8'-3'' 0.032 9'-1'' 8'-10'' 8'-7'' 10'-5'' 0.036 9'-3'' 9'-0'' 8'-9'' 8'-6'' 0.036 10'-8'' 9'-5'' 9'-2'' 11'-1'' 40 0.018 5'-3'' 4'-6'' 4'-4'' 4'-2'' 40 0.018 5'-10'' 5'-9'' 5'-7'' 5'-10'' 0.024 6'-10'' 6'-8'' 6'-6'' 6'-5'' 0.024 7'-4'' 7'-2'' 7'-0'' 7'-4'' 0.032 8'-6'' 8'-3'' 8'-1'' 7'-11'' 0.032 8'-7'' 8'-5'' 8'-2'' 8'-7'' 0.036 8'-9'' 8'-6'' 8'-4'' 8'-2'' 0.036 9'-2'' 9'-0'' 8'-9'' 9'-2'' 60 0.018 4'-0'' 0'-0'' 0'-0'' 0'-0'' 60 0.018 5'-3'' 0'-0'' 0'-0'' 5'-3'' 0.024 6'-1'' 6'-0'' 5'-10'' 5'-9'' 0.024 6'-6'' 6'-5'' 6'-3'' 6'-6'' 0.032 7'-7'' 7'-5'' 7'-3'' 7'-2'' 0.032 7'-8'' 7'-6'' 7'-5'' 7'-8'' 0.036 7'-10'' 7'-8'' 7'-6'' 7'-4'' 0.036 8'-2'' 8'-1'' 7'-11'' 8'-2'' Page 19 TABLE of 60 4.17 TABLE 4.18 Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434) 384-2514 carlputnam@comcast.net MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND #10 SCREWS FOR PANEL/HEADER COMBINATIONS Table 4.9 Panel # of #10 screws PER FOOT to attach panel to header Headers Gauge 1 2 3 2 3 4 2 3 4 5 (in) 90 mph Exp B 90 mph Exp C 110 mph Exp C Dble 2x6.625 0.018 3' 6' MAX 4' MAX MAX 3' 4' MAX MAX RF Fascia 0.018 3' MAX MAX MAX MAX MAX MAX MAX MAX MAX 3x8 0.018 3' 6' MAX 4' MAX MAX 3' 4' MAX MAX All Others 0.018 3' 6' MAX 4' MAX MAX 3' 4' MAX MAX Dble 2x6.625 0.024 4' 8' 12' 6' 9' MAX 4' 6' MAX MAX RF Fascia 0.024 4' MAX MAX MAX MAX MAX MAX MAX MAX MAX 3x8 0.024 4' 8' 12' 6' 9' MAX 4' 6' MAX MAX All Others 0.024 4' 8' 12' 6' 9' MAX 4' 6' MAX MAX Dble 2x6.625 0.032 5' 10' MAX 7' 11' MAX 5' 7' 10' MAX RF Fascia 0.032 5' MAX MAX MAX MAX MAX 5' MAX MAX MAX 3x8 0.032 5' 11' MAX 8' 12' MAX 5' 8' 10' MAX All Others 0.032 5' 11' MAX 8' 12' MAX 5' 8' 10' MAX Dble 2x6.625 0.036 5' 10' MAX 7' 11' 15' 5' 7' 10' 12' RF Fascia 0.036 6' MAX MAX MAX MAX MAX 5' MAX MAX MAX 3x8 0.036 6' 12' MAX 9' 13' MAX 6' 9' 12' MAX All Others 0.036 6' 12' MAX 9' 13' MAX 6' 9' 12' MAX 'MAX' means the maximum possible tributary width Minimum number of screws is on per panel MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND #14 SCREWS FOR PANEL/HEADER COMBINATIONS Table 4.10 Panel # of #14 screws PER FOOT to attach panel to header Headers Gauge 1 2 1 2 3 1 2 3 4 (in) 90 mph Exp B 90 mph Exp C 110 mph Exp C Dble 2x6.625 0.018 4' 8' MAX 3' 5' MAX 2' 4' 5' MAX RF Fascia 0.018 4' MAX MAX 3' MAX MAX 2' MAX MAX MAX 5' MAX 2' 4' 5' MAX 8' MAX 3' 3x8 0.018 4' All Others 0.018 4' 8' MAX 3' 5' MAX 2' 4' 5' MAX Dble 2x6.625 0.024 5' 10' MAX 4' 7' MAX 2' 5' MAX MAX RF Fascia 0.024 5' MAX MAX 4' MAX MAX 2' MAX MAX MAX 3x8 0.024 5' 10' MAX 4' 7' MAX 2' 5' MAX MAX All Others 0.024 5' 10' MAX 4' 7' MAX 2' 5' MAX MAX Dble 2x6.625 0.032 7' 14' MAX 5' 10' MAX 3' 6' 10' MAX RF Fascia 0.032 7' MAX MAX 5' MAX MAX 3' MAX MAX MAX 3x8 0.032 7' 14' MAX 5' 10' MAX 3' 6' 10' MAX All Others 0.032 7' 14' MAX 5' 10' MAX 3' 6' 10' MAX Dble 2x6.625 0.036 7' 14' MAX 5' 10' 15' 3' 6' 10' MAX RF Fascia 0.036 7' MAX MAX 5' MAX MAX 4' MAX MAX MAX 3x8 0.036 8' MAX MAX 5' 11' MAX 4' 7' 11' MAX All Others 0.036 8' MAX MAX 5' 11' MAX 4' 7' 11' MAX SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 0.042"x3"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 Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) Double 0.040"x2"x6.625" Beam (Detail N25) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 5.1 TYPE FOOTER SIZE "d" (in) 8' 10' GROUND 12' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD TRIB POST MAX WIDTH SPACING REQ'D POST (FT) (PSF) 90 MPH EXPOSURE B POST 0.042"x3"x8" Box Beam (Detail N30) Attached Freestanding or Structure Multispan Units ON SLAB FOR (FT) SLAB MAX POST LENGTH MIN SPACING POST (FT) Double 0.042"x3"x8" Beam (Detail N25) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) TYPE SIZE "d" (in) 8' 10' 12' Double 0.040"x2"x6.625" Beam (Detail N25) Attached Freestanding or Structure Multispan Units MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) 90 MPH EXPOSURE B 10 3 22'-8'' A 9'-1'' A 18 23 25 26 15'-10'' B 21 26 28 29 14'-3'' B 21 25 26 28 LIVE 3.5 19'-5'' A 8'-2'' A 18 23 24 25 14'-7'' B 22 26 27 29 13'-1'' B 21 24 26 27 30 3 9'-6'' A 6'-5'' A 16 22 23 24 12'-2'' C 20 25 26 28 11'-0'' B 19 23 25 26 3.5 8'-2'' A 5'-9'' A 16 21 23 24 11'-1'' C 20 24 26 27 10'-1'' C 19 23 24 26 LOAD 4 17'-0'' A 7'-5'' A 18 22 24 25 13'-6'' B 22 25 27 28 12'-2'' B 22 24 25 27 4 7'-1'' A 5'-2'' A 16 21 22 23 10'-3'' C 20 24 25 27 9'-4'' C 20 23 24 25 ONLY 4.5 15'-1'' A 6'-9'' A 18 22 23 25 12'-7'' C 23 25 27 28 11'-5'' B 22 24 25 26 4.5 6'-4'' A 4'-8'' A 16 20 22 23 9'-6'' C 21 23 25 26 8'-8'' C 20 22 24 25 5'-8'' A 4'-3'' A 16 20 21 23 8'-10'' C 21 23 25 26 8'-2'' C 20 22 23 25 5 13'-7'' A 6'-3'' A 19 22 23 24 11'-10'' C 23 25 26 28 10'-9'' B 22 23 25 26 5 5.5 12'-4'' A 5'-10'' A 19 21 23 24 11'-3'' C 23 24 26 27 10'-2'' B 23 23 25 26 5.5 5'-2'' A 4'-0'' A 17 20 21 22 8'-4'' C 21 23 24 26 7'-8'' C 21 22 23 24 6 11'-4'' A 5'-5'' A 19 21 22 24 10'-8'' C 24 24 26 27 9'-8'' C 23 23 24 26 6 4'-9'' A 3'-8'' A 17 19 21 22 7'-10'' C 21 23 24 25 7'-3'' C 21 21 23 24 6.5 10'-5'' A 5'-1'' A 19 21 22 23 10'-1'' C 24 24 25 27 9'-3'' C 23 23 24 25 6.5 4'-4'' A 3'-5'' A 17 19 21 22 7'-5'' C 22 22 24 25 6'-11'' C 21 21 23 24 7 9'-8'' A 4'-10'' A 19 20 22 23 9'-8'' C 24 24 25 26 8'-10'' C 23 23 24 25 7 4'-1'' A 3'-3'' A 17 19 20 22 7'-1'' C 22 22 23 25 6'-7'' C 21 21 22 24 7.5 9'-1'' A 4'-6'' A 19 20 22 23 9'-3'' C 24 24 25 26 8'-6'' C 24 24 24 25 7.5 3'-9'' A 3'-0'' A 17 19 20 21 6'-9'' C 22 22 23 25 6'-3'' C 21 21 22 23 8 8'-6'' A 4'-4'' A 19 20 21 23 8'-10'' C 24 24 25 26 8'-2'' C 24 24 24 25 8 3'-6'' A 2'-10'' A 17 19 20 21 6'-5'' C 22 22 23 24 6'-0'' C 22 22 22 23 8.5 8'-0'' A 19 20 21 22 A 4'-1'' 8'-6'' C 25 25 25 26 7'-10'' C 24 24 24 25 8.5 3'-4'' A 2'-8'' A 17 18 20 21 6'-2'' C 22 22 23 24 5'-9'' C 22 22 22 23 9 7'-6'' A 3'-11'' A 19 20 21 22 8'-3'' C 25 25 25 26 7'-7'' C 24 24 24 24 9 3'-2'' A 2'-7'' A 17 18 20 21 5'-11'' C 22 22 23 24 5'-7'' C 22 22 22 23 9.5 7'-2'' A 3'-9'' A 19 19 21 22 7'-11'' C 25 25 25 25 7'-4'' C 24 24 24 24 9.5 3'-0'' A 2'-5'' A 17 18 19 21 5'-8'' C 22 22 22 24 5'-4'' C 22 22 22 23 10 6'-9'' A 3'-7'' A 19 19 21 22 7'-8'' C 25 25 25 25 7'-1'' C 24 24 24 24 11 6'-2'' A 3'-3'' A 20 20 20 22 7'-2'' C 25 25 25 25 6'-8'' C 25 25 25 25 12 13 5'-8'' 5'-2'' A A 3'-0'' 2'-10'' A A 20 20 20 20 20 20 21 21 6'-9'' 6'-4'' C C 26 26 26 26 26 26 26 26 6'-4'' 6'-0'' C C 25 25 25 25 25 25 25 25 4.5 6'-4'' A 4'-2'' A 18 22 23 24 8'-7'' C 23 25 A 8'-1'' 26 28 14'-6'' B 23 28 30 31 13'-1'' B 23 27 28 30 5 5'-8'' A 3'-9'' A 18 21 23 24 8'-0'' C 23 25 90 MPH EXPOSURE C 10 LIVE 3 22'-8'' 90 MPH EXPOSURE C 30 or 105 MPH EXPOSURE B A 19 25 or 105 MPH EXPOSURE B 3 9'-6'' A 5'-9'' A 17 23 25 26 11'-1'' C 21 26 28 30 10'-1'' B 21 25 27 28 3.5 4 8'-2'' 7'-1'' A A 5'-1'' 4'-7'' A A 17 18 22 22 24 24 25 25 10'-1'' 9'-4'' C C 22 22 26 25 28 27 29 29 9'-3'' 8'-6'' C C 21 22 25 24 26 26 28 27 27 28 7'-11'' C 22 24 25 27 26 28 7'-5'' C 22 24 25 26 3.5 19'-5'' A 7'-3'' A 20 24 26 27 13'-4'' C 24 28 29 31 12'-0'' B 23 26 28 29 5.5 5'-2'' A 3'-6'' A 18 21 22 24 7'-6'' C 23 24 26 27 7'-0'' C 22 23 25 26 LOAD 4 17'-0'' A 6'-7'' A 20 24 25 27 12'-4'' C 24 27 29 30 11'-2'' B 24 26 27 29 6 4'-9'' A 3'-3'' A 18 21 22 23 7'-1'' C 23 24 26 27 6'-7'' C 23 23 24 26 ONLY 4.5 15'-1'' A 6'-0'' A 20 23 25 26 11'-6'' C 25 27 28 30 10'-5'' C 24 25 27 28 6.5 4'-4'' A 3'-0'' A 18 20 22 23 6'-8'' C 23 24 25 27 6'-3'' C 23 23 24 26 5 13'-7'' A 5'-6'' A 20 23 24 26 10'-9'' C 25 26 28 29 9'-10'' C 24 25 27 28 7 4'-1'' A 2'-10'' A 18 20 22 23 6'-4'' C 24 24 25 26 5'-11'' C 23 23 24 25 5.5 12'-4'' A 5'-2'' A 20 23 24 25 10'-2'' C 25 26 28 29 9'-3'' C 25 25 26 28 7.5 3'-9'' A 2'-8'' A 18 20 21 23 6'-0'' C 24 24 25 26 5'-8'' C 23 23 24 25 6 11'-4'' A 4'-9'' A 20 22 24 25 9'-8'' C 26 26 27 29 8'-10'' C 25 25 26 27 8 3'-6'' A 2'-6'' A 18 20 21 23 5'-9'' C 24 24 25 26 5'-5'' C 23 23 24 25 6.5 10'-5'' A 4'-6'' A 20 22 23 25 9'-2'' C 26 26 27 28 8'-5'' C 25 25 26 27 8.5 3'-4'' A 2'-4'' A 18 20 21 22 5'-6'' C 24 24 24 26 5'-2'' C 24 24 24 25 7 9'-8'' A 4'-2'' A 21 22 23 25 8'-9'' C 26 26 27 28 8'-0'' C 25 25 25 27 9 3'-2'' A 2'-3'' A 18 19 21 22 5'-3'' C 24 24 24 25 5'-0'' C 24 24 24 25 7.5 9'-1'' A 4'-0'' A 21 21 23 24 8'-4'' C 26 26 26 28 7'-8'' C 26 26 26 27 8 8'-6'' A 3'-9'' A 21 21 23 24 8'-0'' C 27 27 27 28 7'-5'' C 26 26 26 26 8.5 8'-0'' A 3'-7'' A 21 21 22 24 7'-8'' C 27 27 27 27 7'-1'' C 26 26 26 26 9.5 3'-0'' A 21 22 5'-0'' C 24 24 24 25 4'-10'' C 24 24 24 24 5'-0'' 2'-1'' A 16 22 24 25 10'-0'' C 21 26 28 29 9'-2'' C 20 25 26 28 27 90 MPH EXPOSURE C 40 3 7'-2'' A A 18 19 or 105 MPH EXPOSURE B 9 7'-6'' A 3'-5'' A 21 21 22 24 7'-4'' C 27 27 27 27 6'-10'' C 26 26 26 26 3.5 6'-2'' A 4'-5'' A 17 22 23 25 9'-1'' C 21 25 27 28 8'-4'' C 20 24 26 9.5 7'-2'' A 3'-3'' A 21 21 22 23 7'-1'' C 27 27 27 27 6'-7'' C 26 26 26 26 4 5'-5'' A 3'-11'' A 17 21 23 24 8'-4'' C 21 25 26 28 7'-8'' C 21 24 25 27 10 6'-9'' A 3'-1'' A 21 21 22 23 6'-10'' C 27 27 27 27 6'-5'' C 27 27 27 27 4.5 4'-9'' A 3'-7'' A 17 21 22 24 7'-8'' C 22 24 26 27 7'-2'' C 21 23 25 26 11 6'-2'' A 2'-10'' A 21 21 22 23 6'-5'' C 27 27 27 27 6'-0'' C 27 27 27 27 5 4'-4'' A 3'-3'' A 17 21 22 23 7'-2'' C 22 24 26 27 6'-8'' C 21 23 25 26 12 13 5'-8'' 5'-2'' A A 2'-7'' 2'-5'' A A 21 21 21 21 21 21 23 22 6'-0'' 5'-8'' C C 28 28 28 28 28 28 28 28 5'-8'' 5'-4'' C C 27 27 27 27 27 27 27 27 5.5 6 3'-11'' 3'-7'' A A 3'-0'' 2'-9'' A A 17 17 20 20 22 22 23 23 6'-8'' 6'-3'' C C 22 22 24 23 25 25 27 26 6'-3'' 5'-11'' C C 22 22 23 22 24 24 26 25 6.5 3'-4'' A 2'-7'' A 17 20 21 23 5'-11'' C 22 23 25 26 5'-7'' C 22 22 24 25 27 7 3'-1'' A 2'-5'' A 17 20 21 22 5'-7'' C 23 23 24 26 5'-4'' C 22 22 23 25 90 MPH EXPOSURE B 20 3 11'-10'' A 7'-0'' A 16 22 23 25 13'-0'' B 20 25 27 28 11'-9'' B 19 24 25 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 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 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 8 2'-8'' A 2'-1'' A 17 19 21 22 5'-0'' C 23 23 24 25 4'-10'' C 22 22 23 24 ONLY 4.5 5 7'-11'' 7'-1'' A A 5'-2'' 4'-9'' A A 17 17 21 20 22 22 23 23 10'-2'' 9'-6'' C C 21 21 24 24 25 25 27 26 9'-4'' 8'-9'' C C 21 21 23 22 24 24 25 25 8.5 9 2'-6'' 2'-4'' A A 2'-0'' 1'-11'' A A 17 17 19 19 21 20 22 22 4'-9'' 4'-7'' C C 23 23 23 23 24 24 25 25 4'-7'' 4'-5'' C C 23 23 23 23 23 23 24 24 5.5 6'-5'' A 4'-4'' A 17 20 21 23 9'-0'' C 22 23 25 26 8'-3'' C 21 22 23 25 6 5'-11'' A 4'-1'' A 17 20 21 22 8'-6'' C 22 23 24 26 7'-10'' C 21 22 23 24 A 5'-7'' A 15 21 22 24 10'-10'' C 19 24 26 27 6.5 5'-5'' A 3'-9'' A 17 19 21 22 8'-0'' C 22 23 24 25 7'-5'' C 22 22 23 24 3.5 6'-2'' A 4'-11'' A 15 20 22 23 9'-10'' C 19 24 25 26 7 5'-1'' A 3'-7'' A 17 19 21 22 7'-8'' C 22 22 24 25 7'-1'' C 22 22 23 24 4 5'-5'' A 4'-5'' A 15 20 21 23 9'-0'' C 20 23 25 26 7.5 4'-9'' A 3'-4'' A 17 19 20 22 7'-3'' C 22 22 24 25 6'-9'' C 22 22 23 24 4.5 4'-9'' A 4'-0'' A 16 20 21 22 8'-4'' C 20 23 24 26 8 4'-5'' A 3'-2'' A 17 19 20 21 7'-0'' C 23 23 23 25 6'-6'' C 22 22 22 24 5 4'-4'' A 3'-8'' A 16 19 21 22 7'-9'' C 20 23 24 25 8.5 4'-2'' A 3'-0'' A 17 19 20 21 6'-8'' C 23 23 23 24 6'-3'' C 22 22 22 23 5.5 3'-11'' A 3'-4'' A 16 19 20 22 7'-4'' C 20 22 24 25 9 3'-11'' A 2'-10'' A 17 19 20 21 6'-5'' C 23 23 23 24 6'-0'' C 22 22 22 23 6 3'-7'' A 3'-1'' A 16 19 20 21 6'-10'' C 20 22 23 25 23 6.5 23 23 23 24 5'-9'' C 23 23 23 3 7'-2'' 9.5 3'-9'' A 2'-8'' A 18 18 20 21 6'-2'' 3'-4'' A 2'-11'' A 16 19 20 21 6'-6'' C 21 22 23 24 10 3'-6'' A 2'-7'' A 18 18 20 21 5'-11'' C 23 23 23 24 5'-7'' C 23 23 23 23 7 3'-1'' A 2'-8'' A 16 18 20 21 6'-2'' C 21 21 23 24 11 3'-2'' A 2'-4'' A 18 18 19 21 5'-6'' C 23 23 23 24 5'-3'' C 23 23 23 23 7.5 2'-10'' A 2'-6'' A 16 18 20 21 5'-10'' C 21 21 23 24 12 13 2'-11'' 2'-8'' A A 2'-2'' 2'-0'' A A 18 18 18 18 19 19 20 20 5'-2'' 4'-10'' C C 23 24 23 24 23 24 23 24 4'-11'' 4'-7'' C C 23 23 23 23 23 23 23 23 8 8.5 2'-8'' 2'-6'' A A 2'-5'' 2'-3'' A A 16 16 18 18 19 19 21 20 5'-6'' 5'-3'' C C 21 21 21 21 22 22 24 23 9 2'-4'' A 2'-2'' A 16 18 19 20 5'-1'' C 21 21 22 23 ICC ESR 1398 (2009 IBC) 10/11/2011 C 90 MPH EXPOSURE B 40 Page 20 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 0.042"x3"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 Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) 90 MPH EXPOSURE C TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) Double 0.040"x2"x6.625" Beam (Detail N25) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 5.1 TYPE FOOTER SIZE "d" (in) 8' 10' GROUND 12' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD TRIB POST MAX WIDTH SPACING REQ'D POST (FT) (PSF) or 105 MPH EXPOSURE B POST 0.042"x3"x8" Box Beam (Detail N30) Attached Freestanding or Structure Multispan Units ON SLAB FOR (FT) SLAB Double 0.042"x3"x8" Beam (Detail N25) Attached Freestanding or Structure Multispan Units MAX POST LENGTH MIN SPACING POST FOOTER SIZE 8' 10' 12' CONSTRAINED FOOTER MAX POST MAX POST LENGTH MIN FOOTER SPACING POST SIZE 8' 10' 12' Double 0.040"x2"x6.625" Beam (Detail N25) Attached Freestanding or Structure Multispan Units MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST FOOTER SIZE 8' 10' 12' CONSTRAINED FOOTER (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) 25 90 MPH EXPOSURE B 20 3 11'-10'' A 6'-5'' A 18 24 25 26 12'-2'' C 22 27 29 30 11'-0'' B 21 26 27 29 3 4'-10'' A 4'-1'' A 14 20 21 22 8'-7'' C 17 23 24 26 7'-11'' C 17 22 23 LIVE 3.5 10'-2'' A 5'-9'' A 18 23 25 26 11'-1'' C 23 26 28 30 10'-1'' C 22 25 27 28 60 3.5 4'-2'' A 3'-7'' A 14 19 21 22 7'-9'' C 18 22 24 25 7'-2'' C 17 21 23 24 LOAD 4 8'-11'' A 5'-2'' A 18 23 24 25 10'-3'' C 23 26 28 29 9'-4'' C 22 25 26 28 4 3'-7'' A 3'-2'' A 14 19 20 22 7'-1'' C 18 22 23 25 6'-7'' C 18 21 22 24 ONLY 4.5 7'-11'' A 4'-8'' A 18 22 24 25 9'-6'' C 23 26 27 29 8'-8'' C 23 24 26 27 4.5 3'-2'' A 2'-11'' A 14 19 20 21 6'-6'' C 18 22 23 24 6'-1'' C 18 21 22 23 5 7'-1'' A 4'-3'' A 19 22 23 25 8'-10'' C 24 25 27 28 8'-2'' C 23 24 26 27 5 2'-11'' A 2'-7'' A 14 18 20 21 6'-0'' C 18 21 23 24 5'-8'' C 18 20 22 23 5.5 6'-5'' A 4'-0'' A 19 21 23 24 8'-4'' C 24 25 26 28 7'-8'' C 23 24 25 27 5.5 2'-7'' A 2'-5'' A 14 18 19 21 5'-7'' C 19 21 22 24 5'-3'' C 18 20 22 23 23 6 5'-11'' A 3'-8'' A 19 21 23 24 7'-10'' C 24 25 26 28 7'-3'' C 23 23 25 26 6 2'-5'' A 2'-3'' A 14 18 19 20 5'-3'' C 19 21 22 23 5'-0'' C 18 20 21 6.5 5'-5'' A 3'-5'' A 19 21 22 24 7'-5'' C 24 24 26 27 6'-11'' C 24 24 25 26 6.5 2'-2'' A 2'-1'' A 14 18 19 20 4'-11'' C 19 20 22 23 4'-8'' C 19 20 21 22 7 5'-1'' A 3'-3'' A 19 21 22 23 7'-1'' C 24 24 26 27 6'-7'' C 24 24 24 26 7 2'-1'' A 1'-11'' A 14 17 19 20 4'-7'' C 19 20 22 23 4'-5'' C 19 19 21 22 7.5 4'-9'' A 3'-0'' A 19 20 22 23 6'-9'' C 25 25 25 27 6'-3'' C 24 24 24 26 7.5 1'-11'' A 1'-10'' A 14 17 19 20 4'-4'' C 19 20 21 23 4'-2'' C 19 19 21 22 8 8.5 4'-5'' 4'-2'' A A 2'-10'' 2'-8'' A A 19 19 20 20 22 21 23 23 6'-5'' 6'-2'' C C 25 25 25 25 25 25 26 26 6'-0'' 5'-9'' C C 24 24 24 24 24 24 25 25 8 8.5 1'-9'' 1'-8'' A A 1'-8'' 1'-7'' A A 14 14 17 17 18 18 20 20 4'-2'' 3'-11'' C C 19 19 20 20 21 21 22 22 4'-0'' 3'-10'' C C 19 19 19 19 20 20 22 22 9 3'-11'' A 2'-7'' A 19 20 21 23 5'-11'' C 25 25 25 26 5'-7'' C 25 25 25 25 9.5 3'-9'' A 2'-5'' A 19 20 21 22 5'-8'' C 25 25 25 26 5'-4'' C 25 25 25 25 10 11 3'-6'' 3'-2'' A A 2'-4'' 2'-1'' A A 19 19 19 19 21 21 22 22 5'-5'' 5'-0'' C C 25 25 25 25 25 25 26 25 5'-2'' 4'-10'' C C 25 25 25 25 25 25 25 25 90 MPH EXPOSURE C 60 90 MPH EXPOSURE B 25 4'-10'' A 4'-1'' A 15 22 23 24 8'-7'' C 20 25 27 28 7'-11'' C 19 24 25 27 3.5 4 4'-2'' 3'-7'' A A 3'-7'' 3'-2'' A A 16 16 21 21 23 22 24 23 7'-9'' 7'-1'' C C 20 20 24 24 26 26 27 27 7'-2'' 6'-7'' C C 19 20 23 23 25 24 26 26 4.5 3'-2'' A 2'-11'' A 16 20 22 23 6'-6'' D 20 24 25 27 6'-1'' C 20 23 24 25 3 11'-4'' A 7'-0'' A 16 22 23 25 13'-0'' C 20 25 27 28 11'-9'' B 19 24 25 27 5 2'-11'' A 2'-7'' A 16 20 21 23 6'-0'' D 21 23 25 26 5'-8'' C 20 22 24 25 3.5 9'-8'' A 6'-3'' A 17 21 23 24 11'-10'' C 20 25 26 28 10'-9'' B 20 23 25 26 5.5 2'-7'' A 2'-5'' A 16 20 21 22 5'-7'' D 21 23 24 26 5'-3'' C 20 22 23 25 4 8'-6'' A 5'-8'' A 17 21 22 24 10'-11'' C 21 24 26 27 9'-11'' C 20 23 24 26 6 2'-5'' A 2'-3'' A 16 19 21 22 5'-3'' D 21 23 24 25 5'-0'' C 21 22 23 25 4.5 5 7'-6'' 6'-9'' A A 5'-2'' 4'-9'' A A 17 17 21 20 22 22 23 23 10'-2'' 9'-6'' C C 21 21 24 24 25 25 27 26 9'-4'' 8'-9'' C C 21 21 23 22 24 24 25 25 6.5 7 2'-2'' 2'-1'' A A 2'-1'' 1'-11'' A A 16 16 19 19 21 20 22 22 4'-11'' 4'-7'' D D 21 21 22 22 24 24 25 25 4'-8'' 4'-5'' C C 21 21 21 21 23 23 24 24 5.5 6'-2'' A 4'-4'' A 17 20 21 23 9'-0'' C 22 23 25 26 8'-3'' C 21 22 23 25 6 5'-8'' A 4'-1'' A 17 20 21 22 8'-6'' C 22 23 24 26 7'-10'' C 21 22 23 24 OVER- 6.5 7 5'-2'' 4'-10'' A A 3'-9'' 3'-7'' A A 17 17 19 19 21 21 22 22 8'-0'' 7'-8'' C C 22 22 23 22 24 24 25 25 7'-5'' 7'-1'' C C 22 22 22 22 23 23 24 24 HANG (FT) 6' 7' 8' 9' 7.5 4'-6'' A 3'-4'' A 17 19 20 22 7'-3'' C 22 22 24 25 6'-9'' C 22 22 23 24 0' 3' 3.5' 4' 4.5' 5' TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 10' 11' 12' 13' 14' 15' 5.5' 6' 6.5' 7' 16' 17' 18' 19' 20' 21' 22' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 8 4'-3'' A 3'-2'' A 17 19 20 21 7'-0'' C 23 23 23 25 6'-6'' C 22 22 22 24 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 8.5 4'-0'' A 3'-0'' A 17 19 20 21 6'-8'' C 23 23 23 24 6'-3'' C 22 22 22 23 2' n/a n/a n/a 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 9 9.5 3'-9'' 3'-7'' A A 2'-10'' 2'-8'' A A 17 18 19 18 20 20 21 21 6'-5'' 6'-2'' C C 23 23 23 23 23 23 24 24 6'-0'' 5'-9'' C C 22 23 22 23 22 23 23 23 3' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 8' n/a 8.5' n/a 9' n/a 9.5' n/a 10' 10.5' 10.5' 11' 11' 11.5' 11.5' 12' 12' 12.5' 12.5' 13' 90 MPH EXPOSURE C 25 or 105 MPH EXPOSURE B 3 or 105 MPH EXPOSURE B 3 3.5 11'-4'' 9'-8'' A A 6'-2'' 5'-6'' A A 18 18 23 23 25 24 26 26 11'-9'' 10'-9'' C C 22 22 27 26 28 28 30 29 10'-8'' 9'-9'' B C 21 22 25 25 27 26 28 28 4 4.5 8'-6'' 7'-6'' A A 4'-11'' 4'-6'' A A 18 18 22 22 24 23 25 25 9'-11'' 9'-2'' C C 23 23 26 25 27 27 29 28 9'-0'' 8'-5'' C C 22 22 24 24 26 26 27 27 5 6'-9'' A 4'-1'' A 18 22 23 24 8'-7'' C 23 25 27 28 7'-11'' C 23 24 25 27 5.5 6'-2'' A 3'-9'' A 18 21 23 24 8'-0'' C 24 25 26 28 7'-5'' C 23 24 25 26 6 5'-8'' A 3'-6'' A 18 21 22 24 7'-7'' C 24 24 26 27 7'-0'' C 23 23 25 26 6.5 5'-2'' A 3'-3'' A 18 21 22 24 7'-2'' C 24 24 26 27 6'-8'' C 23 23 25 26 7 4'-10'' A 3'-1'' A 19 20 22 23 6'-10'' C 24 24 25 27 6'-4'' C 24 24 24 26 7.5 4'-6'' A 2'-11'' A 19 20 22 23 6'-6'' C 24 24 25 27 6'-1'' C 24 24 24 25 8 8.5 4'-3'' 4'-0'' A A 2'-9'' 2'-7'' A A 19 19 20 20 21 21 23 23 6'-2'' 5'-11'' C C 24 25 24 25 25 25 26 26 5'-10'' 5'-7'' C C 24 24 24 24 24 24 25 25 9 3'-9'' A 2'-5'' A 19 20 21 22 5'-8'' C 25 25 25 26 5'-4'' C 24 24 24 25 9.5 10 3'-7'' 3'-4'' A A 2'-4'' 2'-3'' A A 19 19 19 19 21 21 22 22 5'-5'' 5'-2'' C C 25 25 25 25 25 25 26 25 5'-2'' 5'-0'' C C 24 24 24 24 24 24 25 25 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.1 ICC ESR 1398 (2009 IBC) 10/11/2011 TABLE 5.3 Post Requirements for Attached Single Span Structures Post Description Max POST Detail Hgt Code Twin 0.062"x1.5"x1.5" Scroll 9' A AC 0.042"x3"x8" Aluminum Post 11' B N30 0.024"Post with Sideplates 12' B N16, BK Clover 0.030"x3"x3" Alum 11' B N11, AH Clover 0.040"x3"x3" Alum 12' B N11, AH Colonial 0.062" Extruded 12' C AE 0.041"x3"x3" Steel Clover 12' D N11, AH 0.041"x3"x3" Steel Clover 8' E N11, AH 3/16"x3"x3" Steel Square 15' H N17, AG 1/4""x3"x3" Steel Square 15' I N17, AG 3/16"x4"x4" Steel Square 15' J N17, AG 1/2"x4"x4" Steel Square 15' K N17, AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.1 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM) TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Max POST Footing Height Code Detail # 0.041"x3"x3" Steel Clover d= 20'' 9' B N11, AH 0.041"x3"x3" Steel Clover d= 21'' 8' B N11, AH 3/16"x3"x3" Steel Square d= 28'' 12' C N17, AG 3/16"x3"x3" Steel Square d= 28'' 8' D N17, AG 1/4""x3"x3" Steel Square d= 28'' 12' D N17, AG 3/16"x4"x4" Steel Square d= 28'' 12' E N17, AG 1/2"x4"x4" Steel Square d= 37'' 12' D N17, AG 1/2"x4"x4" Steel Square d= 31'' 15' D N17, AG Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.1 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 21 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 5.5" Extruded Fascia (Detail L) California Extruded Fascia (Detail G) TABLE 5.5 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) 0.041"x3"x3" Steel Cloverleaf (Detail W) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 5.5 TYPE FOOTER SIZE "d" (in) 8' 10' GROUND 12' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD MAX POST (FT) POST ON SLAB FOR (FT) SLAB MAX POST LENGTH MIN SPACING POST (FT) California Extruded Fascia (Detail G) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST "d" (in) (FT) 0.041"x3"x3" Steel Cloverleaf (Detail W) Attached Freestanding or Structure Multispan Units TYPE SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) 90 MPH EXPOSURE B 10 3 22'-8'' A 11'-5'' A 19 20 21 23 12'-0'' A 20 20 21 22 10'-9'' A 19 21 22 23 LIVE 3.5 19'-5'' A 11'-0'' A 20 20 21 22 11'-5'' A 20 20 20 22 9'-10'' A 19 20 22 23 LOAD 4 17'-0'' A 10'-8'' B 21 21 21 22 10'-11'' B 21 21 21 21 9'-1'' A 20 20 21 ONLY 4.5 15'-1'' A 10'-4'' B 21 21 21 22 10'-4'' B 21 21 21 21 8'-6'' A 20 20 21 5 13'-7'' A 10'-1'' B 22 22 22 22 9'-9'' B 22 22 22 22 7'-11'' A 20 20 5.5 12'-4'' A 9'-10'' B 22 22 22 22 9'-3'' B 22 22 22 22 7'-5'' A 20 6 11'-4'' A 9'-6'' C 23 23 23 23 8'-10'' B 22 22 22 22 7'-1'' B 21 6.5 10'-5'' A 9'-1'' C 23 23 23 23 8'-5'' B 22 22 22 22 6'-8'' B 21 30 3 9'-6'' A 10'-7'' B 19 20 21 22 10'-0'' B 18 19 20 21 8'-1'' A 17 20 21 22 3.5 8'-2'' A 9'-11'' C 19 19 21 22 9'-2'' B 19 19 20 21 7'-4'' B 17 19 21 22 23 4 7'-1'' A 9'-2'' C 20 20 20 22 8'-6'' B 19 19 19 21 6'-9'' B 18 19 20 22 22 4.5 6'-4'' A 8'-7'' C 20 20 20 21 8'-0'' C 20 20 20 20 6'-3'' B 18 19 20 21 21 22 5 5'-8'' A 8'-1'' C 20 20 20 21 7'-6'' C 20 20 20 20 5'-10'' B 18 18 20 20 21 22 5.5 5'-2'' A 7'-8'' C 21 21 21 21 7'-1'' C 20 20 20 20 5'-6'' B 18 18 20 21 21 21 22 6 4'-9'' A 7'-3'' C 21 21 21 21 6'-9'' C 20 20 20 20 5'-2'' B 19 19 19 21 21 21 21 6.5 4'-4'' A 6'-11'' C 21 21 21 21 6'-5'' C 21 21 21 21 4'-11'' B 19 19 19 20 21 7 9'-8'' A 8'-9'' C 23 23 23 23 8'-1'' C 23 23 23 23 6'-5'' B 21 21 21 21 7 4'-1'' A 6'-7'' C 21 21 21 21 6'-2'' C 21 21 21 21 4'-8'' B 19 19 19 20 7.5 9'-1'' A 8'-5'' C 24 24 24 24 7'-9'' C 23 23 23 23 6'-1'' B 21 21 21 21 7.5 3'-9'' A 6'-4'' C 21 21 21 21 5'-11'' C 21 21 21 21 4'-5'' B 19 19 19 20 8 8'-6'' A 8'-1'' C 24 24 24 24 7'-6'' C 23 23 23 23 5'-10'' B 21 21 21 21 8 3'-6'' A 6'-1'' C 22 22 22 22 5'-8'' C 21 21 21 21 4'-3'' B 19 19 19 20 8.5 8'-0'' A 7'-10'' C 24 24 24 24 7'-3'' C 23 23 23 23 5'-7'' B 21 21 21 21 8.5 3'-4'' A 5'-10'' C 22 22 22 22 5'-6'' C 21 21 21 21 4'-0'' C 19 19 19 20 9 7'-6'' A 7'-6'' C 24 24 24 24 7'-0'' C 24 24 24 24 5'-5'' B 22 22 22 22 9 3'-2'' A 5'-8'' C 22 22 22 22 5'-3'' C 21 21 21 21 3'-10'' C 19 19 19 20 9.5 7'-2'' A 7'-4'' C 24 24 24 24 6'-9'' C 24 24 24 24 5'-2'' B 22 22 22 22 9.5 3'-0'' A 5'-6'' C 22 22 22 22 5'-1'' C 22 22 22 22 3'-9'' C 19 19 19 20 10 6'-9'' A 7'-1'' C 24 24 24 24 6'-7'' C 24 24 24 24 5'-0'' B 22 22 22 22 11 6'-2'' A 6'-8'' C 25 25 25 25 6'-3'' C 24 24 24 24 4'-8'' B 22 22 22 22 12 13 5'-8'' 5'-2'' A A 6'-4'' 6'-1'' C C 25 25 25 25 25 25 25 25 5'-11'' 5'-7'' C C 25 25 25 25 25 25 25 25 4'-5'' 4'-2'' B B 22 22 22 22 22 22 22 22 A 10'-7'' 23 24 11'-4'' A 22 22 22 24 9'-10'' A 21 22 24 25 90 MPH EXPOSURE C LIVE POST WIDTH SPACING REQ'D (PSF) 90 MPH EXPOSURE B 10 TRIB 5.5" Extruded Fascia (Detail L) Attached Freestanding or Structure Multispan Units 3 3.5 22'-8'' 19'-5'' 90 MPH EXPOSURE C 30 or 105 MPH EXPOSURE B A B 21 22 21 22 23 B 22 22 22 23 9'-0'' A 21 22 23 25 or 105 MPH EXPOSURE B 3 9'-6'' A 9'-11'' B 21 21 23 24 9'-2'' B 20 20 21 23 7'-5'' A 19 21 22 24 3.5 4 8'-2'' 7'-1'' A A 9'-1'' 8'-5'' C C 21 21 21 21 22 22 24 23 8'-5'' 7'-10'' B C 21 21 21 21 21 21 22 22 6'-8'' 6'-2'' B B 19 19 21 20 22 22 23 23 4.5 6'-4'' A 7'-10'' C 22 22 22 23 7'-4'' C 21 21 21 22 5'-8'' B 20 20 21 23 5 5'-8'' A 7'-5'' C 22 22 22 23 6'-11'' C 22 22 22 22 5'-3'' B 20 20 21 23 A 10'-2'' 24 10'-9'' 5.5 5'-2'' A 7'-0'' C 22 22 22 23 6'-6'' C 22 22 22 22 4'-11'' B 20 20 21 22 LOAD 4 17'-0'' A 9'-10'' B 23 23 23 24 10'-2'' B 23 23 23 23 8'-3'' A 21 21 23 24 6 4'-9'' A 6'-8'' C 23 23 23 23 6'-2'' C 22 22 22 22 4'-8'' B 20 20 21 22 ONLY 4.5 15'-1'' A 9'-7'' B 23 23 23 24 9'-6'' B 23 23 23 23 7'-8'' B 22 22 23 24 6.5 4'-4'' A 6'-4'' C 23 23 23 23 5'-11'' C 22 22 22 22 4'-5'' B 20 20 21 22 5 13'-7'' A 9'-4'' C 24 24 24 24 8'-11'' B 24 24 24 24 7'-2'' B 22 22 22 24 7 4'-1'' A 6'-0'' C 23 23 23 23 5'-7'' C 23 23 23 23 4'-2'' B 21 21 21 22 5.5 12'-4'' A 9'-1'' C 25 25 25 25 8'-6'' C 24 24 24 24 6'-9'' B 22 22 22 23 7.5 3'-9'' A 5'-9'' C 23 23 23 23 5'-5'' C 23 23 23 23 4'-0'' B 21 21 21 22 6 11'-4'' A 8'-8'' C 25 25 25 25 8'-1'' C 24 24 24 24 6'-4'' B 22 22 22 23 8 3'-6'' A 5'-7'' C 