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SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAE <br />5.5" Ext uded Fascia (Cetail L)California Extruded FaE :ia (Detail G) <br />TABLE 5.5 Attached Freestanding or Attached Freestanding or <br />Structure Multispan Units Structure Multispan Units <br />GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH <br />SNOW WIDTH SPACING REQ'[)POST MIN FOOTER 8' |10 | 12 POST MIN FOOTER 8' |10 | 12' <br />LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER <br />(PSF)(FT)SLAB (FT)TYPE ·d·'4 | 9 | ·d·(FT)TYPE "d'Y | Y •d• <br />(in) (In) I (In) 1 On) (In) On) I On) (In) <br />90 MPH EXPOSURE C or 105 6 PH EXPCSURE B <br />20 3 11'-10"A 107 8 21 21 23 24 10·-0- 8 21 21 22 23 <br />LIVE 3.5 10'-2-A 9'-11- C 22 22 23 24 9-2 8 21 21 21 23 <br />LOAD 4 8'-11'A 9'-2- C 22 22 22 24 8'€8 22 22 22 23 <br />ONLY 4.5 T-11-A 807' C 22 22 22 23 8'-0" C 22 22 22 22 <br />5 701"A 8'-1 "C 23 23 23 23 1-6" C 22 22 22 22 <br />5.5 6'-5" ' A T.E'C 23 23 23 23 7-1- C 23 23 23 23 <br />6 5'-11"A 703 C 23 23 23 23 6'-9" C 23 23 23 23 <br />6.5 5'-5"A 6'-11- C 24 24 24 24 6'-5" C 23 23 23 23 <br />7 5-1 A 67 C 24 24 24 24 67 C 23 23 23 23 <br />7.5 4'.9-A 64"C 24 24 24 24 5011"C 24 24 24 24 <br />8 4'-5"A 6'-1"C 24 24 24 24 518" 0 24 24 24 24 <br />8.5 4'-2"A 5-10- C 25 25 25 25 56" C 24 24 24 24 <br />9 3'-11-A 5-8- C 25 25 25 25 5-3- C 24 24 24 24 <br />9.5 3'-9"A 5-6 C 25 25 25 25 541" C 24 24 24 24 <br />10 3'-6"A 5'4" C 25 25 25 25 4011- C 24 24 24 24 <br />11 3'-2"A 5'4 C 25 25 25 25 4%8" C 25 25 25 25 <br />90 MPH EXPOSURE B <br />0.041"xy'x3" Steel Cloverleaf (Detail W) <br />Attached Freestanding or <br />Structure Multispan Units <br />MAX MAX POST LENGTH <br />POST MIN FOOTER E | 10 | 12' <br />SPACING POST SIZE CONSTRAINED FOOTER <br />(FD TYPE ·d .B <br />(In) (In) 1 (in) (In) <br />8« A 19 21 23 24 <br />7-4' B 20 21 22 24 <br />6-9- 8 20 21 22 23 <br />6'-3 B 20 20 22 23 <br />5'-10- 8 20 20 22 23 <br />5'-(T 8 21 21 21 23 <br />5'-2 8 21 21 21 22 <br />4'-11-8 21 21 21 22 <br />47 8 21 21 21 22 <br />4'-5"B 21 21 21 22 <br />4'-3" B 22 22 22 22 <br />4'4- C 22 22 22 22 <br />3-10' C 22 22 22 22 <br />5-9" C 22 22 22 22 <br />3-7-C 22 22 22 22 <br />344* C 22 22 22 22 <br />5.5" Extruded Fascia (Detail L) <br />TABLE 5.5 Attached Freestanding or <br />Structure Mullispan Units <br />GROUND TRIB POST POST MAX MAX POST LENGTH <br />SNOW WIDTH SPACING REQD POST MIN FOOTER 8' |10 | 17 <br />LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER <br />(PSF)(FT)SLAB (FD TYPE d -d- <br />(In) (In) I (In) (In) <br />90 MPH EXPOSURE B <br />60 3 4'-10"A 7-10" C 17 19 20 21 <br />3.5 4'-2"A 7-2 C 17 18 20 21 <br />4 3-7"A 6·7 0 18 18 19 21 <br />4.5 3-2"A 6'-2"C 18 18 19 20 <br />5 2'-11" A 5·-9 C 18 18 19 20 <br />5.5 'Z-T A 5'-5-C 18 18 19 20 <br />6 2'-5"A 5-2"C 19 19 19 20 <br />6.5 2'-2"A 4'-11 -C 19 19 19 20 <br />7 2'-1"A 4'W C 19 19 19 20 <br />7.5 1'-11" A 445- C 19 19 19 20 <br />8 1-9 A 4'-3" C 19 19 19 20 <br />8.5 1%8"A 4'-1"D 19 19 19 19 <br />90 MPH EXPOSUFE C or 105 4 PH EXP)SURE B <br />60 3 4'+10"A T-10" C 19 20 22 23 <br />3.5 4·.2 A T-2" C 19 20 21 23 <br />4 3'-7"A 6'-7-C 20 20 21 23 <br />4.5 3'-2"A 6'-2" C 20 20 21 22 <br />California Extruded Fascia (Detail G) <br />Attached Freestanding or <br />Structure Multispan Units <br />MAX MAX POST LENGTH <br />POST MIN FOOTER 8' | 10' | 12 <br />SPACING POST SIZE CONSTRAINED FOOTEF <br />(FT)TYPE ·d'd | -d d <br />(In) (in) (In) (in) <br />T-3-C 17 18.19 20 <br />6'-8"C 17 17 19 20 <br />6'-2"C 17 17 19 20 <br />519" C 17 17 18 20 <br />5'-4"C 18 18 18 19 <br />5-1 C 18 18 18 19 <br />4·.9"C 18 18 18 19 <br />4'7 C 18 18 18 19 <br />4'-4"C 18 18 18 19 <br />4'-2"C 19 19 19 19 <br />4'-0"C 19 19 19 19 <br />3'don C 19 19 19 19 <br />7'-3'C 19 19 21 22 <br />6'-8 C 19 19 20 22 <br />6'-2"C 19 19 20 22 <br />5'-9"C 20 20 20 21 <br />0.041"xy'xy Steel CIr verleaf (Detail W) <br />Attached Freestanding or <br />Structure Multispan Units <br />MAX MAX POST LENGTH <br />POST MIN FOOTER 8' |10 | 12' <br />SPACING POST SIZE CONSTRAINED FOOTER <br />(FT)TYPE -d -dr | -dr -d <br />M (in) I (in) (in) <br />5'-8 B 15 18 20 21 <br />5'-1-B 15 18 19 21 <br />4'-8-B 16 18 19 20 <br />443" 8 16 18 19 20 <br />3'-11"C 16 17 19 20 <br />3'-8-C 16 17 19 20 <br />3'-6-C 16 17 18 20 <br />3'-3"C 16 17 18 19 <br />3'-1 "C 17 17 18 19 <br />2·-11" C 17 17 18 19 <br />2-9"C 17 17 18 19 <br />2-8-C 17 17 18 19 <br />5'-8"B 17 20 21 23 <br />5-1 "8 17 20 21 22 <br />4·-8" B 18 19 21 22 <br />4'-3"8 18 19 21 22 <br />25 3 11'-4-A 11'4" B 19 20 21 22 107 <br />3.5 9'-8"A 109 8 20 20 21 22 9'-9" <br />4 8-6"A 9-9" C 20 20 21 22 9-1 <br />4.5 T€A 97 C 20 20 20 22 8'-6 <br />5 6-9-A 87 C 21 21 21 22 5-7 <br />5.5 €-r A 87 C 21 21 21 21 77 <br />6 5-8-A 7-9 C 21 21 21 21 r-2- <br />6.5 57 A 7-5- C 22 22 22 22 6'-11- <br />7 4-10-A 7-1-C 22 22 22 22 67 <br />7.5 416"A 6-10- C 22 22 22 22 604" <br />8 49 A 6-6" C 22 22 22 22 6-1 <br />8.5 4'-0"A 