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LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAE <br />0.042-x?*8' Box Beam (Detail 11)Double n.042-xyx8- (Detail L 12) <br />TABLE 2.1 An,4.1 8ingl. Freestanding Cr Alached SIngl• Freestandlng or <br />Spin SInd,re Multispan Units Span Strudur• 1,Mispan Units <br />GROLND TRIB MAX POST . MAX MAX POST LENGrH MAX UAX POST LENGTH <br />SNOW v,loTH POST REeD POST MIN FOOTER E | 10 | 12 POST MIN FOOTER 80 | 10' | 12 <br />LOAD (FTI SPACING FOR SPACNG POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTER <br />(PSF)ON SLAB SLAB (FT)TYPE ·r ·<r ·r -cr (FT)TYPE -d·.d' 1 -4- | kr <br />(Fn Vol (In) 1 (In)(6) lim 1 1,4 (,1> <br />90 MPH EXPOSURE B <br />10 3 22·-8-A 13·-5- A la 23 26 20 29·10· A 21 25 27 28 <br />LIVEE 3.5 19.-5-A 17-4-Ala 23 24 25 19=3- A 21 25 26 28 <br />4 17·-0-A 11'-4• A 18 22 24 25 18'-0- 8 22 25 26 27 <br />4.S 15·-1-A 10-7- A 19 22 23 25 10·-11- 8 22 24 26 27 <br />6 13.-7-A 9%11 A 19 72 23 24 1(7-0- 8 22 24 25 27 <br />66 124 4 9/A 19 21 23 24 15-2" 8 23 24 25 26 <br />0 114-A 8·-9- A 19 21 22 24 14·«0 23 23 26 20 <br />8.S 10·-5- A 8'-4- A 20 21 22 24 13'-1/ 0 23 23 25 26 <br />7 9-8 A 70-11- A 20 21 22 23 13'-3' C 23 23 24 26 <br />7.5 901'A r.7- A 20 20 22 23 12·-T C 24 14 24 26 <br />8 8'-6 A 713· A 20 20 22 23 12·-3- C 24 14 24 25 <br />8.6 8# A 6'.1,- A 20 20 12 23 1140- C 24 24 74 25 <br />9 7·-6- A 648-A 20 20 21 23 11·-5' C 24 24 24 25 <br />0.5 7-2 A e·.6- A 20 20 71 22 11'-1 0 24 24 24 25 <br />to 6-9-A 602· A 20 20 21 22 10-90 C 25 25 25 25 <br />11 6-7 A 5-9- A 21 21 21 22 14-1- C 25 25 25 25 <br />12 54 A 64·A 21 21 22 23 9-7- C 25 25 25 25 <br />13 5-2-A 54- A 21 21 22 23 7-1- C 25 25 25 25 <br />90 MPH EXPOSURE C <br />10 3 224 A 134·A 20 25 27 28 NY-4- A 23 28 29 31 <br />LIVE 3.5 19+-5-A 17-4-A 20 25 20 28 15-7 A 23 27 29 30 <br />4 17·-0.A 11'-4- A 21 24 20 27 17·-0- 8 24 27 28 30 <br />4.S 15/-A 10-7- A 21 24 25 27 15* 8 24 26 28 29 <br />5 13·-7-A 9 ·.11 A 21 24 25 26 15-6- 0 25 20 23 29 <br />5.5 124-A 9-4- A 22 23 25 23 14·-9· 8 25 20 27 29 <br />8 11-4.A Er-9- A 22 23 25 26 14·-0" 8 25 25 27 28 <br />e.; 10·45·A 5-4- A 22 23 24 26 13·-6- 8 20 26 27 .0 <br />7 9·4·A 7.11- A 22 23 24 25 12·-10- 8 20 26 26 28 <br />75 9·-1- A 7-7-A 22 22 24 25 17-4- C 26 26 26 28 <br />8 8'-6-AT-3- A 23 23 24 26 11'-1 r C 27 27 27 27 <br />8.5 8'-0- A 6.-11.A 23 23 23 25 11'4· C 27 27 27 27 <br />9 7.