24 24 24 24 5'-2'' C 23 23 23 23 3'-9'' C 21 21 21 22 6.5 10'-5'' A 8'-4'' C 25 25 25 25 7'-9'' C 25 25 25 25 6'-0'' B 23 23 23 23 8.5 3'-4'' A 5'-4'' C 24 24 24 24 5'-0'' C 23 23 23 23 3'-7'' C 21 21 21 21 7 9'-8'' A 8'-0'' C 25 25 25 25 7'-5'' C 25 25 25 25 5'-9'' B 23 23 23 23 9 3'-2'' A 5'-2'' C 24 24 24 24 4'-10'' C 23 23 23 23 3'-6'' C 21 21 21 21 7.5 9'-1'' A 7'-8'' C 26 26 26 26 7'-1'' C 25 25 25 25 5'-6'' B 23 23 23 23 9.5 3'-0'' A 5'-0'' C 24 24 24 24 4'-8'' C 24 24 24 24 3'-4'' C 21 21 21 21 8 8'-6'' A 7'-4'' C 26 26 26 26 6'-10'' C 25 25 25 25 5'-3'' B 23 23 23 23 8.5 8'-0'' A 7'-1'' C 26 26 26 26 6'-7'' C 25 25 25 25 5'-0'' B 23 23 23 23 23 9 7'-6'' A 6'-10'' C 26 26 26 26 6'-5'' C 26 26 26 26 4'-10'' B 23 23 23 9.5 7'-2'' A 6'-8'' C 26 26 26 26 6'-2'' C 26 26 26 26 4'-8'' B 24 24 10 6'-9'' A 6'-5'' C 27 27 27 27 6'-0'' C 26 26 26 26 4'-6'' B 24 11 6'-2'' A 6'-1'' C 27 27 27 27 5'-8'' C 26 26 26 26 4'-2'' C 24 12 13 5'-8'' 5'-2'' A A 5'-9'' 5'-6'' C C 27 28 27 28 27 28 27 28 5'-4'' 5'-1'' C C 27 27 27 27 27 27 27 27 3'-11'' 3'-9'' C C 24 24 90 MPH EXPOSURE C 40 3 7'-2'' A 9'-0'' C 20 21 22 24 8'-4'' B 19 20 21 22 6'-7'' B 18 21 22 23 3.5 6'-2'' A 8'-3'' C 20 20 22 23 7'-8'' C 20 20 21 22 6'-0'' B 18 20 22 23 24 24 4 5'-5'' A 7'-8'' C 21 21 22 23 7'-1'' C 20 20 21 22 5'-6'' B 19 20 21 23 24 24 24 4.5 4'-9'' A 7'-1'' C 21 21 21 23 6'-7'' C 21 21 21 22 5'-1'' B 19 20 21 22 24 24 24 5 4'-4'' A 6'-8'' C 21 21 21 23 6'-3'' C 21 21 21 22 4'-8'' B 19 19 21 22 24 24 24 24 24 24 5.5 6 3'-11'' 3'-7'' A A 6'-4'' 6'-0'' C C 22 22 22 22 22 22 22 22 5'-10'' 5'-7'' C C 21 21 21 21 21 21 21 21 4'-5'' 4'-1'' B B 19 19 19 19 21 20 22 22 6.5 3'-4'' A 5'-8'' C 22 22 22 22 5'-4'' C 22 22 22 22 3'-11'' B 20 20 20 22 22 7 3'-1'' A 5'-5'' C 22 22 22 22 5'-1'' C 22 22 22 22 3'-8'' C 20 20 20 22 90 MPH EXPOSURE B 20 3 11'-10'' A 11'-0'' B 19 20 21 22 10'-7'' B 19 19 20 21 8'-9'' A 18 or 105 MPH EXPOSURE B 20 21 LIVE 3.5 10'-2'' A 10'-5'' B 20 20 21 22 9'-9'' B 19 19 20 21 7'-11'' A 18 19 21 22 7.5 2'-10'' A 5'-2'' C 23 23 23 23 4'-10'' C 22 22 22 22 3'-6'' C 20 20 20 21 LOAD 4 8'-11'' A 9'-9'' B 20 20 21 22 9'-1'' B 20 20 20 21 7'-3'' A 18 19 21 22 8 2'-8'' A 5'-0'' C 23 23 23 23 4'-8'' C 22 22 22 22 3'-4'' C 20 20 20 21 ONLY 4.5 5 7'-11'' 7'-1'' A A 9'-2'' 8'-7'' C C 20 21 20 21 20 21 22 22 8'-6'' 8'-0'' B C 20 20 20 20 20 20 21 20 6'-9'' 6'-3'' B B 18 19 19 19 20 20 22 21 8.5 9 2'-6'' 2'-4'' A A 4'-10'' 4'-7'' C C 23 23 23 23 23 23 23 23 4'-6'' 4'-4'' C C 22 23 22 23 22 23 22 23 3'-2'' 3'-1'' C C 20 20 20 20 20 20 21 21 5.5 6'-5'' A 8'-2'' C 21 21 21 21 7'-7'' C 21 21 21 21 5'-11'' B 19 19 20 21 6 5'-11'' A 7'-9'' C 21 21 21 21 7'-2'' C 21 21 21 21 5'-7'' B 19 19 20 21 A 9'-8'' C 18 19 21 22 9'-0'' B 18 18 20 21 6.5 5'-5'' A 7'-5'' C 22 22 22 22 6'-11'' C 21 21 21 21 5'-3'' B 19 19 19 21 3.5 6'-2'' A 8'-10'' C 19 19 20 22 8'-3'' C 18 18 19 21 7 5'-1'' A 7'-1'' C 22 22 22 22 6'-7'' C 21 21 21 21 5'-0'' B 19 19 19 21 4 5'-5'' A 8'-2'' C 19 19 20 21 7'-8'' C 18 18 19 20 7.5 4'-9'' A 6'-10'' C 22 22 22 22 6'-4'' C 21 21 21 21 4'-9'' B 20 20 20 20 4.5 4'-9'' A 7'-8'' C 19 19 20 21 7'-1'' C 19 19 19 20 8 4'-5'' A 6'-6'' C 22 22 22 22 6'-1'' C 22 22 22 22 4'-7'' B 20 20 20 20 5 4'-4'' A 7'-2'' C 20 20 20 21 6'-8'' C 19 19 19 20 8.5 4'-2'' A 6'-4'' C 22 22 22 22 5'-10'' C 22 22 22 22 4'-5'' B 20 20 20 20 5.5 3'-11'' A 6'-10'' C 20 20 20 21 6'-4'' C 19 19 19 20 9 3'-11'' A 6'-1'' C 22 22 22 22 5'-8'' C 22 22 22 22 4'-2'' B 20 20 20 20 6 3'-7'' A 6'-5'' C 20 20 20 21 6'-0'' C 20 20 20 20 6.5 90 MPH EXPOSURE B 40 3 7'-2'' 9.5 3'-9'' A 5'-11'' C 23 23 23 23 5'-6'' C 22 22 22 22 4'-1'' B 20 20 20 20 3'-4'' A 6'-2'' C 20 20 20 20 5'-9'' C 20 20 20 20 10 3'-6'' A 5'-8'' C 23 23 23 23 5'-4'' C 22 22 22 22 3'-11'' B 20 20 20 20 7 3'-1'' A 5'-10'' C 20 20 20 20 5'-6'' C 20 20 20 20 11 3'-2'' A 5'-4'' C 23 23 23 23 5'-0'' C 23 23 23 23 3'-8'' C 20 20 20 20 7.5 2'-10'' A 5'-7'' C 21 21 21 21 5'-3'' C 20 20 20 20 12 13 2'-11'' 2'-8'' A A 5'-1'' 4'-10'' C C 23 24 23 24 23 24 23 24 4'-9'' 4'-6'' C C 23 23 23 23 23 23 23 23 3'-5'' 3'-3'' C C 20 21 20 21 20 21 20 21 8 8.5 2'-8'' 2'-6'' A A 5'-5'' 5'-2'' C C 21 21 21 21 21 21 21 21 5'-0'' 4'-10'' C C 20 20 20 20 20 20 20 20 9 2'-4'' A 5'-0'' C 21 21 21 21 4'-8'' C 21 21 21 21 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 22 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 5.5" Extruded Fascia (Detail L) California Extruded Fascia (Detail G) TABLE 5.5 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) 90 MPH EXPOSURE C TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) 0.041"x3"x3" Steel Cloverleaf (Detail W) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 5.5 TYPE FOOTER SIZE "d" (in) 8' 10' GROUND 12' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD TRIB POST MAX WIDTH SPACING REQ'D POST (FT) (PSF) or 105 MPH EXPOSURE B POST 5.5" Extruded Fascia (Detail L) Attached Freestanding or Structure Multispan Units ON SLAB FOR (FT) SLAB California Extruded Fascia (Detail G) Attached Freestanding or Structure Multispan Units MAX POST LENGTH MIN SPACING POST FOOTER SIZE 8' 10' 12' CONSTRAINED FOOTER MAX POST 0.041"x3"x3" Steel Cloverleaf (Detail W) Attached Freestanding or Structure Multispan Units MAX POST LENGTH MIN FOOTER SPACING POST SIZE 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST FOOTER SIZE 8' 10' 12' CONSTRAINED FOOTER (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) 21 90 MPH EXPOSURE B 20 3 11'-10'' A 10'-7'' B 21 21 23 24 10'-0'' B 21 21 22 23 8'-1'' A 19 21 23 24 3 4'-10'' A 7'-10'' C 17 19 20 21 7'-3'' C 17 18 19 20 5'-8'' B 15 18 20 LIVE 3.5 10'-2'' A 9'-11'' C 22 22 23 24 9'-2'' B 21 21 21 23 7'-4'' B 20 21 22 24 60 3.5 4'-2'' A 7'-2'' C 17 18 20 21 6'-8'' C 17 17 19 20 5'-1'' B 15 18 19 21 LOAD 4 8'-11'' A 9'-2'' C 22 22 22 24 8'-6'' B 22 22 22 23 6'-9'' B 20 21 22 23 4 3'-7'' A 6'-7'' C 18 18 19 21 6'-2'' C 17 17 19 20 4'-8'' B 16 18 19 20 ONLY 4.5 7'-11'' A 8'-7'' C 22 22 22 23 8'-0'' C 22 22 22 22 6'-3'' B 20 20 22 23 4.5 3'-2'' A 6'-2'' C 18 18 19 20 5'-9'' C 17 17 18 20 4'-3'' B 16 18 19 20 5 7'-1'' A 8'-1'' C 23 23 23 23 7'-6'' C 22 22 22 22 5'-10'' B 20 20 22 23 5 2'-11'' A 5'-9'' C 18 18 19 20 5'-4'' C 18 18 18 19 3'-11'' C 16 17 19 20 5.5 6'-5'' A 7'-8'' C 23 23 23 23 7'-1'' C 23 23 23 23 5'-6'' B 21 21 21 23 5.5 2'-7'' A 5'-5'' C 18 18 19 20 5'-1'' C 18 18 18 19 3'-8'' C 16 17 19 20 6 5'-11'' A 7'-3'' C 23 23 23 23 6'-9'' C 23 23 23 23 5'-2'' B 21 21 21 22 6 2'-5'' A 5'-2'' C 19 19 19 20 4'-9'' C 18 18 18 19 3'-6'' C 16 17 18 20 6.5 5'-5'' A 6'-11'' C 24 24 24 24 6'-5'' C 23 23 23 23 4'-11'' B 21 21 21 22 6.5 2'-2'' A 4'-11'' C 19 19 19 20 4'-7'' C 18 18 18 19 3'-3'' C 16 17 18 19 7 5'-1'' A 6'-7'' C 24 24 24 24 6'-2'' C 23 23 23 23 4'-8'' B 21 21 21 22 7 2'-1'' A 4'-8'' C 19 19 19 20 4'-4'' C 18 18 18 19 3'-1'' C 17 17 18 19 7.5 4'-9'' A 6'-4'' C 24 24 24 24 5'-11'' C 24 24 24 24 4'-5'' B 21 21 21 22 7.5 1'-11'' A 4'-5'' C 19 19 19 20 4'-2'' C 19 19 19 19 2'-11'' C 17 17 18 19 8 8.5 4'-5'' 4'-2'' A A 6'-1'' 5'-10'' C C 24 25 24 25 24 25 24 25 5'-8'' 5'-6'' C C 24 24 24 24 24 24 24 24 4'-3'' 4'-0'' B C 22 22 22 22 22 22 22 22 8 8.5 1'-9'' 1'-8'' A A 4'-3'' 4'-1'' C D 19 19 19 19 19 19 20 19 4'-0'' 3'-10'' C C 19 19 19 19 19 19 19 19 2'-9'' 2'-8'' C C 17 17 17 17 18 18 19 19 9 3'-11'' A 5'-8'' C 25 25 25 25 5'-3'' C 24 24 24 24 3'-10'' C 22 22 22 22 9.5 3'-9'' A 5'-6'' C 25 25 25 25 5'-1'' C 24 24 24 24 3'-9'' C 22 22 22 22 10 11 3'-6'' 3'-2'' A A 5'-4'' 5'-0'' C C 25 25 25 25 25 25 25 25 4'-11'' 4'-8'' C C 24 25 24 25 24 25 24 25 3'-7'' 3'-4'' C C 22 22 22 22 22 22 22 22 90 MPH EXPOSURE C 60 90 MPH EXPOSURE B 25 4'-10'' A 7'-10'' C 19 20 22 23 7'-3'' C 19 19 21 22 5'-8'' B 17 20 21 23 3.5 4 4'-2'' 3'-7'' A A 7'-2'' 6'-7'' C C 19 20 20 20 21 21 23 23 6'-8'' 6'-2'' C C 19 19 19 19 20 20 22 22 5'-1'' 4'-8'' B B 17 18 20 19 21 21 22 22 4.5 3'-2'' A 6'-2'' C 20 20 21 22 5'-9'' C 20 20 20 21 4'-3'' B 18 19 21 22 3 11'-4'' A 11'-0'' B 19 20 21 22 10'-7'' B 19 19 20 21 8'-9'' A 18 20 21 22 5 2'-11'' A 5'-9'' C 20 20 21 22 5'-4'' C 20 20 20 21 3'-11'' C 18 19 20 22 3.5 9'-8'' A 10'-5'' B 20 20 21 22 9'-9'' B 19 19 20 21 7'-11'' A 18 19 21 22 5.5 2'-7'' A 5'-5'' C 21 21 21 22 5'-1'' C 20 20 20 21 3'-8'' C 18 19 20 22 4 8'-6'' A 9'-9'' C 20 20 21 22 9'-1'' B 20 20 20 21 7'-3'' B 18 19 21 22 6 2'-5'' A 5'-2'' C 21 21 21 22 4'-9'' C 20 20 20 21 3'-6'' C 18 18 20 21 4.5 5 7'-6'' 6'-9'' A A 9'-2'' 8'-7'' C C 20 21 20 21 20 21 22 22 8'-6'' 8'-0'' B C 20 20 20 20 20 20 21 20 6'-9'' 6'-3'' B B 18 19 19 19 20 20 22 21 6.5 7 2'-2'' 2'-1'' A A 4'-11'' 4'-8'' C C 21 21 21 21 21 21 22 21 4'-7'' 4'-4'' D D 21 21 21 21 21 21 21 21 3'-3'' 3'-1'' C C 18 19 18 19 20 20 21 21 5.5 6'-2'' A 8'-2'' C 21 21 21 21 7'-7'' C 21 21 21 21 5'-11'' B 19 19 20 21 6 5'-8'' A 7'-9'' C 21 21 21 21 7'-2'' C 21 21 21 21 5'-7'' B 19 19 20 21 OVER- 6.5 7 5'-2'' 4'-10'' A A 7'-5'' 7'-1'' C C 22 22 22 22 22 22 22 22 6'-11'' 6'-7'' C C 21 21 21 21 21 21 21 21 5'-3'' 5'-0'' B B 19 19 19 19 19 19 21 21 HANG (FT) 6' 7' 8' 9' 7.5 4'-6'' A 6'-10'' C 22 22 22 22 6'-4'' C 21 21 21 21 4'-9'' B 20 20 20 20 0' 3' 3.5' 4' 4.5' 5' TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 10' 11' 12' 13' 14' 15' 5.5' 6' 6.5' 7' 16' 17' 18' 19' 20' 21' 22' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 8 4'-3'' A 6'-6'' C 22 22 22 22 6'-1'' C 22 22 22 22 4'-7'' B 20 20 20 20 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 8.5 4'-0'' A 6'-4'' C 22 22 22 22 5'-10'' C 22 22 22 22 4'-5'' B 20 20 20 20 2' n/a n/a n/a 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 9 9.5 3'-9'' 3'-7'' A A 6'-1'' 5'-11'' C C 22 23 22 23 22 23 22 23 5'-8'' 5'-6'' C C 22 22 22 22 22 22 22 22 4'-2'' 4'-1'' B C 20 20 20 20 20 20 20 20 3' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 8' n/a 8.5' n/a 9' n/a 9.5' n/a 10' 10.5' 10.5' 11' 11' 11.5' 11.5' 12' 12' 12.5' 12.5' 13' 90 MPH EXPOSURE C 25 or 105 MPH EXPOSURE B 3 or 105 MPH EXPOSURE B 3 3.5 11'-4'' 9'-8'' A A 10'-5'' 9'-7'' B C 21 21 21 21 23 22 24 24 9'-9'' 8'-11'' B B 20 21 20 21 22 21 23 23 7'-10'' 7'-1'' A B 19 19 21 21 23 22 24 24 4 4.5 8'-6'' 7'-6'' A A 8'-11'' 8'-4'' C C 22 22 22 22 22 22 24 23 8'-3'' 7'-9'' B C 21 22 21 22 21 22 22 22 6'-6'' 6'-1'' B B 20 20 20 20 22 22 23 23 5 6'-9'' A 7'-10'' C 23 23 23 23 7'-3'' C 22 22 22 22 5'-8'' B 20 20 21 23 5.5 6'-2'' A 7'-5'' C 23 23 23 23 6'-11'' C 22 22 22 22 5'-3'' B 20 20 21 23 6 5'-8'' A 7'-0'' C 23 23 23 23 6'-6'' C 23 23 23 23 5'-0'' B 21 21 21 22 6.5 5'-2'' A 6'-8'' C 23 23 23 23 6'-3'' C 23 23 23 23 4'-8'' B 21 21 21 22 7 4'-10'' A 6'-5'' C 24 24 24 24 6'-0'' C 23 23 23 23 4'-6'' B 21 21 21 22 7.5 4'-6'' A 6'-2'' C 24 24 24 24 5'-9'' C 23 23 23 23 4'-3'' B 21 21 21 22 8 8.5 4'-3'' 4'-0'' A A 5'-11'' 5'-8'' C C 24 24 24 24 24 24 24 24 5'-6'' 5'-4'' C C 23 24 23 24 23 24 23 24 4'-1'' 3'-11'' B B 21 21 21 21 21 21 22 22 9 3'-9'' A 5'-6'' C 24 24 24 24 5'-1'' C 24 24 24 24 3'-9'' C 21 21 21 22 9.5 10 3'-7'' 3'-4'' A A 5'-4'' 5'-2'' C C 25 25 25 25 25 25 25 25 4'-11'' 4'-9'' C C 24 24 24 24 24 24 24 24 3'-7'' 3'-5'' C C 22 22 22 22 22 22 22 22 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.5 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.5 ICC ESR 1398 (2009 IBC) 10/11/2011 TABLE 5.3 Post Requirements for Attached Single Span Structures Post Description Max POST Detail Hgt Code Twin 0.062"x1.5"x1.5" Scroll 9' A AC 0.042"x3"x8" Aluminum Post 11' B N30 0.024"Post with Sideplates 12' B N16, BK Clover 0.030"x3"x3" Alum 11' B N11, AH Clover 0.040"x3"x3" Alum 12' B N11, AH Colonial 0.062" Extruded 12' C AE 0.041"x3"x3" Steel Clover 12' D N11, AH 0.041"x3"x3" Steel Clover 8' E N11, AH 3/16"x3"x3" Steel Square 15' H N17, AG 1/4""x3"x3" Steel Square 15' I N17, AG 3/16"x4"x4" Steel Square 15' J N17, AG 1/2"x4"x4" Steel Square 15' K N17, AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.5 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM) TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Max POST Footing Height Code Detail # 0.041"x3"x3" Steel Clover d= 20'' 9' B N11, AH 0.041"x3"x3" Steel Clover d= 21'' 8' B N11, AH 3/16"x3"x3" Steel Square d= 28'' 12' C N17, AG 3/16"x3"x3" Steel Square d= 28'' 8' D N17, AG 1/4""x3"x3" Steel Square d= 28'' 12' D N17, AG 3/16"x4"x4" Steel Square d= 28'' 12' E N17, AG 1/2"x4"x4" Steel Square d= 37'' 12' D N17, AG 1/2"x4"x4" Steel Square d= 31'' 15' D N17, AG Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.5 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 23 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS Classic Extruded Fascia (Detail H) Alaskan Extruded Fascia (Detail K) TABLE 5.6 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) Double Steel Cloverleaf (Detail AA) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 5.6 TYPE FOOTER SIZE "d" (in) 8' 10' GROUND 12' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD MAX POST (FT) POST ON SLAB FOR (FT) SLAB MAX POST LENGTH MIN SPACING POST (FT) Alaskan Extruded Fascia (Detail K) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) Double Steel Cloverleaf (Detail AA) Attached Freestanding or Structure Multispan Units TYPE SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) 90 MPH EXPOSURE B 10 3 22'-8'' A 15'-0'' B 21 21 23 24 13'-1'' A 20 20 22 23 13'-7'' A 20 22 23 24 LIVE 3.5 19'-5'' A 14'-3'' B 22 22 22 24 12'-5'' B 21 21 22 23 12'-10'' B 21 21 23 24 LOAD 4 17'-0'' A 13'-8'' B 22 22 22 24 11'-10'' B 21 21 21 23 12'-4'' B 22 22 23 ONLY 4.5 15'-1'' A 13'-1'' C 23 23 23 23 11'-5'' B 22 22 22 22 11'-10'' B 22 22 22 5 13'-7'' A 12'-8'' C 24 24 24 24 11'-0'' B 22 22 22 22 11'-5'' C 23 23 23 5.5 12'-4'' C 24 24 24 24 30 3 9'-6'' A 12'-9'' C 20 21 22 23 11'-1'' B 19 20 21 22 11'-6'' C 19 21 22 24 3.5 8'-2'' A 12'-1'' C 21 21 22 23 10'-6'' C 20 20 21 22 10'-11'' C 20 21 22 23 24 4 7'-1'' A 11'-7'' C 21 21 22 23 10'-0'' C 20 20 21 22 10'-5'' C 21 21 22 23 24 4.5 6'-4'' A 11'-1'' C 22 22 22 23 9'-4'' C 21 21 21 22 10'-0'' C 21 21 22 23 24 5 5'-8'' A 10'-9'' C 22 22 22 23 8'-10'' C 21 21 21 21 9'-8'' C 22 22 22 23 A 12'-3'' 10'-8'' C 23 23 23 23 11'-1'' C 23 23 23 23 5.5 5'-2'' A 10'-5'' C 23 23 23 23 8'-5'' C 21 21 21 21 9'-5'' C 22 22 22 23 6 11'-4'' A 11'-11'' C 25 25 25 25 10'-4'' C 23 23 23 23 10'-9'' C 24 24 24 24 6 4'-9'' A 10'-1'' D 23 23 23 23 8'-0'' C 22 22 22 22 9'-1'' C 22 22 22 23 6.5 10'-5'' A 11'-7'' C 25 25 25 25 9'-11'' C 24 24 24 24 10'-6'' C 24 24 24 24 6.5 4'-4'' A 9'-10'' D 24 24 24 24 7'-8'' C 22 22 22 22 8'-11'' C 23 23 23 23 7 9'-8'' A 11'-4'' C 25 25 25 25 9'-6'' C 24 24 24 24 10'-3'' C 25 25 25 25 7 4'-1'' A 9'-7'' D 24 24 24 24 7'-4'' C 22 22 22 22 8'-8'' D 23 23 23 23 7.5 9'-1'' A 11'-1'' C 26 26 26 26 9'-2'' C 24 24 24 24 10'-0'' C 25 25 25 25 7.5 3'-9'' A 9'-4'' D 24 24 24 24 7'-1'' C 22 22 22 22 8'-5'' D 24 24 24 24 8 8'-6'' A 10'-10'' C 26 26 26 26 8'-10'' C 24 24 24 24 9'-9'' C 25 25 25 25 8 3'-6'' A 9'-2'' D 25 25 25 25 6'-10'' C 22 22 22 22 8'-2'' D 24 24 24 24 8.5 8'-0'' A 10'-7'' C 27 27 27 27 8'-7'' C 25 25 25 25 9'-7'' C 26 26 26 26 8.5 3'-4'' A 9'-0'' D 25 25 25 25 6'-7'' C 23 23 23 23 7'-11'' D 24 24 24 24 9 7'-6'' A 10'-5'' C 27 27 27 27 8'-4'' C 25 25 25 25 9'-5'' C 26 26 26 26 9 3'-2'' A 8'-10'' D 25 25 25 25 6'-5'' C 23 23 23 23 7'-9'' D 24 24 24 24 9.5 7'-2'' A 10'-3'' C 27 27 27 27 8'-1'' C 25 25 25 25 9'-3'' C 26 26 26 26 9.5 3'-0'' A 8'-8'' D 26 26 26 26 6'-2'' C 23 23 23 23 7'-6'' D 25 25 25 25 10 6'-9'' A 10'-0'' D 27 27 27 27 7'-10'' C 25 25 25 25 9'-1'' C 27 27 27 27 11 6'-2'' A 9'-9'' D 28 28 28 28 7'-5'' C 26 26 26 26 8'-9'' C 27 27 27 27 12 13 5'-8'' 5'-2'' A A 9'-5'' 9'-2'' D D 29 29 29 29 29 29 29 29 7'-1'' 6'-9'' C C 26 26 26 26 26 26 26 26 8'-5'' 8'-1'' D D 28 28 28 28 28 28 28 28 4.5 6'-4'' A 10'-7'' C 24 24 24 25 8'-8'' C 23 23 23 23 9'-6'' C 23 23 23 25 A 14'-2'' 24 26 12'-4'' B 22 22 23 25 12'-10'' B 22 23 25 26 5 5'-8'' A 10'-2'' C 25 25 25 25 8'-2'' C 23 23 23 23 9'-2'' C 24 24 24 25 90 MPH EXPOSURE C LIVE POST WIDTH SPACING REQ'D (PSF) 90 MPH EXPOSURE B 10 TRIB Classic Extruded Fascia (Detail H) Attached Freestanding or Structure Multispan Units 3 22'-8'' 90 MPH EXPOSURE C 30 or 105 MPH EXPOSURE B B 23 23 or 105 MPH EXPOSURE B 3 9'-6'' A 12'-1'' C 22 22 24 25 10'-6'' C 21 21 23 24 10'-11'' C 21 23 24 25 3.5 4 8'-2'' 7'-1'' A A 11'-6'' 11'-0'' C C 23 23 23 23 24 23 25 25 9'-11'' 9'-3'' C C 22 22 22 22 23 22 24 24 10'-4'' 9'-11'' C C 22 23 22 23 24 24 25 25 3.5 19'-5'' A 13'-6'' C 24 24 24 26 11'-9'' B 23 23 23 25 12'-2'' B 23 23 25 26 5.5 5'-2'' A 9'-11'' D 25 25 25 25 7'-9'' C 23 23 23 23 8'-11'' C 24 24 24 25 LOAD 4 17'-0'' A 12'-11'' C 25 25 25 25 11'-2'' B 24 24 24 24 11'-8'' C 24 24 24 26 6 4'-9'' A 9'-7'' D 26 26 26 26 7'-5'' C 24 24 24 24 8'-8'' C 25 25 25 25 ONLY 4.5 15'-1'' A 12'-5'' C 25 25 25 25 10'-9'' C 24 24 24 24 11'-2'' C 25 25 25 26 6.5 4'-4'' A 9'-4'' D 26 26 26 26 7'-1'' C 24 24 24 24 8'-5'' D 25 25 25 25 5 13'-7'' A 12'-0'' C 26 26 26 26 10'-5'' C 25 25 25 25 10'-10'' C 25 25 25 25 7 4'-1'' A 9'-1'' D 27 27 27 27 6'-9'' C 24 24 24 24 8'-1'' D 26 26 26 26 5.5 12'-4'' A 11'-7'' C 27 27 27 27 9'-11'' C 25 25 25 25 10'-6'' C 26 26 26 26 7.5 3'-9'' A 8'-11'' D 27 27 27 27 6'-6'' C 24 24 24 24 7'-10'' D 26 26 26 26 6 11'-4'' A 11'-3'' C 27 27 27 27 9'-6'' C 26 26 26 26 10'-2'' C 26 26 26 26 8 3'-6'' A 8'-9'' D 27 27 27 27 6'-3'' C 25 25 25 25 7'-7'' D 26 26 26 26 6.5 10'-5'' A 11'-0'' C 28 28 28 28 9'-1'' C 26 26 26 26 9'-11'' C 27 27 27 27 8.5 3'-4'' A 8'-6'' D 28 28 28 28 6'-1'' C 25 25 25 25 7'-4'' D 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 9 3'-2'' A 8'-5'' D 28 28 28 28 5'-11'' C 25 25 25 25 7'-2'' D 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'' D 29 29 29 29 8'-2'' C 27 27 27 27 9'-3'' C 28 28 28 28 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 9.5 3'-0'' A 8'-3'' 90 MPH EXPOSURE C 40 D 28 28 28 28 5'-8'' D 25 25 25 25 7'-0'' D 27 27 27 27 23 25 9'-10'' C 21 21 22 24 10'-4'' C 21 22 24 25 or 105 MPH EXPOSURE B 3 7'-2'' A 11'-5'' C 22 22 9 7'-6'' A 9'-10'' D 30 30 30 30 7'-7'' C 27 27 27 27 8'-11'' C 29 29 29 29 3.5 6'-2'' A 10'-10'' C 22 22 23 25 9'-0'' C 21 21 22 23 9'-9'' C 22 22 24 25 9.5 7'-2'' A 9'-8'' D 30 30 30 30 7'-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 9'-4'' C 22 22 23 25 10 6'-9'' A 9'-6'' D 30 30 30 30 7'-2'' C 28 28 28 28 8'-7'' D 29 29 29 29 4.5 4'-9'' A 10'-0'' C 24 24 24 24 7'-11'' C 22 22 22 23 9'-0'' C 23 23 23 25 11 6'-2'' A 9'-2'' D 31 31 31 31 6'-10'' C 28 28 28 28 8'-2'' D 30 30 30 30 5 4'-4'' A 9'-7'' D 24 24 24 24 7'-5'' C 22 22 22 23 8'-8'' C 23 23 23 24 12 13 5'-8'' 5'-2'' A A 8'-11'' 8'-8'' D D 32 32 32 32 32 32 32 32 6'-6'' 6'-2'' C C 28 29 28 29 28 29 28 29 7'-10'' 7'-6'' D D 30 31 30 31 30 31 30 31 5.5 6 3'-11'' 3'-7'' A A 9'-4'' 9'-1'' D D 25 25 25 25 25 25 25 25 7'-1'' 6'-9'' C C 23 23 23 23 23 23 23 23 8'-5'' 8'-1'' D D 24 24 24 24 24 24 24 24 6.5 3'-4'' A 8'-10'' D 26 26 26 26 6'-5'' C 23 23 23 23 7'-9'' D 25 25 25 25 24 7 3'-1'' A 8'-7'' D 26 26 26 26 6'-2'' C 23 23 23 23 7'-5'' D 25 25 25 25 90 MPH EXPOSURE B 20 3 11'-10'' A 13'-3'' C 20 21 22 23 11'-6'' B 19 20 21 22 12'-0'' B 20 21 23 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 12'-0'' C 22 22 22 23 10'-5'' C 21 21 21 22 10'-10'' C 21 21 22 23 8 2'-8'' A 8'-3'' D 27 27 27 27 5'-8'' D 24 24 24 24 7'-0'' D 25 25 25 25 ONLY 4.5 5 7'-11'' 7'-1'' A A 11'-7'' 11'-2'' C C 22 23 22 23 22 23 23 23 9'-11'' 9'-5'' C C 21 21 21 21 21 21 22 22 10'-5'' 10'-1'' C C 21 22 21 22 22 22 23 23 8.5 9 2'-6'' 2'-4'' A A 7'-11'' 7'-9'' D D 27 27 27 27 27 27 27 27 5'-6'' 5'-4'' D D 24 24 24 24 24 24 24 24 6'-9'' 6'-7'' D D 26 26 26 26 26 26 26 26 5.5 6'-5'' A 10'-10'' C 23 23 23 23 8'-11'' C 22 22 22 22 9'-9'' C 22 22 22 23 6 5'-11'' A 10'-6'' C 24 24 24 24 8'-6'' C 22 22 22 22 9'-6'' C 23 23 23 23 11'-11'' C 19 20 22 23 10'-4'' C 19 19 21 22 6.5 5'-5'' A 10'-3'' C 24 24 24 24 8'-2'' C 22 22 22 22 9'-3'' C 23 23 23 23 3.5 6'-2'' A 11'-4'' C 20 20 22 23 9'-8'' C 19 19 21 22 7 5'-1'' A 10'-0'' D 24 24 24 24 7'-10'' C 22 22 22 22 9'-0'' C 24 24 24 24 4 5'-5'' A 10'-10'' C 21 21 21 23 9'-0'' C 20 20 20 22 7.5 4'-9'' A 9'-9'' D 25 25 25 25 7'-7'' C 23 23 23 23 8'-10'' C 24 24 24 24 4.5 4'-9'' A 10'-5'' C 21 21 21 22 8'-5'' C 20 20 20 21 8 4'-5'' A 9'-7'' D 25 25 25 25 7'-3'' C 23 23 23 23 8'-7'' C 24 24 24 24 5 4'-4'' A 10'-0'' D 22 22 22 22 8'-0'' C 20 20 20 21 8.5 4'-2'' A 9'-4'' D 25 25 25 25 7'-1'' C 23 23 23 23 8'-5'' D 25 25 25 25 5.5 3'-11'' A 9'-9'' D 22 22 22 22 7'-7'' C 20 20 20 21 9 3'-11'' A 9'-2'' D 26 26 26 26 6'-10'' C 23 23 23 23 8'-2'' D 25 25 25 25 6 3'-7'' A 9'-5'' D 23 23 23 23 7'-2'' C 21 21 21 21 6.5 90 MPH EXPOSURE B 40 3 7'-2'' A 9.5 3'-9'' A 9'-0'' D 26 26 26 26 6'-7'' C 24 24 24 24 7'-11'' D 25 25 25 25 3'-4'' A 9'-2'' D 23 23 23 23 6'-11'' C 21 21 21 21 10 3'-6'' A 8'-10'' D 26 26 26 26 6'-5'' C 24 24 24 24 7'-9'' D 25 25 25 25 7 3'-1'' A 9'-0'' D 24 24 24 24 6'-7'' C 21 21 21 21 11 3'-2'' A 8'-7'' D 27 27 27 27 6'-1'' C 24 24 24 24 7'-5'' D 26 26 26 26 7.5 2'-10'' A 8'-9'' D 24 24 24 24 6'-4'' C 21 21 21 21 12 13 2'-11'' 2'-8'' A A 8'-4'' 8'-0'' D D 27 28 27 28 27 28 27 28 5'-10'' 5'-6'' D D 24 25 24 25 24 25 24 25 7'-1'' 6'-10'' D D 26 26 26 26 26 26 26 26 8 8.5 2'-8'' 2'-6'' A A 8'-7'' 8'-5'' D D 24 25 24 25 24 25 24 25 6'-2'' 5'-11'' C D 22 22 22 22 22 22 22 22 9 2'-4'' A 8'-3'' D 25 25 25 25 5'-9'' D 22 22 22 22 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 24 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS Classic Extruded Fascia (Detail H) Alaskan Extruded Fascia (Detail K) TABLE 5.6 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) 90 MPH EXPOSURE C TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) Double Steel Cloverleaf (Detail AA) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 5.6 TYPE FOOTER SIZE "d" (in) 8' 10' GROUND 12' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD TRIB POST MAX WIDTH SPACING REQ'D POST (FT) (PSF) or 105 MPH EXPOSURE B POST Classic Extruded Fascia (Detail H) Attached Freestanding or Structure Multispan Units ON SLAB FOR (FT) SLAB Alaskan Extruded Fascia (Detail K) Attached Freestanding or Structure Multispan Units MAX POST LENGTH MIN SPACING POST FOOTER SIZE 8' 10' 12' CONSTRAINED FOOTER (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) MAX POST Double Steel Cloverleaf (Detail AA) Attached Freestanding or Structure Multispan Units MAX POST LENGTH MIN FOOTER SPACING POST SIZE 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST FOOTER SIZE 8' 10' 12' CONSTRAINED FOOTER (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) 23 90 MPH EXPOSURE B 20 3 11'-10'' A 12'-9'' C 22 22 24 25 11'-1'' B 21 21 23 24 11'-6'' C 22 23 24 26 3 4'-10'' A 10'-6'' C 19 20 21 22 8'-7'' C 17 19 20 21 9'-6'' C 18 20 22 LIVE 3.5 10'-2'' A 12'-1'' C 23 23 24 25 10'-6'' C 22 22 23 24 10'-11'' C 22 23 24 25 60 3.5 4'-2'' A 10'-0'' D 19 20 21 22 7'-11'' C 18 19 20 21 9'-0'' C 19 20 21 23 LOAD 4 8'-11'' A 11'-7'' C 24 24 24 25 10'-0'' C 23 23 23 24 10'-5'' C 23 23 24 25 4 3'-7'' A 9'-7'' D 20 20 21 22 7'-4'' C 18 18 20 21 8'-7'' C 19 20 21 22 ONLY 4.5 7'-11'' A 11'-1'' C 24 24 24 25 9'-4'' C 23 23 23 24 10'-0'' C 24 24 24 25 4.5 3'-2'' A 9'-2'' D 20 20 21 22 6'-11'' C 19 19 19 21 8'-3'' D 20 20 21 22 5 7'-1'' A 10'-9'' C 25 25 25 25 8'-10'' C 24 24 24 24 9'-8'' C 24 24 24 25 5 2'-11'' A 8'-10'' D 21 21 21 22 6'-6'' C 19 19 19 21 7'-10'' D 20 20 21 22 5.5 6'-5'' A 10'-5'' C 26 26 26 26 8'-5'' C 24 24 24 24 9'-5'' C 25 25 25 25 5.5 2'-7'' A 8'-7'' D 21 21 21 22 6'-2'' C 19 19 19 20 7'-5'' D 20 20 21 22 22 6 5'-11'' A 10'-1'' C 26 26 26 26 8'-0'' C 24 24 24 24 9'-1'' C 25 25 25 25 6 2'-5'' A 8'-4'' D 22 22 22 22 5'-10'' D 19 19 19 20 7'-2'' D 21 21 21 6.5 5'-5'' A 9'-10'' D 27 27 27 27 7'-8'' C 24 24 24 24 8'-11'' C 26 26 26 26 6.5 2'-2'' A 8'-1'' D 22 22 22 22 5'-7'' D 20 20 20 20 6'-10'' D 21 21 21 22 7 5'-1'' A 9'-7'' D 27 27 27 27 7'-4'' C 25 25 25 25 8'-8'' C 26 26 26 26 7 2'-1'' A 7'-9'' D 22 22 22 22 5'-4'' D 20 20 20 20 6'-7'' D 21 21 21 21 7.5 4'-9'' A 9'-4'' D 27 27 27 27 7'-1'' C 25 25 25 25 8'-5'' D 27 27 27 27 7.5 1'-11'' A 7'-6'' D 23 23 23 23 5'-2'' D 20 20 20 20 6'-4'' D 21 21 21 21 8 8.5 4'-5'' 4'-2'' A A 9'-2'' 9'-0'' D D 28 28 28 28 28 28 28 28 6'-10'' 6'-7'' C C 25 25 25 25 25 25 25 25 8'-2'' 7'-11'' D D 27 27 27 27 27 27 27 27 8 8.5 1'-9'' 1'-8'' A A 7'-2'' 7'-0'' D D 23 23 23 23 23 23 23 23 4'-11'' 4'-9'' D D 20 20 20 20 20 20 20 20 6'-2'' 5'-11'' D D 22 22 22 22 22 22 22 22 9 3'-11'' A 8'-10'' D 29 29 29 29 6'-5'' C 26 26 26 26 7'-9'' D 27 27 27 27 9.5 3'-9'' A 8'-8'' D 29 29 29 29 6'-2'' C 26 26 26 26 7'-6'' D 28 28 28 28 90 MPH EXPOSURE C 10 11 3'-6'' 3'-2'' A A 8'-6'' 8'-3'' D D 29 30 29 30 29 30 29 30 6'-0'' 5'-8'' C D 26 26 26 26 26 26 26 26 7'-4'' 7'-0'' D D 28 28 28 28 28 28 28 28 4.5 3'-2'' A 9'-2'' D 23 23 12'-0'' B 20 21 23 24 5 2'-11'' A 8'-10'' D 24 24 60 90 MPH EXPOSURE B 25 4'-10'' A 10'-6'' C 21 22 23 24 8'-7'' C 20 20 22 23 9'-6'' C 20 