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SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS <br />Classic Extruded Fascia (Detail H)Alaskan Extruded Fasc a (Detail K)Double Steel Cloverleaf (Detail AA) <br />TABLE 6.6 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 (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER <br />(PSF)(FT)SLAB (FT)TYPE d 9 | 4 | .d.(FT)TYPE "d'*d | ).-d (FT)TYPE d ·d· ·6· <br />On) on) 1 (in) 1 (in) (In) (in) I On) (In) (In) en) (in) (In) <br />110 MPH EXPOSUR! C <br />10 3 2218"A 12'-9" C 26 26 26 28 11'-1· 8 25 25 25 27 11'4' 8 25 25 27 28 <br />LIVE 3.5 19'-5'A 17-1' C 27 27 27 28 10·-6- C 25 25 25 27 10-11"C 26 26 27 28 <br />LOAD 4 1 7-0'A 117 C 27 27 27 28 10-0- C 26 26 26 26 10-5- C 26 26 26 28 <br />ONLY 4.5 15'-1-A 11'-1 C 28 28 28 28 94-C 27 27 27 27 10'47 C 27 27 27 28 <br />5 137 A 10-9- C 29 29 29 29 8'-10- C 27 27 27 27 94 C 28 28 28 28 <br />5.5 12'-4-A 109 C 29 29 29 29 8-5" C 27 27 27 27 9-5- C 28 28 28 28 <br />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 <br />6.5 10'-5-A 9-10- 0 31 31 31 31 7%8" C 28 28 28 28 8-11· C 29 29 29 29 <br />7 9·-8-A 9-7- O 31 31 31 31 T.4" C 28 28 28 28 8-8- C 30 30 30 30 <br />7.5 9'-1"A 9-4" O 31 31 31 31 7-1" C 29 29 29 29 8'-5" 0 30 30 30 30 <br />8 8'-6"A 9-2- O 32 32 32 32 6'-10- C 29 29 29 29 87 0 31 31 31 31 <br />8.5 8'-0.A 94 D 32 32 32 32 67-C 29 29 29 29 r-11-0 31 31 31 31 <br />9 7-6"A 8'-10· D 33 33 33 33 6-5" C 29 29 29 29 T-9- D 31 31 31 31 <br />9.5 T-2 A 8'-8" D 33 33 33 33 6'-2" C 30 30 30 30 T-5-D 32 32 32 32 <br />10 6'-9"A 80-6- 0 34 34 34 34 64 C 30 30 30 30 7-4- D 32 32 32 32 <br />11 6'-2"A 87 0 34 34 34 34 5'-8- D 30 30 30 30 7-0- 0 32 32 32 32 <br />110 MPH EXPOSURI B 0,90 MPF EXPOSJRE C <br />20 3 11'-10-A 12'€ C 23 23 24 26 10'-17 8 22 22 23 25 11'.3-C 22 23 25 26 <br />LIVE 3.5 10'-2-All'-11"(24242425 10%4- (22222324 10'-9- (23232426 <br />LOAD 4 8'-11-A 11'-4-C 24 24 24 25 5-8-C 23 23 23 24 107 C 23 23 24 26 <br />ONLY 4.5 T-11-A 10'-11-C 25 25 25 25 9'-1 C 23 23 23 24 9-10 C 24 24 24 25 <br />5 7'-1-A 10-7- C 25 25 25 25 87 C 24 24 24 24 94" C 25 25 25 25 <br />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 <br />6 5'+11-A 9-11-0 27 27 27 27 1-9-C 25 25 25 25 8'-11'C 26 26 26 26 <br />6.5 5-5"A N· 0 27 27 27 27 7-5" C 25 25 25 25 87-9" C 26 26 26 26 <br />7 501 A 9-5- O 27 27 27 27 T-r C 25 25 25 25 8'4 0 27 27 27 27 <br />Classic Extruded Fascia (Detail H) <br />TABLE 6.6 Attached Freestanding or <br />Structure Multispan Units <br />GROUND TRIB POST POST MAX MAX POST LENGTH <br />SNOW WIDTH SPACING REOD POST MIN FOOTER E | 10· | 12 <br />LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER <br />(PSF)(FT)SLAB (FT)TYPE ·d·B | -d- -d <br />(in) (In) 1 {in) (in) <br />110 MPH EXPOSURE B or 90 MPH EXPCSURE C <br />30 3 9-6-A 12'-1- C 23 23 24 25 <br />3.5 8'-2"A 11'-6"C 23 23 24 25 <br />4 7-1 A 11'4 C 24 24 24 25 <br />4.5 6'-4"A 107 0 25 25 25 25 <br />5 5'-8-A 10'-2"C 25 25 25 25 <br />5.5 5'-2-A 9'-11- D 26 26 26 26 <br />6 49 A 9-7-D 26 26 26 26 <br />6.5 4'-4-A 9'-4-D 27 27 27 27 <br />7 4'-1-A 9'-1 D 27 