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SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE <br />12 Gauge x3"x8" Steel 3 (Detail T)Double 16Ga x3"x8" Steel C (Detail T and AY'. Double 12Ga 3"x8" Ste€ I C Beam (T and AY) <br />TABLE 6.8 Attached Freestanding or Attached Freestanding or Attached Freestanding or <br />Structure Multispan Units Structure Multispan Units Structure Multispan Units <br />GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH GROUND <br />SNOW WIDTH SPACING REQD POST MIN FOOTER 8' |12 | 19 POST MIN FOOTER 8' |17 | 15 POST MIN FOOTER 8' |17 | 15'SNOW <br />LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER LOAD <br />(PSF)(FT)SLAB (FT)TYPE -d 9 | 4 | W (FT)TYPE ·d·-d- | .B | .d-(FT)TYPE 'dr -d I -d. -d-(PSF) <br />On) (In) 1 (In) 1 On) (In) (in) (In) 1 (in) On) (In) 1 (In) (In) <br />110 MPH EXPOSURE C <br />10 5 137 A 1716- <br />LIVE 5.5 12'-41-A 16·-6- <br />LOAD 6 11'-4-A 15'-8 <br />ONLY 6.5 10'-5-A 14'-10" <br />7 9'-8"A 147 <br />7.5 9'-1 A 13'-7 <br />8 8'-6"A 13'-O <br />8.5 8'-0"A 12'-6- <br />9 TE A 12'-0 <br />9.5 7-2 A 11'-7- <br />10 6-9-A 11'-2- <br />10.5 6'-5"A 10'-10 <br />11 6-2 A 10'-6- <br />11.5 5'-11-A 10-2 <br />12 5'-8" A 9'-11- <br />13 5'-2 A 9'-4 <br />110 MPH EXPOSURE B or 90 MPE EXPOSJRE C <br />D 18'-10-D 35 35 D 38 38 30 <br />D 17'-11 D 35 E 39 39 <br />D 17-2 D 36 E 39 39 <br />16'-5-D 36 <br />D 15'-9- <br />D 37 28 21-5- <br />D <br />D <br />D <br />D 13'-0-E 39 E 44 44 <br />D 12'-7-E 39 39 E 45 45 <br />D 12'-3 E 39 45 45 <br />D 12'-0-E 39 39 18'-7-E 46 46 30 <br />D 11'-8-E 40 40 40 < 18'-4 E 46 46 <br />D 38 38 38 11'-2-E 40 E 47 47 <br />12 Gauc e x328" Steel C (Detail T) <br />TABLE 6.8 Attached Freestanding or <br />Structure Multispan Units <br />TRIB POST POST MAX MAX POST LENGTH <br />WIDTH SPACING REQD POST MIN FOOTER 8' | 12' | 15' <br />(FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER <br />(FT)SLAB (FT)TYPE -cr .€d- | kr <br />(In) (In) (In) I (In) <br />110 MPH EXPOSURE B or 90 MPH EXPCSURE C <br />5 5%8"A 16'-0- D 29 29 32 35 <br />5.5 5'-2"A 15'-0" O 30 30 32 34 <br />6 4'-9"A 14·-3- O 30 30 32 34 <br />6.5 4'-4"A 13'4 D 30 30 31 33 <br />7 4'-1"A 12'-10" D 30 30 31 33 <br />7.5 3'-9"A 1203" D 31 31 31 33 <br />8 3'-6 A 11-9- O 31 31 31 32 <br />8.5 3'-4"A 11'4 D 31 31 31 32 <br />9 3'-2"A 10'-10- D 31 31 31 32 <br />9.5 34 A 109 0 31 31 31 32 <br />10 2'-10" A 10'-1"O 32 32 32 32 <br />10.5 2'-8- A 9-9- D 32 32 32 32 <br />110 MPH EXPOSURE C <br />5 5'-8"A 14'-4"D 32 32 35 37 <br />5.5 57 A 13'-6" D 32 32 34 36 <br />6 4'-9"A 12'-9" O 32 32 34 36 <br />6.5 4-4 A 12'-1- O 33 33 33 35 <br />Double 16Ga x3"x8" Steel C (Detail T and A Double 12Ga 3'x8" St-iel C Beam (T and AY <br />Attached Freestanding or Attached Freestanding or <br />Structure Multispan Units Structure Multispan Units <br />MAX MAX POST LENGTH MAX MAX POST LENGTH <br />POST MIN FOOTER 8' | 12' | 15'POST MIN FOOTER 8' |12' | 15' <br />SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER <br />(FT)TYPE ·cr 7 | 9 | d-(FT)TYPE d V | Y d <br />(In) (In) I (In) (in) (In) (In) (in) (In) <br />17'-5- 0 30 30 33 35 23'-3" <br />167 D 31 31 33 35 22'-r <br />15'-10· D 31 31 32 34 21'-11" <br />15'-2"D 31 31 32 34 21'-4" <br />147 0 32 32 32 34 20-10 <br />14'-0"D 32 32 32 34 25 -4- <br />13%6" E 32 32 32 33 19'-11 <br />13'-1" E 33 33 33 33 19'€ <br />12'-8 E 33 33 33 33 19'-2- <br />12'-3" E 33 33 33 33 18'-9- <br />11'-11 E 33 33 33 33 18'4 <br />117 E 34 34 34 34 18'-2" <br />15'41- 0 33 33 35 38 22'-0- <br />15'-2"D 33 33 35 37 21'-3" <br />14'-5" 0 34 34 35 37 204 <br />13'-10" 0 34 34 34 36 20'-1- <br />20 5 7-1 A 17'-0- O 30 30 33 35 18'-4- <br />LIVE 5.5 6'-5"A 16'-0- D 30 30 32 35 17'-5 <br />r LOAD 6 5'-11-A 15'-2- D 31 31 32 34 16'-8- <br />ONLY 6.5 5-5-A 14'-4· D 31 31 32 34 16'-0. <br />7 5'-1"A 13'-8" D 31 31 31 33 154' <br />7.5 4-9-A 13'4· O 31 31 31 33 14'-9' <br />8 405"A 12'-7· D 32 32 32 33 14'-3 <br />8.5 47 A 12-1- D 32 32 32 33 13'-9- <br />9 3011 A 11'-r D 32 32 32 32 13'4 <br />9.5 3%9"A 11'-2- D 32 32 32 32 13'4 <br />10 3'-6"A 10'-10- O 32 32 32 32 12'-7- <br />10.5 3'-4"A 10'-5- D 33 33 33 33 12'-3 <br />11 3'-2"A 10-1- D 33 33 33 33 11·-11- <br />11.5 3'-1-A 9-10- D 33 33 33 33 11'-7 <br />110 MPH EXPOSURE C <br />' 20 5 T-1"A 15'-6- D 33 33 35 37 17%0- <br />i LIVE 5.5 6'-5"A 14·-7· O 33 33 35 37 16'-2' <br />LOAD 6 5'-11-A 13'-10- D 33 33 34 36 15'-5- <br />£ ONLY 6.5 5%5'A 13'-1- 0 34 34 34 36 14'-9 <br />7 5'-1 -A 12'-6- D 34 34 34 36 14·-2' <br />7.5 4'-9-A 11'+11- O 34 34 34 35 13'4* <br />8 4'-5"A 11'-5" D 34 34 34 35 13'-2» <br />8.5 4'-2.A 10'-11· D 35 35 35 35 12'-9- <br />3 11-A 10'-6 0 35 35 35 35 12'4 <br />9.5 3 -9 A 10-2- D 35 35 35 35 11'-11- <br />10 3'-6" A 9010· D 35 35 35 35 11'+7" <br />10.5 304"A 9'-6" D 35 35 35 35 11'-3 <br />11 3'+2-A 9'-2" E 36 36 36 36 11'-0- <br />11.5 3'-1 " A 8011" E 36 36 36 36 10'-8 <br />12 2'-11-A 8-r E 36 36 36 36 1015' <br />GENERAL INSTRUCnONS FOR THESE TABLES <br />1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE <br />2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT <br />3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE <br />(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS <br />USE 20PSF MIN) <br />4. CHOOSE A PANEL FROM SECnON 4.0 THAT HAS <br />ADEQUATE CLEARSPAN FOR YOUR NEEDS. <br />5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR <br />CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 <br />6. CHOOSE A HEADER FROM THAT HAS ADEQUATE <br />POST SPACING. <br />7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.8 <br />ICC ESR 1398 (2009 IBC) 10/11/2011 <br />E 33 33 5 <br />E 34 34 35 37 <br />E 35 35 37 <br />E 35 35 37 <br />E 36 37 <br />E 36 36 <br />E 37 <br />E <br />E <br />37 <br />38 <br />E 38 <br />E 39 <br />E 39 <br />E 37 <br />E 37 <br />37 <br />37 <br />E 38 38 <br />E 39 39 <br />E 39 39 <br />E 40 40 <br />E 41 41 <br />E 41 41 <br />E 42 <br />/4@EFESS/044 <br />11' <br />42 <br />11.5' /8' <br />1Z 8 9 <br />12.5' <br />13' <br />RRP;:01*8181 **89101?:52!51*22 9999 111 955*D 31 31 33 36 24·.1' E 34 34 36 38 7 4'-1-A 11'-6- D 33 33 33 35 13'-3" E 35 35 35 36 19'-8- <br />0 31 31 33 35 23'-4· E 34 34 35 38 7.5 3'-9"A 11-0" D 33 33 33 35 129 E 35 35 35 36 19'-2- <br />0 32 32 33 35 22'-8- E 35 35 35 37 8 3'-6-A 10-6- O 33 33 33 34 12'-r E 35 35 35 36 18'-9 <br />D 32 32 32 35 22·-1- E 36 36 36 37 8.5 3'-4"A 10'-1- 0 34 34 34 34 11'-10- E 35 35 35 35 18'-5" <br />D 32 32 32 34 21'-6- E 36 36 36 37 9 3'-2"A 9-8- O 34 34 34 34 11'€ 6 36 36 36 36 18·-1» <br />D 33 33 33 34 21'-0- E 37 37 37 37 <br />D 33 33 33 34 20 7- E 37 37 37 37 OVER-TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES - <br />D 33 33 33 33 207 E 38 38 38 38 HANG PROJECTION OF SINGLE SPAN STUCTURES {FT) <br />E 34 34 34 34 19'-9- E 38 38 38 38 (FT) 6'7 8' 9' 10 11' 12· 13' 14 15· 16' 1 T 18' 19' 20'21' <br />E 34 34 34 34 19-5- E 39 39 39 39 9 3 3.5' 4'4.5'5' 5.5'6.5 T 7.5' £8.5 9 9.5 10' 10.5 <br />E 34 34 34 34 19-1-E 39 39 39 39 1' 3.5 4'4.5 5 5.5 6'6.5 T 7.9 8' 8.5 9 9.5' 10' 10.5'11' 8 <br />E 34 34 34 34 18'-9- E 40 40 40 40 2' rda rda rda rda Na 65' T 7.5' 8'8.5'9 9.5'10·10.5'11'11.5 <br />E 35 35 35 35 184 E 40 40 40 40 3' rda rda nia rda nia nia ria nia Na nia 9.5' 10' 10.5'11'11.5'12' <br />E 35 35 35 35 18·-3" E 40 40 40 40 4' n/a nia ,Va rda nia ria rda nia nia nia .la nia na nia nia 12.5' <br />0 34 34 36 38 22'-11" E 37 37 38 41 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for <br />D 34 34 35 38 22-2 E 38 38 38 40 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures <br />D 35 35 35 37 217 E 39 39 39 40 Post Description Max POST Detail Post Description Maximum 1 Max POST <br />D 35 35 35 37 21'4· E 39 39 39 40 Hgt Code Footing Height Code <br />D 35 35 35 37 20-e E 40 40 40 40 Twin 0.062"%1.591.5" Scroll 9'A AC 0.0412<3"xy Steel Glover d= 20" 9'B Nll,AH \LOGED' <br />E 36 36 36 36 20'-0- E 41 41 41 41 0.042"x3"x8" Aluminum Post 11'B N30 0.041"x3"*3" Steel Glover d= 21" 8'B Nll,AH <br />E 36 36 36 36 197 E 41 41 41 41 0.024"Post with Sideplates 12'B N16, BK 3/16"x3"x3" Steel Square d= 28"12'C N17, Al <br />E 36 36 36 36 19-2- E 42 42 42 42 Clover 0.030»x3"x3" Alum 11'B Nll.AH 3/16"x3"x3" Steel Square d= 28" 8'D N17, Al <br />E 37 37 37 37 18'-10· E 42 42 42 42 Clover 0.040"xy'x3" Alum 12'B Nll,AH 1/4-xyx3" Steel Square d= 28"12'D N17, Al <br />E 37 37 37 37 18'€ E 43 43 43 43 Colonial 0.062 Extruded 12 C AE 3/16-x4-x4- Steel Square d= 28"12'E N17, Al <br />E 37 37 37 37 18'-2· E 43 43 43 43 0.041"x3-x3" Steel Clover 12'D Nll,AH 1/2"xt"x4" Steel Square d= 37"12'D N17, Al <br />E 37 37 37 37 17'-11" E 44 44 44 44 0.041"x3"x3" Steel Glover 8'E Nll,AH 1/2"x4"x4" Steel Square d= 31"15'D N17, AL - - <br />E 38 38 38 38 17-6- E 44 44 44 44 3/16"xy€ Steel Square 15'H N17, AG <br />E 38 38 38 38 lr-1· E 44 44 44 44 1/4"x3"x3" Steel Square 15'I N17. AG <br />E 38383838 16'-9- E 45 45 45 45 3/16"*4"x4" Steel Square 15'J N17, AG <br />,g#53;il1/2-x4"x4" Steel Square 15'K N17, AG 1 -1/18. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN <br />TABLE 6.8 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products / Q. <br />FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 5208 Tennyson Parkway / 4 (L <br />9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano, Texas 75024 ' ' <br />10. USE THE APPROPRIATE DETAILS (Nl-N35 or A-BM) <br />Carl Putnam, P. E. - <br />FOR PAnO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place <br />SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 <br />SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.nel <SLAB 9. FOLLOW 9-10 FROM ABOVE <br />SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES <br />Page 39 of 60 <br />. \2 <br />/VIL <br />EOFCAL <br />OCT 20 <br />). 162 <br />3 <br />A <br />PT <br />0 <br />/bned <br />0 NOV 5 2012 <br />¢ 4 ONA U ·S' 1% <br />+Dires 9/30110 <br />V <br />V