22 23 25 3.5 4 4'-2'' 3'-7'' A A 10'-0'' 9'-7'' D D 22 22 22 22 23 23 24 24 7'-11'' 7'-4'' C D 20 21 20 21 22 21 23 23 9'-0'' 8'-7'' C D 21 22 22 22 23 23 25 24 23 24 6'-11'' D 21 21 21 23 8'-3'' D 22 22 23 24 24 24 6'-6'' D 21 21 21 22 7'-10'' D 23 23 23 24 3 11'-4'' A 13'-3'' C 20 21 22 23 11'-6'' B 19 20 21 22 3.5 9'-8'' A 12'-7'' C 21 21 22 23 10'-11'' B 20 20 21 22 11'-4'' C 20 21 22 24 5.5 2'-7'' A 8'-7'' D 24 24 24 24 6'-2'' D 22 22 22 22 7'-5'' D 23 23 23 24 4 8'-6'' A 12'-0'' C 22 22 22 23 10'-5'' C 21 21 21 22 10'-10'' C 21 21 22 23 6 2'-5'' A 8'-4'' D 24 24 24 24 5'-10'' D 22 22 22 22 7'-2'' D 23 23 23 24 4.5 5 7'-6'' 6'-9'' A A 11'-7'' 11'-2'' C C 22 23 22 23 22 23 23 23 9'-11'' 9'-5'' C C 21 21 21 21 21 21 22 22 10'-5'' 10'-1'' C C 21 22 21 22 22 22 23 23 6.5 7 2'-2'' 2'-1'' A A 8'-1'' 7'-9'' D D 25 25 25 25 25 25 25 25 5'-7'' 5'-4'' D D 22 22 22 22 22 22 22 22 6'-10'' 6'-7'' D D 24 24 24 24 24 24 24 24 5.5 6'-2'' A 10'-10'' C 23 23 23 23 8'-11'' C 22 22 22 22 9'-9'' C 22 22 22 23 6 5'-8'' A 10'-6'' C 24 24 24 24 8'-6'' C 22 22 22 22 9'-6'' C 23 23 23 23 OVER- 6.5 7 5'-2'' 4'-10'' A A 10'-3'' 10'-0'' C D 24 24 24 24 24 24 24 24 8'-2'' 7'-10'' C C 22 22 22 22 22 22 22 22 9'-3'' 9'-0'' C C 23 24 23 24 23 24 23 24 HANG (FT) 6' 7' 8' 9' 7.5 4'-6'' A 9'-9'' D 25 25 25 25 7'-7'' C 23 23 23 23 8'-10'' C 24 24 24 24 0' 3' 3.5' 4' 4.5' 5' TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 10' 11' 12' 13' 14' 15' 5.5' 6' 6.5' 7' 16' 17' 18' 19' 20' 21' 22' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 8 4'-3'' A 9'-7'' D 25 25 25 25 7'-3'' C 23 23 23 23 8'-7'' D 24 24 24 24 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 8.5 4'-0'' A 9'-4'' D 25 25 25 25 7'-1'' C 23 23 23 23 8'-5'' D 25 25 25 25 2' n/a n/a n/a 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 9 9.5 3'-9'' 3'-7'' A A 9'-2'' 9'-0'' D D 26 26 26 26 26 26 26 26 6'-10'' 6'-7'' C C 23 24 23 24 23 24 23 24 8'-2'' 7'-11'' D D 25 25 25 25 25 25 25 25 3' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 8' n/a 8.5' n/a 9' n/a 9.5' n/a 10' 10.5' 10.5' 11' 11' 11.5' 11.5' 12' 12' 12.5' 12.5' 13' 90 MPH EXPOSURE C 25 or 105 MPH EXPOSURE B 3 or 105 MPH EXPOSURE B 3 3.5 11'-4'' 9'-8'' A A 12'-6'' 11'-11'' C C 22 23 22 23 24 24 25 25 10'-10'' 10'-4'' B C 21 22 21 22 23 23 24 24 11'-3'' 10'-9'' C C 22 22 23 22 24 24 26 25 4 4.5 8'-6'' 7'-6'' A A 11'-4'' 10'-11'' C C 24 24 24 24 24 24 25 25 9'-8'' 9'-1'' C C 23 23 23 23 23 23 24 24 10'-3'' 9'-10'' C C 23 24 23 24 24 24 25 25 5 6'-9'' A 10'-7'' C 25 25 25 25 8'-7'' C 23 23 23 23 9'-6'' C 24 24 24 25 5.5 6'-2'' A 10'-3'' C 25 25 25 25 8'-2'' C 24 24 24 24 9'-3'' C 25 25 25 25 6 5'-8'' A 9'-11'' D 26 26 26 26 7'-9'' C 24 24 24 24 8'-11'' C 25 25 25 25 6.5 5'-2'' A 9'-8'' D 26 26 26 26 7'-5'' C 24 24 24 24 8'-9'' C 26 26 26 26 7 4'-10'' A 9'-5'' D 27 27 27 27 7'-2'' C 25 25 25 25 8'-6'' D 26 26 26 26 7.5 4'-6'' A 9'-2'' D 27 27 27 27 6'-11'' C 25 25 25 25 8'-3'' D 26 26 26 26 8 8.5 4'-3'' 4'-0'' A A 9'-0'' 8'-10'' D D 28 28 28 28 28 28 28 28 6'-8'' 6'-5'' C C 25 25 25 25 25 25 25 25 8'-0'' 7'-9'' D D 27 27 27 27 27 27 27 27 9 3'-9'' A 8'-8'' D 28 28 28 28 6'-3'' C 25 25 25 25 7'-6'' D 27 27 27 27 9.5 10 3'-7'' 3'-4'' A A 8'-6'' 8'-4'' D D 29 29 29 29 29 29 29 29 6'-0'' 5'-10'' C C 26 26 26 26 26 26 26 26 7'-4'' 7'-2'' D D 27 28 27 28 27 28 27 28 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.6 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.6 ICC ESR 1398 (2009 IBC) 10/11/2011 TABLE 5.3 Post Requirements for Attached Single Span Structures Post Description Max POST DETAIL Hgt Code Twin 0.062"x1.5"x1.5" Scroll 9' A AC 0.042"x3"x8" Aluminum Post 11' B N30 0.024"Post with Sideplates 12' B N16, BK Clover 0.030"x3"x3" Alum 11' B N11, AH Clover 0.040"x3"x3" Alum 12' B N11, AH Colonial 0.062" Extruded 12' C AE 0.041"x3"x3" Steel Clover 12' D N11, AH 0.041"x3"x3" Steel Clover 8' E N11, AH 3/16"x3"x3" Steel Square 15' H N17, AG 1/4""x3"x3" Steel Square 15' I N17, AG 3/16"x4"x4" Steel Square 15' J N17, AG 1/2"x4"x4" Steel Square 15' K N17, AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.6 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM) TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Max POST Footing Height Code Detail # 0.041"x3"x3" Steel Clover d= 20'' 9' B N11, AH 0.041"x3"x3" Steel Clover d= 21'' 8' B N11, AH 3/16"x3"x3" Steel Square d= 28'' 12' C N17, AG 3/16"x3"x3" Steel Square d= 28'' 8' D N17, AG 1/4""x3"x3" Steel Square d= 28'' 12' D N17, AG 3/16"x4"x4" Steel Square d= 28'' 12' E N17, AG 1/2"x4"x4" Steel Square d= 37'' 12' D N17, AG 1/2"x4"x4" Steel Square d= 31'' 15' D N17, AG Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.6 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 25 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 4"x3" I Beam (Detail Y) 7"x4" I Beam (Detail Q) TABLE 5.7 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) 16 Gauge x3"x8" Steel C (Detail T) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 5.7 TYPE FOOTER SIZE "d" (in) 8' 10' GROUND 12' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD MAX POST (FT) POST ON SLAB FOR (FT) SLAB MAX POST LENGTH MIN SPACING POST (FT) 7"x4" I Beam (Detail Q) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST "d" (in) (FT) 16 Gauge x3"x8" Steel C (Detail T) Attached Freestanding or Structure Multispan Units TYPE SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) 90 MPH EXPOSURE B 10 3 22'-8'' A 10'-10'' A 19 22 23 24 14'-11'' B 21 25 27 28 17'-6'' B 22 27 29 30 LIVE 3.5 19'-5'' A 10'-5'' A 20 21 23 24 14'-5'' B 22 25 27 28 15'-9'' B 23 26 28 29 LOAD 4 17'-0'' A 10'-1'' A 20 21 23 24 13'-11'' B 23 25 26 28 14'-5'' C 23 26 27 ONLY 4.5 15'-1'' A 9'-10'' B 21 21 23 24 13'-6'' C 23 25 26 28 13'-4'' C 23 25 27 5 13'-7'' A 9'-7'' B 21 21 22 24 13'-2'' C 24 25 26 28 12'-4'' C 23 25 26 5.5 12'-4'' A 9'-0'' B 22 22 22 23 30 3 9'-6'' A 9'-11'' B 18 21 23 24 14'-11'' C 21 25 27 28 12'-8'' C 20 25 27 28 3.5 8'-2'' A 8'-10'' B 19 21 22 23 14'-5'' C 22 25 27 28 11'-5'' C 20 24 26 27 29 4 7'-1'' A 8'-0'' B 19 20 22 23 13'-11'' C 23 25 26 28 10'-4'' C 20 24 25 27 28 4.5 6'-4'' A 7'-3'' B 19 20 21 22 13'-1'' C 23 25 26 27 9'-6'' C 21 23 25 26 28 5 5'-8'' A 6'-8'' B 19 20 21 22 12'-1'' C 23 24 26 27 8'-9'' C 21 23 25 26 12'-11'' C 24 25 26 27 11'-6'' C 24 25 26 27 5.5 5'-2'' A 6'-2'' B 19 19 21 22 11'-2'' D 23 24 25 27 8'-0'' C 21 23 24 25 6 11'-4'' A 8'-5'' B 22 22 22 23 12'-7'' C 25 25 26 27 10'-10'' C 24 24 26 27 6 4'-9'' A 5'-9'' C 19 19 20 22 10'-5'' D 23 23 25 26 7'-4'' C 21 22 24 25 6.5 10'-5'' A 7'-10'' B 22 22 22 23 12'-4'' C 26 26 26 27 10'-3'' C 24 24 25 27 6.5 4'-4'' A 5'-4'' C 19 19 20 21 9'-10'' D 24 24 25 26 6'-10'' C 21 22 23 25 7 9'-8'' A 7'-5'' B 22 22 22 23 12'-2'' C 26 26 26 27 9'-8'' C 24 24 25 26 7 4'-1'' A 5'-0'' C 19 19 20 21 9'-3'' D 24 24 24 26 6'-4'' C 21 22 23 24 7.5 9'-1'' A 7'-0'' B 22 22 22 22 11'-11'' C 26 26 26 27 9'-2'' C 24 24 25 26 7.5 3'-9'' A 4'-9'' C 19 19 20 21 8'-9'' D 24 24 24 25 5'-11'' C 21 21 23 24 8 8'-6'' A 6'-8'' B 22 22 22 22 11'-9'' C 27 27 27 27 8'-9'' C 24 24 25 26 8 3'-6'' A 4'-5'' C 19 19 20 21 8'-3'' D 24 24 24 25 5'-6'' C 21 21 22 24 8.5 8'-0'' A 6'-4'' B 22 22 22 22 11'-6'' C 27 27 27 27 8'-4'' C 24 24 24 26 8.5 3'-4'' A 4'-3'' C 20 20 20 21 7'-10'' D 24 24 24 25 5'-3'' C 21 21 22 23 9 7'-6'' A 6'-0'' B 22 22 22 22 11'-0'' D 27 27 27 27 7'-10'' C 24 24 24 25 9 3'-2'' A 4'-0'' C 20 20 20 20 7'-6'' D 24 24 24 24 4'-11'' C 21 21 22 23 9.5 7'-2'' A 5'-9'' B 22 22 22 22 10'-7'' D 27 27 27 27 7'-5'' C 24 24 24 25 9.5 3'-0'' A 3'-10'' C 20 20 20 20 7'-2'' D 24 24 24 24 4'-8'' C 21 21 22 23 10 6'-9'' A 5'-6'' B 23 23 23 23 10'-2'' D 28 28 28 28 7'-1'' C 24 24 24 25 11 6'-2'' A 5'-1'' C 23 23 23 23 9'-5'' D 28 28 28 28 6'-5'' C 24 24 24 24 12 13 5'-8'' 5'-2'' A A 4'-9'' 4'-5'' C C 23 23 23 23 23 23 23 23 8'-9'' 8'-2'' D D 28 28 28 28 28 28 28 28 5'-11'' 5'-5'' C C 25 25 25 25 25 25 25 25 4.5 6'-4'' A 6'-5'' B 20 21 23 24 11'-8'' C 25 26 28 29 8'-5'' C 22 25 27 28 A 10'-0'' 25 26 13'-10'' B 23 27 29 30 15'-9'' C 24 29 30 32 5 5'-8'' A 5'-10'' B 21 21 22 24 10'-9'' D 25 26 27 29 7'-7'' C 22 24 26 27 90 MPH EXPOSURE C LIVE POST WIDTH SPACING REQ'D (PSF) 90 MPH EXPOSURE B 10 TRIB 4"x3" I Beam (Detail Y) Attached Freestanding or Structure Multispan Units 3 22'-8'' 90 MPH EXPOSURE C 30 or 105 MPH EXPOSURE B A 21 23 or 105 MPH EXPOSURE B 3 9'-6'' A 8'-10'' B 20 23 24 25 13'-10'' C 23 27 29 30 11'-5'' C 22 27 28 30 3.5 4 8'-2'' 7'-1'' A A 7'-10'' 7'-1'' B B 20 20 22 22 24 23 25 24 13'-4'' 12'-9'' C C 24 25 27 27 29 28 30 30 10'-3'' 9'-3'' C C 22 22 26 25 28 27 29 28 3.5 19'-5'' A 9'-7'' A 21 23 24 26 13'-4'' C 24 27 29 30 14'-2'' C 24 28 30 31 5.5 5'-2'' A 5'-5'' B 21 21 22 23 9'-11'' D 25 25 27 28 6'-11'' C 22 24 25 27 LOAD 4 17'-0'' A 9'-4'' B 22 23 24 26 12'-11'' C 25 27 28 30 12'-11'' C 25 27 29 31 6 4'-9'' A 5'-0'' B 21 21 22 23 9'-3'' D 25 25 26 28 6'-4'' C 22 23 25 26 ONLY 4.5 15'-1'' A 9'-1'' B 23 23 24 26 12'-6'' C 25 27 28 30 11'-11'' C 25 27 29 30 6.5 4'-4'' A 4'-8'' C 21 21 21 23 8'-8'' D 25 25 26 27 5'-10'' C 22 23 25 26 5 13'-7'' A 8'-6'' B 23 23 24 25 12'-2'' C 26 26 28 29 11'-0'' C 25 26 28 30 7 4'-1'' A 4'-5'' C 21 21 21 23 8'-2'' D 26 26 26 27 5'-5'' C 22 23 24 26 5.5 12'-4'' A 7'-11'' B 23 23 24 25 11'-11'' C 27 27 28 29 10'-3'' C 26 26 28 29 7.5 3'-9'' A 4'-1'' C 21 21 21 22 7'-8'' D 26 26 26 27 5'-1'' C 22 22 24 25 6 11'-4'' A 7'-5'' B 24 24 24 25 11'-8'' C 27 27 28 29 9'-8'' C 26 26 27 29 8 3'-6'' A 3'-11'' C 21 21 21 22 7'-3'' D 26 26 26 27 4'-9'' C 22 22 24 25 6.5 10'-5'' A 6'-11'' B 24 24 24 24 11'-5'' C 28 28 28 29 9'-1'' C 26 26 27 28 8.5 3'-4'' A 3'-8'' C 21 21 21 22 6'-11'' D 26 26 26 26 4'-6'' C 22 22 23 25 7 9'-8'' A 6'-6'' B 24 24 24 24 11'-3'' C 28 28 28 29 8'-7'' C 26 26 27 28 9 3'-2'' A 3'-6'' C 21 21 21 22 6'-7'' D 26 26 26 26 4'-3'' C 22 22 23 25 7.5 9'-1'' A 6'-2'' B 24 24 24 24 11'-0'' D 29 29 29 29 8'-1'' C 26 26 26 28 8 8'-6'' A 5'-10'' C 24 24 24 24 10'-8'' D 29 29 29 29 7'-7'' C 26 26 26 27 8.5 8'-0'' A 5'-6'' C 24 24 24 24 10'-2'' D 29 29 29 29 7'-1'' C 26 26 26 27 9.5 21 22 6'-3'' D 26 26 26 26 4'-0'' C 22 22 23 24 3 7'-2'' 3'-0'' A A 7'-9'' 3'-4'' B 19 22 23 25 13'-10'' C 23 27 29 30 10'-1'' C 21 26 28 29 90 MPH EXPOSURE C 40 C 21 21 or 105 MPH EXPOSURE B 9 7'-6'' A 5'-3'' C 24 24 24 24 9'-8'' D 29 29 29 29 6'-9'' C 26 26 26 27 3.5 6'-2'' A 6'-10'' B 19 21 23 24 12'-5'' C 23 26 28 30 9'-0'' C 21 25 27 28 9.5 7'-2'' A 5'-0'' C 24 24 24 24 9'-3'' D 30 30 30 30 6'-4'' C 26 26 26 26 4 5'-5'' A 6'-2'' B 19 21 22 24 11'-2'' C 24 26 28 29 8'-0'' C 21 25 26 28 10 6'-9'' A 4'-10'' C 24 24 24 24 8'-11'' D 30 30 30 30 6'-1'' C 26 26 26 26 4.5 4'-9'' A 5'-7'' B 19 21 22 23 10'-2'' D 24 25 27 28 7'-2'' C 21 24 26 27 11 6'-2'' A 4'-5'' C 24 24 24 24 8'-3'' D 30 30 30 30 5'-6'' C 26 26 26 26 5 4'-4'' A 5'-1'' B 20 20 22 23 9'-4'' D 24 25 27 28 6'-5'' C 21 24 25 26 12 13 5'-8'' 5'-2'' A A 4'-1'' 3'-10'' C C 24 24 24 24 24 24 24 24 7'-8'' 7'-2'' D D 30 30 30 30 30 30 30 30 5'-1'' 4'-8'' C C 26 26 26 26 26 26 26 26 5.5 6 3'-11'' 3'-7'' A A 4'-8'' 4'-4'' C C 20 20 20 20 21 21 23 23 8'-8'' 8'-1'' D D 24 24 24 24 26 26 27 27 5'-10'' 5'-4'' C C 21 21 23 23 25 24 26 26 6.5 3'-4'' A 4'-0'' C 20 20 21 22 7'-6'' D 24 24 25 27 4'-11'' C 21 22 24 25 28 7 3'-1'' A 3'-9'' C 20 20 21 22 7'-1'' D 24 24 25 26 4'-7'' C 21 22 24 25 90 MPH EXPOSURE B 20 3 11'-10'' A 10'-9'' B 19 22 23 24 14'-11'' C 21 25 27 28 13'-9'' C 20 25 27 LIVE 3.5 10'-2'' A 9'-8'' B 19 21 22 24 14'-5'' C 22 25 27 28 12'-4'' C 21 25 26 28 7.5 2'-10'' A 3'-6'' C 20 20 21 22 6'-8'' D 24 24 25 26 4'-4'' C 21 22 23 25 LOAD 4 8'-11'' A 8'-8'' B 19 21 22 23 13'-11'' C 23 25 26 28 11'-3'' C 21 24 26 27 8 2'-8'' A 3'-4'' C 20 20 20 22 6'-3'' D 25 25 25 26 4'-0'' C 21 21 23 24 ONLY 4.5 5 7'-11'' 7'-1'' A A 7'-11'' 7'-4'' B B 19 20 20 20 22 21 23 23 13'-6'' 13'-2'' C C 23 24 25 25 26 26 28 27 10'-4'' 9'-6'' C C 21 21 24 24 25 25 27 26 8.5 9 2'-6'' 2'-4'' A A 3'-2'' 3'-0'' C C 20 20 20 20 20 20 22 21 5'-11'' 5'-8'' D D 25 25 25 25 25 25 26 25 3'-9'' 3'-7'' C C 21 21 21 21 23 22 24 24 5.5 6'-5'' A 6'-9'' B 20 20 21 22 12'-3'' C 24 24 26 27 8'-10'' C 22 23 25 26 6 5'-11'' A 6'-3'' B 20 20 21 22 11'-5'' C 24 24 25 27 8'-3'' C 22 23 24 26 8'-7'' B 17 21 22 23 14'-11'' C 21 25 27 28 6.5 5'-5'' A 5'-11'' B 20 20 20 22 10'-9'' D 24 24 25 26 7'-7'' C 22 22 24 25 3.5 6'-2'' A 7'-7'' B 18 20 21 23 13'-7'' C 21 25 26 28 7 5'-1'' A 5'-6'' B 20 20 20 21 10'-1'' D 24 24 25 26 7'-1'' C 22 22 23 25 4 5'-5'' A 6'-10'' B 18 20 21 22 12'-4'' C 22 24 26 27 7.5 4'-9'' A 5'-2'' B 20 20 20 21 9'-7'' D 25 25 25 26 6'-7'' C 22 22 23 24 4.5 4'-9'' A 6'-2'' B 18 19 21 22 11'-3'' D 22 24 25 27 8 4'-5'' A 4'-11'' B 20 20 20 21 9'-1'' D 25 25 25 25 6'-2'' C 22 22 23 24 5 4'-4'' A 5'-8'' C 18 19 20 22 10'-4'' D 22 23 25 26 8.5 4'-2'' A 4'-8'' C 20 20 20 21 8'-8'' D 25 25 25 25 5'-10'' C 22 22 23 24 5.5 3'-11'' A 5'-3'' C 18 19 20 21 9'-7'' D 22 23 24 26 9 3'-11'' A 4'-5'' C 20 20 20 21 8'-3'' D 25 25 25 25 5'-6'' C 22 22 22 24 6 3'-7'' A 4'-10'' C 18 18 20 21 8'-11'' D 22 23 24 25 6.5 90 MPH EXPOSURE B 40 3 7'-2'' A 9.5 3'-9'' A 4'-3'' C 20 20 20 21 7'-10'' D 25 25 25 25 5'-3'' C 22 22 22 23 3'-4'' A 4'-6'' C 18 18 20 21 8'-4'' D 22 22 24 25 10 3'-6'' A 4'-0'' C 20 20 20 21 7'-6'' D 25 25 25 25 5'-0'' C 22 22 22 23 7 3'-1'' A 4'-3'' C 18 18 19 21 7'-10'' D 22 22 23 25 11 3'-2'' A 3'-8'' C 20 20 20 20 6'-11'' D 25 25 25 25 4'-6'' C 22 22 22 23 7.5 2'-10'' A 4'-0'' C 18 18 19 20 7'-5'' D 23 23 23 24 12 13 2'-11'' 2'-8'' A A 3'-5'' 3'-2'' C C 20 20 20 20 20 20 20 20 6'-5'' 6'-0'' D D 25 25 25 25 25 25 25 25 4'-2'' 3'-10'' C C 22 22 22 22 22 22 22 22 8 8.5 2'-8'' 2'-6'' A A 3'-9'' 3'-6'' C C 18 18 18 18 19 19 20 20 7'-0'' 6'-8'' D D 23 23 23 23 23 23 24 24 9 2'-4'' A 3'-4'' C 18 18 19 20 6'-4'' D 23 23 23 24 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 26 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 4"x3" I Beam (Detail Y) 7"x4" I Beam (Detail Q) TABLE 5.7 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) 90 MPH EXPOSURE C TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) 16 Gauge x3"x8" Steel C (Detail T) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 5.7 TYPE FOOTER SIZE "d" (in) 8' 10' GROUND 12' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD TRIB POST MAX WIDTH SPACING REQ'D POST (FT) (PSF) or 105 MPH EXPOSURE B POST 4"x3" I Beam (Detail Y) Attached Freestanding or Structure Multispan Units ON SLAB FOR (FT) SLAB 7"x4" I Beam (Detail Q) Attached Freestanding or Structure Multispan Units MAX POST LENGTH MIN SPACING POST FOOTER SIZE 8' 10' 12' CONSTRAINED FOOTER MAX POST 16 Gauge x3"x8" Steel C (Detail T) Attached Freestanding or Structure Multispan Units MAX POST LENGTH MIN FOOTER SPACING POST SIZE 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST FOOTER SIZE 8' 10' 12' CONSTRAINED FOOTER (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) 26 90 MPH EXPOSURE B 20 3 11'-10'' A 9'-11'' B 21 23 25 26 13'-10'' C 23 27 29 30 12'-8'' C 22 27 29 30 3 4'-10'' A 6'-5'' B 16 19 21 22 11'-7'' D 19 24 25 27 8'-5'' C 17 23 24 LIVE 3.5 10'-2'' A 8'-10'' B 21 23 24 25 13'-4'' C 24 27 29 30 11'-5'' C 23 27 28 30 60 3.5 4'-2'' A 5'-7'' C 16 19 20 22 10'-3'' D 20 23 25 26 7'-2'' C 17 22 24 25 LOAD 4 8'-11'' A 8'-0'' B 21 22 24 25 12'-11'' C 25 27 28 30 10'-4'' C 23 26 28 29 4 3'-7'' A 5'-0'' C 16 19 20 21 9'-3'' D 20 23 24 26 6'-4'' C 17 22 23 24 ONLY 4.5 7'-11'' A 7'-3'' B 21 22 23 25 12'-6'' C 25 27 28 30 9'-6'' C 23 26 27 29 4.5 3'-2'' A 4'-6'' C 16 18 20 21 8'-4'' D 20 22 24 25 5'-7'' C 17 21 22 24 5 7'-1'' A 6'-8'' B 21 21 23 24 12'-1'' C 26 26 28 29 8'-9'' C 23 25 27 28 5 2'-11'' A 4'-1'' C 16 18 19 21 7'-8'' D 20 22 23 25 5'-1'' C 17 21 22 23 5.5 6'-5'' A 6'-2'' B 22 22 22 24 11'-2'' D 26 26 28 29 8'-0'' C 24 25 26 28 5.5 2'-7'' A 3'-9'' C 16 18 19 20 7'-1'' D 20 22 23 24 4'-7'' C 17 20 22 23 22 6 5'-11'' A 5'-9'' B 22 22 22 24 10'-5'' D 26 26 27 29 7'-4'' C 24 24 26 27 6 2'-5'' A 3'-6'' C 16 17 19 20 6'-7'' D 20 21 23 24 4'-3'' C 17 20 21 6.5 5'-5'' A 5'-4'' C 22 22 22 23 9'-10'' D 27 27 27 28 6'-10'' C 24 24 25 27 6.5 2'-2'' A 3'-3'' C 16 17 19 20 6'-1'' D 20 21 22 24 3'-11'' C 17 20 21 22 7 5'-1'' A 5'-0'' C 22 22 22 23 9'-3'' D 27 27 27 28 6'-4'' C 24 24 25 26 7 2'-1'' A 3'-0'' C 16 17 18 20 5'-8'' D 20 21 22 23 3'-7'' C 17 19 21 22 7.5 4'-9'' A 4'-9'' C 22 22 22 23 8'-9'' D 27 27 27 28 5'-11'' C 24 24 25 26 7.5 1'-11'' A 2'-10'' C 16 17 18 20 5'-4'' D 20 20 22 23 3'-4'' C 17 19 20 22 8 8.5 4'-5'' 4'-2'' A A 4'-5'' 4'-3'' C C 22 22 22 22 22 22 23 22 8'-3'' 7'-10'' D D 27 27 27 27 27 27 27 27 5'-6'' 5'-3'' C C 24 24 24 24 24 24 26 25 8 8.5 1'-9'' 1'-8'' A A 2'-8'' 2'-6'' C C 16 16 17 17 18 18 19 19 5'-1'' 4'-9'' D D 20 20 20 20 22 21 23 23 3'-2'' 3'-0'' C C 17 17 19 19 20 20 21 21 9 3'-11'' A 4'-0'' C 22 22 22 22 7'-6'' D 27 27 27 27 4'-11'' C 24 24 24 25 9.5 3'-9'' A 3'-10'' C 22 22 22 22 7'-2'' D 27 27 27 27 4'-8'' C 24 24 24 25 90 MPH EXPOSURE C 10 11 3'-6'' 3'-2'' A A 3'-8'' 3'-4'' C C 22 22 22 22 22 22 22 22 6'-10'' 6'-3'' D D 27 27 27 27 27 27 27 27 4'-5'' 4'-0'' C C 24 24 24 24 24 24 25 24 4.5 3'-2'' A 4'-6'' C 18 20 21 23 8'-4'' D 22 24 26 27 5'-7'' C 20 23 24 26 14'-11'' C 21 25 27 28 13'-9'' C 20 25 27 28 5 2'-11'' A 4'-1'' C 18 20 21 22 7'-8'' D 22 24 25 27 5'-1'' C 20 22 24 25 60 90 MPH EXPOSURE B 25 4'-10'' A 6'-5'' B 18 21 23 24 11'-7'' D 22 26 28 29 8'-5'' C 19 25 27 28 3.5 4 4'-2'' 3'-7'' A A 5'-7'' 5'-0'' C C 18 18 21 20 22 22 23 23 10'-3'' 9'-3'' D D 22 22 25 25 27 26 28 28 7'-2'' 6'-4'' C C 20 20 24 23 26 25 27 26 3 11'-4'' A 10'-9'' B 19 22 23 24 3.5 9'-8'' A 9'-8'' B 19 21 22 24 14'-5'' C 22 25 27 28 12'-4'' C 21 25 26 28 5.5 2'-7'' A 3'-9'' C 18 19 21 22 7'-1'' D 23 23 25 26 4'-7'' C 20 22 24 25 4 8'-6'' A 8'-8'' B 19 21 22 23 13'-11'' C 23 25 26 28 11'-3'' C 21 24 26 27 6 2'-5'' A 3'-6'' C 18 19 21 22 6'-7'' D 23 23 25 26 4'-3'' C 20 22 23 25 4.5 5 7'-6'' 6'-9'' A A 7'-11'' 7'-4'' B B 19 20 20 20 22 21 23 23 13'-6'' 13'-2'' C C 23 24 25 25 26 26 28 27 10'-4'' 9'-6'' C C 21 21 24 24 25 25 27 26 6.5 7 2'-2'' 2'-1'' A A 3'-3'' 3'-0'' C C 18 18 19 19 20 20 22 22 6'-1'' 5'-8'' D D 23 23 23 23 24 24 26 25 3'-11'' 3'-7'' C C 20 20 21 21 23 23 24 24 5.5 6'-2'' A 6'-9'' B 20 20 21 22 12'-3'' C 24 24 26 27 8'-10'' C 22 23 25 26 6 5'-8'' A 6'-3'' B 20 20 21 22 11'-5'' D 24 24 25 27 8'-3'' C 22 23 24 26 OVER- 6.5 7 5'-2'' 4'-10'' A A 5'-11'' 5'-6'' B C 20 20 20 20 20 20 22 21 10'-9'' 10'-1'' D D 24 24 24 24 25 25 26 26 7'-7'' 7'-1'' C C 22 22 22 22 24 23 25 25 HANG (FT) 6' 7' 8' 9' 7.5 4'-6'' A 5'-2'' C 20 20 20 21 9'-7'' D 25 25 25 26 6'-7'' C 22 22 23 24 0' 3' 3.5' 4' 4.5' 5' TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 10' 11' 12' 13' 14' 15' 5.5' 6' 6.5' 7' 16' 17' 18' 19' 20' 21' 22' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 8 4'-3'' A 4'-11'' C 20 20 20 21 9'-1'' D 25 25 25 25 6'-2'' C 22 22 23 24 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 8.5 4'-0'' A 4'-8'' C 20 20 20 21 8'-8'' D 25 25 25 25 5'-10'' C 22 22 23 24 2' n/a n/a n/a 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 9 9.5 3'-9'' 3'-7'' A A 4'-5'' 4'-3'' C C 20 20 20 20 20 20 21 21 8'-3'' 7'-10'' D D 25 25 25 25 25 25 25 25 5'-6'' 5'-3'' C C 22 22 22 22 22 22 24 23 3' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 8' n/a 8.5' n/a 9' n/a 9.5' n/a 10' 10.5' 10.5' 11' 11' 11.5' 11.5' 12' 12' 12.5' 12.5' 13' 90 MPH EXPOSURE C 25 or 105 MPH EXPOSURE B 3 or 105 MPH EXPOSURE B 3 3.5 11'-4'' 9'-8'' A A 9'-6'' 8'-6'' B B 20 21 23 22 24 24 26 25 13'-10'' 13'-4'' C C 23 24 27 27 29 29 30 30 12'-3'' 11'-0'' C C 22 22 27 26 29 28 30 30 4 4.5 8'-6'' 7'-6'' A A 7'-8'' 6'-11'' B B 21 21 22 21 23 23 25 24 12'-11'' 12'-6'' C C 25 25 27 27 28 28 30 30 9'-11'' 9'-1'' C C 23 23 26 25 27 27 29 28 5 6'-9'' A 6'-4'' B 21 21 23 24 11'-7'' C 26 26 28 29 8'-4'' C 23 25 26 28 5.5 6'-2'' A 5'-11'' B 21 21 22 24 10'-9'' C 26 26 27 29 7'-7'' C 23 24 26 27 6 5'-8'' A 5'-6'' B 21 21 22 23 10'-0'' D 26 26 27 28 7'-0'' C 23 24 26 27 6.5 5'-2'' A 5'-1'' B 21 21 22 23 9'-5'' D 26 26 27 28 6'-5'' C 23 24 25 27 7 4'-10'' A 4'-9'' C 21 21 22 23 8'-10'' D 26 26 26 28 6'-0'' C 23 23 25 26 7.5 4'-6'' A 4'-6'' C 22 22 22 23 8'-4'' D 26 26 26 27 5'-7'' C 23 23 24 26 8 8.5 4'-3'' 4'-0'' A A 4'-3'' 4'-0'' C C 22 22 22 22 22 22 23 22 7'-11'' 7'-6'' D D 27 27 27 27 27 27 27 27 5'-3'' 4'-11'' C C 23 23 23 23 24 24 25 25 9 3'-9'' A 3'-10'' C 22 22 22 22 7'-2'' D 27 27 27 27 4'-8'' C 23 23 24 25 9.5 10 3'-7'' 3'-4'' A A 3'-8'' 3'-6'' C C 22 22 22 22 22 22 22 22 6'-10'' 6'-6'' D D 27 27 27 27 27 27 27 27 4'-5'' 4'-2'' C C 23 23 23 23 23 23 25 25 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.7 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.7 ICC ESR 1398 (2009 IBC) 10/11/2011 TABLE 5.3 Post Requirements for Attached Single Span Structures Post Description Max POST Detail Hgt Code Twin 0.062"x1.5"x1.5" Scroll 9' A AC 0.042"x3"x8" Aluminum Post 11' B N30 0.024"Post with Sideplates 12' B N16, BK Clover 0.030"x3"x3" Alum 11' B N11, AH Clover 0.040"x3"x3" Alum 12' B N11, AH Colonial 0.062" Extruded 12' C AE 0.041"x3"x3" Steel Clover 12' D N11, AH 0.041"x3"x3" Steel Clover 8' E N11, AH 3/16"x3"x3" Steel Square 15' H N17, AG 1/4""x3"x3" Steel Square 15' I N17, AG 3/16"x4"x4" Steel Square 15' J N17, AG 1/2"x4"x4" Steel Square 15' K N17, AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.7 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM) TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Max POST Footing Height Code Detail # 0.041"x3"x3" Steel Clover d= 20'' 9' B N11, AH 0.041"x3"x3" Steel Clover d= 21'' 8' B N11, AH 3/16"x3"x3" Steel Square d= 28'' 12' C N17, AG 3/16"x3"x3" Steel Square d= 28'' 8' D N17, AG 1/4""x3"x3" Steel Square d= 28'' 12' D N17, AG 3/16"x4"x4" Steel Square d= 28'' 12' E N17, AG 1/2"x4"x4" Steel Square d= 37'' 12' D N17, AG 1/2"x4"x4" Steel Square d= 31'' 15' D N17, AG Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.7 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 27 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 12 Gauge x3"x8" Steel C (Detail T) Double 16Ga x3"x8" Steel C (Detail T and AY) Double 12Ga 3"x8" Steel C Beam (T and AY) TABLE 5.8 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 12' 15' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 5.8 TYPE FOOTER SIZE "d" (in) 8' 12' GROUND 15' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD MAX POST (FT) POST ON SLAB FOR (FT) SLAB MAX POST LENGTH MIN SPACING POST (FT) Double 16Ga x3"x8" Steel C (Detail T and AYDouble 12Ga 3"x8" Steel C Beam (T and AY Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) TYPE SIZE "d" (in) 8' 12' 15' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) 90 MPH EXPOSURE B 10 5 13'-7'' A 22'-11'' D 29 29 32 34 22'-4'' D 28 29 32 34 28'-11'' D 31 31 34 36 LIVE 5.5 12'-4'' A 22'-0'' D 29 29 32 33 21'-8'' D 29 29 31 33 28'-0'' D 32 32 33 35 LOAD 6 11'-4'' A 20'-11'' D 30 30 31 33 21'-1'' D 30 30 31 33 27'-2'' D 32 32 33 ONLY 6.5 10'-5'' A 19'-11'' D 30 30 31 33 20'-6'' D 30 30 31 33 26'-6'' D 33 33 33 7 9'-8'' A 19'-0'' D 30 30 31 32 20'-0'' D 31 31 31 33 25'-10'' D 33 33 7.5 9'-1'' A 18'-3'' D 30 30 30 D 31 31 31 33 25'-3'' D 34 34 30 5 5'-8'' A 17'-6'' D 26 27 30 32 18'-10'' D 27 27 30 32 24'-6'' D 29 29 32 34 5.5 5'-2'' A 16'-6'' D 27 27 30 31 17'-11'' D 27 27 30 32 23'-9'' E 30 30 32 34 35 6 4'-9'' A 15'-8'' D 27 27 29 31 17'-2'' D 28 28 30 32 23'-1'' E 31 31 32 34 35 6.5 4'-4'' A 14'-10'' D 27 27 29 31 16'-5'' D 28 28 30 31 22'-5'' E 31 31 32 34 33 35 7 4'-1'' A 14'-2'' D 27 27 29 30 15'-9'' D 28 28 29 31 21'-11'' E 32 32 32 33 34 35 32 19'-6'' 7.5 3'-9'' A 13'-7'' D 28 28 28 30 15'-2'' D 29 29 29 31 21'-5'' E 32 32 32 33 8 8'-6'' A 17'-7'' D 31 31 31 32 18'-10'' D 31 31 31 32 24'-8'' D 34 34 34 34 8 3'-6'' A 13'-0'' D 28 28 28 30 14'-8'' D 29 29 29 31 20'-11'' E 33 33 33 33 8.5 8'-0'' A 16'-11'' D 31 31 31 32 18'-3'' D 32 32 32 32 24'-2'' E 35 35 35 35 8.5 3'-4'' A 12'-6'' D 28 28 28 30 14'-2'' D 29 29 29 30 20'-6'' E 33 33 33 33 9 7'-6'' A 16'-4'' D 31 31 31 31 17'-9'' D 32 32 32 32 23'-9'' E 35 35 35 35 9 3'-2'' A 12'-0'' D 28 28 28 29 13'-9'' E 29 29 29 30 20'-2'' E 33 33 33 33 9.5 7'-2'' A 15'-9'' D 31 31 31 31 17'-3'' D 32 32 32 32 23'-4'' E 36 36 36 36 9.5 3'-0'' A 11'-7'' D 28 28 28 29 13'-4'' E 30 30 30 30 19'-9'' E 34 34 34 34 10 6'-9'' A 15'-3'' D 32 32 32 32 16'-9'' D 33 33 33 33 22'-11'' E 36 36 36 36 10 2'-10'' A 11'-2'' D 29 29 29 29 13'-0'' E 30 30 30 30 19'-5'' E 34 34 34 34 10.5 6'-5'' A 14'-9'' D 32 32 32 32 16'-4'' D 33 33 33 33 22'-7'' E 37 37 37 37 10.5 2'-8'' A 10'-10'' D 29 29 29 29 12'-7'' E 30 30 30 30 19'-2'' E 35 35 35 35 11 6'-2'' A 14'-4'' D 32 32 32 32 15'-11'' D 33 33 33 33 22'-2'' E 37 37 37 37 11 2'-7'' A 10'-6'' D 29 29 29 29 12'-3'' E 30 30 30 30 18'-10'' E 35 35 35 35 11.5 5'-11'' A 13'-11'' D 32 32 32 32 15'-7'' D 33 33 33 33 21'-11'' E 37 37 37 37 11.5 2'-5'' A 10'-2'' D 29 29 29 