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SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS <br />0.042"x3"x8" Box Beam (Detail N3O)Double 0.042"xyx8" Beam (Detail N225)Double C.040"x2"x6.625" Beam (Detail N25) <br />TABLE 6.1 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 <br />SNOW WIDTH SPACING REQ'D POST MIN FOOTER 8' | 10' | 12'POST MIN FOOTER 8' |10 | 12'POST MIN FOOTER 8' |10' | 12' <br />LOAD (FD ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTFU\INED FOOTER <br />(PSF)(FT)SLAB (FT)TYPE ·d'-d- | -d. | 'd.(Fn TYPE 'd 9 | -d' | 9 (FT) TYPE -d 9 | od' 'd· <br />(In)(In) I On) I on)(In) (in) I (in) 1 (In) · (In) (in) I (In) (In) <br />110 MPH EXPOSURI C <br />10 3 22-8·A 6'-5" A 20 26 28 29 12'-2- C 25 30 32 33 11'-0- 8 24 28 30 32 <br />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 <br />LOAD 4 17*-0"A 5'-2" A 21 25 27 28 10'-3" C 26 29 31 32 94 C 25 27 29 31 <br />ONLY 4.5 15'4 A <-8- A 21 24 26 28 94 C 27 28 30 32 8'-80 C 26 27 29 30 <br />5 137 A 47 A 21 24 26 27 8-10" C 27 28 30 31 8-2- C 26 26 28 30 <br />5.5 12'alr A 4-0" A 21 24 25 27 8%4" C 27 27 29 31 7%8" C 27 27 28 29 <br />6 11'-4-A 34" A 21 23 25 26 7-10" C 28 28 29 30 7-3" C 27 27 28 29 <br />6.5 10·-5-A 3-5" A 22 23 25 26 T-5" C 28 28 29 30 6'-11 C 27 27 27 29 <br />7 948"A 37 A 22 23 24 26 7-1" C 28 28 28 30 6'-T' C 27 27 27 29 <br />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 <br />8 8'-6"A 2'-10 A 22 22 24 25 5-5" C 28 28 28 29 64' C 28 28 28 28 <br />8.5 8'-0"A 7-8· A 22 22 24 25 6-2" C 29 29 29 29 5-9" C 28 28 28 28 <br />9 T€A 77 A 22 22 24 25 5-11' C 29 29 29 29 5-7" C 28 28 28 28 <br />0.042"Cx8" Box Bear 1 (Detail N30) <br />TABLE 6.1 Attached Freestanding or <br />Structure Multispan Units <br />GROUND TRIB POST POST MAX MAX POST LENGTH <br />SNOW WIDTH SPACING REQD POST MIN FOOTER 8' |10 | 12' <br />LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER <br />(PSF)(FT)SLAB (FT)TYPE d- -d- -cr -d <br />(In) (in) On) (in) <br />110 MPH EXPOSURE 8 or 90 MPH EXPCSURE C <br />30 3 94" A 5'-9" A 18 23 25 26 <br />3.5 8'-2" A 5'-1" A 18 23 24 26 <br />4 7-1 A 47 A 18 22 24 25 <br />4.5 64 A 4%2" A 18 22 23 25 <br />5 5'-8-A 3'-9" A 18 22 23 24 <br />5.5 5'-2"A 3'-6" A 18 21 23 24 <br />6 4'-9"A 37 A 18 21 22 24 <br />6.5 4'-41"A 3-0" A 18 21 22 24 <br />7 4'-1 A 2'-10" A 18 20 22 23 <br />7.5 3'-9"A 2%8" A 18 20 22 23 <br />8 3'-6- A 2'-6" A 18 20 22 23 <br />8.5 3'-4- A 2'-4" A 19 20 21 23 <br />110 MPH EXPOSUREC <br />Double 0.042"x3"x8" Beam (Detail N25)Double 1.040"x2"x6.625" Beam (Detail N25 <br />Attached Freestanding or Attached Freestanding or <br />Structure Multispan Units Structure Multispan Units <br />MAX MAX POST LENGTH M;U<MAX POST LENGTH <br />POST MIN FOOTER 8' | 10' | 12'POST MIN FOOTER 8' |10' | 12' <br />SPACING POST SIZE CONSTRAINED FOOTEE SPACING POST SIZE CONSTRAINED FOOTER <br />(FT)TYPE d- 9 9 | 'd- (FT)TYPE d .d <br />(in) (In)(In) I On) On) (In) I On) On) <br />11'4 C 22 27 29 30 10'-1- C <br />10'-1- C 22 26 28 29 9'-3" C <br />9'-4"C 23 26 27 29 8'-6" C <br />£-r C 23 25 27 28 T-11" C <br />8'4" C 23 25 27 28 7-5- C <br />T€C 24 25 26 28 DO" C <br />T-1 C 24 24 26 27 67 C <br />6'-8"C 24 24 26 27 6'+3" C <br />6'-4"C 24 24 25 27 5'-11" C <br />6'-0" C 24 24 25 27 5-8- C <br />5'-9- C 24 24 25 26 5'-5" C <br />5'-6"C 24 24 25 26 57 C <br />9.5 7-2 A 2'-5" A 22 22 23 25 548" <br />10 6'-9"A 2'4" A 22 22 23 25 5'-5" <br />11 6'-2"A 20-1- A 22 22 23 24 5-0" <br />110 MPH EXPOSURE B /90 MPI EXPOSJRE C <br />20 3 11'-10"A 6'-2- A 18 24 25 27 11'-9- <br />LIVE 3.5 10'-2-A 5'€ A 18 23 25 26 10 9- <br />LOAD 4.