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LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAS <br />0.042-xe -*8· Box Beam (Detail t.1 )Double 0.04223'*8-(letall L12) <br />TABLE 2.1 Anached Sing!, Freest,tang Or Alachid SIngle Freestan{ing Or <br />span structur, Multispan Units 50- Structue MultiSpan Units <br />GROUND TRIB MAX POST MAX MAX POST LENGTH MAX M.U POST LENGTH <br />SNOW WIDTH POST REOD POST MIN FOOTER 5' | 1, | 17 POST .IN FOOTER E | 10 | 17 <br />LOAD (FT)SPACING FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POS1 SUE CONSTRAINED FOOTER <br />(P M ON SLAB SLAB (FT)TYPE V 'df (FT)TYPE -4 -6 -d-.8 <br />(FT)(tal M (h) (im I lin) M <br />90 MPH EXPOSURE C <br />20 3 11'-10- A 0.1 A 17 23 25 26 14'·10" O 21 26 27 29 <br />LIVE 16 10-2- A 5•-7 A 18 23 24 26 17-7- 0 21 25 27 28 <br />4 8·-11•A Te A tB 22 24 25 17-7- C 21 26 26 28 <br />4.5 7·-11-A e·-11· A 10 22 23 25 11'.9- C 22 24 29 27 <br />5 7·1·A 6·-5- A 10 22 23 24 11·40- C 22 24 26 27 <br />5.5 6'-9 A 5:11-A 19 21 23 24 104- C 22 24 25 27 <br />6 5'-11 A 5·.7- A 19 21 23 24 9.10' C 23 24 25 25 <br />6.6 S-9 A 6'·3-A 19 21 22 24 915-C 23 23 25 26 <br />7 9-1 A 6'.0.A 19 21 22 23 8111' C 23 23 25 28 <br />7.5 A 4%8- A 19 20 22 23 87 C 23 23 24 26 <br />8 /-6-A 4·-5- A 19 20 22 23 8-2- C 23 23 24 26 <br />0.6 A 4.2-A 19 21 22 23 7.10' C 24 24 24 25 <br />9 341- A 3'.11- A 19 21 22 24 r.7- C 24 24 24 25 <br />9.S 3'-9 A 7.0- A 19 21 22 24 7·4· C 24 24 24 25 <br />10 3·-6-A 34- A 19 21 23 24 /-0· C 24 24 24 25 <br />11 37 A y.2 A 19 22 23 24 6-7- C 24 24 24 25 <br />90 MPH EXPOSURE O <br />25 ,9-7 A 8-9-A 15 21 22 24 144' C 18 23 26 26 <br />3.5 8·.2·A 7'·11'4 18 21 22 23 1.-3- C 19 23 24 20 <br />4 7-2·A 7·.3-8 16 20 22 23 12·-r C 19 23 24 25 <br />4.5 64- A 6'-8-0 15 20 21 23 11'-5- C 19 22 24 25 <br />5 5'-0-A 9-2.8 16 20 21 22 10:91 C 20 22 23 25 <br />5.5 5'-2-A 5'-9 8 18 1 9 21 22 10-1-C 20 22 23 24 <br />Double C.0401(266; 5- (Oelail [12) <br />Attached Freestan[*ng or <br />SUucture Mullispan Units <br />MAX MAX POST LENG™GROUND <br />POST MIN FOOTER 8· | 19 | 12 SNOW <br />SPACING POST SIZE CONBTRARJED FOOTER LOAO <br />(FT)TYPE 7 -d- ./ |7 (rs•) <br />(ind (Int an) 1 (h) <br />134·B 20 24 26 27 60 <br />12•.3•8 20 24 25 27 <br />It'-5•8 21 23 25 26 <br />17-8•0 21 23 25 20 <br />toto· C 21 23 24 20 <br />9€ C 22 24 25 <br />9-0- C 22 22 24 25 <br />8•.7-C 22 22 24 25 <br />w C 22 22 23 25 <br />7-10- C 23 23 23 25 <br />7··r C 23 23 23 24 <br />7-3 C 23 23 23 24 <br />7-0- C 23 23 23 24 <br />6·.9-C 23 23 23 ·24 60 <br />6·-7-C 23 23 21 24 <br />6'-2-C 24 24 24 24 <br />154· C 18 22 23 25 <br />11'-11-C 18 22 23 24 <br />11'-1.C 18 21 23 24 <br />10-6· C 19 21 22 24 <br />9-9-C 19 21 22 23 <br />9'.3- C 19 21 22 23 <br />0.042-x ,-*8- 80% Bez n (DetaH Ll) <br />TABLE 2.1 Artached