29 12'-0'' E 31 31 31 31 18'-7'' E 35 35 35 35 12 5'-8'' A 13'-7'' D 32 32 32 32 15'-3'' D 34 34 34 34 21'-7'' E 38 38 38 38 13 5'-2'' A 12'-10'' D 33 33 33 33 14'-7'' D 34 34 34 34 21'-0'' E 38 38 38 38 14 15 4'-10'' 4'-6'' A A 12'-3'' 11'-8'' D D 33 33 33 33 33 33 33 33 14'-0'' 13'-5'' D E 34 35 34 35 34 35 34 35 20'-6'' 20'-0'' E E 39 40 39 40 39 40 39 40 6.5 4'-4'' A 13'-6'' D 30 30 31 33 15'-2'' D 31 31 32 34 21'-4'' E 34 34 34 36 A 21'-2'' 34 36 21'-2'' D 31 31 34 36 27'-4'' D 34 34 36 38 7 4'-1'' A 12'-10'' D 30 30 31 32 14'-7'' D 31 31 31 33 20'-10'' E 35 35 35 36 90 MPH EXPOSURE C LIVE POST WIDTH SPACING REQ'D (PSF) 90 MPH EXPOSURE B 10 TRIB 12 Gauge x3"x8" Steel C (Detail T) Attached Freestanding or Structure Multispan Units 5 13'-7'' 90 MPH EXPOSURE C 30 or 105 MPH EXPOSURE B D 31 31 or 105 MPH EXPOSURE B 5 5'-8'' A 16'-0'' D 29 29 32 34 17'-5'' D 29 29 33 35 23'-3'' E 32 32 35 37 5.5 6 5'-2'' 4'-9'' A A 15'-0'' 14'-3'' D D 29 29 29 29 32 31 34 33 16'-7'' 15'-10'' D D 30 30 30 30 32 32 34 34 22'-7'' 21'-11'' E E 33 34 33 34 35 34 37 36 5.5 12'-4'' A 20'-0'' D 32 32 34 36 20'-6'' D 32 32 34 36 26'-6'' D 35 35 36 38 7.5 3'-9'' A 12'-3'' D 30 30 30 32 14'-0'' D 31 31 31 33 20'-4'' E 35 35 35 36 LOAD 6 11'-4'' A 19'-0'' D 32 32 33 35 19'-11'' D 33 33 34 36 25'-9'' D 36 36 36 38 8 3'-6'' A 11'-9'' D 30 30 30 32 13'-6'' D 32 32 32 33 19'-11'' E 36 36 36 36 ONLY 6.5 10'-5'' A 18'-1'' D 33 33 33 35 19'-4'' D 33 33 33 35 25'-0'' D 36 36 36 38 8.5 3'-4'' A 11'-4'' D 30 30 30 32 13'-1'' E 32 32 32 33 19'-6'' E 36 36 36 36 7 9'-8'' A 17'-3'' D 33 33 33 35 18'-7'' D 34 34 34 35 24'-5'' E 37 37 37 37 9 3'-2'' A 10'-10'' D 31 31 31 31 12'-8'' E 32 32 32 32 19'-2'' E 37 37 37 37 7.5 9'-1'' A 16'-7'' D 33 33 33 34 17'-11'' D 34 34 34 35 23'-10'' E 37 37 37 37 9.5 3'-0'' A 10'-6'' D 31 31 31 31 12'-3'' E 32 32 32 32 18'-9'' E 37 37 37 37 8 8'-6'' A 15'-11'' D 33 33 33 34 17'-4'' D 34 34 34 35 23'-4'' E 38 38 38 38 10 2'-10'' A 10'-1'' D 31 31 31 31 11'-11'' E 33 33 33 33 18'-6'' E 38 38 38 38 8.5 8'-0'' A 15'-3'' D 34 34 34 34 16'-10'' D 35 35 35 35 22'-11'' E 38 38 38 38 10.5 2'-8'' A 9'-9'' D 31 31 31 31 11'-7'' E 33 33 33 33 18'-2'' E 38 38 38 38 9 7'-6'' A 14'-9'' D 34 34 34 34 16'-4'' D 35 35 35 35 22'-5'' E 39 39 39 39 9.5 7'-2'' A 14'-3'' D 34 34 34 34 15'-10'' D 35 35 35 35 22'-1'' E 39 39 39 39 10 6'-9'' A 13'-9'' D 34 34 34 34 15'-5'' D 36 36 36 36 21'-8'' E 40 40 40 40 11 2'-7'' A 9'-6'' 11.5 2'-5'' A 9'-2'' 90 MPH EXPOSURE C 40 D 31 31 31 31 11'-3'' E 33 33 33 33 17'-11'' E 39 39 39 39 D 31 31 31 31 11'-0'' E 33 33 33 33 17'-6'' E 39 39 39 39 37 or 105 MPH EXPOSURE B 10.5 6'-5'' A 13'-4'' D 35 35 35 35 15'-0'' D 36 36 36 36 21'-4'' E 40 40 40 40 5 4'-4'' A 14'-4'' D 28 28 31 33 15'-11'' D 29 29 32 34 22'-0'' E 32 32 34 11 6'-2'' A 12'-11'' D 35 35 35 35 14'-8'' D 36 36 36 36 21'-0'' E 41 41 41 41 5.5 3'-11'' A 13'-6'' D 28 28 31 33 15'-2'' D 29 29 32 34 21'-3'' E 32 32 34 36 11.5 5'-11'' A 12'-7'' D 35 35 35 35 14'-3'' D 36 36 36 36 20'-8'' E 41 41 41 41 6 3'-7'' A 12'-9'' D 28 28 30 32 14'-5'' D 29 29 31 33 20'-8'' E 33 33 34 36 12 5'-8'' A 12'-3'' D 35 35 35 35 13'-11'' E 37 37 37 37 20'-5'' E 42 42 42 42 6.5 3'-4'' A 12'-1'' D 28 28 30 32 13'-10'' D 30 30 31 33 20'-1'' E 34 34 34 36 13 5'-2'' A 11'-7'' D 35 35 35 35 13'-4'' E 37 37 37 37 19'-10'' E 42 42 42 42 7 3'-1'' A 11'-6'' D 29 29 30 32 13'-3'' E 30 30 31 33 19'-8'' E 34 34 34 36 14 15 4'-10'' 4'-6'' A A 11'-0'' 10'-6'' D D 36 36 36 36 36 36 36 36 12'-10'' 12'-4'' E E 37 38 37 38 37 38 37 38 19'-5'' 18'-11'' E E 43 44 43 44 43 44 43 44 7.5 8 2'-10'' 2'-8'' A A 11'-0'' 10'-6'' D D 29 29 29 29 30 29 31 31 12'-9'' 12'-3'' E E 30 31 30 31 30 31 32 32 19'-2'' 18'-9'' E E 35 35 35 35 35 35 35 35 8.5 2'-6'' A 10'-1'' D 29 29 29 31 11'-10'' E 31 31 31 32 18'-5'' E 36 36 36 36 2'-4'' A 9'-8'' D 29 29 29 31 11'-6'' E 31 31 31 32 18'-1'' E 36 36 36 36 90 MPH EXPOSURE B 20 5 7'-1'' A 18'-10'' D 27 27 30 32 19'-9'' D 27 28 31 33 25'-6'' D 30 30 33 35 9 LIVE 5.5 6'-5'' A 17'-9'' D 27 27 30 32 19'-0'' D 28 28 31 32 24'-8'' D 30 30 32 34 9.5 2'-3'' A 9'-4'' D 30 30 30 30 11'-1'' E 31 31 31 32 17'-8'' E 37 37 37 37 LOAD 6 5'-11'' A 16'-10'' D 28 28 30 32 18'-2'' D 28 28 30 32 24'-0'' E 31 31 32 34 10 2'-2'' A 9'-0'' D 30 30 30 30 10'-9'' E 32 32 32 32 17'-3'' E 37 37 37 37 ONLY 6.5 7 5'-5'' 5'-1'' A A 16'-0'' 15'-3'' D D 28 28 28 28 29 29 31 31 17'-5'' 16'-9'' D D 29 29 29 29 30 30 32 32 23'-4'' 22'-9'' E E 32 32 32 32 32 32 34 34 10.5 11 2'-0'' 1'-11'' A A 8'-8'' 8'-5'' D E 30 30 30 30 30 30 30 30 10'-6'' 10'-2'' E E 32 32 32 32 32 32 32 32 16'-10'' 16'-5'' E E 37 38 37 38 37 38 37 38 7.5 4'-9'' A 14'-7'' D 28 28 29 31 16'-2'' D 29 29 29 31 22'-3'' E 33 33 33 34 8 4'-5'' A 14'-0'' D 28 28 29 30 15'-7'' D 30 30 30 31 21'-10'' E 33 33 33 33 5 4'-4'' A 15'-6'' D 25 26 29 31 17'-0'' D 26 27 30 32 8.5 4'-2'' A 13'-5'' D 29 29 29 30 15'-1'' D 30 30 30 31 21'-4'' E 33 33 33 33 5.5 3'-11'' A 14'-7'' D 26 26 29 31 16'-2'' D 26 26 29 31 9 3'-11'' A 12'-11'' D 29 29 29 30 14'-8'' D 30 30 30 31 20'-11'' E 34 34 34 34 6 3'-7'' A 13'-10'' D 26 26 28 30 15'-5'' D 27 27 29 31 9.5 3'-9'' A 12'-6'' D 29 29 29 30 14'-3'' D 30 30 30 30 20'-7'' E 34 34 34 34 6.5 3'-4'' A 13'-1'' D 26 26 28 30 14'-9'' D 27 27 29 31 30 90 MPH EXPOSURE B 40 10 3'-6'' A 12'-1'' D 29 29 29 29 13'-10'' D 31 31 31 31 20'-3'' E 35 35 35 35 7 3'-1'' A 12'-6'' D 26 26 28 30 14'-2'' D 27 27 29 10.5 3'-4'' A 11'-8'' D 29 29 29 29 13'-5'' D 31 31 31 31 19'-11'' E 35 35 35 35 7.5 2'-10'' A 11'-11'' D 26 26 28 29 13'-8'' E 28 28 28 30 11 3'-2'' A 11'-4'' D 30 30 30 30 13'-1'' E 31 31 31 31 19'-7'' E 35 35 35 35 8 2'-8'' A 11'-5'' D 27 27 27 29 13'-2'' E 28 28 28 30 11.5 3'-1'' A 11'-0'' D 30 30 30 30 12'-9'' E 31 31 31 31 19'-4'' E 36 36 36 36 8.5 2'-6'' A 10'-11'' D 27 27 27 29 12'-9'' E 28 28 28 30 12 2'-11'' A 10'-8'' D 30 30 30 30 12'-6'' E 31 31 31 31 19'-0'' E 36 36 36 36 9 2'-4'' A 10'-6'' D 27 27 27 29 12'-4'' E 28 28 28 30 13 2'-8'' A 10'-1'' D 30 30 30 30 11'-11'' E 32 32 32 32 18'-6'' E 37 37 37 37 9.5 2'-3'' A 10'-2'' D 27 27 27 28 11'-11'' E 29 29 29 29 14 15 2'-6'' 2'-4'' A A 9'-7'' 9'-2'' D D 30 31 30 31 30 31 30 31 11'-5'' 11'-0'' E E 32 32 32 32 32 32 32 32 18'-1'' 17'-6'' E E 37 38 37 38 37 38 37 38 10 10.5 2'-2'' 2'-0'' A A 9'-10'' 9'-6'' D D 27 27 27 27 27 27 28 28 11'-7'' 11'-3'' E E 29 29 29 29 29 29 29 29 11 1'-11'' A 9'-2'' E 28 28 28 28 11'-0'' E 29 29 29 29 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 28 of 60 SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS 12 Gauge x3"x8" Steel C (Detail T) Double 16Ga x3"x8" Steel C (Detail T and AY) Double 12Ga 3"x8" Steel C Beam (T and AY) TABLE 5.8 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) 90 MPH EXPOSURE C TYPE FOOTER SIZE "d" (in) 8' 12' 15' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 5.8 TYPE FOOTER SIZE "d" (in) 8' 12' GROUND 15' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD TRIB POST MAX WIDTH SPACING REQ'D POST (FT) (PSF) or 105 MPH EXPOSURE B POST 12 Gauge x3"x8" Steel C (Detail T) Attached Freestanding or Structure Multispan Units ON SLAB FOR (FT) SLAB Double 16Ga x3"x8" Steel C (Detail T and AYDouble 12Ga 3"x8" Steel C Beam (T and AY Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units MAX POST LENGTH MIN SPACING POST FOOTER SIZE 8' 12' 15' CONSTRAINED FOOTER MAX POST MAX POST LENGTH MIN FOOTER SPACING POST SIZE 8' 12' 15' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST FOOTER SIZE 8' 12' 15' CONSTRAINED FOOTER (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) (FT) TYPE "d" (in) "d" (in) "d" (in) "d" (in) 90 MPH EXPOSURE B 20 5 7'-1'' A 17'-6'' D 30 30 33 35 18'-10'' D 30 30 33 35 24'-6'' D 33 33 35 37 5 2'-11'' A 12'-3'' D 23 25 28 29 14'-0'' D 24 26 29 30 20'-3'' E 28 28 31 33 LIVE 5.5 6'-5'' A 16'-6'' D 30 30 32 34 17'-11'' D 31 31 33 35 23'-9'' E 34 34 35 37 60 5.5 2'-7'' A 11'-6'' D 24 24 27 29 13'-3'' E 25 25 28 30 19'-7'' E 28 28 31 33 LOAD 6 5'-11'' A 15'-8'' D 30 30 32 34 17'-2'' D 31 31 33 35 23'-1'' E 34 34 35 37 6 2'-5'' A 10'-10'' D 24 24 27 29 12'-7'' E 25 25 28 30 19'-0'' E 29 29 31 32 ONLY 6.5 5'-5'' A 14'-10'' D 30 30 32 34 16'-5'' D 32 32 32 34 22'-5'' E 35 35 35 37 6.5 2'-2'' A 10'-3'' D 24 24 27 28 12'-1'' E 25 25 28 29 18'-6'' E 29 29 30 32 7 5'-1'' A 14'-2'' D 31 31 31 33 15'-9'' D 32 32 32 34 21'-11'' E 36 36 36 36 7 2'-1'' A 9'-9'' D 24 24 26 28 11'-6'' E 26 26 27 29 18'-1'' E 30 30 30 32 7.5 4'-9'' A 13'-7'' D 31 31 31 33 15'-2'' D 32 32 32 34 21'-5'' E 36 36 36 36 7.5 1'-11'' A 9'-3'' D 24 24 26 28 11'-1'' E 26 26 27 29 17'-8'' E 30 30 30 32 8 4'-5'' A 13'-0'' D 31 31 31 33 14'-8'' D 33 33 33 33 20'-11'' E 37 37 37 37 8 1'-9'' A 8'-10'' E 24 24 26 28 10'-8'' E 26 26 27 29 17'-1'' E 30 30 30 32 8.5 4'-2'' A 12'-6'' D 31 31 31 32 14'-2'' D 33 33 33 33 20'-6'' E 37 37 37 37 8.5 1'-8'' A 8'-6'' E 25 25 26 27 10'-3'' E 26 26 27 28 16'-7'' H 31 31 31 31 9 3'-11'' A 12'-0'' D 32 32 32 32 13'-9'' E 33 33 33 33 20'-2'' E 38 38 38 38 9 1'-7'' A 8'-2'' E 25 25 25 27 9'-11'' E 26 26 27 28 16'-1'' H 31 31 31 31 9.5 3'-9'' A 11'-7'' D 32 32 32 32 13'-4'' E 33 33 33 33 19'-9'' E 38 38 38 38 9.5 1'-6'' A 7'-10'' E 25 25 25 27 9'-7'' E 27 27 27 28 15'-8'' H 31 31 31 31 10 10.5 3'-6'' 3'-4'' A A 11'-2'' 10'-10'' D D 32 32 32 32 32 32 32 32 13'-0'' 12'-7'' E E 34 34 34 34 34 34 34 34 19'-5'' 19'-2'' E E 38 39 38 39 38 39 38 39 10 10.5 1'-5'' 1'-4'' A A 7'-7'' 7'-2'' E E 25 25 25 25 25 25 27 27 9'-4'' 9'-0'' E E 27 27 27 27 27 27 28 28 15'-3'' 14'-11'' H H 32 32 32 32 32 32 32 32 11 3'-2'' A 10'-6'' D 32 32 32 32 12'-3'' E 34 34 34 34 18'-10'' E 39 39 39 39 11.5 3'-1'' A 10'-2'' D 33 33 33 33 12'-0'' E 34 34 34 34 18'-7'' E 40 40 40 40 12 13 2'-11'' 2'-8'' A A 9'-11'' 9'-4'' D D 33 33 33 33 33 33 33 33 11'-8'' 11'-2'' E E 35 35 35 35 35 35 35 35 18'-4'' 17'-9'' E E 40 41 40 41 40 41 40 41 90 MPH EXPOSURE C 60 90 MPH EXPOSURE B 25 5 6'-9'' A 5.5 6'-2'' 6 5'-8'' 6.5 7 2'-11'' A 12'-3'' D 26 27 30 32 14'-0'' E 27 28 31 33 20'-3'' E 31 31 34 36 5.5 6 2'-7'' 2'-5'' A A 11'-6'' 10'-10'' D D 26 27 27 27 30 29 32 31 13'-3'' 12'-7'' E E 28 28 28 28 31 30 33 32 19'-7'' 19'-0'' E E 32 32 32 32 34 33 36 35 6.5 2'-2'' A 10'-3'' D 27 27 29 31 12'-1'' E 28 28 30 32 18'-6'' E 33 33 33 35 A 9'-9'' D 27 27 29 31 11'-6'' E 29 29 30 32 18'-1'' E 33 33 33 35 18'-10'' D 27 27 30 32 19'-9'' D 27 28 31 33 25'-6'' D 30 30 33 35 7 2'-1'' A 17'-9'' D 27 27 30 32 19'-0'' D 28 28 31 32 24'-8'' D 30 30 32 34 7.5 1'-11'' A 9'-3'' E 27 27 28 30 11'-1'' E 29 29 30 31 17'-8'' E 34 34 34 35 A 16'-10'' D 28 28 30 32 18'-2'' D 28 28 30 32 24'-0'' E 31 31 32 34 8 1'-9'' A 8'-10'' E 28 28 28 30 10'-8'' E 29 29 29 31 17'-1'' E 34 34 34 35 5'-2'' 4'-10'' A A 16'-0'' 15'-3'' D D 28 28 28 28 29 29 31 31 17'-5'' 16'-9'' D D 29 29 29 29 30 30 32 32 23'-4'' 22'-9'' E E 32 32 32 32 32 32 34 34 8.5 9 1'-8'' 1'-7'' A A 8'-6'' 8'-2'' E E 28 28 28 28 28 28 30 30 10'-3'' 9'-11'' E E 30 30 30 30 30 30 31 31 16'-7'' 16'-1'' H H 35 35 35 35 35 35 35 35 7.5 4'-6'' A 14'-7'' D 28 28 29 31 16'-2'' D 29 29 29 31 22'-3'' E 33 33 33 34 8 4'-3'' A 14'-0'' D 28 28 29 30 15'-7'' D 30 30 30 31 21'-10'' E 33 33 33 33 OVER- 8.5 9 4'-0'' 3'-9'' A A 13'-5'' 12'-11'' D D 29 29 29 29 29 29 30 30 15'-1'' 14'-8'' D D 30 30 30 30 30 30 31 31 21'-4'' 20'-11'' E E 33 34 33 34 33 34 33 34 HANG (FT) 6' 7' 8' 9' 9.5 3'-7'' A 12'-6'' D 29 29 29 30 14'-3'' D 30 30 30 30 20'-7'' E 34 34 34 34 0' 3' 3.5' 4' 4.5' 5' TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 10' 11' 12' 13' 14' 15' 5.5' 6' 6.5' 7' 16' 17' 18' 19' 20' 21' 22' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 10 3'-4'' A 12'-1'' D 29 29 29 29 13'-10'' E 31 31 31 31 20'-3'' E 35 35 35 35 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 10.5 3'-2'' A 11'-8'' D 29 29 29 29 13'-5'' E 31 31 31 31 19'-11'' E 35 35 35 35 2' n/a n/a n/a 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 11 11.5 3'-1'' 2'-11'' A A 11'-4'' 11'-0'' D D 30 30 30 30 30 30 30 30 13'-1'' 12'-9'' E E 31 31 31 31 31 31 31 31 19'-7'' 19'-4'' E E 35 36 35 36 35 36 35 36 3' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 8' n/a 8.5' n/a 9' n/a 9.5' n/a 10' 10.5' 10.5' 11' 11' 11.5' 11.5' 12' 12' 12.5' 12.5' 13' 90 MPH EXPOSURE C 25 or 105 MPH EXPOSURE B 5 or 105 MPH EXPOSURE B 5 5.5 6'-9'' 6'-2'' A A 17'-0'' 16'-0'' D D 29 30 29 30 32 32 34 34 18'-4'' 17'-5'' D D 30 30 30 30 33 33 35 35 24'-1'' 23'-4'' E E 33 34 33 34 35 35 37 37 6 6.5 5'-8'' 5'-2'' A A 15'-2'' 14'-4'' D D 30 30 30 30 32 31 34 33 16'-8'' 16'-0'' D D 31 31 31 31 32 32 34 34 22'-8'' 22'-1'' E E 34 35 34 35 35 35 37 37 7 4'-10'' A 13'-8'' D 30 30 31 33 15'-4'' D 32 32 32 34 21'-6'' E 35 35 35 36 7.5 4'-6'' A 13'-1'' D 31 31 31 33 14'-9'' D 32 32 32 33 21'-0'' E 36 36 36 36 8 4'-3'' A 12'-7'' D 31 31 31 32 14'-3'' D 32 32 32 33 20'-7'' E 36 36 36 36 8.5 4'-0'' A 12'-1'' D 31 31 31 32 13'-9'' D 33 33 33 33 20'-2'' E 37 37 37 37 9 3'-9'' A 11'-7'' D 31 31 31 32 13'-4'' E 33 33 33 33 19'-9'' E 37 37 37 37 9.5 3'-7'' A 11'-2'' D 31 31 31 32 13'-0'' E 33 33 33 33 19'-5'' E 38 38 38 38 10 10.5 3'-4'' 3'-2'' A A 10'-10'' 10'-5'' D D 32 32 32 32 32 32 32 32 12'-7'' 12'-3'' E E 33 34 33 34 33 34 33 34 19'-1'' 18'-9'' E E 38 39 38 39 38 39 38 39 11 3'-1'' A 10'-1'' D 32 32 32 32 11'-11'' E 34 34 34 34 18'-6'' E 39 39 39 39 11.5 12 2'-11'' 2'-10'' A A 9'-10'' 9'-6'' D D 32 32 32 32 32 32 32 32 11'-7'' 11'-4'' E E 34 34 34 34 34 34 34 34 18'-3'' 18'-0'' E E 39 40 39 40 39 40 39 40 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM TABLE 5.8 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.8 ICC ESR 1398 (2009 IBC) 10/11/2011 TABLE 5.3 Post Requirements for Attached Single Span Structures Post Description Max POST Detail Hgt Code Twin 0.062"x1.5"x1.5" Scroll 9' A AC 0.042"x3"x8" Aluminum Post 11' B N30 0.024"Post with Sideplates 12' B N16, BK Clover 0.030"x3"x3" Alum 11' B N11, AH Clover 0.040"x3"x3" Alum 12' B N11, AH Colonial 0.062" Extruded 12' C AE 0.041"x3"x3" Steel Clover 12' D N11, AH 0.041"x3"x3" Steel Clover 8' E N11, AH 3/16"x3"x3" Steel Square 15' H N17, AG 1/4""x3"x3" Steel Square 15' I N17, AG 3/16"x4"x4" Steel Square 15' J N17, AG 1/2"x4"x4" Steel Square 15' K N17, AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 5.8 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM) TABLE 5.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Max POST Footing Height Code Detail # 0.041"x3"x3" Steel Clover d= 20'' 9' B N11, AH 0.041"x3"x3" Steel Clover d= 21'' 8' B N11, AH 3/16"x3"x3" Steel Square d= 28'' 12' C N17, AG 3/16"x3"x3" Steel Square d= 28'' 8' D N17, AG 1/4""x3"x3" Steel Square d= 28'' 12' D N17, AG 3/16"x4"x4" Steel Square d= 28'' 12' E N17, AG 1/2"x4"x4" Steel Square d= 37'' 12' D N17, AG 1/2"x4"x4" Steel Square d= 31'' 15' D N17, AG Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.8 Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 29 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS 0.042"x3"x8" Box Beam (Detail N30) Double 0.042"x3"x8" Beam (Detail N25) TABLE 6.1 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) 105 MPH EXPOSURE B MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) Double 0.040"x2"x6.625" Beam (Detail N25) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 6.1 TYPE FOOTER SIZE "d" (in) 8' 10' GROUND 12' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD MAX POST (FT) POST ON SLAB FOR (FT) SLAB (FT) 3 22'-8'' A 8'-1'' A 19 25 26 27 14'-6'' B 23 28 30 31 13'-1'' B 22 26 28 29 3.5 19'-5'' A 7'-3'' A 19 24 25 27 13'-4'' B 24 27 29 30 12'-0'' B 23 26 27 29 LOAD 4 17'-0'' A 6'-7'' A 20 23 25 26 12'-4'' C 24 27 29 30 11'-2'' B 23 25 27 ONLY 4.5 15'-1'' A 6'-0'' A 20 23 25 26 11'-6'' C 25 26 28 30 10'-5'' B 24 25 27 5 13'-7'' A 5'-6'' A 20 23 24 26 10'-9'' C 25 26 28 29 9'-10'' C 24 25 26 5.5 12'-4'' A 25 Double 0.042"x3"x8" Beam (Detail N25) Attached Freestanding or Structure Multispan Units MAX POST LENGTH MIN SPACING POST 110 MPH EXPOSURE B 10 TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) TYPE SIZE "d" (in) 8' 10' 12' Double 0.040"x2"x6.625" Beam (Detail N25) Attached Freestanding or Structure Multispan Units MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) or 90 MPH EXPOSURE C 3 11'-4'' A 6'-2'' A 18 24 25 27 11'-9'' C 22 27 29 30 10'-8'' B 22 26 27 29 3.5 9'-8'' A 5'-6'' A 18 23 25 26 10'-9'' C 23 27 28 30 9'-9'' C 22 25 27 28 28 4 8'-6'' A 4'-11'' A 18 23 24 26 9'-11'' C 23 26 28 29 9'-0'' C 22 25 26 28 28 4.5 7'-6'' A 4'-6'' A 19 22 24 25 9'-2'' C 23 26 27 29 8'-5'' C 23 24 26 27 28 5 6'-9'' A 4'-1'' A 19 22 23 25 8'-7'' C 24 25 27 28 7'-11'' C 23 24 26 27 5'-2'' A 20 22 24 25 10'-2'' C 25 26 27 29 9'-3'' C 24 24 26 27 5.5 6'-2'' A 3'-9'' A 19 22 23 24 8'-0'' C 24 25 27 28 7'-5'' C 23 24 25 27 6 11'-4'' A 4'-9'' A 20 22 23 25 9'-8'' C 25 25 27 28 8'-10'' C 25 25 26 27 6 5'-8'' A 3'-6'' A 19 21 23 24 7'-7'' C 24 25 26 28 7'-0'' C 24 24 25 27 6.5 10'-5'' A 4'-6'' A 20 22 23 25 9'-2'' C 26 26 27 28 8'-5'' C 25 25 25 27 6.5 5'-2'' A 3'-3'' A 19 21 22 24 7'-2'' C 24 24 26 27 6'-8'' C 24 24 25 26 7 9'-8'' A 4'-2'' A 20 21 23 24 8'-9'' C 26 26 26 28 8'-0'' C 25 25 25 27 7 4'-10'' A 3'-1'' A 19 21 22 24 6'-10'' C 25 25 26 27 6'-4'' C 24 24 25 26 7.5 9'-1'' A 4'-0'' A 20 21 23 24 8'-4'' C 26 26 26 28 7'-8'' C 25 25 25 26 7.5 4'-6'' A 2'-11'' A 19 21 22 23 6'-6'' C 25 25 25 27 6'-1'' C 24 24 24 26 8 8'-6'' A 3'-9'' A 21 21 22 24 8'-0'' C 26 26 26 27 7'-5'' C 26 26 26 26 8 4'-3'' A 2'-9'' A 19 20 22 23 6'-2'' C 25 25 25 27 5'-10'' C 24 24 24 26 8.5 8'-0'' A 3'-7'' A 21 21 22 24 7'-8'' C 27 27 27 27 7'-1'' C 26 26 26 26 8.5 4'-0'' A 2'-7'' A 19 20 22 23 5'-11'' C 25 25 25 26 5'-7'' C 25 25 25 25 9 7'-6'' A 3'-5'' A 21 21 22 23 7'-4'' C 27 27 27 27 6'-10'' C 26 26 26 26 9 3'-9'' A 2'-5'' A 19 20 21 23 5'-8'' C 25 25 25 26 5'-4'' C 25 25 25 25 9.5 7'-2'' A 3'-3'' A 21 21 22 23 7'-1'' C 27 27 27 27 6'-7'' C 26 26 26 26 9.5 3'-7'' A 2'-4'' A 19 20 21 23 5'-5'' C 25 25 25 26 5'-2'' C 25 25 25 25 10 6'-9'' A 3'-1'' A 21 21 22 23 6'-10'' C 27 27 27 27 6'-5'' C 26 26 26 26 11 6'-2'' A 2'-10'' A 21 21 21 23 6'-5'' C 27 27 27 27 6'-0'' C 27 27 27 27 12 13 5'-8'' 5'-2'' A A 2'-7'' 2'-5'' A A 21 21 21 21 21 21 23 22 6'-0'' 5'-8'' C C 27 28 27 28 27 28 27 28 5'-8'' 5'-4'' C C 27 27 27 27 27 27 27 27 4.5 A 7'-0'' A 20 26 28 29 13'-0'' C 25 30 31 33 11'-9'' B 24 28 30 31 5 110 MPH EXPOSURE C 25 105 MPH EXPOSURE C LIVE POST WIDTH SPACING REQ'D (PSF) or 85 MPH EXPOSURE C LIVE 10 TRIB 0.042"x3"x8" Box Beam (Detail N30) Attached Freestanding or Structure Multispan Units 3 22'-8'' 3 11'-4'' A 5'-4'' A 19 25 27 28 10'-6'' C 24 29 31 32 9'-7'' C 23 27 29 31 3.5 4 9'-8'' 8'-6'' A A 4'-9'' 4'-3'' A A 19 20 24 24 26 26 28 27 9'-7'' 8'-9'' C C 25 25 28 28 30 30 32 31 8'-9'' 8'-1'' C C 24 24 27 26 29 28 30 30 7'-6'' A 3'-10'' A 20 23 25 27 8'-1'' C 25 27 29 31 7'-6'' C 25 26 28 29 6'-9'' A 3'-6'' A 20 23 25 26 7'-7'' C 26 27 29 30 7'-0'' C 25 26 27 29 3.5 19'-5'' A 6'-3'' A 21 25 27 28 11'-10'' C 26 29 31 32 10'-9'' B 25 27 29 31 5.5 6'-2'' A 3'-3'' A 20 23 24 26 7'-1'' C 26 27 28 30 6'-7'' C 25 25 27 29 LOAD 4 17'-0'' A 5'-8'' A 21 25 26 28 10'-11'' C 26 28 30 32 9'-11'' C 25 27 29 30 6 5'-8'' A 3'-0'' A 20 22 24 26 6'-8'' C 26 26 28 29 6'-3'' C 26 26 27 28 ONLY 4.5 15'-1'' A 5'-2'' A 21 24 26 27 10'-2'' C 26 28 30 31 9'-4'' C 26 27 28 30 6.5 5'-2'' A 2'-9'' A 20 22 24 25 6'-3'' C 26 26 28 29 5'-11'' C 26 26 26 28 5 13'-7'' A 4'-9'' A 21 24 26 27 9'-6'' C 27 28 29 31 8'-9'' C 26 26 28 29 7 4'-10'' A 2'-7'' A 20 22 24 25 5'-11'' C 26 26 27 29 5'-7'' C 26 26 26 28 5.5 12'-4'' A 4'-4'' A 21 24 25 27 9'-0'' C 27 27 29 31 8'-3'' C 26 26 28 29 7.5 4'-6'' A 2'-5'' A 20 22 23 25 5'-8'' C 27 27 27 29 5'-4'' C 26 26 26 27 6 11'-4'' A 4'-1'' A 21 23 25 26 8'-6'' C 27 27 29 30 7'-10'' C 27 27 27 29 8 4'-3'' A 2'-3'' A 20 21 23 25 5'-4'' C 27 27 27 28 5'-1'' C 26 26 26 27 6.5 10'-5'' A 3'-9'' A 22 23 25 26 8'-0'' C 28 28 28 30 7'-5'' C 27 27 27 29 8.5 4'-0'' A 2'-2'' A 20 21 23 24 5'-1'' C 27 27 27 28 4'-11'' C 26 26 26 27 7 9'-8'' A 3'-7'' A 22 23 24 26 7'-8'' C 28 28 28 30 7'-1'' C 27 27 27 28 9 3'-9'' A 2'-1'' A 20 21 23 24 4'-11'' C 27 27 27 28 4'-8'' C 27 27 27 27 7.5 9'-1'' A 3'-4'' A 22 22 24 25 7'-3'' C 28 28 28 29 6'-9'' C 27 27 27 28 A 1'-11'' 8 8'-6'' A 3'-2'' A 22 22 24 25 7'-0'' C 28 28 28 29 6'-6'' C 28 28 28 28 8.5 8'-0'' A 3'-0'' A 22 22 24 25 6'-8'' C 28 28 28 29 6'-3'' C 28 28 28 28 9.5 A 20 21 23 24 4'-8'' C 27 27 27 28 4'-6'' C 27 27 27 27 3 9'-6'' 3'-7'' A 6'-0'' A 17 22 24 25 11'-5'' C 21 26 27 29 10'-5'' B 20 24 26 27 27 100 MPH EXPOSURE B 30 or 9 7'-6'' A 2'-10'' A 22 22 23 25 6'-5'' C 29 29 29 29 6'-0'' C 28 28 28 28 3.5 8'-2'' A 5'-3'' A 17 22 23 25 10'-5'' C 21 25 27 28 9'-6'' C 20 24 25 9.5 7'-2'' A 2'-8'' A 22 22 23 25 6'-2'' C 29 29 29 29 5'-9'' C 28 28 28 28 4 7'-1'' A 4'-9'' A 17 21 23 24 9'-7'' C 21 25 26 28 8'-9'' C 21 24 25 26 10 6'-9'' A 2'-7'' A 22 22 23 24 5'-11'' C 29 29 29 29 5'-7'' C 28 28 28 28 4.5 6'-4'' A 4'-4'' A 17 21 22 24 8'-11'' C 22 24 26 27 8'-2'' C 21 23 25 26 11 6'-2'' A 2'-4'' A 22 22 23 24 5'-6'' C 29 29 29 29 5'-3'' C 29 29 29 29 5 5'-8'' A 3'-11'' A 17 21 22 23 8'-3'' C 22 24 26 27 7'-8'' C 21 23 24 26 12 13 5'-8'' 5'-2'' A A 2'-2'' 2'-0'' A A 22 22 22 22 22 22 24 24 5'-2'' 4'-10'' C C 29 29 29 29 29 29 29 29 4'-11'' 4'-7'' C C 29 29 29 29 29 29 29 29 5.5 6 5'-2'' 4'-9'' A A 3'-8'' 3'-4'' A A 17 17 20 20 22 22 23 23 7'-9'' 7'-4'' C C 22 22 24 23 25 25 27 26 7'-2'' 6'-10'' C C 22 22 23 22 24 24 25 25 6.5 4'-4'' A 3'-2'' A 17 20 21 23 6'-11'' C 23 23 25 26 6'-6'' C 22 22 24 25 30 7 4'-1'' A 2'-11'' A 17 20 21 22 6'-7'' C 23 23 24 26 6'-2'' C 22 22 23 25 110 MPH EXPOSURE B 10 3 22'-8'' or 90 MPH EXPOSURE C A 7'-9'' A 19 25 26 28 13'-11'' B 24 28 30 32 12'-7'' B 23 27 28 LIVE 3.5 19'-5'' A 6'-11'' A 20 24 26 27 12'-9'' C 24 28 29 31 11'-7'' B 23 26 28 29 7.5 3'-9'' A 2'-9'' A 18 19 21 22 6'-3'' C 23 23 24 25 5'-10'' C 22 22 23 24 LOAD 4 17'-0'' A 6'-3'' A 20 24 25 27 11'-10'' C 25 27 29 30 10'-9'' B 24 26 27 29 8 3'-6'' A 2'-7'' A 18 19 21 22 5'-11'' C 23 23 24 25 5'-7'' C 23 23 23 24 ONLY 4.5 5 15'-1'' 13'-7'' A A 5'-8'' 5'-3'' A A 20 20 23 23 25 24 26 26 11'-0'' 10'-4'' C C 25 25 27 26 28 28 30 30 10'-0'' 9'-5'' C C 24 25 25 25 27 27 28 28 8.5 9 3'-4'' 3'-2'' A A 2'-5'' 2'-4'' A A 18 18 19 19 20 20 22 22 5'-8'' 5'-5'' C C 23 23 23 23 24 23 25 25 5'-5'' 5'-2'' C C 23 23 23 23 23 23 24 24 5.5 12'-4'' A 4'-10'' A 20 23 24 25 9'-9'' C 26 26 28 29 8'-11'' C 25 25 26 28 6 11'-4'' A 4'-6'' A 20 22 24 25 9'-3'' C 26 26 27 29 8'-5'' C 25 25 26 27 5'-4'' A 18 24 25 27 10'-6'' C 23 28 29 31 6.5 10'-5'' A 4'-3'' A 21 22 24 25 8'-9'' C 26 26 27 29 8'-1'' C 25 25 26 27 3.5 8'-2'' A 4'-9'' A 18 23 25 26 9'-7'' C 23 27 29 30 7 9'-8'' A 4'-0'' A 21 22 23 25 8'-4'' C 26 26 27 28 7'-8'' C 26 26 26 27 4 7'-1'' A 4'-3'' A 18 23 24 26 8'-9'' C 23 26 28 30 7.5 9'-1'' A 3'-9'' A 21 21 23 24 7'-11'' C 27 27 27 28 7'-4'' C 26 26 26 27 4.5 6'-4'' A 3'-10'' A 19 22 24 25 8'-1'' C 24 26 28 29 8 8'-6'' A 3'-6'' A 21 21 23 24 7'-7'' C 27 27 27 28 7'-1'' C 26 26 26 27 5 5'-8'' A 3'-6'' A 19 22 24 25 7'-7'' C 24 26 27 29 8.5 8'-0'' A 3'-4'' A 21 21 23 24 7'-4'' C 27 27 27 28 6'-9'' C 26 26 26 26 5.5 5'-2'' A 3'-3'' A 19 22 23 25 7'-1'' C 24 25 27 28 9 7'-6'' A 3'-2'' A 21 21 22 24 7'-0'' C 27 27 27 27 6'-6'' C 26 26 26 26 6 4'-9'' A 3'-0'' A 19 21 23 24 6'-8'' C 24 25 27 28 100 MPH EXPOSURE C 30 3 9'-6'' A 9.5 7'-2'' A 3'-0'' A 21 21 22 24 6'-9'' C 27 27 27 27 6'-4'' C 27 27 27 27 6.5 4'-4'' A 2'-9'' A 19 21 23 24 6'-3'' C 25 25 26 28 10 6'-9'' A 2'-11'' A 21 21 22 23 6'-6'' C 27 27 27 27 6'-1'' C 27 27 27 27 7 4'-1'' A 2'-7'' A 19 21 22 24 5'-11'' C 25 25 26 27 11 6'-2'' A 2'-8'' A 21 21 22 23 6'-1'' C 28 28 28 28 5'-9'' C 27 27 27 27 7.5 3'-9'' A 2'-5'' A 19 21 22 24 5'-8'' C 25 25 26 27 12 13 5'-8'' 5'-2'' A A 2'-5'' 2'-3'' A A 21 21 21 21 21 21 23 23 5'-8'' 5'-4'' C C 28 28 28 28 28 28 28 28 5'-4'' 5'-1'' C C 27 28 27 28 27 28 27 28 8 8.5 3'-6'' 3'-4'' A A 2'-3'' 2'-2'' A A 19 19 20 20 22 22 23 23 5'-4'' 5'-1'' C C 25 25 25 25 25 25 27 27 9 3'-2'' A 2'-1'' A 19 20 22 23 4'-11'' C 25 25 25 26 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 30 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS 0.042"x3"x8" Box Beam (Detail N30) Double 0.042"x3"x8" Beam (Detail N25) TABLE 6.1 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) Double 0.040"x2"x6.625" Beam (Detail N25) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 6.1 TYPE FOOTER SIZE "d" (in) 8' 10' GROUND 12' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD TRIB POST MAX WIDTH SPACING REQ'D POST (FT) (PSF) 110 MPH EXPOSURE C POST 0.042"x3"x8" Box Beam (Detail N30) Attached Freestanding or Structure Multispan Units ON SLAB FOR (FT) SLAB 10 3 22'-8'' A 6'-5'' A 20 26 28 29 12'-2'' C 25 30 32 33 11'-0'' B 24 28 30 32 LIVE 3.5 19'-5'' A 5'-9'' A 21 25 27 29 11'-1'' C 26 29 31 33 10'-1'' B 25 28 29 31 LOAD 4 17'-0'' A 5'-2'' A 21 25 27 28 10'-3'' C 26 29 31 32 9'-4'' C 25 27 29 ONLY 4.5 