-6-A 6'.8-A 23 23 23 25 11·-1· C 27 27 27 27 <br />9.5 T.7 A 6-5 A 23 23 23 24 10·-9·C 27 27 27 27 <br />10 6·.9*A 6·-2 A 23 23 23 24 104· C 27 27 27 27 <br />11 6.2-A 509- A 23 23 23 24 9-10· C 28 28 28 28 <br />12 5-8-A 515· A 23 23 23 25 9'-7 C 28 26 28 26 <br />13 5-2.A 5-1 A 24 24 24 25 £40· C 28 28 28 28 <br />92 MPH EXPOSURE O <br />20 3 11'-10•A 7- 1' A 18 21 23 24 14·-10· 8 18 24 25 28 <br />LIVE 3.5 10--r A 8'-7 A 10 21 22 23 13·7 8 19 23 25 28 <br />Stlt-A 7-6- A 16 20 22 23 17-7- C 19 23 24 25 <br />4.5 7'-11"A 5%11- A 16 20 21 23 11·-5-C 19 22 24 25 <br />5 7·.1-A 5-5- A to 20 21 22 11'-13· C 70 22 24 25 <br />S.S 6·-5 -A 5·-11·A 17 20 21 22 10.-6. c 20 22 23 25 <br />8 44-A 447 A 17 19 20 21 8·-2· C 21 21 22 23 <br />8.5 4·-2·A /-2· A 17 19 20 21 7.ic' C 21 21 22 23 <br />Double C.040-x2-x6.6;5" (Detail L_12 <br />Attached Freestanding or <br />Structure trk,111!span Units <br />MAX MAJ< POST LENGTH GROUND <br />POST MIN FOOTER e | 10 | 12'SNOW <br />SPACING POST StzE CONSTRAINED FOOTER LOAD <br />(FT)TYPE -d-.4. 1 -d· | ·d-(ps#) <br />1.1 114 (In) .1 <br />1 84' A 20 24 25 27 30 <br />UU. A 20 23 25 28 <br />16'-1- A 21 23 24 26 <br />157 9 21 23 24 25 <br />14 -4•8 21 22 24 25 <br />13·-8- B 22 22 24 25 <br />17-0- B 22 22 23 26 <br />12-5- 8 22 22 23 24 <br />11'-11-8 23 23 23 24 <br />11'-6- 0 23 23 23 24 <br />11'-1- 0 23 23 23 24 <br />10'-9 8 23 23 23 24 <br />10·-5· C 21 23 23 24 <br />10'-1- C 24 24 24 24 <br />9·-9- C 24 24 24 24 <br />9'-3·C 24 24 24 24 30 <br />8'·9- C 24 24 24 24 <br />8·-4-C 25 25 26 25 <br />18'-2- A 22 26 27 29 <br />16·400 A 23 75 27 28 <br />15'-8- A 23 25 27 28 <br />14·4- A 24 25 26 28 <br />13'-11-B 24 24 76 27 <br />17.3- B 24 24 26 27 <br />12-8- 0 25 25 25 27 <br />12.1-8 2 26 25 27 <br />11'-7- B 25 25 25 16 <br />11·-2- 8 25 25 25 26 <br />10'-0- R 26 26 26 26 <br />104- B 26 20 26 26 40 <br />10'-1- 8 25 26 26 26 <br />9-* C 20 26 26 26 <br />9%6- C 27 27 27 27 <br />9-0- 0 27 27 27 27 <br />84- C 27 27 27 27 <br />8 -1.C 27 27 27 27 <br />13·-4· 8 18 22 24 25 <br />12·.3-9 18 22 23 74 <br />110-5 8 18 21 73 24 <br />17-8' 0 19 21 23 24 <br />1040- C 19 21 22 23 <br />9-8- C 19 21 22 23 <br />7'-r C 20 20 21 22 <br />7·4·C 20 20 21 22 <br />0.0422' *8' Box Bee n (Detail Ll} <br />TABLE 2.1 An.ched GIngU Frecstanding of <br />soan Structure Muttbpan Units <br />TRIB MAX POST MAX MAX POST LENGTH <br />WIDTH POST REO·C PogT MN FOOTER 8' | t 17 <br />(FT)SPACING FOR SPACINCIOST SIZE CONSTRAINED FOOIER <br />ON SLAB SLAB (FT>TYPE -d·-r | ocr | ·r <br />(FT)R {h) 1 (Inl I fin <br />00 UPH EXPOSURE B <br />3 6·-0- <br />3.5 6'·10· <br />4 FO' <br />4.5 S'-4- <br />6 4'-10- <br />5.5 4'-4- <br />6 4'-0- <br />6.5 3'-8/ <br />7 34· <br />7.5 3'-r <br />8 3·.0- <br />&5 2'·10- <br />9 2'4 <br />(15 2·.0- <br />80 MPH EXPOSURE C <br />3 843- <br />3.6 g-10· <br />4 6/0- <br />4.5 S·-4- <br />5 440- <br />5.5 4'-4- <br />6 4'-0- <br />6.S 3-2- <br />7 3-9 <br />7.5 30 <br />8 7-0» <br />8.5 2'-10. <br />9 2'-8 <br />9.6 2·-8. <br />SOMPH EXPOSUREC <br />3 6'-1- <br />15 5·-2- <br />4 44- <br />4.6 4'.0- <br />5 3·.7- <br />5.6 3·.3- <br />6 3.-0- <br />0.5 2·-9- <br />7 7.1- <br />7.5 7-5- <br />8 7-3- <br />8.5 7-1- <br />9 9-7 <br />90 MPH EXPOSURE B <br />5 3'-7- A 4'-3- 0 14 18 20 21 <br />5.5 3·-3-A 3'-11- 8 14 18 19 21 <br />0 5'-11-A S-T A 17 19 21 22 C 20 22 23 24 9'-0 C 20 20 22 23 40 5-1' <br />6.5 5'.5-A 5-T A 17 19 20 22 C 20 2/23 24 C 20 20 22 23 3.5 <br />7 S.1•A 9-0.A 19 20 22 8-11-C 21 21 23 24 B'-3-C 20 20 21 23 4 <br />7.5 4·-9 A 4'-8-A 17 19 20 21 C 21 21 22 24 7-10 C 20 20 21 23 4.5 4.0 <br />Double,i.042-*398' (Detail 112)Double C.040'xrx6.615- (Detag L.12) <br />Attleb.@ Sk,g!. FreestandIng or Aniched Single Freeslanding or <br />span stnicwl. Mulspan Units Spmstfuctule Mulespan Units <br />UAX POST LENGTH MAX MU POST LENGTH <br />POST MN FOOTER S W 12 POST un FoOTER 8' 19 17 <br />SPACING POST . 612 CONSTRAINED FOOTER SPACING POST SIZE CONSTRNNED FOOTER <br />IFT>TYPE •f·7 (PTI APE -, 7 | 7 .e <br />1.) (11,1 (in,(int (Int 1 -fin> <br />24 <br />Z4 <br />23 <br />23 <br />23 <br />23 <br />22 <br />22 <br />22 <br />22 <br />22 <br />2Z <br />22 <br />26 <br />28 <br />26 <br />25 <br />25 <br />26 <br />2S <br />24 <br />24 <br />24 <br />2• <br />24 <br />24 <br />24 <br />26 <br />25 <br />25 <br />25 <br />Z4 <br />24 <br />24 <br />24 <br />23 <br />23 <br />23 <br />23 <br />24 <br />8/0.C 18 21 22 <br />7·44 0 18 20 <br />2 8/30/'201 <br />7-10 A 16 21 22 23 17.1-C 23 24 26 11'·10-C 17 22 <br />A 15 20 22 23 17-0.C 22 24 25 10·-10.C 17 21 <br />A B 15 20 22 11'.1-C 18 22 2•25 10'.1-C 18 21 <br />A 50-10· B 15 f9 21 22 10·-3.C 19 22 23 2•C la <br />A 1G 19 21 22 C 19 21 23 24 8'-10-C ta 20 <br />A 18 I9 20 22 C 19 21 23 24 C 19 20 <br />A 16 19 20 21 8'-7·C 19 21 22 24 r.1 1-C 19 20 <br />A 4·-4-B 16 18 20 21 8'-1-C 19 21 22 21 C 19 20 <br />A 16 18 20 21 C 20 21 22 23 C 19 20 <br />A 8 18 18 20 21 C 20 20 22 23 6% 10"C le 19 <br />A 18 19 20 21 TA-C 20 20 22 