*8'-11'A 4'-11- A 18 23 24 26 9-11- <br />ONLY 4.5 T-11 A 4'# A 19 22 24 25 9-2 <br />5 7-1-A 4·-1- A 19 22 23 25 8'-7- <br />5.5 6'-5-A 3-9- A 19 22 23 24 8'-7 <br />6 5'-11-A 3'€ A 19 21 23 24 T-r <br />6.5 5'-5-A 37 A 19 21 22 24 7-7 <br />7 5-1 A 5-1- A 19 21 22 24 6'-10· <br />7.5 4'-9" A 2'.11- A 19 21 22 23 6'4 <br />8 4'-5"A 2-9" A 19 20 22 23 67 <br />8.5 4'-2"A 2'-r A 19 20 22 23 9-11' <br />9 3'-11 -A 2-5- A 19 20 21 23 5%8" <br />9.5 3'-9-A 204" A 19 20 21 23 5'-5" <br />110 MPH EXPOSURI C <br />20 3 11'40-A 5'7 A 19 25 27 28 10'-10" <br />LIVE 3.5 10'-2 -A 4'41· A 20 25 26 28 9'-10 <br />LOAD 44 8'-11 A 4'-5- A 20 24 26 27 94" <br />ONLY 4.5 •T-11'A 41'-0- A 20 24 25 27 8'-4- <br />5f 7-1-A 3-8- A 20 23 25 26 7·-9, <br />5.5 6'-5 A 3'-4" A 20 23 25 26 74 <br />6 5'+11 -A y-1- A 20 23 24 26 6-10 <br />6.5 5-5-A 2-11- A 20 22 24 25 6*-6 <br />7 5'-1 "A 20-8- A 20 22 24 25 67 <br />7.5 4·.9"A 7-6- A 20 22 23 25 5-10- <br />8 4'-5"A 20-5" A 20 22 23 25 5-6 <br />8.5 4'-2"A 2-3- A 21 21 23 25 57 <br />9 3'-11»A 2'-2" A 21 21 23 24 5-1 <br />9.5 3-9 A 2'4" A 21 21 23 24 4-10- <br />10 3'-6-A 1'-11-A 21 21 23 24 4'-8- <br />GENERAL INSTRUCTONS 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 SECTION 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 6.1 <br />ICC ESR 1398 (2009 IBC) 10/11/2011 <br />21 25 <br />22 25 <br />22 25 <br />22 24 <br />23 24 <br />23 24 <br />23 23 <br />23 23 <br />24 24 <br />24 24 <br />24 24 <br />24 24 <br />23 27 <br />23 27 <br />24 26 <br />24 26 <br />25 25 <br />25 25' <br />25 25 <br />25 25 <br />25 25 <br />27 28 <br />27 28 <br />26 28 <br />26 27 <br />25 27 <br />25 26 <br />25 26 <br />25 26 <br />24 26 <br />24 26 <br />24 25 <br />·24 25 <br />·29 <br />.28 <br />28 <br />·27 <br />27 <br />27 <br />.26 <br />26 <br />26 <br />ROFESS/044> pu <br />89 <br />EP6 <br />IVIL46 op CALIFO <br />C 29 29 29 29 5'-4" C 28 28 28 28 30 3 9'-6" A 5-0" A 19 25 26 28 10'-0" C 24 29 30 32 9-2" C <br />C 29 29 29 29 5'-2"C 28 28 28 28 3.5 8'-2"A 4'-5" A 19 24 26 27 9'-1"C 24 28 30 31 8'4" C <br />C 29 29 29 29 4'-10- C 29 29 29 29 4 T-1 A 3·-11" A 19 24 25 27 8'4 C 25 27 29 31 7-8" C <br />4.5 6'-4"A 3'-7" A 19 23 25 26 7'-8 C 25 27 29 30 7-2" C <br />C 22 27 29 30 10'-8- 8 22 26 27 29 5 5'4 A 3-3- A 19 23 24 26 7-2-C 25 27 28 30 6%8" C <br />C 23 27 28 30 9-9" C 22 25 27 28 5.5 5'-2"A 3'« A 19 22 24 26 6-8- C 25 26 28 29 67 C <br />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 <br />C 23 26 27 29 805" C 23 24 26 27 6.5 4'-4"A 2'-r A 20 22 24 25 5%11" C 26 26 27 29 5'-7" C <br />C 24 25 27 28 7-11" C 23 24 26 27 7 4%1"A 2'-5- A 20 22 23 25 5'7 C 26 26 27 28 5-4" C <br />C 24 25 27 28 7-5" C 23 24 25 27 <br />C 24 25 26 28 nO" C 24 24 25 27 OVER-TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES <br />C 24 24 26 27 648" C 24 24 25 26 