15'-1'' A 4'-8'' A 21 24 26 28 9'-6'' C 27 28 30 32 8'-8'' C 26 27 29 5 13'-7'' A 4'-3'' A 21 24 26 27 8'-10'' C 27 28 30 31 8'-2'' C 26 26 28 5.5 12'-4'' A C 27 27 29 31 7'-8'' C 27 27 28 30 MAX POST LENGTH MIN SPACING POST (FT) 110 MPH EXPOSURE B Double 0.042"x3"x8" Beam (Detail N25) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) TYPE SIZE "d" (in) 8' 10' 12' Double 0.040"x2"x6.625" Beam (Detail N25) Attached Freestanding or Structure Multispan Units MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) FOOTER SIZE TYPE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) or 90 MPH EXPOSURE C 3 9'-6'' A 5'-9'' A 18 23 25 26 11'-1'' C 22 27 29 30 10'-1'' C 21 25 27 28 3.5 8'-2'' A 5'-1'' A 18 23 24 26 10'-1'' C 22 26 28 29 9'-3'' C 22 25 27 28 31 4 7'-1'' A 4'-7'' A 18 22 24 25 9'-4'' C 23 26 27 29 8'-6'' C 22 25 26 28 30 4.5 6'-4'' A 4'-2'' A 18 22 23 25 8'-7'' C 23 25 27 28 7'-11'' C 22 24 26 27 30 5 5'-8'' A 3'-9'' A 18 22 23 24 8'-0'' C 23 25 27 28 7'-5'' C 23 24 25 27 29 4'-0'' A 21 24 25 27 8'-4'' 5.5 5'-2'' A 3'-6'' A 18 21 23 24 7'-6'' C 24 25 26 28 7'-0'' C 23 24 25 26 6 11'-4'' A 3'-8'' A 21 23 25 26 7'-10'' C 28 28 29 30 7'-3'' C 27 27 28 29 6 4'-9'' A 3'-3'' A 18 21 22 24 7'-1'' C 24 24 26 27 6'-7'' C 23 23 25 26 6.5 10'-5'' A 3'-5'' A 22 23 25 26 7'-5'' C 28 28 29 30 6'-11'' C 27 27 27 29 6.5 4'-4'' A 3'-0'' A 18 21 22 24 6'-8'' C 24 24 26 27 6'-3'' C 23 23 25 26 7 9'-8'' A 3'-3'' A 22 23 24 26 7'-1'' C 28 28 28 30 6'-7'' C 27 27 27 29 7 4'-1'' A 2'-10'' A 18 20 22 23 6'-4'' C 24 24 25 27 5'-11'' C 24 24 24 26 7.5 9'-1'' A 3'-0'' A 22 22 24 26 6'-9'' C 28 28 28 29 6'-3'' C 28 28 28 28 7.5 3'-9'' A 2'-8'' A 18 20 22 23 6'-0'' C 24 24 25 27 5'-8'' C 24 24 24 26 8 8.5 8'-6'' 8'-0'' A A 2'-10'' 2'-8'' A A 22 22 22 22 24 24 25 25 6'-5'' 6'-2'' C C 28 29 28 29 28 29 29 29 6'-0'' 5'-9'' C C 28 28 28 28 28 28 28 28 8 8.5 3'-6'' 3'-4'' A A 2'-6'' 2'-4'' A A 18 19 20 20 22 21 23 23 5'-9'' 5'-6'' C C 24 24 24 24 25 25 26 26 5'-5'' 5'-2'' C C 24 24 24 24 24 24 25 25 9 7'-6'' A 2'-7'' A 22 22 24 25 5'-11'' C 29 29 29 29 5'-7'' C 28 28 28 28 9.5 7'-2'' A 2'-5'' A 22 22 23 25 5'-8'' C 29 29 29 29 5'-4'' C 28 28 28 28 10 11 6'-9'' 6'-2'' A A 2'-4'' 2'-1'' A A 22 22 22 22 23 23 25 24 5'-5'' 5'-0'' C C 29 29 29 29 29 29 29 29 5'-2'' 4'-10'' C C 28 29 28 29 28 29 28 29 110 MPH EXPOSURE B 20 3 11'-10'' 110 MPH EXPOSURE C 30 3 9'-6'' A 5'-0'' A 19 25 26 28 10'-0'' C 24 29 30 32 9'-2'' C 23 27 29 30 3.5 4 8'-2'' 7'-1'' A A 4'-5'' 3'-11'' A A 19 19 24 24 26 25 27 27 9'-1'' 8'-4'' C C 24 25 28 27 30 29 31 31 8'-4'' 7'-8'' C C 23 24 27 26 28 28 30 29 4.5 6'-4'' A 3'-7'' A 19 23 25 26 7'-8'' C 25 27 29 30 7'-2'' C 24 26 27 29 29 5 5'-8'' A 3'-3'' A 19 23 24 26 7'-2'' C 25 27 28 30 6'-8'' C 25 25 27 29 or 90 MPH EXPOSURE C A 6'-2'' A 18 24 25 27 11'-9'' C 22 27 29 30 10'-8'' B 22 26 27 LIVE 3.5 10'-2'' A 5'-6'' A 18 23 25 26 10'-9'' C 23 27 28 30 9'-9'' C 22 25 27 28 5.5 5'-2'' A 3'-0'' A 19 22 24 26 6'-8'' C 25 26 28 29 6'-3'' C 25 25 27 28 LOAD 4 8'-11'' A 4'-11'' A 18 23 24 26 9'-11'' C 23 26 28 29 9'-0'' C 22 25 26 28 6 4'-9'' A 2'-9'' A 20 22 24 25 6'-3'' C 26 26 28 29 5'-11'' C 25 25 26 28 ONLY 4.5 5 7'-11'' 7'-1'' A A 4'-6'' 4'-1'' A A 19 19 22 22 24 23 25 25 9'-2'' 8'-7'' C C 23 24 26 25 27 27 29 28 8'-5'' 7'-11'' C C 23 23 24 24 26 26 27 27 6.5 7 4'-4'' 4'-1'' A A 2'-7'' 2'-5'' A A 20 20 22 22 24 23 25 25 5'-11'' 5'-7'' C C 26 26 26 26 27 27 29 28 5'-7'' 5'-4'' C C 25 25 25 25 26 26 28 27 5.5 6'-5'' A 3'-9'' A 19 22 23 24 8'-0'' C 24 25 27 28 7'-5'' C 23 24 25 27 6 5'-11'' A 3'-6'' A 19 21 23 24 7'-7'' C 24 25 26 28 7'-0'' C 24 24 25 27 OVER- 6.5 7 5'-5'' 5'-1'' A A 3'-3'' 3'-1'' A A 19 19 21 21 22 22 24 24 7'-2'' 6'-10'' C C 24 25 24 25 26 26 27 27 6'-8'' 6'-4'' C C 24 24 24 24 25 25 26 26 HANG (FT) 6' 7' 8' 9' 7.5 4'-9'' A 2'-11'' A 19 21 22 23 6'-6'' C 25 25 25 27 6'-1'' C 24 24 24 26 0' 3' 3.5' 4' 4.5' 5' TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 10' 11' 12' 13' 14' 15' 5.5' 6' 6.5' 7' 16' 17' 18' 19' 20' 21' 22' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 8 4'-5'' A 2'-9'' A 19 20 22 23 6'-2'' C 25 25 25 27 5'-10'' C 24 24 24 26 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 8.5 4'-2'' A 2'-7'' A 19 20 22 23 5'-11'' C 25 25 25 26 5'-7'' C 25 25 25 25 2' n/a n/a n/a n/a n/a 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 9 9.5 3'-11'' 3'-9'' A A 2'-5'' 2'-4'' A A 19 19 20 20 21 21 23 23 5'-8'' 5'-5'' C C 25 25 25 25 25 25 26 26 5'-4'' 5'-2'' C C 25 25 25 25 25 25 25 25 3' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 9.5' n/a 10' n/a 10.5' n/a 11' n/a 11.5' n/a 12' 12.5' 12.5' 13' 110 MPH EXPOSURE C LIVE 20 3 3.5 11'-10'' 10'-2'' A A 5'-7'' 4'-11'' A A 19 20 25 25 27 26 28 28 10'-10'' 9'-10'' C C 24 25 29 28 31 30 32 32 9'-10'' 9'-0'' C C 24 24 28 27 29 29 31 30 LOAD ONLY 4 4.5 8'-11'' 7'-11'' A A 4'-5'' 4'-0'' A A 20 20 24 24 26 25 27 27 9'-0'' 8'-4'' C C 25 26 28 27 30 29 31 31 8'-3'' 7'-9'' C C 25 25 27 26 28 28 30 29 5 7'-1'' A 3'-8'' A 20 23 25 26 7'-9'' C 26 27 29 30 7'-3'' C 25 26 28 29 5.5 6'-5'' A 3'-4'' A 20 23 25 26 7'-4'' C 26 27 28 30 6'-9'' C 26 26 27 29 6 5'-11'' A 3'-1'' A 20 23 24 26 6'-10'' C 26 26 28 30 6'-5'' C 26 26 27 28 6.5 5'-5'' A 2'-11'' A 20 22 24 25 6'-6'' C 27 27 28 29 6'-1'' C 26 26 27 28 7 5'-1'' A 2'-8'' A 20 22 24 25 6'-2'' C 27 27 27 29 5'-9'' C 26 26 26 28 7.5 4'-9'' A 2'-6'' A 20 22 23 25 5'-10'' C 27 27 27 29 5'-6'' C 26 26 26 28 8 8.5 4'-5'' 4'-2'' A A 2'-5'' 2'-3'' A A 20 21 22 21 23 23 25 25 5'-6'' 5'-3'' C C 27 27 27 27 27 27 28 28 5'-3'' 5'-0'' C C 27 27 27 27 27 27 27 27 9 3'-11'' A 2'-2'' A 21 21 23 24 5'-1'' C 27 27 27 28 4'-10'' C 27 27 27 27 9.5 10 3'-9'' 3'-6'' A A 2'-0'' 1'-11'' A A 21 21 21 21 23 23 24 24 4'-10'' 4'-8'' C C 27 27 27 27 27 27 28 28 4'-8'' 4'-6'' C C 27 27 27 27 27 27 27 27 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.1 ICC ESR 1398 (2009 IBC) 10/11/2011 TABLE 6.3 Post Requirements for Attached Single Span Structures Post Description Max POST Detail Hgt Code Twin 0.062"x1.5"x1.5" Scroll 9' A AC 0.042"x3"x8" Aluminum Post 11' B N30 0.024"Post with Sideplates 12' B N16, BK Clover 0.030"x3"x3" Alum 11' B N11, AH Clover 0.040"x3"x3" Alum 12' B N11, AH Colonial 0.062" Extruded 12' C AE 0.041"x3"x3" Steel Clover 12' D N11, AH 0.041"x3"x3" Steel Clover 8' E N11, AH 3/16"x3"x3" Steel Square 15' H N17, AG 1/4""x3"x3" Steel Square 15' I N17, AG 3/16"x4"x4" Steel Square 15' J N17, AG 1/2"x4"x4" Steel Square 15' K N17, AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 6.1 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM) TABLE 6.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Max POST Footing Height Code Detail # 0.041"x3"x3" Steel Clover d= 20'' 9' B N11, AH 0.041"x3"x3" Steel Clover d= 21'' 8' B N11, AH 3/16"x3"x3" Steel Square d= 28'' 12' C N17, AG 3/16"x3"x3" Steel Square d= 28'' 8' D N17, AG 1/4""x3"x3" Steel Square d= 28'' 12' D N17, AG 3/16"x4"x4" Steel Square d= 28'' 12' E N17, AG 1/2"x4"x4" Steel Square d= 37'' 12' D N17, AG 1/2"x4"x4" Steel Square d= 31'' 15' D N17, AG Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 31 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS 5.5" Extruded Fascia (Detail 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 SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) 105 MPH EXPOSURE B MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) 0.041"x3"x3" Steel Cloverleaf (Detail W) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 6.5 TYPE FOOTER SIZE "d" (in) 8' 10' GROUND 12' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD TRIB POST MAX WIDTH SPACING REQ'D POST (FT) (PSF) or 85 MPH EXPOSURE C POST 5.5" Extruded Fascia (Detail L) Attached Freestanding or Structure Multispan Units ON SLAB FOR (FT) SLAB 10 3 22'-8'' A 10'-8'' A 21 21 23 24 11'-4'' A 21 21 22 23 9'-10'' A 20 22 23 25 LIVE 3.5 19'-5'' A 10'-3'' B 22 22 23 24 10'-9'' B 22 22 22 23 9'-0'' A 21 22 23 24 25 MAX POST LENGTH MIN SPACING POST (FT) 110 MPH EXPOSURE B California Extruded Fascia (Detail G) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) 0.041"x3"x3" Steel Cloverleaf (Detail W) Attached Freestanding or Structure Multispan Units TYPE SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) or 90 MPH EXPOSURE C 3 11'-4'' A 10'-5'' B 21 22 23 25 9'-9'' B 21 21 22 23 7'-10'' A 20 21 23 24 3.5 9'-8'' A 9'-7'' C 22 22 23 24 8'-11'' B 21 21 22 23 7'-1'' B 20 21 23 24 24 LOAD 4 17'-0'' A 9'-11'' B 22 22 22 24 10'-2'' B 23 23 23 23 8'-3'' A 21 21 23 24 4 8'-6'' A 8'-11'' C 22 22 23 24 8'-3'' C 22 22 22 23 6'-6'' B 20 21 22 ONLY 4.5 15'-1'' A 9'-8'' B 23 23 23 24 9'-6'' B 23 23 23 23 7'-8'' A 21 21 22 24 4.5 7'-6'' A 8'-4'' C 23 23 23 24 7'-9'' C 22 22 22 23 6'-1'' B 20 21 22 23 5 13'-7'' A 9'-5'' B 24 24 24 24 8'-11'' B 23 23 23 23 7'-2'' B 22 22 22 23 5 6'-9'' A 7'-10'' C 23 23 23 23 7'-3'' C 23 23 23 23 5'-8'' B 21 21 22 23 5.5 12'-4'' A 9'-2'' C 24 24 24 24 8'-6'' B 24 24 24 24 6'-9'' B 22 22 22 23 5.5 6'-2'' A 7'-5'' C 23 23 23 23 6'-11'' C 23 23 23 23 5'-3'' B 21 21 22 23 6 11'-4'' A 8'-8'' C 25 25 25 25 8'-1'' C 24 24 24 24 6'-4'' B 22 22 22 23 6 5'-8'' A 7'-0'' C 24 24 24 24 6'-6'' C 23 23 23 23 5'-0'' B 21 21 21 23 6.5 10'-5'' A 8'-4'' C 25 25 25 25 7'-9'' C 24 24 24 24 6'-0'' B 22 22 22 23 6.5 5'-2'' A 6'-8'' C 24 24 24 24 6'-3'' C 23 23 23 23 4'-8'' B 21 21 21 23 22 7 9'-8'' A 8'-0'' C 25 25 25 25 7'-5'' C 25 25 25 25 5'-9'' B 23 23 23 23 7 4'-10'' A 6'-5'' C 24 24 24 24 6'-0'' C 24 24 24 24 4'-6'' B 21 21 21 7.5 9'-1'' A 7'-8'' C 25 25 25 25 7'-1'' C 25 25 25 25 5'-6'' B 23 23 23 23 7.5 4'-6'' A 6'-2'' C 24 24 24 24 5'-9'' C 24 24 24 24 4'-3'' B 22 22 22 22 8 8'-6'' A 7'-4'' C 26 26 26 26 6'-10'' C 25 25 25 25 5'-3'' B 23 23 23 23 8 4'-3'' A 5'-11'' C 25 25 25 25 5'-6'' C 24 24 24 24 4'-1'' C 22 22 22 22 8.5 8'-0'' C 26 26 26 26 6'-7'' C 25 25 25 B 23 23 23 23 A 7'-1'' 25 5'-0'' 8.5 4'-0'' A 5'-8'' C 25 25 25 25 5'-4'' C 24 24 24 24 3'-11'' C 22 22 22 22 9 7'-6'' A 6'-10'' C 26 26 26 26 6'-5'' C 25 25 25 25 4'-10'' B 23 23 23 23 9 3'-9'' A 5'-6'' C 25 25 25 25 5'-1'' C 24 24 24 24 3'-9'' C 22 22 22 22 9.5 7'-2'' A 6'-8'' C 26 26 26 26 6'-2'' C 26 26 26 26 4'-8'' B 23 23 23 23 9.5 3'-7'' A 5'-4'' C 25 25 25 25 4'-11'' C 25 25 25 25 3'-7'' C 22 22 22 22 10 6'-9'' A 6'-5'' C 26 26 26 26 6'-0'' C 26 26 26 26 4'-6'' B 23 23 23 23 11 6'-2'' A 6'-1'' C 27 27 27 27 5'-8'' C 26 26 26 26 4'-2'' B 24 24 24 24 12 13 5'-8'' 5'-2'' A A 5'-9'' 5'-6'' C C 27 27 27 27 27 27 27 27 5'-4'' 5'-1'' C C 26 27 26 27 26 27 26 27 3'-11'' 3'-9'' C C 24 24 24 24 24 24 24 24 A 9'-10'' B 23 23 24 26 10'-7'' B 23 23 24 25 8'-9'' A 22 23 25 26 110 MPH EXPOSURE C 25 105 MPH EXPOSURE C 10 LIVE 3 22'-8'' 3 11'-4'' A 9'-5'' C 23 23 25 26 8'-9'' B 23 23 23 25 7'-0'' B 21 23 25 26 3.5 4 9'-8'' 8'-6'' A A 8'-8'' 8'-0'' C C 24 24 24 24 24 24 26 26 8'-0'' 7'-5'' C C 23 24 23 24 23 24 25 24 6'-4'' 5'-9'' B B 21 22 22 22 24 24 26 25 4.5 7'-6'' A 7'-6'' C 25 25 25 25 6'-11'' C 24 24 24 24 5'-4'' B 22 22 23 25 5 6'-9'' A 7'-0'' C 25 25 25 25 6'-6'' C 24 24 24 24 5'-0'' B 22 22 23 25 3.5 19'-5'' A 9'-5'' B 24 24 24 26 9'-9'' B 24 24 24 25 7'-11'' A 22 23 25 26 25 6'-2'' LOAD 4 17'-0'' A 9'-2'' B 25 25 25 26 9'-1'' B 24 24 24 25 7'-3'' B 23 23 24 26 6 5'-8'' A 6'-3'' C 26 26 26 26 5'-10'' C 25 25 25 25 4'-4'' B 23 23 23 24 ONLY 4.5 15'-1'' A 8'-10'' C 25 25 25 25 8'-6'' C 25 25 25 25 6'-9'' B 23 23 24 25 6.5 5.5 5'-2'' 6'-2'' A A 6'-0'' 6'-8'' C C 26 25 26 25 26 25 26 5'-7'' C C 25 25 25 25 25 25 25 25 4'-2'' 4'-8'' B B 23 23 23 23 23 23 24 24 24 5 13'-7'' A 8'-6'' C 26 26 26 26 8'-0'' C 25 25 25 25 6'-3'' B 23 23 24 25 7 4'-10'' A 5'-9'' C 26 26 26 26 5'-4'' C 26 26 26 26 3'-11'' B 23 23 23 5.5 12'-4'' A 8'-2'' C 26 26 26 26 7'-7'' C 26 26 26 26 5'-11'' B 24 24 24 25 7.5 4'-6'' A 5'-6'' C 26 26 26 26 5'-1'' C 26 26 26 26 3'-9'' C 23 23 23 24 6 11'-4'' A 7'-9'' C 27 27 27 27 7'-2'' C 26 26 26 26 5'-7'' B 24 24 24 25 8 4'-3'' A 5'-3'' C 27 27 27 27 4'-11'' C 26 26 26 26 3'-7'' C 23 23 23 24 6.5 10'-5'' A 7'-5'' C 27 27 27 27 6'-11'' C 26 26 26 26 5'-3'' B 24 24 24 24 8.5 4'-0'' A 5'-1'' C 27 27 27 27 4'-8'' C 26 26 26 26 3'-5'' C 23 23 23 24 7 9'-8'' A 7'-1'' C 27 27 27 27 6'-7'' C 27 27 27 27 5'-0'' B 24 24 24 24 9 3'-9'' A 4'-10'' C 27 27 27 27 4'-6'' C 26 26 26 26 3'-3'' C 24 24 24 24 7.5 9'-1'' A 6'-10'' C 27 27 27 27 6'-4'' C 27 27 27 27 4'-9'' B 24 24 24 24 8 8'-6'' A 6'-6'' C 28 28 28 28 6'-1'' C 27 27 27 27 4'-7'' B 25 25 25 25 8.5 8'-0'' A 6'-4'' C 28 28 28 28 5'-10'' C 27 27 27 27 4'-5'' B 25 25 25 25 9.5 C 27 27 27 27 4'-5'' C 26 26 26 26 3'-1'' C 24 24 24 24 3 9'-6'' 3'-7'' A A 10'-2'' 4'-8'' B 20 21 22 23 9'-5'' B 19 19 21 22 7'-7'' A 18 20 22 23 100 MPH EXPOSURE B 30 or 9 7'-6'' A 6'-1'' C 28 28 28 28 5'-8'' C 27 27 27 27 4'-2'' C 25 25 25 25 3.5 8'-2'' A 9'-4'' C 20 20 22 23 8'-8'' B 20 20 21 22 6'-11'' B 18 20 21 23 9.5 7'-2'' A 5'-11'' C 28 28 28 28 5'-6'' C 28 28 28 28 4'-1'' C 25 25 25 25 4 7'-1'' A 8'-8'' C 21 21 21 23 8'-0'' C 20 20 20 22 6'-4'' B 19 20 21 22 10 6'-9'' A 5'-8'' C 28 28 28 28 5'-4'' C 28 28 28 28 3'-11'' C 25 25 25 25 4.5 6'-4'' A 8'-1'' C 21 21 21 22 7'-6'' C 21 21 21 21 5'-10'' B 19 19 21 22 11 6'-2'' A 5'-4'' C 29 29 29 29 5'-0'' C 28 28 28 28 3'-8'' C 25 25 25 25 5 5'-8'' A 7'-7'' C 21 21 21 22 7'-1'' C 21 21 21 21 5'-5'' B 19 19 21 22 12 13 5'-8'' 5'-2'' A A 5'-1'' 4'-10'' C C 29 29 29 29 29 29 29 29 4'-9'' 4'-6'' C C 28 29 28 29 28 29 28 29 3'-5'' 3'-3'' C C 26 26 26 26 26 26 26 26 5.5 6 5'-2'' 4'-9'' A A 7'-2'' 6'-10'' C C 22 22 22 22 22 22 22 22 6'-8'' 6'-4'' C C 21 21 21 21 21 21 21 21 5'-1'' 4'-10'' B B 19 20 19 20 20 20 22 22 6.5 4'-4'' A 6'-6'' C 22 22 22 22 6'-1'' C 22 22 22 22 4'-7'' B 20 20 20 21 25 7 4'-1'' A 6'-3'' C 22 22 22 22 5'-9'' C 22 22 22 22 4'-4'' B 20 20 20 21 110 MPH EXPOSURE B 10 3 22'-8'' or 90 MPH EXPOSURE C A 10'-5'' A 21 22 23 25 11'-1'' B 22 22 22 24 9'-5'' A 21 22 24 LIVE 3.5 19'-5'' A 10'-0'' B 22 22 23 24 10'-6'' B 23 23 23 24 8'-7'' A 21 22 23 25 7.5 3'-9'' A 5'-11'' C 23 23 23 23 5'-7'' C 22 22 22 22 4'-1'' B 20 20 20 21 LOAD 4 17'-0'' A 9'-8'' B 23 23 23 24 9'-9'' B 23 23 23 23 7'-11'' A 21 22 23 24 8 3'-6'' A 5'-9'' C 23 23 23 23 5'-4'' C 22 22 22 22 3'-11'' B 20 20 20 21 ONLY 4.5 5 15'-1'' 13'-7'' A A 9'-5'' 9'-2'' B C 24 24 24 24 24 24 24 24 9'-2'' 8'-7'' B B 23 24 23 24 23 24 23 24 7'-4'' 6'-10'' A B 22 22 22 22 23 22 24 24 8.5 9 3'-4'' 3'-2'' A A 5'-6'' 5'-4'' C C 23 23 23 23 23 23 23 23 5'-2'' 4'-11'' C C 22 23 22 23 22 23 22 23 3'-9'' 3'-7'' C C 20 20 20 20 20 20 21 21 5.5 12'-4'' A 8'-9'' C 25 25 25 25 8'-2'' C 24 24 24 24 6'-5'' B 22 22 22 24 6 11'-4'' A 8'-4'' C 25 25 25 25 7'-9'' C 24 24 24 24 6'-1'' B 23 23 23 23 9'-5'' C 22 22 24 25 8'-9'' B 21 21 22 24 6.5 10'-5'' A 8'-0'' C 25 25 25 25 7'-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 24 7 9'-8'' A 7'-8'' C 26 26 26 26 7'-1'' C 25 25 25 25 5'-6'' B 23 23 23 23 4 7'-1'' A 8'-0'' C 23 23 23 24 7'-5'' C 22 22 22 23 7.5 9'-1'' A 7'-4'' C 26 26 26 26 6'-10'' C 25 25 25 25 5'-3'' B 23 23 23 23 4.5 6'-4'' A 7'-6'' C 23 23 23 24 6'-11'' C 23 23 23 23 8 8'-6'' A 7'-1'' C 26 26 26 26 6'-7'' C 25 25 25 25 5'-0'' B 23 23 23 23 5 5'-8'' A 7'-0'' C 23 23 23 24 6'-6'' C 23 23 23 23 8.5 8'-0'' A 6'-10'' C 26 26 26 26 6'-4'' C 26 26 26 26 4'-9'' B 23 23 23 23 5.5 5'-2'' A 6'-8'' C 24 24 24 24 6'-2'' C 23 23 23 23 9 7'-6'' A 6'-7'' C 27 27 27 27 6'-1'' C 26 26 26 26 4'-7'' B 24 24 24 24 6 4'-9'' A 6'-3'' C 24 24 24 24 5'-10'' C 23 23 23 23 100 MPH EXPOSURE C 30 3 9'-6'' A 9.5 7'-2'' A 6'-4'' C 27 27 27 27 5'-11'' C 26 26 26 26 4'-5'' B 24 24 24 24 6.5 4'-4'' A 6'-0'' C 24 24 24 24 5'-7'' C 24 24 24 24 10 6'-9'' A 6'-2'' C 27 27 27 27 5'-9'' C 26 26 26 26 4'-3'' B 24 24 24 24 7 4'-1'' A 5'-9'' C 24 24 24 24 5'-4'' C 24 24 24 24 11 6'-2'' A 5'-10'' C 27 27 27 27 5'-5'' C 27 27 27 27 4'-0'' B 24 24 24 24 7.5 3'-9'' A 5'-6'' C 25 25 25 25 5'-1'' C 24 24 24 24 12 13 5'-8'' 5'-2'' A A 5'-6'' 5'-3'' C C 28 28 28 28 28 28 28 28 5'-2'' 4'-11'' C C 27 27 27 27 27 27 27 27 3'-9'' 3'-6'' C C 24 24 24 24 24 24 24 24 8 8.5 3'-6'' 3'-4'' A A 5'-3'' 5'-1'' C C 25 25 25 25 25 25 25 25 4'-11'' 4'-8'' C C 24 24 24 24 24 24 24 24 9 3'-2'' A 4'-10'' C 25 25 25 25 4'-6'' C 25 25 25 25 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 32 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS 5.5" Extruded Fascia (Detail 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 SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) 0.041"x3"x3" Steel Cloverleaf (Detail W) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 6.5 TYPE FOOTER SIZE "d" (in) 8' 10' GROUND 12' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD TRIB POST MAX WIDTH SPACING REQ'D POST (FT) (PSF) 110 MPH EXPOSURE C POST 5.5" Extruded Fascia (Detail L) Attached Freestanding or Structure Multispan Units ON SLAB FOR (FT) SLAB 10 3 22'-8'' A 9'-7'' B 23 23 25 26 10'-0'' B 24 24 24 25 8'-1'' A 22 24 25 27 LIVE 3.5 19'-5'' A 9'-3'' B 24 24 25 26 9'-2'' B 24 24 24 25 7'-4'' A 23 23 25 26 30 MAX POST LENGTH MIN SPACING POST (FT) 110 MPH EXPOSURE B California Extruded Fascia (Detail G) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) 0.041"x3"x3" Steel Cloverleaf (Detail W) Attached Freestanding or Structure Multispan Units TYPE SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) FOOTER SIZE TYPE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) or 90 MPH EXPOSURE C 3 9'-6'' A 9'-11'' C 21 21 23 24 9'-2'' B 21 21 22 23 7'-5'' B 19 21 23 24 3.5 8'-2'' A 9'-1'' C 22 22 23 24 8'-5'' B 21 21 21 23 6'-8'' B 19 21 22 24 LOAD 4 17'-0'' A 9'-0'' C 25 25 25 26 8'-6'' B 25 25 25 25 6'-9'' B 23 23 24 26 4 7'-1'' A 8'-5'' C 22 22 22 24 7'-10'' C 21 21 21 23 6'-2'' B 20 21 22 23 ONLY 4.5 15'-1'' A 8'-7'' C 26 26 26 26 8'-0'' C 25 25 25 25 6'-3'' B 23 23 24 26 4.5 6'-4'' A 7'-10'' C 22 22 22 23 7'-4'' C 22 22 22 22 5'-8'' B 20 20 22 23 23 5 13'-7'' A 8'-1'' C 26 26 26 26 7'-6'' C 26 26 26 26 5'-10'' B 24 24 24 25 5 5'-8'' A 7'-5'' C 23 23 23 23 6'-11'' C 22 22 22 22 5'-3'' B 20 20 22 5.5 12'-4'' A 7'-8'' C 27 27 27 27 7'-1'' C 26 26 26 26 5'-6'' B 24 24 24 25 5.5 5'-2'' A 7'-0'' C 23 23 23 23 6'-6'' C 22 22 22 22 4'-11'' B 20 20 21 23 23 6 11'-4'' A 7'-3'' C 27 27 27 27 6'-9'' C 26 26 26 26 5'-2'' B 24 24 24 25 6 4'-9'' A 6'-8'' C 23 23 23 23 6'-2'' C 23 23 23 23 4'-8'' B 21 21 21 6.5 10'-5'' A 6'-11'' C 27 27 27 27 6'-5'' C 26 26 26 26 4'-11'' B 24 24 24 25 6.5 4'-4'' A 6'-4'' C 23 23 23 23 5'-11'' C 23 23 23 23 4'-5'' B 21 21 21 22 7 9'-8'' A 6'-7'' C 27 27 27 27 6'-2'' C 27 27 27 27 4'-8'' B 24 24 24 24 7 4'-1'' A 6'-0'' C 24 24 24 24 5'-7'' C 23 23 23 23 4'-2'' B 21 21 21 22 7.5 9'-1'' A 6'-4'' C 28 28 28 28 5'-11'' C 27 27 27 27 4'-5'' B 25 25 25 25 7.5 3'-9'' A 5'-9'' C 24 24 24 24 5'-5'' C 23 23 23 23 4'-0'' C 21 21 21 22 8 8.5 8'-6'' 8'-0'' A A 6'-1'' 5'-10'' C C 28 28 28 28 28 28 28 28 5'-8'' 5'-6'' C C 27 27 27 27 27 27 27 27 4'-3'' 4'-0'' B B 25 25 25 25 25 25 25 25 8 8.5 3'-6'' 3'-4'' A A 5'-7'' 5'-4'' C C 24 24 24 24 24 24 24 24 5'-2'' 5'-0'' C C 24 24 24 24 24 24 24 24 3'-9'' 3'-7'' C C 21 21 21 21 21 21 22 22 9 7'-6'' A 5'-8'' C 28 28 28 28 5'-3'' C 28 28 28 28 3'-10'' B 25 25 25 25 9.5 7'-2'' A 5'-6'' C 29 29 29 29 5'-1'' C 28 28 28 28 3'-9'' B 25 25 25 25 10 11 6'-9'' 6'-2'' A A 5'-4'' 5'-0'' C C 29 29 29 29 29 29 29 29 4'-11'' 4'-8'' C C 28 28 28 28 28 28 28 28 3'-7'' 3'-4'' C C 25 25 25 25 25 25 25 25 4.5 6'-4'' A 7'-1'' C 24 24 24 25 6'-7'' C 24 24 24 24 5'-1'' B 22 22 23 25 22 23 25 9'-9'' B 21 21 22 23 7'-10'' A 20 21 23 24 5 5'-8'' A 6'-8'' C 25 25 25 25 6'-3'' C 24 24 24 24 4'-8'' B 22 22 23 25 110 MPH EXPOSURE B 20 3 11'-10'' 110 MPH EXPOSURE C 30 or 90 MPH EXPOSURE C A 10'-5'' B 21 3 9'-6'' A 9'-0'' C 23 23 25 26 8'-4'' B 22 22 23 25 6'-7'' B 21 23 24 26 3.5 4 8'-2'' 7'-1'' A A 8'-3'' 7'-8'' C C 23 24 23 24 24 24 26 25 7'-8'' 7'-1'' C C 23 23 23 23 23 23 25 24 6'-0'' 5'-6'' B B 21 21 22 22 24 24 25 25 LIVE 3.5 10'-2'' A 9'-7'' C 22 22 23 24 8'-11'' B 21 21 22 23 7'-1'' B 20 21 23 24 5.5 5'-2'' A 6'-4'' C 25 25 25 25 5'-10'' C 24 24 24 24 4'-5'' B 22 22 23 24 LOAD 4 8'-11'' A 8'-11'' C 22 22 23 24 8'-3'' B 22 22 22 23 6'-6'' B 20 21 22 24 6 4'-9'' A 6'-0'' C 25 25 25 25 5'-7'' C 25 25 25 25 4'-1'' B 22 22 23 24 ONLY 4.5 5 7'-11'' 7'-1'' A A 8'-4'' 7'-10'' C C 23 23 23 23 23 23 24 23 7'-9'' 7'-3'' C C 22 23 22 23 22 23 23 23 6'-1'' 5'-8'' B B 20 21 21 21 22 22 23 23 6.5 7 4'-4'' 4'-1'' A A 5'-8'' 5'-5'' C C 25 26 25 26 25 26 25 26 5'-4'' 5'-1'' C C 25 25 25 25 25 25 25 25 3'-11'' 3'-8'' C C 22 23 22 23 22 23 24 24 5.5 6'-5'' A 7'-5'' C 23 23 23 23 6'-11'' C 23 23 23 23 5'-3'' B 21 21 22 23 6 5'-11'' A 7'-0'' C 24 24 24 24 6'-6'' C 23 23 23 23 5'-0'' B 21 21 21 23 OVER- 6.5 7 5'-5'' 5'-1'' A A 6'-8'' 6'-5'' C C 24 24 24 24 24 24 24 24 6'-3'' 6'-0'' C C 23 24 23 24 23 24 23 24 4'-8'' 4'-6'' B B 21 21 21 21 21 21 23 22 HANG (FT) 6' 7' 8' 9' 7.5 4'-9'' A 6'-2'' C 24 24 24 24 5'-9'' C 24 24 24 24 4'-3'' B 22 22 22 22 0' 3' 3.5' 4' 4.5' 5' TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 10' 11' 12' 13' 14' 15' 5.5' 6' 6.5' 7' 16' 17' 18' 19' 20' 21' 22' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 8 4'-5'' A 5'-11'' C 25 25 25 25 5'-6'' C 24 24 24 24 4'-1'' B 22 22 22 22 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 8.5 4'-2'' A 5'-8'' C 25 25 25 25 5'-4'' C 24 24 24 24 3'-11'' B 22 22 22 22 2' n/a n/a n/a n/a n/a 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 9 9.5 3'-11'' 3'-9'' A A 5'-6'' 5'-4'' C C 25 25 25 25 25 25 25 25 5'-1'' 4'-11'' C C 24 25 24 25 24 25 24 25 3'-9'' 3'-7'' C C 22 22 22 22 22 22 22 22 3' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 9.5' n/a 10' n/a 10.5' n/a 11' n/a 11.5' n/a 12' 12.5' 12.5' 13' 110 MPH EXPOSURE C LIVE 20 3 3.5 11'-10'' 10'-2'' A A 9'-7'' 8'-10'' C C 23 24 23 24 25 25 26 26 9'-0'' 8'-3'' B C 23 23 23 23 24 23 25 25 7'-2'' 6'-6'' B B 21 22 23 23 25 24 26 26 LOAD ONLY 4 4.5 8'-11'' 7'-11'' A A 8'-2'' 7'-8'' C C 24 25 24 25 24 25 26 25 7'-8'' 7'-1'' C C 24 24 24 24 24 24 24 24 5'-11'' 5'-6'' B B 22 22 22 22 24 24 25 25 5 7'-1'' A 7'-2'' C 25 25 25 25 6'-8'' C 25 25 25 25 5'-1'' B 23 23 23 25 5.5 6'-5'' A 6'-10'' C 26 26 26 26 6'-4'' C 25 25 25 25 4'-9'' B 23 23 23 25 6 5'-11'' A 6'-5'' C 26 26 26 26 6'-0'' C 25 25 25 25 4'-6'' B 23 23 23 24 6.5 5'-5'' A 6'-2'' C 26 26 26 26 5'-9'' C 25 25 25 25 4'-3'' B 23 23 23 24 7 5'-1'' A 5'-10'' C 26 26 26 26 5'-6'' C 26 26 26 26 4'-0'' C 23 23 23 24 7.5 4'-9'' A 5'-7'' C 27 27 27 27 5'-3'' C 26 26 26 26 3'-10'' C 23 23 23 24 8 8.5 4'-5'' 4'-2'' A A 5'-5'' 5'-2'' C C 27 27 27 27 27 27 27 27 5'-0'' 4'-10'' C C 26 26 26 26 26 26 26 26 3'-8'' 3'-6'' C C 24 24 24 24 24 24 24 24 9 3'-11'' A 5'-0'' C 27 27 27 27 4'-8'' C 27 27 27 27 3'-4'' C 24 24 24 24 9.5 10 3'-9'' 3'-6'' A A 4'-10'' 4'-8'' C C 27 28 27 28 27 28 27 28 4'-6'' 4'-4'' C C 27 27 27 27 27 27 27 27 3'-3'' 3'-1'' C C 24 24 24 24 24 24 24 24 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.5 ICC ESR 1398 (2009 IBC) 10/11/2011 TABLE 6.3 Post Requirements for Attached Single Span Structures Post Description Max POST Detail Hgt Code Twin 0.062"x1.5"x1.5" Scroll 9' A AC 0.042"x3"x8" Aluminum Post 11' B N30 0.024"Post with Sideplates 12' B N16, BK Clover 0.030"x3"x3" Alum 11' B N11, AH Clover 0.040"x3"x3" Alum 12' B N11, AH Colonial 0.062" Extruded 12' C AE 0.041"x3"x3" Steel Clover 12' D N11, AH 0.041"x3"x3" Steel Clover 8' E N11, AH 3/16"x3"x3" Steel Square 15' H N17, AG 1/4""x3"x3" Steel Square 15' I N17, AG 3/16"x4"x4" Steel Square 15' J N17, AG 1/2"x4"x4" Steel Square 15' K N17, AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 6.5 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM) TABLE 6.