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LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAE <br />0.042"xi·"x8" Box Beam (Detail Ll)Double 0.042"x3"x8" (Detail L-12) <br />TABLE 3.1 Attached Single Freestanding or Attached Single Freestanding or <br />Span Structure Multispan Units Span Structure Multispan Units <br />GROUND TRIB MAX POST MAX MAX POST LENGTH MAX MAX POST LENGTH <br />Double C.040"*2"x6.625" (Detail Ll 2) <br />Attached Single Freestanding or <br />Span Soucture Multispan Units <br />MAX MAX POST LENGTH GROUND <br />0.042"x:"xr Box Bean (Detail 11) <br />TABLE 3.1 Attached Single Freestanding or <br />Span Structure Multispan Units <br />TRIB MAX POST MAO<MAX POST LENGTH <br />Double 0.042"x3"x8" (Detail L12) <br />Attached Single Freestanding or <br />Span Structure Multispan Units <br />MAX MAX POST LENGTH <br />Double ).040*x2'x6.625" (Detail L12) <br />Attached Single Freestanding or <br />Span Structure Multispan Units <br />MAX MAX POST LENGTH <br />SNOW WIDTH POST REQ·D POST MIN FOOTER 8' |10 | 12'POST MIN FOOTER 8' |10 | 12 POST MIN FOOTER 8'1 W 1 17 SNOW WIDTH POST REQ'D POST MIN FOOTER 8'I 19 1 17 POST MIN FOOTER 8' | 10 | 12 POST MIN FOOTER 8' |W | 12 <br />LOAD (FD SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER LOAD (FT) SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTEF SPACING POST SIZE CONSTRAINED FOOTER <br />(PSF)ON SLAB SIAB (FT)TYPE ·<r (FT)TYPE ··d· | V | d (FT)TYPE d' ·dr 4 | cr (PSF)ON SLAB SLAB (FD TYPE Y Cfr)TYPE -d (FT)-TYPE ·d· ·d .{f .6 <br />(FT)(In) (in)(In) I On)On) (in) I (In) I On) (In) On) On) I (in)(FT) (In) (In) 1 (In) 1 On) (In) (In) 1 (In) (In) (In) (in) (In) 1 (in) <br />110 MPH EXPOSURE C 110 MPHEXPOSUREC <br />10 3 22'-8 A 11'-4- A 22 27 28 30 16'-9 <br />LIVE 3.5 19.5-A 19-4- A 22 26 28 29 15'-5 <br />4 1 7-0-A 9%6" A 22 26 27 29 14'-4- <br />4.5 15'-1-A 8-9" A 23 25 27 29 13'-5- <br />5 13'-7.A 87 A 23 25 27 28 12 7- <br />5.5 12'-4-A 7-8- A 23 25 26 28 11'-11- <br />6 11'-4.A 7-3" A 23 24 26 28 11'4 <br />6.5 10-5"A 6-10- A 24 24 26 27 10 9- <br />7 9%A 6-6" A 24 24 26 27 104 <br />7.5 9-1.A 6-2- A 24 24 25 27 9-10 <br />8 8'4 A 5910' A 24 24 25 27 9-6- <br />8.5 8.-C'A 5·7 A 24 24 25 26 9'-1- <br />9 T€A 5-4- A 24 24 25 26 8·-9" <br />9.5 T-T A 5·-2- A 24 24 25 26 8·-6- <br />10 6-9- A 4'-11' A 25 25 25 27 87 <br />11 6·-2-A 47 A 25 25 26 27 7·-8- <br />110 MPH EXPOSURE B <br />20 3 11'-le A 9-1- A 18 23 25 26 14'-10" <br />LIVE 3.5 10'-2 A 8-2- A 18 23 24 26 13'-7- <br />4 8'-11"A 7-6- A 18 23 24 25 12'-7- <br />4.5 T.11 A E-11' A 19 22 24 25 11'-9 <br />5 7-1"A 6'-5- A 19 22 23 25 11'-0- <br />5.5 6-5- A 5-11" A 19 22 23 24 10-5- <br />6 5'-11-A 5'+T· A 19 21 23 24 9.10* <br />6.5 5'-5'A 5'-3- A 19 21 23 24 9-5- <br />7 5'-1"A 5%0" A 19 21 22 24 80110 <br />7.5 4-7 A 4'-8- A 20 21 22 24 87 <br />8 4'-5"A 4'-5"A 20 21 22 24 8'-2" <br />8.5 4'-2-A 47 A 20 21 22 24 T-10 <br />9 3'-11-A 3'-11- A 20 21 23 24 7-7- <br />9.5 3-9-A 3'-9- A 20 21 23 24 T-y <br />110 MPH EXPOSURI C <br />20 3 11·-10-A 9'-1- A 20 25 27 29 14%10- <br />LIVE 3.5 10'-2 A 8'-2 A 20 25 27 28 13'-7- <br />4 8'-11-A r€ A 21 25 26 28 12'-7- <br />4.5 T-11"A 6'-11- A 21 24 26 27 11·.9" <br />5 7'-1 A 6-5- A 21 24 25 27 11'-O- <br />5.5 6'-5"A 5'.11- A 21 23 25 27 10'-5- <br />6 5·-11'A 5'7 A 22 23 25 26 9-10" <br />6.5 9-5"A 5-3 A 22 23 25 26 9-5- <br />7 5-1" A 5%0" A 22 23 24 26 8-11- <br />7.5 4'-9-A 4'-8- A 22 23 24 26 8'-7- <br />8 4'-5-A 4'-5"A 22 23 24 26 8-2 <br />8.5 4.