6'-4- C 22 22 22 22 9-10" <br />9 3-9 A 6'-1"C 22 22 22 22 5%8" <br />9.5 3-T A 5'-11 C 23 23 23 23 5·€ <br />90 MPH EXPOSURE C or 105 6 PH EXPCSURE B <br />25 3 11'4'A 109 8 21 21 23 24 90-9" <br />3.5 9'-8"A 97 C 21 21 22 24 8'-11- <br />4 5€A 8-11· C 22 22 22 24 87 <br />4.5 T 4 A 8'4" C 22 22 22 23 7'-9 <br />5 5-9-A 7-10- C 23 23 23 23 r-3" <br />5.5 5-T A r-5 C 23 23 23 23 6-11 <br />6 9-8"A 7%0" C 23 23 23 23 64 <br />6.5 5-2 A 6%8" C 23 23 23 23 67 <br />7 4'-10-A E-5- C 24 24 24 24 6-0- <br />7.5 4'€A 6'-2-C 24 24 24 24 5'-9" <br />8 4'-3"A 5-11- C 24 24 24 24 5'-6" <br />8.5 4'-0-A 5-8- C 24 24 24 24 54 <br />9 3-9-A 5-6- C 24 24 24 24 5'-1 <br />9.5 3-7"A 5-4- C 25 25 25 25 4'-11- <br />10 3-4-A 57 C 25 25 25 25 4-9 <br />GENERAL INSTRUCTIONS 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 5.2 OR <br />CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 <br />6. CHOOSE A HEADER FROM TABLE 5.5 THAT HAS ADEQUATE <br />POST SPACING. <br />7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.5 <br />ICC ESR 1398 (2009 IBC) 10/11/2011 <br />B 19 19 20 21 8-9" A 18 20 21 22 5 2'-11" A 9-9" C 20 20 21 22 9-4- C 20 20 20 21 3'-11"C 18 19 20 22 <br />B 19 19 20 21 7-11' A 18 19 21 22 5.5 2-7"A 5-5"C 21 21 21 22 9-1- C 20 20 20 21 34- C 18 19 20 22 <br />8 20 20 20 21 7-3- 8 18 19 21 22 6 2'-9 A 5'-2"C 21 21 21 22 4'-9 C 20 20 20 21 34 C 18 18 20 21 <br />8 20 20 20 21 6-9- 8 18 19 20 22 6.5 2-2"A 4'-11" C 21 21 21 22 4'7 0 21 21 21 21 3'-3"C 18 18 20 21 <br />C 20 20 20 20 5-r 8 19 19 20 21 7 7-1-A 4'-8"C 21 21 21 21 47 0 21 21 21 21 3'-1 C 19 19 20 21 <br />C 21 21 21 21 5'-11- 8 19 19 20 21 <br />C 21 21 21 21 5'-r 8 19 19 20 21 OVER-TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES <br />C 21 21 21 21 5'-r 8 19 19 19 21 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) <br />C 21 21 21 21 54 8 19 19 19 21 (FT) E T 8 9' 10'11· 12' 13' 14'19 16' 1 r 18' 19' 20'21'2Z <br />C 21 21 21 21 49 8 20 20 20 20 0 3' 3.5 4'4.5 5' 5.5 6 6.9 7 7.5'8' 8.5 9 9.5 10 10.5 <br />C 22 22 22 22 47 8 20 20 20 20 1' 3.5'4' 4.5'5 5.5 6'6.5' r 7.5 8' 8.5 9'9.5' 10 10.5 11' <br />C 22 22 22 22 4'-5 . B 20 20 20 20 7 Wa na Wa 5.5'9 5.5 T 7.5' 8'8.5'5 9.5' 10 10.5' 11' 11.5 <br />C 22 22 22 22 4'-2" B 20 20 20 20 3' " Wa Wa " Wa "Wa 8' 8.5 9 9.5' 10' 10.5 11· 11.5, 12' 12.5' / 41/ C 22 22 22 22 44" C 20 20 20 20 4 nia nia nia nia nia nia ria rla nia Na nia 10.5 11' 11.5 12· 12.5 13' <br />8 20 20 22 23 r-10- A 19 21 23 24 TABLE 5.3 Post Requirements TABLE 5A Post Requirements for A.