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Max POST Footing Height Code Detail # 0.041"x3"x3" Steel Clover d= 20'' 9' B N11, AH 0.041"x3"x3" Steel Clover d= 21'' 8' B N11, AH 3/16"x3"x3" Steel Square d= 28'' 12' C N17, AG 3/16"x3"x3" Steel Square d= 28'' 8' D N17, AG 1/4""x3"x3" Steel Square d= 28'' 12' D N17, AG 3/16"x4"x4" Steel Square d= 28'' 12' E N17, AG 1/2"x4"x4" Steel Square d= 37'' 12' D N17, AG 1/2"x4"x4" Steel Square d= 31'' 15' D N17, AG Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 33 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS Classic Extruded Fascia (Detail H) Alaskan Extruded Fascia (Detail K) TABLE 6.6 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) 105 MPH EXPOSURE B MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) Double Steel Cloverleaf (Detail AA) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 6.6 TYPE FOOTER SIZE "d" (in) 8' 10' GROUND 12' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD MAX POST (FT) POST ON SLAB FOR (FT) SLAB (FT) 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 3.5 19'-5'' A 13'-6'' B 24 24 24 25 11'-9'' B 23 23 23 24 12'-2'' B 23 23 24 26 LOAD 4 17'-0'' A 12'-11'' C 25 25 25 25 11'-2'' B 23 23 23 24 11'-8'' B 24 24 24 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 5 13'-7'' A 12'-0'' C 26 26 26 26 10'-5'' C 25 25 25 25 10'-10'' C 25 25 25 5.5 12'-4'' A 11'-7'' C 26 26 26 26 9'-11'' C 10'-6'' C "d" (in) SPACING POST "d" (in) (FT) TYPE SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) or 90 MPH EXPOSURE C 3 11'-4'' A 12'-6'' C 23 23 24 26 10'-10'' B 22 22 23 25 11'-3'' C 22 23 25 26 3.5 9'-8'' A 11'-11'' C 24 24 24 25 10'-4'' C 22 22 23 24 10'-9'' C 23 23 24 26 26 4 8'-6'' A 11'-4'' C 24 24 24 25 9'-8'' C 23 23 23 24 10'-3'' C 23 23 24 26 25 4.5 7'-6'' A 10'-11'' C 25 25 25 25 9'-1'' C 23 23 23 24 9'-10'' C 24 24 24 25 25 5 6'-9'' A 10'-7'' C 25 25 25 25 8'-7'' C 24 24 24 24 9'-6'' C 25 25 25 25 25 5.5 6'-2'' A 10'-3'' C 26 26 26 26 8'-2'' C 24 24 24 24 9'-3'' C 25 25 25 25 11'-3'' C 27 27 27 27 9'-6'' C 25 25 25 25 10'-2'' C 26 26 26 26 6 5'-8'' A 9'-11'' D 27 27 27 27 7'-9'' C 25 25 25 25 8'-11'' C 26 26 26 26 11'-0'' C 27 27 27 27 9'-1'' C 26 26 26 26 9'-11'' C 26 26 26 26 6.5 5'-2'' A 9'-8'' D 27 27 27 27 7'-5'' C 25 25 25 25 8'-9'' 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 4'-10'' A 9'-5'' D 27 27 27 27 7'-2'' C 25 25 25 25 8'-6'' D 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 7.5 4'-6'' A 9'-2'' D 28 28 28 28 6'-11'' C 25 25 25 25 8'-3'' D 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 4'-3'' A 9'-0'' D 28 28 28 28 6'-8'' C 26 26 26 26 8'-0'' D 27 27 27 27 8.5 8'-0'' D 29 29 29 29 7'-10'' 28 28 25 "d" (in) MAX POST LENGTH MIN FOOTER A 28 25 CONSTRAINED FOOTER MAX POST A C 25 12' 11'-4'' 27 25 "d" (in) 10' 10'-5'' 27 25 SIZE 8' 6 27 25 TYPE FOOTER Double Steel Cloverleaf (Detail AA) Attached Freestanding or Structure Multispan Units 6.5 C 25 25 Alaskan Extruded Fascia (Detail K) Attached Freestanding or Structure Multispan Units MAX POST LENGTH MIN SPACING POST 110 MPH EXPOSURE B 10 A 10'-0'' 27 9'-1'' 8.5 4'-0'' A 8'-10'' D 29 29 29 29 6'-5'' C 26 26 26 26 7'-9'' D 27 27 27 27 9 7'-6'' A 9'-10'' D 29 29 29 29 7'-7'' C 27 27 27 27 8'-11'' C 28 28 28 28 9 3'-9'' A 8'-8'' D 29 29 29 29 6'-3'' C 26 26 26 26 7'-6'' D 28 28 28 28 9.5 7'-2'' A 9'-8'' D 30 30 30 30 7'-5'' C 27 27 27 27 8'-9'' C 29 29 29 28 29 9.5 3'-7'' A 8'-6'' D 29 29 29 29 6'-0'' C 26 26 26 26 7'-4'' D 28 28 28 28 10 6'-9'' A 9'-6'' D 30 30 30 30 7'-2'' C 27 27 27 27 8'-7'' D 29 29 29 29 11 6'-2'' A 9'-2'' D 31 31 31 31 6'-10'' C 28 28 28 28 8'-2'' D 29 29 29 29 12 13 5'-8'' 5'-2'' A A 8'-11'' 8'-8'' D D 31 32 31 32 31 32 31 32 6'-6'' 6'-2'' C C 28 28 28 28 28 28 28 28 7'-10'' 7'-6'' D D 30 30 30 30 30 30 30 30 4.5 7'-6'' A 10'-3'' C 27 27 27 27 8'-3'' C 25 25 25 26 9'-3'' C 26 26 26 27 A 13'-3'' C 25 25 26 28 11'-6'' B 24 24 25 26 12'-0'' B 24 25 26 28 5 6'-9'' A 9'-11'' D 28 28 28 28 7'-9'' C 26 26 26 26 8'-11'' C 27 27 27 27 110 MPH EXPOSURE C 25 105 MPH EXPOSURE C LIVE POST WIDTH SPACING REQ'D (PSF) or 85 MPH EXPOSURE C LIVE 10 TRIB Classic Extruded Fascia (Detail H) Attached Freestanding or Structure Multispan Units 3 22'-8'' 3 11'-4'' A 11'-9'' C 25 25 26 28 10'-2'' C 24 24 25 26 10'-7'' C 24 25 26 28 3.5 4 9'-8'' 8'-6'' A A 11'-2'' 10'-8'' C C 26 27 26 27 26 27 27 27 9'-5'' 8'-9'' C C 24 25 24 25 25 25 26 26 10'-1'' 9'-7'' C C 25 26 25 26 26 26 28 27 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 5.5 6'-2'' A 9'-7'' D 29 29 29 29 7'-5'' C 26 26 26 26 8'-8'' C 28 28 28 28 LOAD 4 17'-0'' A 12'-0'' C 27 27 27 27 10'-5'' C 26 26 26 26 10'-10'' C 26 26 26 27 6 5'-8'' A 9'-4'' D 29 29 29 29 7'-0'' C 27 27 27 27 8'-5'' D 28 28 28 28 ONLY 4.5 15'-1'' A 11'-7'' C 28 28 28 28 9'-11'' C 26 26 26 26 10'-5'' C 27 27 27 27 6.5 5'-2'' A 9'-1'' D 30 30 30 30 6'-9'' C 27 27 27 27 8'-1'' D 29 29 29 29 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 7 4'-10'' A 8'-10'' D 30 30 30 30 6'-5'' C 27 27 27 27 7'-9'' D 29 29 29 29 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 7.5 4'-6'' A 8'-8'' D 31 31 31 31 6'-2'' C 27 27 27 27 7'-6'' D 29 29 29 29 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 8 4'-3'' A 8'-5'' D 31 31 31 31 6'-0'' C 28 28 28 28 7'-3'' D 30 30 30 30 6.5 10'-5'' A 10'-3'' C 30 30 30 30 8'-2'' C 28 28 28 28 9'-3'' C 29 29 29 29 8.5 4'-0'' A 8'-3'' D 32 32 32 32 5'-9'' D 28 28 28 28 7'-1'' D 30 30 30 30 7 9'-8'' A 10'-0'' D 30 30 30 30 7'-10'' C 28 28 28 28 9'-0'' C 29 29 29 29 9 3'-9'' A 8'-1'' D 32 32 32 32 5'-7'' D 28 28 28 28 6'-10'' D 30 30 30 30 7.5 9'-1'' A 9'-9'' D 31 31 31 31 7'-7'' 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 8'-7'' D 30 30 30 30 8.5 8'-0'' A 9'-4'' D 32 32 32 32 7'-1'' C 29 29 29 29 8'-5'' D 31 31 31 31 9.5 D 32 32 32 32 5'-5'' D 28 28 28 28 6'-8'' D 30 30 30 30 3 9'-6'' 3'-7'' A A 12'-4'' 7'-10'' C 21 22 23 24 10'-8'' C 20 21 22 23 11'-1'' C 20 22 23 25 100 MPH EXPOSURE B 30 or 9 7'-6'' A 9'-2'' D 32 32 32 32 6'-10'' C 29 29 29 29 8'-2'' D 31 31 31 31 3.5 8'-2'' A 11'-8'' C 22 22 23 24 10'-2'' C 21 21 22 23 10'-6'' C 21 22 23 24 9.5 7'-2'' A 9'-0'' D 33 33 33 33 6'-7'' C 29 29 29 29 7'-11'' D 31 31 31 31 4 7'-1'' A 11'-2'' C 23 23 23 24 9'-5'' C 21 21 22 23 10'-1'' C 22 22 23 24 10 6'-9'' A 8'-10'' D 33 33 33 33 6'-5'' C 30 30 30 30 7'-9'' D 32 32 32 32 4.5 6'-4'' A 10'-9'' C 23 23 23 24 8'-10'' C 22 22 22 23 9'-8'' C 22 22 23 24 11 6'-2'' A 8'-7'' D 34 34 34 34 6'-1'' D 30 30 30 30 7'-5'' D 32 32 32 32 5 5'-8'' A 10'-4'' C 24 24 24 24 8'-5'' C 22 22 22 22 9'-4'' C 23 23 23 24 12 13 5'-8'' 5'-2'' A A 8'-4'' 8'-0'' D D 34 35 34 35 34 35 34 35 5'-10'' 5'-6'' D D 30 31 30 31 30 31 30 31 7'-1'' 6'-10'' D D 32 33 32 33 32 33 32 33 5.5 6 5'-2'' 4'-9'' A A 10'-0'' 9'-9'' C D 24 25 24 25 24 25 24 25 7'-11'' 7'-7'' C C 22 23 22 23 22 23 22 23 9'-1'' 8'-10'' C C 23 24 23 24 23 24 24 24 6.5 4'-4'' A 9'-6'' D 25 25 25 25 7'-3'' C 23 23 23 23 8'-7'' C 24 24 24 24 4'-1'' A 9'-3'' D 26 26 26 26 7'-0'' C 23 23 23 23 8'-4'' D 25 25 25 25 110 MPH EXPOSURE B 10 3 22'-8'' or 90 MPH EXPOSURE C A 13'-10'' B 24 24 25 26 12'-0'' B 22 22 24 25 12'-6'' B 23 24 25 26 7 LIVE 3.5 19'-5'' A 13'-2'' C 24 24 24 26 11'-5'' B 23 23 23 25 11'-11'' B 24 24 25 26 7.5 3'-9'' A 9'-1'' D 26 26 26 26 6'-8'' C 23 23 23 23 8'-0'' D 25 25 25 25 LOAD 4 17'-0'' A 12'-7'' C 25 25 25 26 10'-11'' B 24 24 24 25 11'-4'' C 24 24 25 26 8 3'-6'' A 8'-10'' D 26 26 26 26 6'-5'' C 24 24 24 24 7'-9'' D 25 25 25 25 ONLY 4.5 5 15'-1'' 13'-7'' A A 12'-1'' 11'-8'' C C 26 26 26 26 26 26 26 26 10'-6'' 10'-1'' C C 25 25 25 25 25 25 25 25 10'-11'' 10'-6'' C C 25 25 25 25 25 25 26 26 8.5 9 3'-4'' 3'-2'' A A 8'-8'' 8'-6'' D D 27 27 27 27 27 27 27 27 6'-3'' 6'-0'' C C 24 24 24 24 24 24 24 24 7'-6'' 7'-4'' D D 25 26 25 26 25 26 25 26 5.5 12'-4'' A 11'-4'' C 27 27 27 27 9'-7'' C 25 25 25 25 10'-3'' C 26 26 26 26 6 11'-4'' A 11'-0'' C 27 27 27 27 9'-2'' C 26 26 26 26 9'-11'' C 27 27 27 27 11'-9'' C 23 23 25 26 10'-2'' C 22 22 24 25 6.5 10'-5'' A 10'-8'' C 28 28 28 28 8'-9'' C 26 26 26 26 9'-8'' C 27 27 27 27 3.5 8'-2'' A 11'-2'' C 24 24 25 26 9'-5'' C 23 23 24 25 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 4 7'-1'' A 10'-8'' C 25 25 25 26 8'-9'' C 23 23 23 25 7.5 9'-1'' A 10'-2'' C 29 29 29 29 8'-1'' C 27 27 27 27 9'-2'' C 28 28 28 28 4.5 6'-4'' A 10'-3'' C 26 26 26 26 8'-3'' C 24 24 24 24 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 5 5'-8'' A 9'-11'' D 26 26 26 26 7'-9'' C 24 24 24 24 8.5 8'-0'' A 9'-9'' D 30 30 30 30 7'-7'' C 27 27 27 27 8'-10'' C 29 29 29 29 5.5 5'-2'' A 9'-7'' D 27 27 27 27 7'-5'' C 25 25 25 25 9 7'-6'' A 9'-7'' D 30 30 30 30 7'-4'' C 27 27 27 27 8'-8'' C 29 29 29 29 6 4'-9'' A 9'-4'' D 27 27 27 27 7'-0'' C 25 25 25 25 29 28 28 28 28 8'-6'' D 29 29 29 3 9'-6'' A 9.5 7'-2'' A 9'-5'' D 30 30 30 30 7'-1'' 6.5 4'-4'' A 9'-1'' D 28 28 28 28 6'-9'' C 25 25 25 25 10 6'-9'' A 9'-3'' D 31 31 31 31 6'-11'' C 28 28 28 28 8'-3'' D 30 30 30 30 7 4'-1'' A 8'-10'' D 28 28 28 28 6'-5'' C 25 25 25 25 11 6'-2'' A 9'-0'' D 31 31 31 31 6'-7'' C 28 28 28 28 7'-10'' D 30 30 30 30 7.5 3'-9'' A 8'-8'' D 29 29 29 29 6'-2'' C 26 26 26 26 12 13 5'-8'' 5'-2'' A A 8'-9'' 8'-6'' D D 32 33 32 33 32 33 32 33 6'-3'' 5'-11'' C C 29 29 29 29 29 29 29 29 7'-6'' 7'-3'' D D 31 31 31 31 31 31 31 31 8 8.5 3'-6'' 3'-4'' A A 8'-5'' 8'-3'' D D 29 30 29 30 29 30 29 30 6'-0'' 5'-9'' C D 26 26 26 26 26 26 26 26 9 3'-2'' A 8'-1'' D 30 30 30 30 5'-7'' D 26 26 26 26 ICC ESR 1398 (2009 IBC) 10/11/2011 C 100 MPH EXPOSURE C 30 Page 34 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS Classic Extruded Fascia (Detail H) Alaskan Extruded Fascia (Detail K) TABLE 6.6 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) Double Steel Cloverleaf (Detail AA) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 6.6 TYPE FOOTER SIZE "d" (in) 8' 10' GROUND 12' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD TRIB POST MAX WIDTH SPACING REQ'D POST (FT) (PSF) 110 MPH EXPOSURE C POST Classic Extruded Fascia (Detail H) Attached Freestanding or Structure Multispan Units ON SLAB FOR (FT) SLAB 10 3 22'-8'' A 12'-9'' C 26 26 26 28 11'-1'' B 25 25 25 27 11'-6'' B 25 25 27 28 LIVE 3.5 19'-5'' A 12'-1'' C 27 27 27 28 10'-6'' C 25 25 25 27 10'-11'' C 26 26 27 28 LOAD 4 17'-0'' A 11'-7'' C 27 27 27 28 10'-0'' C 26 26 26 26 10'-5'' C 26 26 26 ONLY 4.5 15'-1'' A 11'-1'' C 28 28 28 28 9'-4'' C 27 27 27 27 10'-0'' C 27 27 27 5 13'-7'' A 10'-9'' C 29 29 29 29 8'-10'' C 27 27 27 27 9'-8'' C 28 28 5.5 12'-4'' A 10'-5'' C 29 29 29 29 8'-5'' C 27 27 27 27 9'-5'' C 28 28 30 MAX POST LENGTH MIN SPACING POST (FT) 110 MPH EXPOSURE B Alaskan Extruded Fascia (Detail K) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) Double Steel Cloverleaf (Detail AA) Attached Freestanding or Structure Multispan Units TYPE SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) FOOTER SIZE TYPE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) or 90 MPH EXPOSURE C 3 9'-6'' A 12'-1'' C 23 23 24 25 10'-6'' C 21 22 23 24 10'-11'' C 22 23 24 26 3.5 8'-2'' A 11'-6'' C 23 23 24 25 9'-11'' C 22 22 23 24 10'-4'' C 23 23 24 26 28 4 7'-1'' A 11'-0'' C 24 24 24 25 9'-3'' C 23 23 23 24 9'-11'' C 23 23 24 25 28 4.5 6'-4'' A 10'-7'' C 25 25 25 25 8'-8'' C 23 23 23 24 9'-6'' C 24 24 24 25 28 28 5 5'-8'' A 10'-2'' C 25 25 25 25 8'-2'' C 23 23 23 23 9'-2'' C 24 24 24 25 28 28 5.5 5'-2'' A 9'-11'' D 26 26 26 26 7'-9'' C 24 24 24 24 8'-11'' C 25 25 25 25 6 11'-4'' A 10'-1'' C 30 30 30 30 8'-0'' C 28 28 28 28 9'-1'' C 29 29 29 29 6 4'-9'' A 9'-7'' D 26 26 26 26 7'-5'' C 24 24 24 24 8'-8'' C 25 25 25 25 6.5 10'-5'' A 9'-10'' D 31 31 31 31 7'-8'' C 28 28 28 28 8'-11'' C 29 29 29 29 6.5 4'-4'' A 9'-4'' D 27 27 27 27 7'-1'' C 24 24 24 24 8'-5'' D 26 26 26 26 7 9'-8'' A 9'-7'' D 31 31 31 31 7'-4'' C 28 28 28 28 8'-8'' C 30 30 30 30 7 4'-1'' A 9'-1'' D 27 27 27 27 6'-9'' C 25 25 25 25 8'-1'' D 26 26 26 26 7.5 9'-1'' A 9'-4'' D 31 31 31 31 7'-1'' C 29 29 29 29 8'-5'' D 30 30 30 30 7.5 3'-9'' A 8'-11'' D 28 28 28 28 6'-6'' C 25 25 25 25 7'-10'' D 26 26 26 26 8 8.5 8'-6'' 8'-0'' A A 9'-2'' 9'-0'' D D 32 32 32 32 32 32 32 32 6'-10'' 6'-7'' C C 29 29 29 29 29 29 29 29 8'-2'' 7'-11'' D D 31 31 31 31 31 31 31 31 8 8.5 3'-6'' 3'-4'' A A 8'-9'' 8'-6'' D D 28 28 28 28 28 28 28 28 6'-3'' 6'-1'' C C 25 25 25 25 25 25 25 25 7'-7'' 7'-4'' D D 27 27 27 27 27 27 27 27 9 7'-6'' A 8'-10'' D 33 33 33 33 6'-5'' C 29 29 29 29 7'-9'' D 31 31 31 31 9.5 7'-2'' A 8'-8'' D 33 33 33 33 6'-2'' C 30 30 30 30 7'-6'' D 32 32 32 32 10 11 6'-9'' 6'-2'' A A 8'-6'' 8'-3'' D D 34 34 34 34 34 34 34 34 6'-0'' 5'-8'' C D 30 30 30 30 30 30 30 30 7'-4'' 7'-0'' D D 32 32 32 32 32 32 32 32 110 MPH EXPOSURE B 20 3 11'-10'' 110 MPH EXPOSURE C 30 3 9'-6'' A 11'-5'' C 25 25 26 27 9'-10'' C 24 24 25 26 10'-4'' C 24 25 26 28 3.5 4 8'-2'' 7'-1'' A A 10'-10'' 10'-4'' C C 26 26 26 26 26 26 27 27 9'-0'' 8'-5'' C C 24 25 24 25 24 25 26 26 9'-9'' 9'-4'' C C 25 26 25 26 26 26 28 27 4.5 6'-4'' A 10'-0'' D 27 27 27 27 7'-11'' C 25 25 25 25 9'-0'' C 26 26 26 27 26 5 5'-8'' A 9'-7'' D 28 28 28 28 7'-5'' C 25 25 25 25 8'-8'' C 27 27 27 27 or 90 MPH EXPOSURE C A 12'-6'' C 23 23 24 26 10'-10'' B 22 22 23 25 11'-3'' C 22 23 25 LIVE 3.5 10'-2'' A 11'-11'' C 24 24 24 25 10'-4'' C 22 22 23 24 10'-9'' C 23 23 24 26 5.5 5'-2'' A 9'-4'' D 28 28 28 28 7'-1'' C 26 26 26 26 8'-5'' D 27 27 27 27 LOAD 4 8'-11'' A 11'-4'' C 24 24 24 25 9'-8'' C 23 23 23 24 10'-3'' C 23 23 24 26 6 4'-9'' A 9'-1'' D 29 29 29 29 6'-9'' C 26 26 26 26 8'-1'' D 28 28 28 28 ONLY 4.5 5 7'-11'' 7'-1'' A A 10'-11'' 10'-7'' C C 25 25 25 25 25 25 25 25 9'-1'' 8'-7'' C C 23 24 23 24 23 24 24 24 9'-10'' 9'-6'' C C 24 25 24 25 24 25 25 25 6.5 7 4'-4'' 4'-1'' A A 8'-10'' 8'-7'' D D 29 30 29 30 29 30 29 30 6'-5'' 6'-2'' C C 26 27 26 27 26 27 26 27 7'-9'' 7'-5'' D D 28 29 28 29 28 29 28 29 5.5 6'-5'' A 10'-3'' C 26 26 26 26 8'-2'' C 24 24 24 24 9'-3'' C 25 25 25 25 6 5'-11'' A 9'-11'' D 27 27 27 27 7'-9'' C 25 25 25 25 8'-11'' C 26 26 26 26 OVER- 6.5 7 5'-5'' 5'-1'' A A 9'-8'' 9'-5'' D D 27 27 27 27 27 27 27 27 7'-5'' 7'-2'' C C 25 25 25 25 25 25 25 25 8'-9'' 8'-6'' C D 26 27 26 27 26 27 26 27 HANG (FT) 6' 7' 8' 9' 7.5 4'-9'' A 9'-2'' D 28 28 28 28 6'-11'' C 25 25 25 25 8'-3'' D 27 27 27 27 0' 3' 3.5' 4' 4.5' 5' TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 10' 11' 12' 13' 14' 15' 5.5' 6' 6.5' 7' 16' 17' 18' 19' 20' 21' 22' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 8 4'-5'' A 9'-0'' D 28 28 28 28 6'-8'' C 26 26 26 26 8'-0'' D 27 27 27 27 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 8.5 4'-2'' A 8'-10'' D 29 29 29 29 6'-5'' C 26 26 26 26 7'-9'' D 27 27 27 27 2' n/a n/a n/a n/a n/a 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 9 9.5 3'-11'' 3'-9'' A A 8'-8'' 8'-6'' D D 29 29 29 29 29 29 29 29 6'-3'' 6'-0'' C C 26 26 26 26 26 26 26 26 7'-6'' 7'-4'' D D 28 28 28 28 28 28 28 28 3' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 9.5' n/a 10' n/a 10.5' n/a 11' n/a 11.5' n/a 12' 12.5' 12.5' 13' 110 MPH EXPOSURE C LIVE 20 3 3.5 11'-10'' 10'-2'' A A 11'-11'' 11'-4'' C C 25 26 25 26 26 26 28 27 10'-4'' 9'-8'' C C 24 25 24 25 25 25 27 26 10'-9'' 10'-3'' C C 24 25 25 25 27 26 28 28 LOAD ONLY 4 4.5 8'-11'' 7'-11'' A A 10'-10'' 10'-5'' C C 27 27 27 27 27 27 27 27 9'-0'' 8'-5'' C C 25 26 25 26 25 26 26 26 9'-9'' 9'-5'' C C 26 27 26 27 26 27 28 27 5 7'-1'' A 10'-0'' D 28 28 28 28 8'-0'' C 26 26 26 26 9'-1'' C 27 27 27 27 5.5 6'-5'' A 9'-9'' D 29 29 29 29 7'-7'' C 26 26 26 26 8'-9'' C 28 28 28 28 6 5'-11'' A 9'-5'' D 29 29 29 29 7'-2'' C 27 27 27 27 8'-6'' D 28 28 28 28 6.5 5'-5'' A 9'-2'' D 30 30 30 30 6'-11'' C 27 27 27 27 8'-3'' D 29 29 29 29 7 5'-1'' A 9'-0'' D 30 30 30 30 6'-7'' C 27 27 27 27 7'-11'' D 29 29 29 29 7.5 4'-9'' A 8'-9'' D 31 31 31 31 6'-4'' C 28 28 28 28 7'-8'' D 29 29 29 29 8 8.5 4'-5'' 4'-2'' A A 8'-7'' 8'-5'' D D 31 32 31 32 31 32 31 32 6'-2'' 5'-11'' C D 28 28 28 28 28 28 28 28 7'-5'' 7'-2'' D D 30 30 30 30 30 30 30 30 9 3'-11'' A 8'-3'' D 32 32 32 32 5'-9'' D 28 28 28 28 7'-0'' D 30 30 30 30 9.5 10 3'-9'' 3'-6'' A A 8'-0'' 7'-10'' D D 32 33 32 33 32 33 32 33 5'-7'' 5'-5'' D D 29 29 29 29 29 29 29 29 6'-10'' 6'-8'' D D 31 31 31 31 31 31 31 31 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.6 ICC ESR 1398 (2009 IBC) 10/11/2011 TABLE 6.3 Post Requirements for Attached Single Span Structures Post Description Max POST DETAIL Hgt Code Twin 0.062"x1.5"x1.5" Scroll 9' A AC 0.042"x3"x8" Aluminum Post 11' B N30 0.024"Post with Sideplates 12' B N16, BK Clover 0.030"x3"x3" Alum 11' B N11, AH Clover 0.040"x3"x3" Alum 12' B N11, AH Colonial 0.062" Extruded 12' C AE 0.041"x3"x3" Steel Clover 12' D N11, AH 0.041"x3"x3" Steel Clover 8' E N11, AH 3/16"x3"x3" Steel Square 15' H N17, AG 1/4""x3"x3" Steel Square 15' I N17, AG 3/16"x4"x4" Steel Square 15' J N17, AG 1/2"x4"x4" Steel Square 15' K N17, AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 6.6 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM) TABLE 6.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Max POST Footing Height Code Detail # 0.041"x3"x3" Steel Clover d= 20'' 9' B N11, AH 0.041"x3"x3" Steel Clover d= 21'' 8' B N11, AH 3/16"x3"x3" Steel Square d= 28'' 12' C N17, AG 3/16"x3"x3" Steel Square d= 28'' 8' D N17, AG 1/4""x3"x3" Steel Square d= 28'' 12' D N17, AG 3/16"x4"x4" Steel Square d= 28'' 12' E N17, AG 1/2"x4"x4" Steel Square d= 37'' 12' D N17, AG 1/2"x4"x4" Steel Square d= 31'' 15' D N17, AG Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 35 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS 4"x3" I Beam (Detail Y) 7"x4" I Beam (Detail Q) TABLE 6.7 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) 105 MPH EXPOSURE B MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) 16 Gauge x3"x8" Steel C (Detail T) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 6.7 TYPE FOOTER SIZE "d" (in) 8' 10' GROUND 12' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD MAX POST (FT) POST ON SLAB FOR (FT) SLAB (FT) 3 22'-8'' A 10'-1'' A 21 23 24 26 13'-11'' B 23 27 29 30 15'-9'' B 24 28 30 32 3.5 19'-5'' A 9'-9'' A 21 23 24 26 13'-5'' B 24 27 28 30 14'-2'' C 24 28 29 31 LOAD 4 17'-0'' A 9'-5'' B 22 23 24 25 12'-11'' C 25 26 28 30 12'-11'' C 25 27 29 ONLY 4.5 15'-1'' A 9'-2'' B 23 23 24 25 12'-7'' C 25 26 28 29 11'-11'' C 25 27 28 5 13'-7'' A 8'-6'' B 23 23 24 25 12'-3'' C 26 26 28 29 11'-0'' C 25 26 5.5 12'-4'' A 25 7"x4" I Beam (Detail Q) Attached Freestanding or Structure Multispan Units MAX POST LENGTH MIN SPACING POST 110 MPH EXPOSURE B 10 TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) 16 Gauge x3"x8" Steel C (Detail T) Attached Freestanding or Structure Multispan Units TYPE SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) or 90 MPH EXPOSURE C 3 11'-4'' A 9'-6'' B 21 23 25 26 13'-7'' C 23 27 29 31 12'-3'' C 23 27 29 31 3.5 9'-8'' A 8'-6'' B 21 23 24 26 13'-1'' C 24 27 29 30 11'-0'' C 23 27 28 30 30 4 8'-6'' A 7'-8'' B 21 22 24 25 12'-8'' C 25 27 29 30 9'-11'' C 23 26 28 29 30 4.5 7'-6'' A 6'-11'' B 21 22 23 25 12'-4'' C 26 27 28 30 9'-1'' C 23 26 27 29 28 29 5 6'-9'' A 6'-4'' B 22 22 23 24 11'-7'' D 26 26 28 30 8'-4'' C 24 25 27 28 7'-11'' B 23 23 23 25 12'-0'' C 27 27 28 29 10'-3'' C 25 26 27 29 5.5 6'-2'' A 5'-11'' B 22 22 23 24 10'-9'' D 26 26 28 29 7'-7'' C 24 25 26 28 6 11'-4'' A 7'-5'' B 23 23 23 24 11'-9'' C 27 27 28 29 9'-8'' C 25 25 27 28 6 5'-8'' A 5'-6'' C 22 22 22 24 10'-0'' D 27 27 27 29 7'-0'' C 24 24 26 27 6.5 10'-5'' A 6'-11'' B 23 23 23 24 11'-6'' C 28 28 28 29 9'-1'' C 26 26 27 28 6.5 5'-2'' A 5'-1'' C 22 22 22 23 9'-5'' D 27 27 27 28 6'-5'' C 24 24 25 27 7 9'-8'' A 6'-6'' B 24 24 24 24 11'-4'' C 28 28 28 29 8'-7'' C 26 26 26 28 7 4'-10'' A 4'-9'' C 22 22 22 23 8'-10'' D 27 27 27 28 6'-0'' C 24 24 25 27 7.5 9'-1'' A 6'-2'' B 24 24 24 24 11'-1'' D 29 29 29 29 8'-1'' C 26 26 26 27 7.5 4'-6'' A 4'-6'' C 22 22 22 23 8'-4'' D 27 27 27 28 5'-7'' C 24 24 25 26 8 8'-6'' A 5'-10'' B 24 24 24 24 10'-8'' D 29 29 29 29 7'-7'' C 26 26 26 27 8 4'-3'' A 4'-3'' C 22 22 22 23 7'-11'' D 27 27 27 27 5'-3'' C 24 24 24 26 8.5 8'-0'' A 5'-6'' C 24 24 24 24 10'-2'' D 29 29 29 29 7'-1'' C 26 26 26 27 8.5 4'-0'' A 4'-0'' C 22 22 22 23 7'-6'' D 27 27 27 27 4'-11'' C 24 24 24 26 9 7'-6'' A 5'-3'' C 24 24 24 24 9'-8'' D 29 29 29 29 6'-9'' C 26 26 26 26 9 3'-9'' A 3'-10'' C 22 22 22 23 7'-2'' D 27 27 27 27 4'-8'' C 24 24 24 25 9.5 7'-2'' A 5'-0'' C 24 24 24 24 9'-3'' D 29 29 29 29 6'-4'' C 26 26 26 26 9.5 3'-7'' A 3'-8'' C 22 22 22 22 6'-10'' D 27 27 27 27 4'-5'' C 24 24 24 25 10 6'-9'' A 4'-10'' C 24 24 24 24 8'-11'' D 29 29 29 29 6'-1'' C 26 26 26 26 11 6'-2'' A 4'-5'' C 24 24 24 24 8'-3'' D 30 30 30 30 5'-6'' C 26 26 26 26 12 13 5'-8'' 5'-2'' A A 4'-1'' 3'-10'' C C 24 24 24 24 24 24 24 24 7'-8'' 7'-2'' D D 30 30 30 30 30 30 30 30 5'-1'' 4'-8'' C C 26 26 26 26 26 26 26 26 4.5 A 9'-4'' A 22 25 26 28 12'-10'' C 25 29 31 32 13'-9'' C 26 30 32 33 5 110 MPH EXPOSURE C 25 105 MPH EXPOSURE C LIVE POST WIDTH SPACING REQ'D (PSF) or 85 MPH EXPOSURE C LIVE 10 TRIB 4"x3" I Beam (Detail Y) Attached Freestanding or Structure Multispan Units 3 22'-8'' 3 11'-4'' A 8'-3'' B 22 25 26 28 12'-7'' C 26 29 31 33 10'-9'' C 24 29 31 32 3.5 4 9'-8'' 8'-6'' A A 7'-4'' 6'-7'' B B 23 23 24 23 26 25 27 27 12'-1'' 11'-9'' C C 27 28 29 29 31 31 33 32 9'-7'' 8'-8'' C C 25 25 28 28 30 29 32 31 7'-6'' A 5'-11'' B 23 23 25 26 10'-10'' D 28 28 30 32 7'-9'' C 25 27 29 30 6'-9'' A 5'-5'' B 23 23 24 26 10'-0'' D 28 28 30 31 7'-0'' C 25 26 28 30 3.5 19'-5'' A 9'-0'' B 23 24 26 27 12'-4'' C 26 29 30 32 12'-4'' C 26 29 31 33 5.5 6'-2'' A 5'-0'' C 23 23 24 25 9'-3'' D 28 28 29 31 6'-4'' C 25 26 28 29 LOAD 4 17'-0'' A 8'-8'' B 24 24 26 27 11'-11'' C 27 28 30 32 11'-3'' C 26 29 30 32 6 5'-8'' A 4'-8'' C 23 23 24 25 8'-7'' D 28 28 29 30 5'-10'' C 25 25 27 29 ONLY 4.5 15'-1'' A 7'-11'' B 24 24 25 27 11'-8'' C 28 28 30 31 10'-4'' C 27 28 30 31 6.5 5'-2'' A 4'-4'' C 23 23 23 25 8'-1'' D 29 29 29 30 5'-4'' C 25 25 27 28 5 13'-7'' A 7'-4'' B 25 25 25 26 11'-4'' C 28 28 30 31 9'-6'' C 27 28 29 31 7 4'-10'' A 4'-1'' C 23 23 23 25 7'-7'' D 29 29 29 30 5'-0'' C 25 25 26 28 5.5 12'-4'' A 6'-9'' B 25 25 25 26 11'-1'' C 29 29 30 31 8'-10'' C 27 27 29 30 7.5 4'-6'' A 3'-10'' C 23 23 23 24 7'-2'' D 29 29 29 29 4'-8'' C 25 25 26 28 6 11'-4'' A 6'-3'' B 25 25 25 26 10'-10'' C 30 30 30 31 8'-3'' C 27 27 28 30 8 4'-3'' A 3'-7'' C 23 23 23 24 6'-9'' D 29 29 29 29 4'-4'' C 25 25 26 27 6.5 10'-5'' A 5'-11'' C 25 25 25 26 10'-8'' D 30 30 30 31 7'-7'' C 27 27 28 30 8.5 4'-0'' A 3'-5'' C 23 23 23 24 6'-5'' D 29 29 29 29 4'-1'' C 25 25 25 27 7 9'-8'' A 5'-6'' C 25 25 25 25 10'-1'' D 31 31 31 31 7'-1'' C 27 27 28 29 9 3'-9'' A 3'-3'' C 23 23 23 24 6'-1'' D 29 29 29 29 3'-11'' C 25 25 25 27 7.5 9'-1'' A 5'-2'' C 25 25 25 25 9'-7'' D 31 31 31 31 6'-7'' C 27 27 27 29 8 8'-6'' A 4'-11'' C 25 25 25 25 9'-1'' D 31 31 31 31 6'-2'' C 27 27 27 28 8.5 8'-0'' A 4'-8'' C 25 25 25 25 8'-8'' D 31 31 31 31 5'-10'' C 27 27 27 28 9 7'-6'' A 4'-5'' C 25 25 25 25 8'-3'' D 31 31 31 31 5'-6'' C 27 27 27 9.5 7'-2'' A 4'-3'' C 25 25 25 25 7'-10'' D 31 31 31 31 5'-3'' C 27 27 10 6'-9'' A 4'-0'' C 25 25 25 25 7'-6'' D 31 31 31 31 5'-0'' C 27 11 6'-2'' A 3'-8'' C 25 25 25 25 6'-11'' D 31 31 31 31 4'-6'' C 12 13 5'-8'' 5'-2'' A A 3'-5'' 3'-2'' C C 26 26 26 26 26 26 26 26 6'-5'' 6'-0'' D D 31 32 31 32 31 32 31 32 4'-2'' 3'-10'' C C 110 MPH EXPOSURE B 10 3 22'-8'' 9.5 C 24 24 24 24 5'-10'' D 29 29 29 29 3'-8'' C 25 25 25 26 3 9'-6'' A 9'-2'' B 19 22 23 25 14'-2'' C 22 26 28 29 11'-10'' C 21 26 28 29 28 3.5 8'-2'' A 8'-2'' B 19 21 23 24 13'-8'' C 23 26 28 29 10'-7'' C 21 25 27 28 27 27 4 7'-1'' A 7'-4'' B 20 21 22 24 13'-2'' C 24 26 28 29 9'-7'' C 21 25 26 28 27 27 27 4.5 6'-4'' A 6'-8'' B 20 21 22 23 12'-1'' C 24 25 27 28 8'-9'' C 22 24 26 27 27 27 27 27 5 5'-8'' A 6'-1'' B 20 20 22 23 11'-2'' C 24 25 27 28 8'-0'' C 22 24 25 27 27 27 27 27 27 27 27 27 5.5 6 5'-2'' 4'-9'' A A 5'-8'' 5'-3'' B B 20 20 20 20 21 21 23 22 10'-4'' 9'-8'' D D 24 25 25 25 26 26 28 27 7'-3'' 6'-8'' C C 22 22 23 23 25 24 26 26 6.5 4'-4'' A 4'-11'' B 20 20 21 22 9'-0'' D 25 25 25 27 6'-2'' C 22 23 24 25 32 7 4'-1'' A 4'-7'' C 20 20 21 22 8'-6'' D 25 25 25 26 5'-9'' C 22 22 24 25 or 90 MPH EXPOSURE C A 9'-11'' A 21 23 25 26 13'-7'' B 23 27 29 31 15'-0'' C 24 29 30 3'-7'' A 3'-1'' 100 MPH EXPOSURE B 30 or LIVE 3.5 19'-5'' A 9'-6'' B 22 23 25 26 13'-1'' C 24 27 29 30 13'-6'' C 25 28 30 31 7.5 3'-9'' A 4'-4'' C 20 20 21 22 8'-0'' D 25 25 25 26 5'-4'' C 22 22 23 25 LOAD 4 17'-0'' A 9'-2'' B 23 23 25 26 12'-8'' C 25 27 29 30 12'-4'' C 25 27 29 31 8 3'-6'' A 4'-1'' C 20 20 20 22 7'-7'' D 25 25 25 26 5'-0'' C 22 22 23 24 ONLY 4.5 5 15'-1'' 13'-7'' A A 8'-9'' 8'-1'' B B 23 23 23 23 24 24 26 25 12'-4'' 12'-0'' C C 26 27 27 27 28 28 30 30 11'-4'' 10'-6'' C C 25 25 27 27 29 28 30 30 8.5 9 3'-4'' 3'-2'' A A 3'-10'' 3'-8'' C C 20 20 20 20 20 20 21 21 7'-2'' 6'-10'' D D 25 25 25 25 25 25 26 25 4'-8'' 4'-5'' C C 22 22 22 22 23 23 24 24 5.5 12'-4'' A 7'-6'' B 23 23 24 25 11'-9'' C 27 27 28 30 9'-9'' C 26 26 28 29 6 11'-4'' A 7'-0'' B 24 24 24 25 11'-6'' C 28 28 28 30 9'-2'' C 26 26 27 29 8'-3'' B 21 23 25 26 13'-2'' C 24 28 30 32 6.5 10'-5'' A 6'-6'' B 24 24 24 24 11'-3'' C 28 28 28 29 8'-7'' C 26 26 27 28 3.5 8'-2'' A 7'-4'' B 21 23 24 26 12'-8'' C 25 28 30 31 7 9'-8'' A 6'-2'' B 24 24 24 24 11'-0'' C 29 29 29 29 8'-0'' C 26 26 27 28 4 7'-1'' A 6'-7'' B 21 22 24 25 11'-11'' C 26 28 29 31 7.5 9'-1'' A 5'-10'' B 24 24 24 24 10'-7'' D 29 29 29 29 7'-6'' C 26 26 26 28 4.5 6'-4'' A 5'-11'' B 21 22 24 25 10'-10'' C 26 27 29 30 8 8'-6'' A 5'-6'' B 24 24 24 24 10'-1'' D 29 29 29 29 7'-0'' C 26 26 26 27 5 5'-8'' A 5'-5'' B 22 22 23 25 10'-0'' D 26 27 28 30 8.5 8'-0'' A 5'-3'' B 24 24 24 24 9'-7'' D 29 29 29 29 6'-8'' C 26 26 26 27 5.5 5'-2'' A 5'-0'' B 22 22 23 24 9'-3'' D 26 26 28 29 9 7'-6'' A 5'-0'' C 24 24 24 24 9'-2'' D 30 30 30 30 6'-3'' C 26 26 26 27 6 4'-9'' A 4'-8'' C 22 22 23 24 8'-7'' D 27 27 27 29 100 MPH EXPOSURE C 30 3 9'-6'' A 9.5 7'-2'' A 4'-9'' C 24 24 24 24 8'-9'' D 30 30 30 30 5'-11'' C 26 26 26 26 6.5 4'-4'' A 4'-4'' C 22 22 22 24 8'-1'' D 27 27 27 29 10 6'-9'' A 4'-6'' C 24 24 24 24 8'-5'' D 30 30 30 30 5'-8'' C 26 26 26 26 7 4'-1'' A 4'-1'' C 22 22 22 24 7'-7'' D 27 27 27 28 11 6'-2'' A 4'-2'' C 24 24 24 24 7'-9'' D 30 30 30 30 5'-2'' C 26 26 26 26 7.5 3'-9'' A 3'-10'' C 