27 27 27 <br />7.5 3'-9-A 8'-11" O 28 28 28 28 <br />8 3'-6-A 8'-9"0 28 28 28 28 <br />8.5 3'-4 A 8'-6-0 28 28 28 28 <br />110 MPH EXPOSURE C <br />30 3 9-6-A 11'-5 C 25 25 26 27 <br />3.5 8'-2 A 10'-10- C 26 26 26 27 <br />4 701"A 10'-4-C 26 26 26 27 <br />4.5 64"A 10-0-D 27 27 27 27 <br />5 5'-8-A 97 D 28 28 28 28 <br />5.5 5'-2-A 9'4 D 28 28 28 28 <br />6 4-9-A 9'-1" D 29 29 29 29 <br />6.5 4'-4"A 8'-le D 29 29 29 29 <br />7 4'-1"A 8'-r D 30 30 30 30 <br />OVER-TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN A <br />HANG PROJECTION OF SINGLE SPAN STUCTURi <br />FD 6·1 8 9' 19 11' 12 13· 14 <br />Alaskan Extruded Fa,cia (Detail K) <br />Attached Freestanding or <br />Structure Muttispan Units <br />MAX MAX POST LENGTH <br />POST MIN FOOTER 8' | 10' | 12 <br />SPACING POST SIZE CONSTRAINED FOOTEEF <br />(FT)TYPE d .d· 1 -dr -dr <br />M (In) 1 (in) 1 (In) <br />10'4' C 21 22 23 24 <br />9%11" C 22 22 23 24 <br />97 0 23 23 23 24 <br />8-8- C 23 23 23 24 <br />87 C 23 23 23 23 <br />T-9" C 24 24 24 24 <br />T-SP C 24 24 24 24 <br />T-1"C 24 24 24 24 <br />6'-9" C 25 25 25 25 <br />6·.6.C 25 25 25 25 <br />6'-3"C 25 25 25 25 <br />6'-1-C 25 25 25 25 <br />9'-10' C 24 24 25 26 <br />9'-0- C 24 24 24 26 <br />8'-5-C 25 25 25 26 <br />7+11" C 25 25 25 25 <br />1.5- C 25 25 25 25 <br />701-C 26 26 26 26 <br />6'-9" C 26 26 26 26 <br />6'-5"C 26 26 26 26 <br />6'-2"C 27 27 27 27 <br />1-TACHED STRUCTURES <br />ES (FT) <br />15 15 17 18' 19' 20· <br />Double Steel Cloverleaf (Detail AA) <br />Attached Freestanding or <br />Structure Multispan Units <br />MAA MAX POST LENGTH <br />POST MIN FOOTER 8' |10 | 12 <br />SPACING POST SIZE CONSTRAtNED FOOTER <br />(FT)TYPE -d'9 | .d' 9 <br />(In) On) I {in) (in) <br />10'-11" C 22 23 24 26 <br />10'4 C 23 23 24 26 <br />9'-11"C 23 23 24 25 <br />9'-6- C 24 24 24 25 <br />9·.2"C 24 24 24 25 <br />8-11" C 25 25 25 25 <br />8'-8-C 25 25 25 25 <br />8-5-D 26 26 26 26 <br />8-1 D 26 26 26 26 <br />1-10" D 26 26 26 26 <br />T-T D 27 27 27 27 <br />T-4-D 27 27 27 27 <br />10'-4" C 24 25 26 28 <br />9'-9"C 25 25 26 28 <br />94"C 26 26 26 27 <br />9'-0" C 26 26 26 27 <br />8'-8-C 27 27 27 27 <br />8'-5 0 27 27 27 27 <br />8'-1" D 28 28 28 28 <br />7-9" D 28 28 28 28 <br />7-5" D 29 29 29 29 <br />21' 27 /224* P91 <br />7.5 4 9-A 9-2" D 28 28 28 28 5-11- <br />8 4'-5-A 9-0- D 28 28 28 28 6-8 <br />8.5 4-7 A 8'-10- 0 29 29 29 29 5-5- <br />9 3'-11'A 8'-8- 0 29 29 29 29 6-3- <br />9.5 3-9-A 8'-6- D 29 29 29 29 5-7 <br />110 MPH EXPOSURE C <br />20 3 11·-10"A 11'-11- C 25 25 26 28 10·-4- <br />LIVE 3.5 10'-2 A 11'-4 C 26 26 26 27 9-8- <br />LOAD 4 8'-11-A 10-10- C 27 27 27 27 9-0- <br />ONLY 4.5 7-11-A 1045- C 27 27 27 27 8-5- <br />5 7-1-A 10'-0-0 28 28 28 28 8·-0- <br />5.5 6'-5 A 9-9- D 29 29 29 29 T-T <br />6 5'-11-A 9-5- D 29 29 29 29 7-7 <br />6.5 5-5 A 9-2- D 30 30 30 30 5-11 <br />7 5'-1"A %-P D 30 30 30 30 5-r <br />7.5 4.9 A 8'-9" D 31 31 31 31 6'-4 <br />8 4'-5-A 8'7 D 31 31 31 31 6'-2 <br />8.5 4'-2-A 8·-5" D 32 32 32 32 5'-11- <br />9 3·-11 A 87 D 32 32 32 32 5-9" <br />9.5 3-7 A 84- O 32 32 32 32 9-7- <br />10 3'-6"A