-T A 4'-2" A 22 23 24 26 7-10- <br />9 3%11' A 3'-11 A 22 23 25 26 T-r <br />9.5 3.-9-A 3'-9" A 22 23 25 26 T-3" <br />10 3'-6-A 3'4" A 22 23 25 27 7-0" <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 RAFTER FROM SECTION 1.0 THAT HAS <br />ADEQUATE CLEARSPAN FOR YOUR NEEDS. <br />5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR <br />CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 <br />6. CHOOSE A HEADER FROM TABLE 3.1 THAT HAS ADEQUATE <br />POST SPACING. <br />7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.1 <br />ICC ESR 1398 (2009 IBC) 10/11/2011 <br />4 11 7 <br />21 25 27 28 <br />21 25 26 28 <br />22 24 26 27 <br />22 24 26 27 <br />22 24 25 27 <br />23 23 25 27 <br />23 23 25 26 <br />23 23 25 26 <br />23 23 24 26 <br />23 23 24 26 <br />23 23 24 26 <br />24 24 24 26 <br />19 24 26 <br />20 24 25 <br />20 23 25 <br />20 23 <br />20 23 <br />21 22 <br />21 22 <br />21 22 <br />21 22 <br />0OFESS/044Cpcft PU <br />E P. 6 <br />4# 8 >hAl <br />1 426 OF CAL\d&, <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />N N N 01 N N N I N <br />A 25 29 31 32 194 A 24 27 29 31 40 3 6'-1"A 6'-5" 8 18 24 25 27 11'-1 C 21 27 28 30 10'-1 C <br />A 25 29 30 32 13'-10" A 24 27 29 30 3.5 5'-2" A 5-9- 8 18 23 25 26 10-1- C 22 26 28 29 9-3- C <br />A 26 28 30 31 12'-11"A 25 26 28 30 4 4'-6" A 57 8 18 23 25 26 9'4 C 22 26 27 29 84" C <br />A 26 28 29 31 12'-1- A 25 26 28 29 4.5 4'-O- A 47 8 19 23 24 26 8·7 C 23 25 27 28 7-11· C <br />A 27 27 29 31 11'-5" A 26 26 27 29 5 3-7- A 4%3" B 19 22 24 25 8'4 C 23 25 27 28 7-5" C <br />A 27 27 29 30 10'-10- A 26 26 27 29 5.5 37 A 3-11-8 19 22 23 25 T€ C 23 25 26 28 7'-0- C <br />A 27 27 28 30 10-3- A 26 26 27 28 6 3-0" A 37 8 19 21 23 25 7'-1"C 23 24 26 27 67 C <br />8 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" 0 23 24 26 27 6-3 C <br />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" 0 24 24 25 27 5-11- C <br />B 28 28 28 29 9-0- A 27 27 27 28 7.5 2'-5"A 2010» B 19 22 24 25 6-0- 0 24 24 25 27 5'-8- C <br />B 28 28 28 29 87 8 27 27 27 28 8 2-3- A 2'-8.8 19 23 24 26 5'-9- 0 24 24 25 26 5-5" 0 <br />B 28 28 28 29 8'-4- B 28 28 28 28 8.5 241·A 2'-6-8 19 23 24 26 5'-6 0 24 24 25 26 5-2 0 <br />B 29 29 29 29 8'-1 -B 28 28 28 28 110 MPH EXPOSU E C <br />B 29 29 29 29 1-10- B 28 28 28 28 60 3 4'-1"A 419" B 16 23 24 26 8%8" C 20 25 27 28 8'-7 C <br />B 29 29 29 29 T--r B 28 28 28 28 3.5 3'-6- A 4'-1- B 16 22 24 25 7'-10- C 20 25 26 28 7-3- C <br />B 29 29 29 29 7-1- B 29 29 29 29 4 3'-0" A 37 8 16 22 23 25 T-2-C 20 24 26 27 67 C <br />4.5 21 A 37 8 16 21 23 24 6-7-0 21 24 26 27 67 C <br />B 21 26 28 29 13'4- B 20 24 26 27 5 2-5 A 2'-11"8 16 21 22 24 6-1 0 21 24 25 27 5-9- C <br />B 22 26 27 29 12-3- 8 21 24 26 27 5.5 2-TA 27 8 16 21 23 24 5-8-O 21 23 25 26 54" 0 <br />C 22 25 27 28 11'-5-8 21 24 25 27 6 2·4 A 2'-5" B 16 21 23 25 57 0 21 23 25 26 5-0- D <br />C 22 25 26 28 10-8- B 22 23 25 26 6.5 1-11 A 2-2- B 16 22 23 25 4-11- 0 21 23 24 26 4-9- D <br />C 23 24 26 27 10'-0- C 22 23 25 26 7 1-9 A 201" 8 16 22 24 25 4'-8- 0 21 22 24 26 4'-6- D <br />C 23 24 26 27 9-6- C 22 23 24 26 <br />C 23 24 25 27 9-0- C 23 23 24 25 OVER-TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES <br />C 23 24 25 27 87 C 23 23 24 25 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT) <br />C 24 24 25 26 E-3" C 23 23 24 25 (FT) 8 9 10 11' 12' 13'14' 15 16' 9 18' 19' 20 21'22 .. <br />C 24 24 25 26 1-10- C 23 23 23 25 0 4' 4.5 5 5.5'6 6.9 T 7.5' 8'8.5'9.5 10 10.5 11' <br />C 24 24 25 26 7-r C 23 23 23 25 1 4.5 5 5.5 6'6.ST 7.9 5 8.5'99.5 10'10.5'11'11.5' <br />C 24 24 24 26 7-3 C 24 24 24 25 2 5' 5.5 6 6.5 T 7.5 8 8.9 9 9.5' 10' 10.5 11'11.5'12'i <br />C 24 24 24 26 7-0" C 24 24 24 24 y 5.5 6 6.5' T 7.5' 8'8.5 9 9.9 10 10.5 11'11.5' 12' 12.5 &C 24 24 24 25 6'-9 C 24 24 24 24 4'6 6.5 T 7.5 8' 8.5 9 9.5 10· 10.5'11'11.5' 12' 12.5'13' <br />5' 6.5'T 7.9 8 8.5' 9'9.9 19 105 11' 11.5 17 12.5' 13 13.5 <br />B 24 28 30 32 13'4 8 23 27 28 30 <br />B 24 28 30 31 12'-3- B 23 26 28 29 TABLE 3.3 Post Requirements TABLE 3.4 Post Requirements for <br />C 25 27 29 31 11'-5- B 24 26 27 29 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures <br />C 25 27 29 30 10-8· B 24 25 27 29 Post Description Max POST Detail Post Description Maximum Max POST <br />C 25 27 28 30 10'-0- C 25 25 27 28 Hut Code Footing Heigh Code Deta <br />C 26 26 28 29 9-6- C 25 25 26 28 0.0423"*8'Aluminum Post 11' B Ll 0.041"x3*x3" Steel Clover d= 20" 9'B Ll <br />C 26 26 28 29 94· C 25 25 26 28 0.024'Post with Sideplates 12'B L24 0.041"x3"x)" Steel Clover d= 21" 8'B Ll <br />C 26 26 27 29 8-7- C 26 26 26 27 Clover 0.030"xyxy Alum 11'B L11 3/16"x323" Steel Square d= 28"12' C L2 <br />C 27 27 27 29 8'-r C 26 26 26 27 Clover 0.040"x3"x3" Alum 12'B L11 3/16"x3-x3" Steel Square d= 28" 8' D L.2 <br />C 27 27 27 28 T-10- C 26 26 26 27 Colonial 0.062" Extruded 12'C AE 1/4-x3"x3" Steel Square d= 28"12' D 12 <br />C 27 27 27 28 7-7 C 26 26 26 27 0.041"x3"xy Steel CIOver 12'D L11 3/16"x4"x4" Steel Square d= 28"12' E U <br />C 27 27 27 28 7'-3- C 26 26 26 27 0.041%<3"d Steel Clover 8'E L11 1/2"x4"x4" Steel Square d= 37"12' D l.2 <br />C 27 27 27 28 7·« C 27 27 27 27 3/16"x3"x3" Steel Square 15'H L21 1/2"x4"x4" Steel Square d= 31"15' D U <br />C 27 27 27 28 6'-9" C 27 27 27 27 1/4-x3"x3" Steel Square 15'I L21 <br />C 28 28 28 28 6'-r C 27 27 27 27 3/16"x4"(4" Steel Square 15'J L21 <br />1/2"x4"x4" Steel Square 15'K L21 <br />8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN <br />TABLE 3.1 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Produc <br />FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4 5208 Tennyson Parkway <br />9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6 Plano, Texas 75024 <br />10. USE THE APPROPRIATE DETAILS (Ll-L29). DETAILS MAY REQUIRE POST TO UPGRADED. <br />11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES Ll AND I-2 ON SHEET M5 Carl Putnam, P. E. 1 1 \\-T' <br />FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN 3441 Ivylink Place <br />SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.1 Lynchburg, VA 24502 <br />SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcasl <br />SLAB 9. FOLLOW 9-11 FROM ABOVE <br />SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES <br />OCT 20 201 <br />Page 12 of 60 - €2%6%21:23-Dires 9/301'lu <br />S A <br />OFESS/ON <br />PC 616 ol <br />9 U FAn 12/ 11 <br />i Ekk. 6/to, <br />t.nel <br />Mi <br />€OFCAI <br />I 16/A A /2-wel'%2(. 16251 <br />/92 /3,9 i .99LZSESSE- <br />A <br />PT <br />7 <br />0 Z <br />m <br />5 2012