22 22 22 23 7'-2'' D 27 27 27 28 12 13 5'-8'' 5'-2'' A A 3'-10'' 3'-7'' C C 24 24 24 24 24 24 24 24 7'-2'' 6'-9'' D D 30 30 30 30 30 30 30 30 4'-8'' 4'-4'' C C 26 26 26 26 26 26 26 26 8 8.5 3'-6'' 3'-4'' A A 3'-7'' 3'-5'' C C 22 22 22 22 22 22 23 23 6'-9'' 6'-5'' D D 27 27 27 27 27 27 28 27 9 3'-2'' A 3'-3'' C 22 22 22 23 6'-1'' D 27 27 27 27 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 36 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS 4"x3" I Beam (Detail Y) 7"x4" I Beam (Detail Q) TABLE 6.7 Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) 16 Gauge x3"x8" Steel C (Detail T) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 6.7 TYPE FOOTER SIZE "d" (in) 8' 10' GROUND 12' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD TRIB POST MAX WIDTH SPACING REQ'D POST (FT) (PSF) 110 MPH EXPOSURE C POST 4"x3" I Beam (Detail Y) Attached Freestanding or Structure Multispan Units ON SLAB FOR (FT) SLAB 10 3 22'-8'' A 9'-1'' B 23 25 27 28 12'-7'' C 26 29 31 33 12'-8'' C 26 30 32 34 LIVE 3.5 19'-5'' A 8'-9'' B 24 25 27 28 12'-1'' C 27 29 31 33 11'-5'' C 26 29 31 33 LOAD 4 17'-0'' A 8'-0'' B 24 24 26 28 11'-9'' C 28 29 31 32 10'-4'' C 26 29 31 ONLY 4.5 15'-1'' A 7'-3'' B 24 24 26 27 11'-5'' C 28 29 31 32 9'-6'' C 27 28 30 5 13'-7'' A 6'-8'' B 25 25 25 27 11'-1'' C 29 29 30 32 8'-9'' C 27 28 5.5 12'-4'' A 30 MAX POST LENGTH MIN SPACING POST (FT) 110 MPH EXPOSURE B 7"x4" I Beam (Detail Q) Attached Freestanding or Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) 16 Gauge x3"x8" Steel C (Detail T) Attached Freestanding or Structure Multispan Units TYPE SIZE "d" (in) 8' 10' 12' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) FOOTER SIZE TYPE "d" (in) 8' 10' 12' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) or 90 MPH EXPOSURE C 3 9'-6'' A 8'-10'' B 20 23 24 26 13'-7'' C 23 27 29 31 11'-5'' C 22 27 29 30 3.5 8'-2'' A 7'-10'' B 21 22 24 25 13'-1'' C 24 27 29 30 10'-3'' C 22 26 28 29 32 4 7'-1'' A 7'-1'' B 21 22 23 25 12'-8'' C 25 27 29 30 9'-3'' C 23 26 27 29 32 4.5 6'-4'' A 6'-5'' B 21 21 23 24 11'-8'' D 25 26 28 30 8'-5'' C 23 25 27 28 30 31 5 5'-8'' A 5'-10'' B 21 21 23 24 10'-9'' D 26 26 28 29 7'-7'' C 23 25 26 28 6'-2'' B 25 25 25 26 10'-10'' C 30 30 30 32 8'-0'' C 27 27 29 31 5.5 5'-2'' A 5'-5'' C 21 21 22 24 9'-11'' D 26 26 27 29 6'-11'' C 23 24 26 27 6 11'-4'' A 5'-9'' B 25 25 25 26 10'-5'' C 30 30 30 32 7'-4'' C 27 27 28 30 6 4'-9'' A 5'-0'' C 21 21 22 23 9'-3'' D 26 26 27 28 6'-4'' C 23 24 25 27 6.5 10'-5'' A 5'-4'' B 25 25 25 26 9'-10'' D 30 30 30 31 6'-10'' C 27 27 28 30 6.5 4'-4'' A 4'-8'' C 21 21 22 23 8'-8'' D 26 26 26 28 5'-10'' C 23 23 25 26 7 9'-8'' A 5'-0'' B 25 25 25 25 9'-3'' D 31 31 31 31 6'-4'' C 27 27 28 29 7 4'-1'' A 4'-5'' C 21 21 22 23 8'-2'' D 26 26 26 28 5'-5'' C 23 23 25 26 7.5 9'-1'' A 4'-9'' B 25 25 25 25 8'-9'' D 31 31 31 31 5'-11'' C 27 27 27 29 7.5 3'-9'' A 4'-1'' C 21 21 21 23 7'-8'' D 26 26 26 27 5'-1'' C 23 23 24 26 8 8.5 8'-6'' 8'-0'' A A 4'-5'' 4'-3'' C C 25 25 25 25 25 25 25 25 8'-3'' 7'-10'' D D 31 31 31 31 31 31 31 31 5'-6'' 5'-3'' C C 27 27 27 27 27 27 28 28 8 8.5 3'-6'' 3'-4'' A A 3'-11'' 3'-8'' C C 21 21 21 21 21 21 23 22 7'-3'' 6'-11'' D D 26 26 26 26 26 26 27 27 4'-9'' 4'-6'' C C 23 23 23 23 24 24 25 25 9 7'-6'' A 4'-0'' C 25 25 25 25 7'-6'' D 31 31 31 31 4'-11'' C 27 27 27 28 9.5 7'-2'' A 3'-10'' C 25 25 25 25 7'-2'' D 31 31 31 31 4'-8'' C 27 27 27 28 10 11 6'-9'' 6'-2'' A A 3'-8'' 3'-4'' C C 25 25 25 25 25 25 25 25 6'-10'' 6'-3'' D D 31 31 31 31 31 31 31 31 4'-5'' 4'-0'' C C 27 27 27 27 27 27 27 27 110 MPH EXPOSURE B 20 3 11'-10'' 110 MPH EXPOSURE C 30 3 9'-6'' A 7'-9'' B 22 24 26 27 12'-7'' C 26 29 31 33 10'-1'' C 24 29 30 32 3.5 4 8'-2'' 7'-1'' A A 6'-10'' 6'-2'' B B 22 22 24 23 25 25 27 26 12'-1'' 11'-2'' C C 27 27 29 29 31 30 33 32 9'-0'' 8'-0'' C C 24 24 28 27 30 29 31 31 4.5 6'-4'' A 5'-7'' B 22 23 24 26 10'-2'' D 27 28 30 31 7'-2'' C 24 27 28 30 31 5 5'-8'' A 5'-1'' C 22 22 24 26 9'-4'' D 27 28 29 31 6'-5'' C 24 26 28 29 or 90 MPH EXPOSURE C A 9'-6'' B 21 23 25 26 16'-3'' C 25 29 30 32 12'-3'' C 23 27 29 LIVE 3.5 10'-2'' A 8'-6'' B 21 23 24 26 15'-1'' C 26 28 30 31 11'-0'' C 23 27 28 30 5.5 5'-2'' A 4'-8'' C 23 23 24 25 8'-8'' D 28 28 29 30 5'-10'' C 24 26 27 29 LOAD 4 8'-11'' A 7'-8'' B 21 22 24 25 13'-8'' C 26 27 29 31 9'-11'' C 23 26 28 29 6 4'-9'' A 4'-4'' C 23 23 23 25 8'-1'' D 28 28 28 30 5'-4'' C 24 25 27 28 ONLY 4.5 5 7'-11'' 7'-1'' A A 6'-11'' 6'-4'' B B 21 22 22 22 23 23 25 24 12'-7'' 11'-7'' C C 26 26 27 26 29 28 30 30 9'-1'' 8'-4'' C C 23 24 26 25 27 27 29 28 6.5 7 4'-4'' 4'-1'' A A 4'-0'' 3'-9'' C C 23 23 23 23 23 23 25 24 7'-6'' 7'-1'' D D 28 28 28 28 28 28 30 29 4'-11'' 4'-7'' C C 24 24 25 24 26 26 28 27 5.5 6'-5'' A 5'-11'' B 22 22 23 24 10'-9'' D 26 26 28 29 7'-7'' C 24 25 26 28 6 5'-11'' A 5'-6'' B 22 22 22 24 10'-0'' D 27 27 27 29 7'-0'' C 24 24 26 27 OVER- 6.5 7 5'-5'' 5'-1'' A A 5'-1'' 4'-9'' B C 22 22 22 22 22 22 23 23 9'-5'' 8'-10'' D D 27 27 27 27 27 27 28 28 6'-5'' 6'-0'' C C 24 24 24 24 25 25 27 27 HANG (FT) 6' 7' 8' 9' 7.5 4'-9'' A 4'-6'' C 22 22 22 23 8'-4'' D 27 27 27 28 5'-7'' C 24 24 25 26 0' 3' 3.5' 4' 4.5' 5' TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 10' 11' 12' 13' 14' 15' 5.5' 6' 6.5' 7' 16' 17' 18' 19' 20' 21' 22' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 8 4'-5'' A 4'-3'' C 22 22 22 23 7'-11'' D 27 27 27 27 5'-3'' C 24 24 24 26 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 8.5 4'-2'' A 4'-0'' C 22 22 22 23 7'-6'' D 27 27 27 27 4'-11'' C 24 24 24 26 2' n/a n/a n/a n/a n/a 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 9 9.5 3'-11'' 3'-9'' A A 3'-10'' 3'-8'' C C 22 22 22 22 22 22 23 22 7'-2'' 6'-10'' D D 27 27 27 27 27 27 27 27 4'-8'' 4'-5'' C C 24 24 24 24 24 24 25 25 3' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 9.5' n/a 10' n/a 10.5' n/a 11' n/a 11.5' n/a 12' 12.5' 12.5' 13' 110 MPH EXPOSURE C LIVE 20 3 3.5 11'-10'' 10'-2'' A A 8'-7'' 7'-7'' B B 23 23 25 24 26 26 28 27 12'-7'' 12'-1'' C C 26 27 29 29 31 31 33 33 11'-1'' 9'-11'' C C 25 25 29 28 31 30 33 32 LOAD ONLY 4 4.5 8'-11'' 7'-11'' A A 6'-10'' 6'-2'' B B 23 23 24 23 25 25 27 26 11'-9'' 11'-3'' C D 28 28 29 29 31 30 32 32 8'-11'' 8'-1'' C C 25 25 28 27 30 29 31 31 5 7'-1'' A 5'-8'' C 23 23 24 26 10'-4'' D 28 28 30 31 7'-3'' C 25 27 28 30 5.5 6'-5'' A 5'-3'' C 23 23 24 26 9'-7'' D 29 29 29 31 6'-7'' C 25 26 28 29 6 5'-11'' A 4'-10'' C 23 23 24 25 8'-11'' D 29 29 29 31 6'-1'' C 25 26 27 29 6.5 5'-5'' A 4'-6'' C 24 24 24 25 8'-4'' D 29 29 29 30 5'-7'' C 25 25 27 28 7 5'-1'' A 4'-3'' C 24 24 24 25 7'-10'' D 29 29 29 30 5'-2'' C 25 25 27 28 7.5 4'-9'' A 4'-0'' C 24 24 24 25 7'-5'' D 29 29 29 29 4'-10'' C 25 25 26 28 8 8.5 4'-5'' 4'-2'' A A 3'-9'' 3'-6'' C C 24 24 24 24 24 24 24 24 7'-0'' 6'-8'' D D 29 29 29 29 29 29 29 29 4'-7'' 4'-3'' C C 25 25 25 25 26 26 27 27 9 3'-11'' A 3'-4'' C 24 24 24 24 6'-4'' D 29 29 29 29 4'-1'' C 25 25 25 27 9.5 10 3'-9'' 3'-6'' A A 3'-2'' 3'-0'' C C 24 24 24 24 24 24 24 24 6'-0'' 5'-9'' D D 29 29 29 29 29 29 29 29 3'-10'' 3'-8'' C C 25 25 25 25 25 25 27 26 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.7 ICC ESR 1398 (2009 IBC) 10/11/2011 TABLE 6.3 Post Requirements for Attached Single Span Structures Post Description Max POST Detail Hgt Code Twin 0.062"x1.5"x1.5" Scroll 9' A AC 0.042"x3"x8" Aluminum Post 11' B N30 0.024"Post with Sideplates 12' B N16, BK Clover 0.030"x3"x3" Alum 11' B N11, AH Clover 0.040"x3"x3" Alum 12' B N11, AH Colonial 0.062" Extruded 12' C AE 0.041"x3"x3" Steel Clover 12' D N11, AH 0.041"x3"x3" Steel Clover 8' E N11, AH 3/16"x3"x3" Steel Square 15' H N17, AG 1/4""x3"x3" Steel Square 15' I N17, AG 3/16"x4"x4" Steel Square 15' J N17, AG 1/2"x4"x4" Steel Square 15' K N17, AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 6.7 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM) TABLE 6.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Max POST Footing Height Code Detail # 0.041"x3"x3" Steel Clover d= 20'' 9' B N11, AH 0.041"x3"x3" Steel Clover d= 21'' 8' B N11, AH 3/16"x3"x3" Steel Square d= 28'' 12' C N17, AG 3/16"x3"x3" Steel Square d= 28'' 8' D N17, AG 1/4""x3"x3" Steel Square d= 28'' 12' D N17, AG 3/16"x4"x4" Steel Square d= 28'' 12' E N17, AG 1/2"x4"x4" Steel Square d= 37'' 12' D N17, AG 1/2"x4"x4" Steel Square d= 31'' 15' D N17, AG Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 37 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS 12 Gauge x3"x8" Steel C (Detail T) Double 16Ga x3"x8" Steel C (Detail T and AY) Double 12Ga 3"x8" Steel C Beam (T and AY) TABLE 6.8 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) 105 MPH EXPOSURE B MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 12' 15' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 6.8 TYPE FOOTER SIZE "d" (in) 8' 12' GROUND 15' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD MAX POST (FT) POST ON SLAB FOR (FT) SLAB (FT) 5 13'-7'' A 21'-2'' D 31 31 34 36 21'-2'' D 31 31 34 36 27'-4'' D 34 34 36 38 5.5 12'-4'' A 20'-0'' D 32 32 33 35 20'-6'' D 32 32 34 36 26'-6'' D 35 35 36 38 LOAD 6 11'-4'' A 19'-0'' D 32 32 33 35 19'-11'' D 32 32 33 35 25'-9'' D 35 35 35 ONLY 6.5 10'-5'' A 18'-1'' D 32 32 33 35 19'-4'' D 33 33 33 35 25'-0'' D 36 36 36 7 9'-8'' A 17'-3'' D 33 33 33 34 18'-7'' D 33 33 33 35 24'-5'' E 37 37 7.5 9'-1'' A 16'-7'' D 33 33 33 34 17'-11'' D 34 34 34 35 23'-10'' E 37 8 8'-6'' A 15'-11'' D 33 33 33 34 17'-4'' D 34 34 34 34 23'-4'' E 38 8.5 8'-0'' A 15'-3'' D 33 33 33 33 16'-10'' D 34 34 34 34 22'-11'' E 9 7'-6'' A 14'-9'' D 34 34 34 34 16'-4'' D 35 35 35 35 22'-5'' 25 Double 16Ga x3"x8" Steel C (Detail T and AYDouble 12Ga 3"x8" Steel C Beam (T and AY Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units MAX POST LENGTH MIN SPACING POST 110 MPH EXPOSURE B 10 TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) TYPE SIZE "d" (in) 8' 12' 15' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) or 90 MPH EXPOSURE C 5 6'-9'' A 17'-0'' D 30 30 33 35 18'-4'' D 31 31 33 36 24'-1'' E 34 34 36 38 5.5 6'-2'' A 16'-0'' D 30 30 32 35 17'-5'' D 31 31 33 35 23'-4'' E 34 34 35 38 37 6 5'-8'' A 15'-2'' D 31 31 32 34 16'-8'' D 32 32 33 35 22'-8'' E 35 35 35 37 37 6.5 5'-2'' A 14'-4'' D 31 31 32 34 16'-0'' D 32 32 32 35 22'-1'' E 36 36 36 37 37 37 7 4'-10'' A 13'-8'' D 31 31 31 33 15'-4'' D 32 32 32 34 21'-6'' E 36 36 36 37 37 37 7.5 4'-6'' A 13'-1'' D 31 31 31 33 14'-9'' D 33 33 33 34 21'-0'' E 37 37 37 37 38 38 38 8 4'-3'' A 12'-7'' D 32 32 32 33 14'-3'' D 33 33 33 34 20'-7'' E 37 37 37 37 38 38 38 38 8.5 4'-0'' A 12'-1'' D 32 32 32 33 13'-9'' E 33 33 33 33 20'-2'' E 38 38 38 38 E 39 39 39 39 9 3'-9'' A 11'-7'' D 32 32 32 32 13'-4'' E 34 34 34 34 19'-9'' E 38 38 38 38 39 37 9.5 7'-2'' A 14'-3'' D 34 34 34 34 15'-10'' D 35 35 35 35 22'-1'' E 39 39 39 39 9.5 3'-7'' A 11'-2'' D 32 32 32 32 13'-0'' E 34 34 34 34 19'-5'' E 39 39 39 10 6'-9'' A 13'-9'' D 34 34 34 34 15'-5'' D 35 35 35 35 21'-8'' E 40 40 40 40 10 3'-4'' A 10'-10'' D 32 32 32 32 12'-7'' E 34 34 34 34 19'-1'' E 39 39 39 39 10.5 6'-5'' A 13'-4'' D 34 34 34 34 15'-0'' D 36 36 36 36 21'-4'' E 40 40 40 40 10.5 3'-2'' A 10'-5'' D 33 33 33 33 12'-3'' E 34 34 34 34 18'-9'' E 40 40 40 40 11 3'-1'' A 10'-1'' D 33 33 33 33 11'-11'' E 35 35 35 35 18'-6'' E 40 40 40 40 11.5 2'-11'' A 9'-10'' D 33 33 33 33 11'-7'' E 35 35 35 35 18'-3'' E 40 40 40 40 11 6'-2'' A 12'-11'' D 34 34 34 34 14'-8'' D 36 36 36 36 21'-0'' E 40 40 40 40 11.5 5'-11'' A 12'-7'' D 35 35 35 35 14'-3'' D 36 36 36 36 20'-8'' E 41 41 41 41 12 5'-8'' A 12'-3'' D 35 35 35 35 13'-11'' D 36 36 36 36 20'-5'' E 41 41 41 41 13 5'-2'' A 11'-7'' D 35 35 35 35 13'-4'' E 37 37 37 37 19'-10'' E 42 42 42 42 14 15 4'-10'' 4'-6'' A A 11'-0'' 10'-6'' D D 35 36 35 36 35 36 35 36 12'-10'' 12'-4'' E E 37 37 37 37 37 37 37 37 19'-5'' 18'-11'' E E 43 43 43 43 43 43 43 43 6.5 5'-2'' A 12'-9'' D 33 33 34 36 14'-5'' D 35 35 35 37 20'-8'' E 39 39 39 40 A 18'-10'' D 34 34 36 38 19'-9'' D 34 34 36 38 25'-6'' D 37 37 38 41 7 4'-10'' A 12'-2'' D 34 34 34 35 13'-10'' D 35 35 35 36 20'-2'' E 40 40 40 40 110 MPH EXPOSURE C 25 105 MPH EXPOSURE C LIVE POST WIDTH SPACING REQ'D (PSF) or 85 MPH EXPOSURE C LIVE 10 TRIB 12 Gauge x3"x8" Steel C (Detail T) Attached Freestanding or Structure Multispan Units 5 13'-7'' 5 6'-9'' A 15'-1'' D 32 32 35 37 16'-8'' D 33 33 36 38 22'-7'' E 37 37 38 41 5.5 6 6'-2'' 5'-8'' A A 14'-2'' 13'-5'' D D 33 33 33 33 34 34 37 36 15'-10'' 15'-1'' D D 34 34 34 34 35 35 37 37 21'-11'' 21'-3'' E E 38 38 38 38 38 38 40 40 5.5 12'-4'' A 17'-9'' D 34 34 35 38 19'-0'' D 35 35 36 38 24'-8'' D 38 38 38 40 7.5 4'-6'' A 11'-7'' D 34 34 34 35 13'-4'' E 35 35 35 36 19'-9'' E 40 40 40 40 LOAD 6 11'-4'' A 16'-10'' D 34 34 35 37 18'-2'' D 35 35 36 38 24'-0'' E 39 39 39 40 8 4'-3'' A 11'-1'' D 34 34 34 35 12'-10'' E 36 36 36 36 19'-4'' E 41 41 41 41 ONLY 6.5 10'-5'' A 16'-0'' D 35 35 35 37 17'-5'' D 36 36 36 37 23'-4'' E 39 39 39 40 8.5 4'-0'' A 10'-8'' D 34 34 34 35 12'-5'' E 36 36 36 36 18'-11'' E 41 41 41 41 7 9'-8'' A 15'-3'' D 35 35 35 36 16'-9'' D 36 36 36 37 22'-9'' E 40 40 40 40 9 3'-9'' A 10'-3'' D 34 34 34 34 12'-0'' E 36 36 36 36 18'-7'' E 42 42 42 42 7.5 9'-1'' A 14'-7'' D 35 35 35 36 16'-2'' D 37 37 37 37 22'-3'' E 41 41 41 41 9.5 3'-7'' A 9'-10'' D 35 35 35 35 11'-8'' E 37 37 37 37 18'-3'' E 42 42 42 42 8 8'-6'' A 14'-0'' D 36 36 36 36 15'-7'' D 37 37 37 37 21'-10'' E 41 41 41 41 10 3'-4'' A 9'-6'' D 35 35 35 35 11'-4'' E 37 37 37 37 17'-11'' E 43 43 43 43 8.5 8'-0'' A 13'-5'' D 36 36 36 36 15'-1'' D 37 37 37 37 21'-4'' E 42 42 42 42 10.5 3'-2'' A 9'-2'' D 35 35 35 35 11'-0'' E 37 37 37 37 17'-6'' E 43 43 43 43 11 3'-1'' A 8'-11'' D 35 35 35 35 10'-8'' E 37 37 37 37 17'-2'' E 44 44 44 44 11.5 2'-11'' A 8'-7'' E 35 35 35 35 10'-5'' E 38 38 38 38 16'-9'' E 44 44 44 44 D 28 28 31 33 17'-10'' D 28 28 32 34 23'-8'' E 31 31 34 36 9 7'-6'' A 12'-11'' D 36 36 36 36 14'-8'' D 38 38 38 38 20'-11'' E 42 42 42 42 9.5 7'-2'' A 12'-6'' D 36 36 36 36 14'-3'' D 38 38 38 38 20'-7'' E 43 43 43 43 10 6'-9'' A 12'-1'' D 37 37 37 37 13'-10'' E 38 38 38 38 20'-3'' E 43 43 43 43 10.5 6'-5'' A 11'-8'' D 37 37 37 37 13'-5'' E 38 38 38 38 19'-11'' E 44 44 44 44 100 MPH EXPOSURE B 30 5 5'-8'' A or 16'-5'' 11 6'-2'' A 11'-4'' D 37 37 37 37 13'-1'' E 39 39 39 39 19'-7'' E 44 44 44 44 5.5 5'-2'' A 15'-6'' D 28 28 31 33 17'-0'' D 29 29 31 33 22'-11'' E 32 32 34 36 11.5 5'-11'' A 11'-0'' D 37 37 37 37 12'-9'' E 39 39 39 39 19'-4'' E 45 45 45 45 6 4'-9'' A 14'-8'' D 28 28 30 32 16'-3'' D 29 29 31 33 22'-3'' E 33 33 33 35 12 5'-8'' A 10'-8'' D 37 37 37 37 12'-6'' E 39 39 39 39 19'-0'' E 45 45 45 45 6.5 4'-4'' A 13'-11'' D 29 29 30 32 15'-6'' D 30 30 31 33 21'-8'' E 33 33 33 35 13 5'-2'' A 10'-1'' D 38 38 38 38 11'-11'' E 40 40 40 40 18'-6'' E 46 46 46 46 7 4'-1'' A 13'-3'' D 29 29 30 32 14'-11'' D 30 30 30 32 21'-2'' E 34 34 34 35 14 15 4'-10'' 4'-6'' A A 9'-7'' 9'-2'' D E 38 38 38 38 38 38 38 38 11'-5'' 11'-0'' E E 40 40 40 40 40 40 40 40 18'-1'' 17'-6'' E E 47 47 47 47 47 47 47 47 7.5 8 3'-9'' 3'-6'' A A 12'-8'' 12'-2'' D D 29 29 29 29 29 29 31 31 14'-5'' 13'-10'' D D 30 31 30 31 30 31 32 32 20'-8'' 20'-3'' E E 34 35 34 35 34 35 35 35 8.5 3'-4'' A 11'-8'' D 29 29 29 31 13'-5'' E 31 31 31 32 19'-10'' E 35 35 35 35 3'-2'' A 11'-3'' D 30 30 30 31 13'-0'' E 31 31 31 31 19'-5'' E 36 36 36 36 110 MPH EXPOSURE B 10 5 13'-7'' or 90 MPH EXPOSURE C A 20'-4'' D 32 32 34 36 20'-8'' D 32 32 34 37 26'-8'' D 35 35 36 39 9 LIVE 5.5 12'-4'' A 19'-2'' D 32 32 34 36 20'-0'' D 33 33 34 36 25'-10'' D 35 35 36 38 9.5 3'-0'' A 10'-10'' D 30 30 30 30 12'-7'' E 31 31 31 31 19'-1'' E 36 36 36 36 LOAD 6 11'-4'' A 18'-2'' D 32 32 33 36 19'-5'' D 33 33 34 36 25'-1'' D 36 36 36 38 10 2'-10'' A 10'-5'' D 30 30 30 30 12'-3'' E 32 32 32 32 18'-9'' E 36 36 36 36 ONLY 6.5 7 10'-5'' 9'-8'' A A 17'-4'' 16'-6'' D D 33 33 33 33 33 33 35 35 18'-8'' 17'-11'' D D 34 34 34 34 34 34 36 35 24'-5'' 23'-10'' D E 37 37 37 37 37 37 38 38 10.5 11 2'-8'' 2'-7'' A A 10'-1'' 9'-9'' D D 30 30 30 30 30 30 30 30 11'-11'' 11'-7'' E E 32 32 32 32 32 32 32 32 18'-6'' 18'-2'' E E 37 37 37 37 37 37 37 37 7.5 9'-1'' A 15'-10'' D 33 33 33 34 17'-4'' D 34 34 34 35 23'-3'' E 38 38 38 38 8 8'-6'' A 15'-2'' D 34 34 34 34 16'-9'' D 35 35 35 35 22'-9'' E 39 39 39 39 5 5'-8'' A 15'-1'' D 30 30 33 35 16'-8'' D 31 31 34 36 8.5 8'-0'' A 14'-7'' D 34 34 34 34 16'-2'' D 35 35 35 35 22'-4'' E 39 39 39 39 5.5 5'-2'' A 14'-2'' D 31 31 33 35 15'-10'' D 32 32 34 36 9 7'-6'' A 14'-1'' D 34 34 34 34 15'-8'' D 35 35 35 35 21'-11'' E 40 40 40 40 6 4'-9'' A 13'-5'' D 31 31 32 35 15'-1'' D 32 32 33 35 9.5 7'-2'' A 13'-7'' D 34 34 34 34 15'-3'' D 36 36 36 36 21'-6'' E 40 40 40 40 6.5 4'-4'' A 12'-9'' D 31 31 32 34 14'-5'' D 32 32 33 35 10 6'-9'' A 13'-2'' D 35 35 35 35 14'-10'' D 36 36 36 36 21'-2'' E 40 40 40 40 7 4'-1'' A 12'-2'' D 31 31 32 34 13'-10'' D 33 33 33 35 100 MPH EXPOSURE C 30 10.5 6'-5'' A 12'-9'' D 35 35 35 35 14'-5'' D 36 36 36 36 20'-10'' E 41 41 41 41 7.5 3'-9'' A 11'-7'' D 32 32 32 33 13'-4'' E 33 33 33 34 11 6'-2'' A 12'-4'' D 35 35 35 35 14'-1'' D 36 36 36 36 20'-6'' E 41 41 41 41 8 3'-6'' A 11'-1'' D 32 32 32 33 12'-10'' E 33 33 33 34 11.5 5'-11'' A 12'-0'' D 35 35 35 35 13'-9'' D 37 37 37 37 20'-2'' E 42 42 42 42 8.5 3'-4'' A 10'-8'' D 32 32 32 33 12'-5'' E 34 34 34 34 12 5'-8'' A 11'-8'' D 35 35 35 35 13'-5'' E 37 37 37 37 19'-11'' E 42 42 42 42 9 3'-2'' A 10'-3'' D 32 32 32 33 12'-0'' E 34 34 34 34 13 5'-2'' A 11'-0'' D 36 36 36 36 12'-10'' E 37 37 37 37 19'-5'' E 43 43 43 43 9.5 3'-0'' A 9'-10'' D 32 32 32 32 11'-8'' E 34 34 34 34 14 15 4'-10'' 4'-6'' A A 10'-6'' 10'-0'' D D 36 36 36 36 36 36 36 36 12'-3'' 11'-10'' E E 38 38 38 38 38 38 38 38 18'-11'' 18'-6'' E E 44 44 44 44 44 44 44 44 10 10.5 2'-10'' 2'-8'' A A 9'-6'' 9'-2'' D D 33 33 33 33 33 33 33 33 11'-4'' 11'-0'' E E 35 35 35 35 35 35 35 35 11 2'-7'' A 8'-11'' D 33 33 33 33 10'-8'' E 35 35 35 35 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 38 of 60 SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS 12 Gauge x3"x8" Steel C (Detail T) Double 16Ga x3"x8" Steel C (Detail T and AY) Double 12Ga 3"x8" Steel C Beam (T and AY) TABLE 6.8 Attached Freestanding or Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units Structure Multispan Units GROUND TRIB POST POST MAX SNOW WIDTH SPACING REQ'D POST LOAD (FT) ON SLAB FOR (FT) SLAB (PSF) MAX POST LENGTH MIN SPACING POST (FT) TYPE FOOTER SIZE "d" (in) 8' 12' 15' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN SPACING POST (FT) TABLE 6.8 TYPE FOOTER SIZE "d" (in) 8' 12' GROUND 15' SNOW CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) LOAD TRIB POST MAX WIDTH SPACING REQ'D POST (FT) (PSF) 110 MPH EXPOSURE C POST 12 Gauge x3"x8" Steel C (Detail T) Attached Freestanding or Structure Multispan Units ON SLAB FOR (FT) SLAB 10 5 13'-7'' A 17'-6'' D 34 34 36 38 18'-10'' D 35 35 37 39 24'-6'' D 38 38 39 41 LIVE 5.5 12'-4'' A 16'-6'' D 34 34 36 38 17'-11'' D 35 35 36 39 23'-9'' E 39 39 39 41 LOAD 6 11'-4'' A 15'-8'' D 35 35 35 37 17'-2'' D 36 36 36 38 23'-1'' E 39 39 39 ONLY 6.5 10'-5'' A 14'-10'' D 35 35 35 37 16'-5'' D 36 36 36 38 22'-5'' E 40 40 40 7 9'-8'' A 14'-2'' D 35 35 35 37 15'-9'' D 37 37 37 37 21'-11'' E 41 41 7.5 9'-1'' A 13'-7'' D 36 36 36 36 15'-2'' D 37 37 37 37 21'-5'' E 41 30 MAX POST LENGTH MIN SPACING POST (FT) 110 MPH EXPOSURE B Double 16Ga x3"x8" Steel C (Detail T and AYDouble 12Ga 3"x8" Steel C Beam (T and AY Attached Freestanding or Attached Freestanding or Structure Multispan Units Structure Multispan Units TYPE FOOTER SIZE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) MAX POST MAX POST LENGTH MIN FOOTER SPACING POST (FT) TYPE SIZE "d" (in) 8' 12' 15' MAX POST MAX POST LENGTH MIN CONSTRAINED FOOTER SPACING POST "d" (in) "d" (in) "d" (in) (FT) FOOTER SIZE TYPE "d" (in) 8' 12' 15' CONSTRAINED FOOTER "d" (in) "d" (in) "d" (in) or 90 MPH EXPOSURE C 5 5'-8'' A 16'-0'' D 29 29 32 35 17'-5'' D 30 30 33 35 23'-3'' E 33 33 35 38 5.5 5'-2'' A 15'-0'' D 30 30 32 34 16'-7'' D 31 31 33 35 22'-7'' E 34 34 35 37 41 6 4'-9'' A 14'-3'' D 30 30 32 34 15'-10'' D 31 31 32 34 21'-11'' E 35 35 35 37 41 6.5 4'-4'' A 13'-6'' D 30 30 31 33 15'-2'' D 31 31 32 34 21'-4'' E 35 35 35 37 41 41 7 4'-1'' A 12'-10'' D 30 30 31 33 14'-7'' D 32 32 32 34 20'-10'' E 36 36 36 37 41 41 41 7.5 3'-9'' A 12'-3'' D 31 31 31 33 14'-0'' D 32 32 32 34 20'-4'' E 36 36 36 36 3'-6'' A 8 8'-6'' A 13'-0'' D 36 36 36 36 14'-8'' D 37 37 37 37 20'-11'' E 42 42 42 42 8 11'-9'' D 31 31 31 32 13'-6'' E 32 32 32 33 19'-11'' E 37 37 37 37 8.5 8'-0'' A 12'-6'' D 36 36 36 36 14'-2'' D 38 38 38 38 20'-6'' E 43 43 43 43 8.5 3'-4'' A 11'-4'' D 31 31 31 32 13'-1'' E 33 33 33 33 19'-6'' E 37 37 37 37 9 7'-6'' A 12'-0'' D 36 36 36 36 13'-9'' D 38 38 38 38 20'-2'' E 43 43 43 43 9 3'-2'' A 10'-10'' D 31 31 31 32 12'-8'' E 33 33 33 33 19'-2'' E 38 38 38 38 9.5 7'-2'' A 11'-7'' D 37 37 37 37 13'-4'' D 38 38 38 38 19'-9'' E 44 44 44 44 9.5 3'-0'' A 10'-6'' D 31 31 31 32 12'-3'' E 33 33 33 33 18'-9'' E 38 38 38 38 10 10.5 6'-9'' 6'-5'' A A 11'-2'' 10'-10'' D D 37 37 37 37 37 37 37 37 13'-0'' 12'-7'' E E 39 39 39 39 39 39 39 39 19'-5'' 19'-2'' E E 44 45 44 45 44 45 44 45 10 10.5 2'-10'' 2'-8'' A A 10'-1'' 9'-9'' D D 32 32 32 32 32 32 32 32 11'-11'' 11'-7'' E E 33 34 33 34 33 34 33 34 18'-6'' 18'-2'' E E 39 39 39 39 39 39 39 39 11 6'-2'' A 10'-6'' D 37 37 37 37 12'-3'' E 39 39 39 39 18'-10'' E 45 45 45 45 11.5 5'-11'' A 10'-2'' D 37 37 37 37 12'-0'' E 39 39 39 39 18'-7'' E 46 46 46 46 12 13 5'-8'' 5'-2'' A A 9'-11'' 9'-4'' D D 37 38 37 38 37 38 37 38 11'-8'' 11'-2'' E E 40 40 40 40 40 40 40 40 18'-4'' 17'-9'' E E 46 47 46 47 46 47 46 47 110 MPH EXPOSURE B 20 5 7'-1'' 110 MPH EXPOSURE C 30 or 90 MPH EXPOSURE C A 5 5'-8'' A 14'-4'' D 32 32 35 37 15'-11'' D 33 33 35 38 22'-0'' E 37 37 38 40 5.5 6 5'-2'' 4'-9'' A A 13'-6'' 12'-9'' D D 32 32 32 32 34 34 36 36 15'-2'' 14'-5'' D D 33 34 33 34 35 35 37 37 21'-3'' 20'-8'' E E 37 38 37 38 38 38 40 40 6.5 4'-4'' A 12'-1'' D 33 33 33 35 13'-10'' D 34 34 34 36 20'-1'' E 39 39 39 40 4'-1'' A 11'-6'' D 33 33 33 35 13'-3'' E 35 35 35 36 19'-8'' E 39 39 39 39 17'-0'' D 30 30 33 35 18'-4'' D 31 31 33 36 24'-1'' E 34 34 36 38 7 LIVE 5.5 6'-5'' A 16'-0'' D 30 30 32 35 17'-5'' D 31 31 33 35 23'-4'' E 34 34 35 38 7.5 3'-9'' A 11'-0'' D 33 33 33 35 12'-9'' E 35 35 35 36 19'-2'' E 40 40 40 40 LOAD 6 5'-11'' A 15'-2'' D 31 31 32 34 16'-8'' D 32 32 33 35 22'-8'' E 35 35 35 37 8 3'-6'' A 10'-6'' D 33 33 33 34 12'-3'' E 35 35 35 36 18'-9'' E 41 41 41 41 ONLY 6.5 7 5'-5'' 5'-1'' A A 14'-4'' 13'-8'' D D 31 31 31 31 32 31 34 33 16'-0'' 15'-4'' D D 32 32 32 32 32 32 35 34 22'-1'' 21'-6'' E E 36 36 36 36 36 36 37 37 8.5 9 3'-4'' 3'-2'' A A 10'-1'' 9'-8'' D D 34 34 34 34 34 34 34 34 11'-10'' 11'-6'' E E 35 36 35 36 35 36 35 36 18'-5'' 18'-1'' E E 41 42 41 42 41 42 41 42 7.5 4'-9'' A 13'-1'' D 31 31 31 33 14'-9'' D 33 33 33 34 21'-0'' E 37 37 37 37 8 4'-5'' A 12'-7'' D 32 32 32 33 14'-3'' D 33 33 33 34 20'-7'' E 37 37 37 37 OVER- 8.5 9 4'-2'' 3'-11'' A A 12'-1'' 11'-7'' D D 32 32 32 32 32 32 33 32 13'-9'' 13'-4'' D E 33 34 33 34 33 34 33 34 20'-2'' 19'-9'' E E 38 38 38 38 38 38 38 38 HANG (FT) 6' 7' 8' 9' 9.5 3'-9'' A 11'-2'' D 32 32 32 32 13'-0'' E 34 34 34 34 19'-5'' E 39 39 39 39 0' 3' 3.5' 4' 4.5' 5' TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES PROJECTION OF SINGLE SPAN STUCTURES (FT) 10' 11' 12' 13' 14' 15' 5.5' 6' 6.5' 7' 16' 17' 18' 19' 20' 21' 22' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 10 3'-6'' A 10'-10'' D 32 32 32 32 12'-7'' E 34 34 34 34 19'-1'' E 39 39 39 39 1' 3.5' 4' 4.5' 5' 5.5' 6' 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 10.5 3'-4'' A 10'-5'' D 33 33 33 33 12'-3'' E 34 34 34 34 18'-9'' E 40 40 40 40 2' n/a n/a n/a n/a n/a 6.5' 7' 7.5' 8' 8.5' 9' 9.5' 10' 10.5' 11' 11.5' 12' 11 11.5 3'-2'' 3'-1'' A A 10'-1'' 9'-10'' D D 33 33 33 33 33 33 33 33 11'-11'' 11'-7'' E E 35 35 35 35 35 35 35 35 18'-6'' 18'-3'' E E 40 40 40 40 40 40 40 40 3' 4' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 9.5' n/a 10' n/a 10.5' n/a 11' n/a 11.5' n/a 12' 12.5' 12.5' 13' 110 MPH EXPOSURE C LIVE 20 5 5.5 7'-1'' 6'-5'' A A 15'-6'' 14'-7'' D D 33 33 33 33 35 35 37 37 17'-0'' 16'-2'' D D 34 34 34 34 36 35 38 38 22'-11'' 22'-2'' E E 37 38 37 38 38 38 41 40 LOAD ONLY 6 6.5 5'-11'' 5'-5'' A A 13'-10'' 13'-1'' D D 33 34 33 34 34 34 36 36 15'-5'' 14'-9'' D D 35 35 35 35 35 35 37 37 21'-7'' 21'-0'' E E 39 39 39 39 39 39 40 40 7 5'-1'' A 12'-6'' D 34 34 34 36 14'-2'' D 35 35 35 37 20'-6'' E 40 40 40 40 7.5 4'-9'' A 11'-11'' D 34 34 34 35 13'-8'' E 36 36 36 36 20'-0'' E 41 41 41 41 8 4'-5'' A 11'-5'' D 34 34 34 35 13'-2'' E 36 36 36 36 19'-7'' E 41 41 41 41 8.5 4'-2'' A 10'-11'' D 35 35 35 35 12'-9'' E 36 36 36 36 19'-2'' E 42 42 42 42 9 3'-11'' A 10'-6'' D 35 35 35 35 12'-4'' E 37 37 37 37 18'-10'' E 42 42 42 42 9.5 3'-9'' A 10'-2'' D 35 35 35 35 11'-11'' E 37 37 37 37 18'-6'' E 43 43 43 43 10 10.5 3'-6'' 3'-4'' A A 9'-10'' 9'-6'' D D 35 35 35 35 35 35 35 35 11'-7'' 11'-3'' E E 37 37 37 37 37 37 37 37 