T-10- 0 33 33 33 33 5-5* <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 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 6.6 <br />ICC ESR 1398 (2009 IBC) 10/11/2011 <br />C 25 25 25 25 8-3- 0 27 27 27 27 0 3' 3.5' 4'4.5'5 5.5 6 6.5 T 7.5'8.5 9 9.5' 10' 10.5 11'/4' 0' A ' .,rvv*\ <br />C 26 26 26 26 84· 0 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 19 10.5 1 111: 1%( d Qdgh _3* 0-0 26 26 26 26 7-9- 0 27 27 27 27 7 Wa nia Wa Na wa 6.5 7 7.5 E 8.5'9 9.9 19 10.5 11' <br />C 26 26 26 26 T-6-' O 28 28 28 28 3 Na Wa Wa rda nia nia nia nla nia nia 9.5 10' 10.5' 11 11.5' 12 12.5 1 1 y 4-fr \ <br />C 26 26 26 26 7%4* O 28 28 28 28 4· n/8 40 Wa Wa Wa Wa Wa rda ria Wa Wa Wa Wa Wa Wa 12.5 13' Ah \Ek€ subilbtl 1 - <br />C 24 24 25 27 10-9· C 24 25 27 28 TABLE 6.3 Post Requirements TABLE 6.4 Post Requirements for <br />C 25 25 25 26 19-3· C 25 25 26 28 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures <br />C 25 25 25 26 9-7 C 26 26 26 28 Post Description Max POST DETAIL Post Description Maximum I Max POST ( / 637'*k:EYE,.,,7C 26 26 26 26 1-5- C 27 27 27 27 Hgt Code Fooung Height Code DetaINf'\42LCALFC 26 26 26 26 5-1" C 27 27 27 27 Twin 0.062 *1.5 *1.5 Scroll 9' A AC 0.041"xh3- Steel Clover d= 20" 9'B Nll,AH <br />C 26 26 26 26 59- C 28 28 28 28 0.042'x398* Aluminum Post 11'B 1430 0.041"x3=*3= Steel Clover d= 21" 8'B Nll,AH <br />C 27 27 27 27 8'€ 0 28 28 28 28 0.024»Post with Sideplates 12'B N16. BK 3/16"x3"x3- Steel Square d= 28"12'C N17, AG <br />C 27 27 27 27 87 0 29 29 29 29 Clover 0.030"x3"xy Alum 11'B Nll,AH 3/16"x3"x3" Steel Square d= 28" 8'D N17, AG ,4=SE=b. <br />C 27 27 27 27 7-11- D 29 29 29 29 Clover 0.040"x3"xy Alum 12'B Nll,AH 1/4-x3"x3" Steel Square d= 28" 12' D N17, AG .*'-'ANFUr·J*&,t.+0/ <br />C 28 28 28 28 7%8- D 29 29 29 29 Colonial 0.062" Extruded 12' C AE 3/16"x4"x4" Steel Square d. 28" 12' C:; 30#<MC 28 28 28 28 7'-5- D 30 30 30 30 0.041"x3*3* Steel Clover 12'D Nll,AH 1/2"x4-,4- Steel Square d= 37"12' <br />0 28 28 28 28 7-2- D 30 30 30 30 0.041"xyx3" Steel Clover 8' E Ni 1, AH 1/2-x4"x4" Steel Square d= 31" 15' D N17, AW .f-7O 28 28 28 28 T-0- D 30 30 30 30 3/16"x3"x3" Steel Square 15' H N17, AG <br />0 29 29 29 29 6·-10· 0 31 31 31 31 1/4""<3"*3" Steel Square <br />0 29 29 29 29 6%8" 0 31 31 31 31 3/16"x4"x4" Steel Square i <br />1/2"x4"x4" Steel Square E <br />8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN <br />TABLE 6.6 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products /484# 1%17*,·4 1 bFREESTANDING 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 75024 / / 1 -R \f» vlo'32 E <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 1 4 NoyoN 1*KY- 4,4 ' <br />SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM Lynchburg, VA 24503 \ \1 /Ilb"0 / r 91) <br />SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING carlputnam@comcast.nel { \ -X X / <br />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 />OCT 20 26 11,43<A Aed-Ud) NOV 5 2012 <br />Page 35 of 60 hires 9/301'lv <br />15'1 N17, AG <br />15'J N17, AG <br />15'K N17,AG pl 1 0 <br />C1 <br />. 16231 <br />F NEUJ <br />n <br />A