Stngl, Freestanding or <br />sp,n stluce,1. Multispan Units <br />TRn MAX POST MAX MAX POST LENGTH <br />WIDTH POST REQ'C POST MIN FOOTER 8' | 10' | 17 <br />(FTI SPACING FOR SPACING POST s,m CONSTRAINED FOOTER <br />ON SLAB 91-Ae (FT)TYPE V *·f| 7 -e <br />(rn (*11 (61) 1 0,1 (int <br />90 MPH EXPOSURE 8 <br />3 44-A 4'a 8 13 19 20 21 <br />15 3'-8- A 41-1-8 13 18 20 21 <br />4 34- A 3·-7- 0 13 18 19 21 <br />4.5 2·-8-A 3-2- 8 13 la 19 20 <br />5 24 A 2-11.B 13 17 19 20 <br />5.5 2'-2 A Z-7- 8 13 18 19 20 <br />6 2'.0 A 215" 8 13 18 19 20 <br />6.5 1*-10''A 2%7 0 13 18 19 21 <br />7 1'-9-A 7-1"3 13 18 20 21 <br />75 1'-7- A 1%11. B 13 18 20 21 <br />8 1-5- A 1'4' 0 13 19 2.0 21 <br />8.5 1.5.A 1-8" 8 13 10 20 21 <br />90 MPH EXPOSURE C <br />3 A 4·-0·· · 6 14 ·20 22 23 <br />3.5 3•.6-A 4·.1- 8 14 20 21 23 <br />4 LO· A 3'-7 0 14 If 21 22 <br />4.5 Z-4.4 3'-2' 0 14 19 21 22 <br />5 2.5-A 2-tv 8 14 19 20 22 <br />6.6 7-2' A 2'-7-0 14 19 21 22 <br />6 7-4 A 24' 0 14 19 21 22 <br />0.5 1·.10-A 7-2- 9 14 20 21 22 <br />7 141 A 7-1- 8 14 202-1 23 <br />Doub le,1.042-xyx8' (Detail L 12) <br />Aitach.ds:gk FreestandIng or <br />Spm Shitwre -Ilispan UnitS <br />MAX MAX POST LENGTH <br />POST MIN FOOTER X 1%/117 <br />SPACING POST SIZE CONSTRAINED FOOTER <br />(FT)TYPE -d- <br />(in} @4 1 (in>Un) <br />84/C 15 21 22 24 <br />7-10- C 16 21 22 23 <br />7-2- C 16 20 22 23 <br />6·-7 0 16 20 21 23 <br />6'-1-0 18 20 21 22 <br />9-8- 0 18 19 21 22 <br />S'-3- 0 16 19 20 22 <br />4%11- 0 16 18 20 22 <br />41-8•D 17 19 20 21 <br />€-S-0 17 19 20 21 <br />4'-2-D 17 19 20 21 <br />4·.0-0 17 19 20 21 <br />8'-8-C 17 . 73 24 26 <br />7'-10· C 18 22 24 25 <br />T-2-C. 18 22 24 26 <br />/·.7-0 tB 22 23 25 <br />8.-t 0 18 21 23 24 <br />5-8- D 18 21 23 24 <br />5'-3-0 18 21 22 24 <br />4'.11-0 19 21 22 23 <br />4'.8-0 19 20 22 23 <br />Double C.040'x296.615- (Detail L12) <br />Attached Singh Freestanding or <br />sp., structre MuRIspart Unlls <br />MAX MAX PO6T LENGTH <br />POST WIN FOOTER 8' | 19 | 12 <br />9 PAC{N G POST 6tZE CONSTRAINED FOOTER <br />' (FT) TYPE 7 ./ <br />[in)(:1 1 M (in) <br />8-7 C 15 20 21 23 <br />7 3-C 15 20 21 22 <br />64- C 15 19 21 22 <br />6-2- C 16 19 20 22 <br />5·7 C 16 10 20 21 <br />54' 0 16 19 20 21 <br />- 5·-0-0 16 18 20 21 <br />0 16 18 20 21 <br />4·.6-D 16 18 20 21 <br />4·-3· 0 16 18 20 21 <br />4·.1- 0 17 19 20 21 <br />3·-10- 0 17 19 20 21 <br />.ate· 0 17 22 23 25 <br />77 C 17 21 23 24 <br />6·4· C 17 21 22 24 <br />t·-2· C 18 21 22 24 <br />9-9- C 18 20 22 23 <br />5.4-D 10 20 22 23 <br />:6·.O-0 10 20 21 23 <br />, 4.-9.0 18 20 21 23 <br />4•4-0 18 20 21 23 <br />6 4-9 A 9-5- 8 17 19 21 22 9·-7- <br />6.S 4·4-A 5-1 8 17 19 20 22 <br />7 4'-1,A 4·-9-6 17 19 20 21 14 <br />7.5 5-10 .4'-6-8 17 19 20 21 8'-3- <br />8 A 4'.3 8 17 19 20 21 7-11" <br />8.5 3---A 8 17 19 20 21 7·.7- <br />0 3·-27·A M' 8 17 19 20 22 7·-4- <br />9.5 A 3·-7- 8 17 10 2; 22 7·-1- <br />90 MPH EXPOSURE C <br />25 3 4-7 A 0-9' A 17 23 26 28 14·4 <br />3.5 8'-2- A 7%11- A 18 23 24 25 13·-1· <br />4 7.