23 C 19 19 <br />A B 16 1D 20 2,s-v D 20 20 21 23 6'-4-C 20 20 20 <br />A B 16 19 20 22 D 20 20 21 22 C 20 20 20 <br />A 16 19 21 n 8-y D 20 20 21 22 9-10'C 2O 20 2I <br />A P-to*A 17 22 24 25 17.1-C 20 25 27 25 11'-10 C 19 23 25 <br />A e 17 22 23 25 C 20 25 20 27 10·-10" C 20 2J 2S <br />64·•e 17 22 23 24 11'-1 C 2t 24 26 27 to-1-C 20 23 24 <br />A 9·10*17 21 23 24 10·-3-C 2l 24 25 27 C 20 22 24 <br />A 17 21 22 24 C 21 23 25 26 8-10 C 21 22 24 <br />A 18 21 22 23 C 21 23 2S 28 C 21 2Z 23 <br />A 409.U 18 20 23 C 22 23 24 20 7'-11-C 21 2Z <br />A 4'-4•B 18 20 22 23 8'-1'C 22 23 24 28 C 21 21 <br />A a 18 20 23 7'-0·C 22 24 1·k C 21 21 <br />A B la 20 22 23 7·4•C 22 22 24 2S 6'-lor C 22 22 <br />A 18 20 22 23 Te C 22 22 23 25 C 22 22 <br />A 16 21 22 0 22 23 25 C 22 <br />A 7-T B 18 21 22 24 0 23 23 23 24 C 22 22 <br />22 <br />A 18 21 24 23 23 23 24 C 22 22 <br />A 16 72 23 24 C 19 24 26 27 10·.1-C 10 23 24 <br />A 16 21 23 2I to'-1.C 19 24 25 27 9'-3-C 18 22 <br />A 16 21 22 24 C 19 23 25 26 C 19 22 <br />A t6 20 22 23 E-r C 20 23 24 26 7-11·'C 19 22 <br />A B 16 20 22 23 C 20 23 24 25 r-5-C 19 2; <br />A 3·.,r 10 20 21 23 Tlt C 20 22 24 25 T.W C 20 21 <br />A 3'·7.1G 19 21 n C 20 22 24 25 C 20 21 <br />B 16 20 21 22 w-r D 72 73 25 C 20 21 <br />A 3'-1-B 18 20 21 23 D 21 22 23 24 5-1 r C 20 21 <br />7-10 0 18 20 22 23 5-0/D 2!21 23 24 5·-8•C 20 20 <br />B 16 20 n 23 21 21 23 24 9-6-0 20 20 <br />B I6 21 22 23 D 21 21 22 24 6·.2·0 21 21 <br />2'-4·16 21 22 Z4 D 21 21 22 24 9-0·D 21 21 <br />6'.S-14 20 21 22 11'-1-C 17 22 24 25 <br />5·-9-B 14 19 21 22 10'-1-C 17 n Q3 24 <br />5.2 B 19 20 22 C 17 21 23 24 <br />B 14 19 20 21 8·-7·C 1B 21 22 24 <br />63 22:my' RE: <br />:525 2:12: R KNARK <br />9 3'-11 A 3·-11-A l7 19 20 22 7.1-C 21 21 22 23 7·-0-C 21 2t 21 n 0 A 3.T•B 14 18 19 20 7·.1·C 18 20 22 <br />9.5 3·.9.A A 17 2,22 Ta-C 21 21 22 23 C 21 21 21 22 0.5 7-9-A 14 18 19 21 0 to 20 21 <br />10 A A 17 19 2I 22 C 2:21 22 23 8·-r C 21 21 21 22 A 3.1-8 14 18 20 21 0 18 20 21 <br />11 A A 20 2t 22 6'-7 C 22 22 72 23 C 21 21 21 22 7.5 24-A 8 14 10 20 21 D 18 20 21 <br />12 2·-11-A Far A t 7 20 22 23 6'-2.C 22 22 22 23 5·.to·C 21 21 22 23 8 A 14 10 20 2I 0 19 10 21 <br />13 A 7-0.A 17 20 22 23 5·-10·C 22 22 22 23 C 21 21 22 23 8.5 2-1-A B t4 19 20 21 0 19 19 21 <br />2·-0.A B 14 19 20 22 5·-3.0 19 19 20 22 OFCAL <br />>S"less/€ <br />ES <br />OCT 20 2 1 4(3on <br />ICC ESR 1398 (2009 IBC) 10/11/2011 Page 7 of 60 JUN 04 2013 <br />20/ <br />80FCALA