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) <br />C 25 25 26 27 64" C 24 24 25 26 (FT) 6 T 8' 9' 10' 11' 12' 13' 14 15· 16· 17 18' 19' 20·21'22' <br />C 25 25 25 27 6'-1" C 24 24 24 26 0 3' 3.5 4'4.5'5 5.5 6 6.9 T 7.5'80 8.9 9' 9.5' 19 10.5 11' <br />C 25 25 25 27 5-10- C 24 24 24 26 1· 3.5 4 4.5 5 5.5' 6'6.5'T 79 8' 8.5' 9 9.5' 10' 10.5 11'11.5' <br />C 25 25 25 26 5-7- C 25 25 25 25 2· 03 na nia nia rja 6.5' T 7.5 8'8.5'5 9.5 10 10.5 11'11.5' 12' <br />C 25 25 25 26 5·-4- C 25 25 25 25 3' rva na nia nia rda rta Wa n/a Iva nia 9.9 10' 10.5 11'11.5' 12' 12.5' <br />C 25 25 25 26 5'-2 C 25 25 25 25 4' rda nia Wa rda rla nia Na nia nia nia nla nia nia nla rda 12.5 13' <br />C 24 29 31 32 9-10- C 24 28 29 31 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for <br />C 25 28 30 32 9'-0- C 24 27 29 30 for Attached Single Span Structures Freestanding Structures or Muttispan Attached Structures C 25 28 30 31 8'-3- C 25 27 28 30 Post Description Max POST Detail Post Description Maximum Max POST <br />C 26 27 29 31 7-9" C 25 26 28 29 Hqt Code Footing Height Code Detatv# <br />C 26 27 29 30 T.3-C 25 26 28 29 Twin 0.062"xl.5"xl.5" Scroll 9' A AC 0.041"xrx3- Steel Clover d= 20" 9'B Nll,API' '< <br />C 26 27 28 30 6-9- C 26 26 27 29 0.042"xyx8" Aluminum Post 11'B N30 0.041"x30]3" Steel Clover d= 21" 8'B Nll,AH <br />C 26 26 28 30 6-5- C 26 26 27 28 0.024"Post with Sideplates 12'B N16, BK 3/16"xy'x3" Steel Square d= 28"12'C N17, AG <br />C 27 27 28 29 6-1- C 26 26 27 28 Clover 0.030"xyx3" Alum 11'B Nll.AH 3/16"x323" Steel Square d= 28" 8'D N17, AG 0, <br />C 27 27 27 29 57 0 26 26 26 28 Clover 0.04093"xy Alum 12'B N11.AM 1/4-x3"xy Steel Square d= 28"12'D N17, AG ..;, <br />C 27 27 27 29 54- C 26 26 26 28 Colonial 0.062" Extruded 12'C AE 3/16-x4°x4- Steel Square d= 28"12'E N17, Al <br />C 27 27 27 28 5·-3" C 27 27 27 27 0.041 "*3"x3" Steel Clover 12'D Nll,AH 1/2"x4'x4" Steel Square d. 37"12'D N17, Al <br />C 27 27 27 28 5'4" C 27 27 27 27 0.041 "xy'x3" Steel Clover 8' E Nll,AH 1/2"x©<4" Steel Square d= 31"15'D N17, A(30 » <br />C 27 27 27 28 4'-10· C 27 27 27 27 3/16"*3"xy Steel Square 15' H <br />C 27 27 27 28 4'-8- C 27 27 27 27 1/4-*3")(3" Steel Square 15' I <br />C 27 27 27 28 44 C 27 27 27 27 3/16"x4"x40' Steel Square 15'J N17, AG <br />1/2"x,Px," Steel Square 15'K N17, AG +/lagiER8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN <br />TABLE 6.1 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products ,4,>/€pE <br />FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4 5208 Tennyson Parkway <br />9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7 Plano, Texas 7502410. USE THE APPROPRIATE DETAILS (Nl-N35 or A-BM) / /1*6* <br />Carl Putnam, P. E.11 1 \ <br />FOR PAMO St-ABS FOLLOW 1 -6 FROM ABOVE THEN 3441 Ivylink Place 1 3 4*m <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 carloutnam@comcast.net <br />SLAB 9. FOLLOW 9-10 FROM ABOVE Rk>Uv l <br />SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES \J92(CAL <br />OCT 20 <br />Page 31 of 60 > ' <br />3E <br />A\ <br />201 <br />Re <br />3 <br />t <br />Epl 1 0 <br />CI <br />0.16231 <br />NOV 5 2012 <br />F NE <br />N17, AG <br />N17, AG <br />A <br />PT <br />0 <br />1 igned <br />¢4 ONA U ·S <br />·DireS 9/30|2 <br />SSaO