\ 1 El<46**161 - 1 <br />8 21 21 21 23 701' 8 19 21 22 24 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures /\1, \1) 1/ 1/(/tr>438 21 21 21 22 6-6- B 20 20 22 23 Post Description Max POST Detail Post Description Maximum Max POST <br />C 22 22 22 22 6'-1 B 20 20 22 23 Hgt Code Footing Height Code Detall# <br />C 22 22 22 22 94" 8 20 20 21 23 Twin 0.062341.5"xl.5" Scroll 9' A AC 0.041"xyx3" Steel Clover d= 20" 9' <br />C 22 22 22 22 5'-3" B 20 20 21 23 0.042"x3"x8" Aluminum Post 11'B 1430 0.041 »xy'x3» Steel Clover d= 21 " 8' <br />C 23 23 23 23 9-7 8 21 21 21 22 0.024"Post with Sideplates 12'B N16, BK 3/16"x3"xy Steel Square d= 28"12'C N17, AG -_0-/0- <br />C 23 23 23 23 4'-8- B 21 21 21 22 Clover 0.030"13"x3-Alum 11'B Nll.AH 3/16"x3"xy Steel Square d= 28" 8'D N17, AG <br />C 23 23 23 23 4'€ B 21 21 21 22 Clover 0.040"x3'xy Alum 12'B Nll.AH 1/4"x3"xy Steel Square d= 28"12'D N17, AG - <br />C 23 23 23 23 403· B 21 21 21 22 Colonial 0.062" Extruded 12'C AE 3/16"x04" Steel Square d= 28"12'E N17, AG / <br />C 23 23 23 23 4'-1"8 21 21 21 22 0.041"x3"« Steel Clover 12'D Nll,AH 1/2"x4"x4" Steel Square d= 37" 12'D N 17, AG ,E <br />C 24 24 24 24 3-11-B 21 21 21 22 0.041 "x3"xy Steel CIover 8'E Nll,AH 1/2"x4"x4" Steel Square d= 31" 15' D N17, AG ,81 9 <br />C 24 24 24 24 3·-9- C 21 21 21 22 3/1623»)0"Steel Square 15'H N17, AG <br />C 24 24 24 24 3'-r C 22 22 22 22 1/4-x3"x3" Steel Square <br />C 24 24 24 24 7-5 C 22 22 22 22 3/16"x4"x4- Steel Square <br />1/2"x4=x4 Steel Square - <br />8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN 1 4 <br />TABLE 5.5 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building ProduCW<* rYFREESTANDING AND MULTISPAN UNITS USE TABLE 5.4 . 5208 Tennyson Parkway /4 7 <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)3 r <br />Carl Putnam, P. E.c\¥ ' (Li,Parjsvu <br />FOR PAnO SLABS FOLLOW 1 -6 FROM ABOVE THEN 3441 Ivylink Place /1 ' ,t-•40'1'NSLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.5 Lynchburg, VA 24503 /3plf / 9,SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING cartputnamacomcast.ne <br />SLAB 9. FOLLOW 9-10 FROM ABOVE -.. /¢A*1-012· <br />SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES ®Lf-AFU7 \\ / plb-ral,®1 /1 <br />OCT 20 2D1183<2 <br />Page 23 of 60 L.// v 448-NAU-SB6Dires 9/30110 <br />G\NEER. <br />Ep. 1 1 0 <br />Cl. <br />0·16231 <br />NOV 5 201: <br />F NE <br />(1! Id) 19 <br />15'I N17, AG <br />15'J N17. AG <br />15'K N17. AG <br />10/ 201 <br />\J <br />\J