18'-2'' 17'-11'' E E 43 44 43 44 43 44 43 44 11 3'-2'' A 9'-2'' E 36 36 36 36 11'-0'' E 38 38 38 38 17'-6'' E 44 44 44 44 11.5 12 3'-1'' 2'-11'' A A 8'-11'' 8'-7'' E E 36 36 36 36 36 36 36 36 10'-8'' 10'-5'' E E 38 38 38 38 38 38 38 38 17'-1'' 16'-9'' E E 44 45 44 45 44 45 44 45 GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2 6. CHOOSE A HEADER FROM THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.8 ICC ESR 1398 (2009 IBC) 10/11/2011 TABLE 6.3 Post Requirements for Attached Single Span Structures Post Description Max POST Detail Hgt Code Twin 0.062"x1.5"x1.5" Scroll 9' A AC 0.042"x3"x8" Aluminum Post 11' B N30 0.024"Post with Sideplates 12' B N16, BK Clover 0.030"x3"x3" Alum 11' B N11, AH Clover 0.040"x3"x3" Alum 12' B N11, AH Colonial 0.062" Extruded 12' C AE 0.041"x3"x3" Steel Clover 12' D N11, AH 0.041"x3"x3" Steel Clover 8' E N11, AH 3/16"x3"x3" Steel Square 15' H N17, AG 1/4""x3"x3" Steel Square 15' I N17, AG 3/16"x4"x4" Steel Square 15' J N17, AG 1/2"x4"x4" Steel Square 15' K N17, AG 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN TABLE 6.8 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM) TABLE 6.4 Post Requirements for Freestanding Structures or Multispan Attached Structures Post Description Maximum Max POST Footing Height Code 0.041"x3"x3" Steel Clover d= 20'' 9' B N11, AH 0.041"x3"x3" Steel Clover d= 21'' 8' B N11, AH 3/16"x3"x3" Steel Square d= 28'' 12' C N17, AG 3/16"x3"x3" Steel Square d= 28'' 8' D N17, AG 1/4""x3"x3" Steel Square d= 28'' 12' D N17, AG 3/16"x4"x4" Steel Square d= 28'' 12' E N17, AG 1/2"x4"x4" Steel Square d= 37'' 12' D N17, AG 1/2"x4"x4" Steel Square d= 31'' 15' D N17, AG Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.net SLAB 9. FOLLOW 9-10 FROM ABOVE SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 39 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 40 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 41 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 42 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 43 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 44 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 45 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 46 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 47 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 48 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 49 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 50 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 51 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 52 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 53 of 60 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 54 of 60 7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURES Table7.3: Required Number of Fasteners for Shearing Loads Table 7.4: Required Number of Fasteners for Tension Loads Aluminum Material Gage (in) Steel Gage (in) 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 0.041 0.041 A Allowable Width for Attached Two Trib Post Structures on Slab Width (ft) Live or Ground Snow Load 20 psf 10 psf 3 42'-10'' 22'-7'' 3.5 36'-8'' 19'-4'' 4 32'-1'' 16'-11'' 4.5 28'-6'' 15'-1'' 5 25'-8'' 13'-6'' 5.5 23'-4'' 12'-4'' 6 21'-5'' 11'-3'' 6.5 19'-9'' 10'-5'' 7 7.5 8 18'-4'' 17'-1'' 16'-0'' n/a n/a n/a 8.5 15'-1'' n/a 9 14'-3'' CODE A 062"x1.5"x1.5" Scroll DETAIL AC Design Uplift (lbs) 100 127 159 195 237 284 338 397 #14 SMS 20 21 22 23 C D 3/8" B 3/8" B #14 BOLT BOLT SMS E F G #14 3/8" B #14 SMS BOLT SMS Aluminum Gage (in) 0.06 0.060 0.090 H I J K L M N 3/8" B BOLT #14 SMS 3/8" B BOLT 3/8" B BOLT #14 SMS 3/8" B BOLT 3/8" B BOLT 0.100 O #14 Design Footer SMS Uplift Size 255 (lbs) d (in) 1 100 12 1 127 13 1 159 14 1 195 15 1 237 16 2 284 17 2 338 18 2 397 19 1 Spacing between bolts and screws shall be 2.5 times the shank diameter 2 The edge distance of bolts and screws shall be 3 times the shank diameter 3 Connections shall be arranged so that the center of resistance of the connection shall coincide with the resultant line of action of the load. 189 424 566 283 315 708 462 1384 507 1522 554 128 865 1298 1 1 1 2 2 2 2 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 3 3 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 463 3 2 1 2 2 1 2 1 1 1 1 4 1 1 2 463 20 TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS 536 616 704 3 4 4 2 2 2 1 2 2 2 3 3 2 2 3 1 1 1 2 2 2 1 1 1 2 2 2 1 1 1 1 2 2 5 5 6 1 1 1 1 1 1 3 3 3 536 616 704 21 22 23 GRND SNOW LOAD Slab 90B 722 4 2 2 3 3 2 2 1 2 1 2 6 1 1 3 722 Slab (PSF) Exposure 800 886 904 1017 1139 1270 5 5 5 6 7 7 2 3 3 3 3 3 2 2 2 2 3 3 3 4 4 4 5 5 3 3 3 4 4 5 2 2 2 2 2 2 2 2 2 3 3 3 1 1 1 1 1 1 2 2 2 3 3 3 1 1 1 1 1 1 2 2 2 2 3 3 7 7 8 8 9 n/a 1 2 2 2 2 2 1 1 1 1 1 1 4 4 4 4 5 5 800 886 904 1017 1139 1270 24 Slab 25 26 27 28 10 LIVE 20 LIVE MAX POST 24 Slab 90C 25 26 27 28 HGHT 9 29 30 1411 1563 8 9 4 4 3 3 5 6 5 5 2 3 4 4 2 2 3 4 1 2 3 3 n/a n/a 2 2 2 2 6 7 1411 1563 29 30 20 psf Slab 90C 10 psf n/a Table 7.1 POST POST DESCRIPTIONS Footer Size d (in) 12 13 14 15 16 17 18 19 B 0.036 10 psf Wind Speed and 110 mph Exp C 25 # of Screws* per ALUMINUM RAFTER SPACING 16'' 24'' 30'' 12'' Rafter 36'' MAXIMUM ALUMINUM RAFTER SPAN 2 3 2 3 4 2 24' 24' 18' 24' 24' 17' 24' 24' 13' 19' 19' 13' 17' 24' 9' 13' 13' 9' 14' 19' 7' 10' 10' 7' 11' 16' 6' 8' 8' 6' 3 4 24' 24' 18' 18' 12' 12' 10' 10' 8' 8' 5' B 0.042"x3"x8" Aluminum Post N30, L1 11' 31 1724 n/a 5 4 7 6 3 4 2 4 2 4 n/a 2 2 7 1724 31 2 14' 11' 7' 6' B 0.024"Post with Sideplates N16, BK, L24 12' 32 1896 n/a 5 4 7 7 3 5 2 4 2 4 n/a 3 2 8 1896 32 3 20' 15' 10' 8' 7' B Clover 0.030"x3"x3" Alum N11, AH, L11 11' 33 2080 n/a 5 4 8 7 3 5 2 5 2 4 n/a 3 2 9 2080 33 4 20' 15' 10' 8' 7' B Clover 0.040"x3"x3" Alum N11, AH, L11 12' 34 2275 n/a 6 5 9 8 4 5 2 5 2 5 n/a 3 2 9 2275 34 C Colonial 0.062" Extruded AE 12' 35 2481 n/a 6 5 9 8 4 6 2 5 2 5 n/a 3 2 n/a 2481 35 D E H 0.041"x3"x3" Steel Clover 0.041"x3"x3" Steel Clover 3/16"x3"x3" Steel Square N11, AH, L11 N11, AH, L11 N17, AG, L21 12' 8' 15' 36 37 38 2700 2931 3175 n/a n/a n/a 7 7 8 5 6 6 n/a n/a n/a 9 n/a n/a 4 5 5 6 7 7 2 3 3 6 6 7 2 2 3 5 6 6 n/a n/a n/a 4 4 4 3 3 3 n/a n/a n/a 2700 2931 3175 36 37 38 I J K 1/4""x3"x3" Steel Square 3/16"x4"x4" Steel Square 1/2"x4"x4" Steel Square N17, AG, L21 N17, AG, L21 N17, AG, L21 Table 7.2 15' 15' 15' n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 9 9 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 7 7 8 8 9 9 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 5 6 6 7 7 7 8 8 9 n/a n/a n/a 8 9 9 n/a n/a n/a n/a n/a n/a n/a n/a n/a 3 3 3 4 4 4 4 5 5 5 5 6 7 8 8 9 n/a n/a n/a n/a n/a n/a n/a n/a 3 3 3 3 4 4 4 4 4 5 5 5 7 7 8 8 9 9 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 4 5 5 5 6 6 7 7 7 8 8 9 3 3 4 4 4 4 5 5 5 5 6 6 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 3433 3704 3988 4288 4601 4930 5273 5633 6008 6400 6808 7234 39 40 41 42 43 44 45 46 47 48 49 50 39 3433 40 3704 41 3988 42 4288 43 4601 44 4930 45 5273 46 5633 47 6008 48 6400 49 6808 50 7234 Fastener Terminology TABLE 7.5: WALL ATTACHMENTS FOR SOLID COVER STRUCTURES ANC 3 ANC 1 ANC 2 ANC 4 #14 SMS = #14 sheet metal or SDS screw, 1/2" minimum length 3/8" B = 3/8" Diameter Bolt See General Notes for specifics on fasteners 1 Clearspan on this chart is the distance from the wall to the first row of columns. 2 Hilti Kwik Bolt TZ 3/8" diameter and 2" embed and 1" dia steel washer: ICC ESR 1917 or other 3 4 5 6 anchor w/ 400# allowable shear and 200# allowable tensile vs live, snow, wind and seismic loads. Masonry anchors must have An allowable shear value of 400# and 200# tensile for live, snow, wind or seismic loads or be specified by a design professional. 1/4" Lag screws must have 2 1/4" of penetration into studs and 0.5" washers These lag screws mustmust be installed as per AFP&A NDS Section 11.1.3. See General Note #11 for washer specifications. 10 and 20 psf are live or snow loads, 25- 60 psf are snow loads. For ANC3 and ANC4 wood framing imust be SG=0.5 or denser (Douglas Fir- Larch) ICC ESR 1398 (2009 IBC) 10/11/2011 LIVE/ WIND SPEED SNOW (MPH) AND EXPOSURE 110 90 110 110 B C B C LOAD (PSF) O/C SPACING O/C SPACING PANEL SPAN CONCRETE ANCHORS MASONRY ANCHORS (FT) #14 X 2" SCREWS 1/4" LAG SCREWS 12' 24' 13' 20' 13' 20' 12' 18' 14' 9' 1 2 2 3 2 3 2 3 3 3 1 2 2 3 2 3 2 3 3 3 10 LIVE 20 LIVE 25 12'' 10'' 9'' 30 9'' 7'' 7'' 7'' 7'' 7'' 40 60 9'' 8'' 9'' 7'' Page 557''of 60 NUMBER OF FASTENERS PER STUD @ 16" O/C SPACING 30 40 60 2 11' 8' 5' 4' 4' 3 15' 12' 8' 6' 5' 4 2 3 15' 7' 10' 12' 5' 8' 8' 4' 5' 6' 3' 4' 5' 2' 4' *Screws are #14 screws w/ 1.5" embedment into G=0.5 solid wood (Douglas Fir) TABLE 7.7 STUCCO ATTACHMENT TO WALL ALLOWABLE DISTANCE TO FIRST ROW OF POSTS 16" o/c 24" o/c Ground Snow Load (psf) 2 Lag 3 Lags 3 Lags 4 Lags Live 10 13'-6" 20'-2" 13'-6" 18' Live 10 11' 16'-6" 11' 14'-6" Live 10 10' 14'-10" 10' 13'-4" Live 10 8'-7" 13'-1" 8'-8" 11'-7" Live 20 7'-1" 10'-7" 7'-1" 9'-5" Exp B 90 MPH 110 MPH Exp C N/A 90 MPH 100 MPH 110 mph 110 mph 25 30 7'-8" 6'-6" 11'-7" 9'-9" 7'-8" 6'-6" 10'-3" 8'-8" 110 mph 110 mph 40 60 4'-10" 3'-4" 7'-5" 5' 4'-10" 3'-4" 6'-7" 4'-5" 110 mph 110 mph Lag = 1/4" Lag Screw with 2.25" penetration into G=0.5 wood (Douglas Fir) Lattice Structures always use 90 mph Exposure B for the wind condition Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434) 384-2514 carlputnam@comcast.net M3-2009 7.0 CONCRETE FOOTING OPTIONS CONSTRAINED FOOTING (IN) NON CONSTRAINED FOOTING (IN) EQUIVALENT FOOTINGS FOR FREESTAND AND ATTACHED DIAMETER OF CIRCULAR FOOTINGS (IN) 12'' 18'' 24'' 14'' 15'' 16'' 17'' 18'' 19'' 20'' 21'' 22'' 23'' 24'' 25'' 26'' 27'' 28'' 29'' 30'' 31'' 32'' 33'' 34'' 17'' 18'' 19'' 21'' 22'' 23'' 24'' 26'' 27'' 28'' 30'' 31'' 32'' 34'' 35'' 36'' 38'' 39'' 40'' 42'' 43'' DEPTH OF CIRCULAR FOOTINGS (IN) 24'' 14'' 14'' 30'' 15'' 15'' 36'' 16'' 16'' 43'' 19'' 17'' 52'' 23'' 18'' 61'' 27'' 19'' n/a 31'' 20'' n/a 36'' 21'' n/a 42'' 24'' n/a 48'' 27'' n/a 54'' 31'' n/a 61'' 35'' n/a 69'' 39'' n/a 77'' 44'' n/a 86'' 49'' n/a n/a 54'' n/a n/a 60'' n/a n/a 66'' n/a n/a 72'' n/a n/a 79'' n/a n/a 87'' TABLE 7.8 CONVERSION TO SQUARE TOP FOOTING For Single Span Attached Footings Only Footing Depth 18'' 24'' 30'' 36'' d (in) Required Side of Square Footing 20'' 21'' 18'' 16'' 15'' 21'' 23'' 20'' 18'' 16'' 22'' 24'' 21'' 19'' 17'' 23'' 26'' 23'' 20'' 18'' 24'' 28'' 24'' 21'' 20'' 25'' 29'' 26'' 23'' 21'' 26'' 31'' 27'' 24'' 22'' 27'' 33'' 29'' 26'' 23'' 28'' 35'' 30'' 27'' 25'' 29'' 37'' 32'' 29'' 26'' 30'' 39'' 34'' 30'' 27'' 31'' 41'' 35'' 32'' 29'' 32'' 43'' 37'' 33'' 30'' 33'' 45'' 39'' 35'' 32'' 34'' 47'' 40'' 36'' 33'' 35'' 49'' 42'' 38'' 35'' 36'' 51'' 44'' 39'' 36'' 37'' 53'' 46'' 41'' 38'' 38'' 55'' 48'' 43'' 39'' 39'' 57'' 50'' 44'' 41'' 40'' 60'' 52'' 46'' 42'' 41'' N/A 54'' 48'' 44'' 42'' N/A 56'' 50'' 45'' 43'' N/A 58'' 51'' 47'' 44'' N/A 60'' 53'' 49'' 45'' N/A N/A 55'' 50'' 46'' N/A N/A 57'' 52'' 47'' N/A N/A 59'' 54'' 48'' N/A N/A N/A 55'' 49'' N/A N/A N/A 57'' 50'' N/A N/A N/A 59'' TABLE 7.9 SITE SPECIFIC FOOTING TABLE for SINGLE SPAN Attached Structures Wind Condition Lattice Trib 90 mph 90 mph 110 mph Trib Area Exp B Exp C Exp C Area (sq ft) Required "d" of Footing (in) (sq ft) 15 15'' 17'' 20'' 25 20 17'' 19'' 21'' 33 25 18'' 20'' 23'' 42 30 19'' 21'' 25'' 50 35 20'' 23'' 26'' 58 40 21'' 24'' 27'' 67 45 22'' 25'' 28'' 75 50 23'' 25'' 29'' 83 55 23'' 26'' 30'' 92 60 24'' 27'' 31'' 100 65 25'' 28'' 32'' 108 70 25'' 28'' 33'' 117 80 26'' 30'' 34'' 133 90 27'' 31'' 35'' 150 100 28'' 32'' 37'' 167 110 29'' 33'' 38'' 183 120 30'' 34'' 39'' 200 130 31'' 35'' 40'' 217 140 32'' 36'' 41'' 233 150 33'' 37'' 42'' 250 160 33'' 37'' 43'' 267 170 34'' 38'' 44'' 283 180 35'' 39'' 45'' 300 190 35'' 40'' 45'' 317 200 36'' 40'' 46'' 333 210 36'' 41'' 47'' 350 220 37'' 42'' 48'' 367 230 38'' 42'' 48'' 383 240 38'' 43'' 49'' 400 TABLE 7.10 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 ICC ESR 1398 (2009 IBC) 10/11/2011 Existing Residence Panel Span Corner Trib Area Trib Area for Middle Post 1/2 OF PANEL SPAN 1/2 OF PANEL SPAN Post Spacing Panel Overhang Figure 1 Determine Trib Area from Figure 1 INSTRUCTIONS TO USE TABLE 7.10 1. TABLE IS FOR SINGLE SPAN ATTACHED UNITS ONLY 2. DETERMINE ACTUAL TRIBUTARY AREA FOR MIDDLE POSTS THIS IS: TRIB WIDTH x POST SPACING FOR END POSTS THIS IS: (OVERHANG+ HALF OF POST SPACING) x TRIB WIDTH 3. DETERMINE FOOTING SIZE FOR WIND CONDITION 4. FOR LATTICE USE LAST COLUMN FOR TRIB AREA Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 M4-2009 Page 56 of 60 7.0 Requirements for Surface Mounted Posts on Concrete Slabs or Footings for Sigle Span Attached Lattice Structures Wind Speed 85 mph 90 mph 95 mph 100 mph 105 mph 110 mph REQUIRED NUMBER OF POSTS FOR SINGLE SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS Table L1a: Use this table for the following headers Table L1b: Use this table for the following headers 3x8 Alum Header Double 3x8 Alum Header Double 2x6.5 Alum Header Double Steel C Beam Single Steel C Beam Post Height (ft) Post Height (ft) Required 8' 9' 10' 11' 12' 8' 9' 10' 11' 12' Required 8' 9' 10' 11' 12' 8' 9' 10' 11' Number Wind Exposure B Wind Exposure C Wind Number Wind Exposure B Wind Exposure C of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED Speed of Posts MAXIMUM TRIBUTARY WIDTH ALLOWED 2 or 3 10' 7' 4' 2' 0' 8' 5' 3' 0' 0' 85 mph 2 or 3 15' 14' 10' 7' 4' 15' 11' 8' 5' 4 15' 12' 8' 4' 1' 14' 9' 6' 2' 0' 4 15' 15' 15' 13' 9' 15' 15' 14' 9' 5 15' 15' 12' 7' 3' 15' 13' 9' 4' 0' 5 15' 15' 15' 15' 13' 15' 15' 15' 14' 6 15' 15' 15' 10' 5' 15' 15' 12' 6' 1' 6 15' 15' 15' 15' 15' 15' 15' 15' 15' 7 15' 15' 15' 13' 6' 15' 15' 14' 8' 2' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 2 or 3 10' 7' 4' 2' 0' 8' 6' 3' 1' 0' 90 mph 2 or 3 15' 14' 10' 7' 4' 14' 11' 8' 6' 4 15' 12' 8' 4' 1' 13' 10' 6' 4' 1' 4 15' 15' 15' 13' 9' 15' 15' 13' 10' 5 15' 15' 12' 7' 3' 15' 14' 9' 6' 2' 5 15' 15' 15' 15' 13' 15' 15' 15' 14' 6 15' 15' 15' 10' 5' 15' 15' 12' 8' 4' 6 15' 15' 15' 15' 15' 15' 15' 15' 15' 7 15' 15' 15' 13' 6' 15' 15' 15' 10' 5' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 2 or 3 10' 7' 4' 2' 0' 7' 5' 3' 1' 0' 95 mph 2 or 3 15' 14' 10' 7' 4' 13' 10' 7' 5' 4 15' 12' 8' 4' 1' 12' 9' 6' 3' 1' 4 15' 15' 15' 13' 9' 15' 15' 12' 9' 5 15' 15' 12' 7' 3' 15' 12' 8' 5' 2' 5 15' 15' 15' 15' 13' 15' 15' 15' 13' 6 15' 15' 15' 10' 5' 15' 15' 11' 7' 3' 6 15' 15' 15' 15' 15' 15' 15' 15' 15' 7 15' 15' 15' 13' 6' 15' 15' 14' 9' 5' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 2 or 3 10' 6' 4' 1' 0' 6' 4' 2' 1' 0' 100 mph 2 or 3 15' 13' 9' 6' 4' 11' 9' 6' 4' 4 15' 11' 7' 3' 0' 10' 7' 5' 2' 0' 4 15' 15' 15' 11' 7' 15' 14' 10' 8' 5 15' 15' 10' 6' 2' 14' 10' 7' 4' 1' 5 15' 15' 15' 15' 11' 15' 15' 15' 11' 6 15' 15' 14' 8' 3' 15' 14' 9' 6' 2' 6 15' 15' 15' 15' 15' 15' 15' 15' 14' 7 15' 15' 15' 11' 5' 15' 15' 12' 7' 3' 7 15' 15' 15' 15' 15' 15' 15' 15' 15' 2 or 3 8' 5' 2' 0' 0' 5' 3' 2' 0' 0' 105 mph 2 or 3 14' 11' 8' 5' 2' 10' 7' 5' 3' 4 13' 9' 5' 2' 0' 9' 6' 3' 1' 0' 4 15' 15' 13' 9' 5' 15' 12' 9' 6' 5 15' 13' 8' 4' 0' 12' 9' 5' 2' 0' 5 15' 15' 15' 13' 8' 15' 15' 12' 9' 6 15' 15' 11' 5' 1' 15' 11' 7' 4' 0' 6 15' 15' 15' 15' 11' 15' 15' 15' 12' 7 15' 15' 14' 7' 1' 15' 14' 9' 5' 1' 7 15' 15' 15' 15' 14' 15' 15' 15' 14' 2 or 3 7' 4' 1' 0' 0' 4' 3' 1' 0' 0' 110 mph 2 or 3 13' 9' 6' 3' 1' 8' 6' 4' 2' 4 11' 7' 4' 0' 0' 7' 5' 2' 0' 0' 4 15' 15' 11' 7' 3' 13' 10' 7' 5' 5 15' 10' 6' 2' 0' 10' 7' 4' 1' 0' 5 15' 15' 15' 10' 6' 15' 14' 10' 7' 6 15' 14' 8' 3' 0' 14' 9' 5' 2' 0' 6 15' 15' 15' 14' 8' 15' 15' 13' 9' 7 15' 15' 10' 4' 0' 15' 11' 7' 3' 0' 7 15' 15' 15' 15' 11' 15' 15' 15' 12' Tables L1 and L2 need to be checked for surface mount concrete attachment Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 ICC ESR 1398 (2009 IBC) 10/11/2011 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 Page 57 of 60 12' 2' 6' 9' 12' 15' 3' 7' 10' 14' 15' 3' 6' 9' 12' 15' 2' 5' 8' 10' 13' 1' 3' 6' 8' 10' 1' 2' 4' 5' 7' Seismic Size Requirements Table L2a Table L2b 3x8 Alum Header Double 3x8 Alum Header Double 2x6.5 Alum Header Double Steel C Beam Single Steel C Beam Size Size Ss Allowed Ss Allowed (cubic feet) (cubic feet) 20% 2030 20% 2893 30% 1354 30% 1929 40% 1015 40% 1447 50% 928 * 50% 1323 60% 773 ** 60% 1102 70% 663 70% 945 80% 677 80% 964 90% 602 *** 90% 857 * 100% 541 100% 772 110% 537 110% 765 120% 492 120% 701 130% 500 130% 712 ** 140% 464 140% 661 150% 433 150% 617 *** Directions for using Seismic Table L2a or L2b****** 1. Determine Tributary width 2. Determine width of structure 3. Determine height of structure 4. Determine number of posts structure has 5. Determine Ss for your area (contac your local building department)**** 6. Choose Table L2a or L2b based on the header 7. Determine the maximum size allowed on the chart 8. Multiply #1, #2 and #3 and divide by #4***** 9. If #8 is lower than #7 the structure is OK for seismic *no check needed for Patio Covers attached to slab under these conditions **no check needed for Patio Covers that are 10' tall attached to slab under these conditio ***no check needed for Patio Covers that are 8' tall attached to slab under these conditions ****Ss is the Maximum Considered Earthquake Ground Motion (0.2 sec) mapped on Figures 1613.5(1), 1613.5(3) in the 2009 IBC ***** Alternatively, divide by these numbers For 2 post Structures divide by 3 For 3 post Structures divide by 3 For 4 post Structures divide by 4.5 For 5 post Structures divide by 6 For all others add 1.5 to number of posts ****** Not for use in areas with flat roof snow loads exceeds 30 psf. M5-2009 Y Kz Kzt Kd I G Cnet Dead X Z Existing Residence P/2 Panel Span (P) P/2 Header Figure 1 Patio Cover Length (L) Determine Snow Loads on Existing Structure 1 Determine Roof Snow/Live Load, S. See General Note 3. 2 Dead Load = 1 psf 3 Add Dead and Live/Snow Loads, mulitply by half of Panel Span Wall Load = (D + S) P /2 4 Result is wall load in pounds per linear foot. Determine Wind Loads on Existing Structure 1 Determine Wind Load, W+ or W-. See Table 1 2 Dead Load included in Down and Up loads 3 Mulitply W+ or W- by half of Panel Span Wall Load = W P /2 4 Result is wall load in pounds per linear foot. 5 Maximum Shear Load in X direction is 454 lbf (110 mph Exposure C, 13' Panel Span) Max load in Y direction (towards house) is 73 plf (110 mph Exp C, 10" I beam) Max load in Y direction due to force couple resisting lateral is 104 plf (110 mph Exp C, Projection = Width) Determine Seismic Loads on Existing Structure (Excludes Roof Snow Load over 30 psf 1 Vertical Loads and Horizontal Loads = maximum of 1 psf 0.7 1 0.85 1 0.85 1.2 0.98 height factor, Exposure B and C Topographic factor Wind Directionality factor Importance Factor Gust Factor Net Pressure Coefficent 1 psf Design Design Down Load Up Load Wind C&C (psf) (psf) (psf) W+ WSpeed (mph) Exposure qh (psf) 85 B 11.0 11.2 12.2 10.6 90 B 12.3 12.6 13.6 12.0 100 B 15.2 15.5 16.5 14.9 105 B 16.8 17.1 18.1 16.5 110 B 18.4 18.8 19.8 18.2 85 C 15.4 15.7 16.7 15.1 90 C 17.3 17.6 18.6 17.0 100 C 21.3 21.8 22.8 21.2 105 C 23.5 24.0 25.0 23.4 110 C 25.8 26.3 27.3 25.7 TABLE 1 Combination Loads: Snow + Wind +Dead Loads Wind Wind Load Live Loads (psf) Speed (mph) Exposure (psf) 10 20 Roof Live /Snow Loads + Dead 11 21 85 B 11.2 16.9 24.4 90 B 12.6 17.9 25.4 100 B 15.5 20.2 27.7 105 B 17.1 21.3 28.8 110 B 18.8 22.6 30.1 85 C 15.7 20.3 27.8 90 C 17.6 21.7 29.2 100 C 21.8 24.8 32.3 105 C 24.0 26.5 34.0 110 C 26.3 28.2 35.7 TABLE 2 Combination Loads based on Equation 16-11 1 Determine Combination Load, C. See Table 2 3 Mulitply C by half of Panel Span Wall Load = C P /2 4 Result is wall load in pounds per linear foot. ICC ESR 1398 (2009 IBC) 10/11/2011 25 22 25.2 26.2 28.4 29.6 30.8 28.5 30.0 33.1 34.7 36.5 Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 (434) 384-2514 carlputnam@comcast.net Ground Snow Loads (psf) 30 40 60 26.2 34.6 51.4 28.3 34.6 47.2 29.3 35.6 48.2 31.6 37.9 50.5 32.7 39.0 51.6 34.0 40.3 52.9 31.7 38.0 50.6 33.1 39.4 52.0 36.2 42.5 55.1 37.9 44.2 56.8 39.6 45.9 58.5 M6-2009 Page 58 of 60 Amerimax Structural Properties of Beams, Fascia, Panels and Rafters for Use by Design Professionals ASSUMES FULL LATERAL BRACING Structural Element I (in^4) top in compression I for deflection I for deflection I (in^4) bottom calcs (in^4) top calcs (in^4) bottom in compression in compression in compression Max Allowable Moment (top in compression (lbf*ft) Max Allowable Moment (bottom in compression (lbf*ft) Max Allowable Shear (lbf) Material E (ksi) Ftu or Fu Fty or Fy (ksi) (ksi) Fcy (ksi) Rafters 0.024"x2"x6.625" Aluminum Rafter 0.032"x2"x6.625" Aluminum Rafter 0.040"x2"x6.625" Aluminum Rafter 0.042"x3"x8" Aluminum Rafter 0.024"x3"x3" Aluminum Rafter 0.040"x3"x3" Aluminum Rafter 2.283 3.072 3.873 7.907 0.445 0.742 same same same same same same 1.768 2.872 3.873 7.907 0.445 0.742 1.714 2.726 3.873 7.907 0.329 0.742 283 515 823 1061 124 336 278 504 801 1038 122 328 132 317 627 609 339 1313 3004H34 3004H34 3004H34 3004H34 3004H34 3105H25 10100 10100 10100 10100 10100 10100 32 32 32 32 32 23 25 25 25 25 25 19 22 22 22 22 22 17 Solid Panels 0.018"x2.5"x6" Aluminum Panel 0.024"x2.5"x6" Aluminum Panel 0.032"x2.5"x6" Aluminum Panel 0.036"x2.5"x6" Aluminum Panel 0.265 0.353 0.471 0.53 same same same same 0.265 0.353 0.471 0.53 0.235 0.326 0.471 0.53 138 212 302 346 109 162 238 280 221 528 974 1192 3004H36 3004H34 3004H34 3004H34 10100 10100 10100 10100 35 32 32 32 28 25 25 25 25 22 22 22 0.018"x3.5"x12" Aluminum Panel 0.024"x3.5"x12" Aluminum Panel 0.032"x3.5"x12" Aluminum Panel 0.036"x3.5"x12" Aluminum Panel 0.545 0.727 0.969 1.09 same same same same 0.525 0.721 0.969 1.09 0.539 0.727 0.969 1.09 301 368 514 591 168 368 514 591 85 202 479 683 3004H36 3004H34 3004H34 3004H34 10100 10100 10100 10100 35 32 32 32 28 25 25 25 25 22 22 22 0.018"x2.5"x12" Aluminum Panel 0.024"x2.5"x12" Aluminum Panel 0.032"x2.5"x12" Aluminum Panel 0.036"x2.5"x12" Aluminum Panel 0.25 0.334 0.445 0.501 same same same same 0.247 0.334 0.445 0.501 0.24 0.33 0.445 0.501 167 286 439 467 154 264 411 348 284 673 1485 1751 3004H36 3004H36 3004H36 3004H34 10100 10100 10100 10100 35 35 35 32 28 28 28 25 25 25 25 22 0.018"x2"x6" Aluminum Panel 0.024"x2"x6" Aluminum Panel 0.032"x2"x6" Aluminum Panel 0.036"x2"x6" Aluminum Panel 0.154 0.205 0.273 0.307 same same same same 0.154 0.205 0.273 0.307 0.143 0.205 0.273 0.307 104 163 227 260 122 155 224 262 374 622 966 1087 3004H36 3004H34 3004H34 3004H34 10100 10100 10100 10100 35 32 32 32 28 25 25 25 25 22 22 22 Aluminum Headers 0.042"x3"x8" Aluminum Header Double 0.042"x3"x8" Aluminum Header 7.907 15.814 same same 7.907 15.814 7.907 15.814 1061 2122 1038 2076 609 1218 3004H34 3004H34 10100 10100 32 32 25 25 22 22 Double 0.040"x2"x6.625" Aluminum Header 7.746 same 7.746 7.746 1646 1602 1254 3004H34 10100 32 25 22 Aluminum Fascia California Extruded Fascia Classic Extruded Fascia 5.5" Extruded Fascia Alaskan Fascia 4"x3" Ibeam 7"x4" Ibeam 3.09 6.026 3.46 3.95 3.617 13.857 same 6.026 same same same same 3.09 6.026 3.46 3.95 3.617 13.857 3.09 6.026 3.46 3.95 3.617 13.857 1320 3088 1564 2348 2364 6495 1160 3129 1538 1664 2364 6495 4362 11686 2884 7812 2414 4991 6063T6 6061T6 6105T5 6105T5 6063T6 6105T5 10100 10100 10100 10100 10100 10100 30 38 38 38 30 38 25 35 35 35 25 35 25 35 35 35 25 35 Steel Headers 0.041"x3"x3" Steel Cloverleaf Double 0.041"x3"x3" Steel Cloverlea 12 Gauge Steel C Beam 16 Gauge Steel C Beam Double 12 Gauge Steel C Beam Double 16 Gauge Steel C Beam 0.7723 1.5446 12.407 5.768 24.814 11.536 0.7723 1.5446 12.407 5.768 24.814 11.536 n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 1028 2056 7988 3714 15976 7428 1028 2056 7988 3714 15976 7428 6694 13388 12271 2459 24542 4918 ASTM A653 Grade 40 ASTM A653 Grade 40 ASTM A653 Grade 50 ASTM A653 Grade 50 ASTM A653 Grade 50 ASTM A653 Grade 50 29000 29000 29000 29000 29000 29000 55 55 65 65 65 65 40 40 50 50 50 50 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 59 of 60 M7-2009 ICC ESR 1398 (2009 IBC) 10/11/2011 Page 60 of 60 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 Amerimax Building Products 5208 Tennyson Parkway Plano, Texas 75024 M8-2009 CONSTRAINED REQUIRED SLAB AREA PER POST FOOTING SIZE (SQUARE FEET) d (IN) CONCRETE SLAB THICKNESS (IN) 3.5'' 5.5'' 7.25'' 9.25'' 20 26 17 13 10 21 31 20 15 12 22 36 23 17 14 23 41 26 20 16 24 47 30 23 18 25 54 34 26 20 26 61 39 30 23 27 70 44 34 26 28 78 50 38 30 29 88 56 42 33 30 98 63 48 37 31 110 70 53 41 32 122 78 59 46 33 135 86 65 51 34 149 95 72 56 35 164 104 79 62 36 180 115 87 68 37 198 126 95 75 38 216 137 104 82 39 236 150 114 89 40 257 163 124 97 41 279 178 135 106 42 303 193 146 114 43 328 208 158 124 44 354 225 171 134 45 382 243 185 145 46 412 262 199 156 47 443 282 214 168 48 476 303 230 180 49 511 325 247 193 50 547 348 264 207
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