-r A 7-3· 8 18 22 24 25 12-3 <br />4.5 6'-4-A 6·-8- 8 18 22 23 25 11-5- <br />S 5.9-A 6·-7 8 18 21 23 24 10'-7 <br />5.5 5-2-A 5·-9-8 18 21 23 24 19.1· <br />6 4-9-A 5-5 8 1 9 21 22 24 9·-7· <br />6.5 4'-5-A 5-1-8 19 21 22 24 94· <br />7 4·-1-A 4·.9- 8 19 20 22 23 5'-8. <br />7.5 3%10-A 4'4 0 19 20 22 23 8·-3- <br />8 3·-7-A 4'-3'0 19 20 22 23 7'-11- <br />8.5 yul.A 4·4 0 19 21 22 23 7.1- <br />9 37 A 7-9.B 19 21 22 24 TA- <br />9.5 A y.r 0 19 21 22 24 r.1- <br />10 2'·.A 3'-4.0 19 21 23 24 6·-10 <br />GENERAL INSTRUCTIONS FOR THESE TABLES <br />1. CHOOSE FREESTANOING OR ATTACHED STRUCTURE <br />2, CHOOSE PROJECTION. WIDTH ANDOVERHANG OF UNIT <br />3. DETERMINE WIND AND UVE 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 2.2 OR <br />CALCULATE FROM TRIBUTARY DIAGRAM ONSC02 PAGE 2 OF 2 <br />6. CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE <br />POST SPACING. <br />7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.1 <br />ICC ESR 1398 (2009 IBC) 10/11/2011 <br />C 20 21 23 24 89 C 19 20 22 23 OVER- TABLe 12 ™BUTARY WIDTHS FOR SUGLE SPAN ATTACHED STRUCTURES <br />C 20 21 23 24 8·-4-C 20 20 21 23 IIANG PROJECTION OF SINGLE SPAN STUCTURES (FT, <br />C 20 21 22 24 84- C 20 20 21 23 (FTI 8 9' 19 11' e 12 13·14·15 16'tr la'19 9 21'22 <br />C 21 21 22 23 r€ C 20 20 21 22 0' 4' 4.6 5 5.5 6' 8.5'r 7.5' 8·8.5·9· 9.5 14 10.5 11' <br />C 21 21 22 23 7-4- C 20 20 21 22 1' + 4.9 5· 5.5'5 6.9 r 15· W 8.5'9 9.5'17 10.5'11 It.6 <br />C 21 21 22 23 7-1- C 20 20 21 22 7 5+ S.5 6' 8.5 7 7.5 8' 8.9 9' 0.5 10'05 11· 11.5· 12 <br />C 21 21 22 23 6·-0 C 20 20 21 22 3· 5.5 9 6.5 T 7.5· B 8.5' 9'9.9 10' 10.5· 11'11.5· 12· 12.5 <br />C 21 21 22 23 9-7- C 21 21 21 22 4· 6' 6.5 7 8 8· 8.5 9 9.5 10·los 11'11.5· 12 12.5 13 <br />5· 6.5 r 7.5 0. 8.5 9· 9.5 10 10.5'11'11.5' 17 12.5 13 13.5 <br />C 20 20 27 29 137-0- C 20 24 26 27 <br />C 21 26 27 28 11·-11· C 20 24 26 26 TABLE 2.3 Post Requirements TABLE 2.4 Post Requirements for <br />C 21 25 20 28 11·4·C 21 23 25 26 for Attached Single Span Structures Freestanding Structures or Multispan Attached Structures .., <br />C 22 24 28 27 10·-6- C 21 23 24 26 Post Description Max POST Detail Post Descriptlon Maximum Max POST <br />C 22 24 26 27 9'-9- C 21 23 24 25 Hqt Code Footing Height Code De/1 0 ! <br />C 22 24 25 27 9·.3- C 22 22 24 25 0.042·xy€ Aluminum Post 11'B Ll 0.041-,3-*3 Steel Clover d= 20* 9 8 01 <br />C 22 23 25 25 8·, C 22 22 24 25 0.024'Post with Sideplates 12' B l.24 0.041-'*3-xy Steel Clover d= 21- 8 8 111 <br />C 23 23 26 26 8·-4- c 22 22 23 26 Clover 0.030-*3'*3- Alurn 11' B lil 3/16-*3·xy Steel Square d= 28- 12' C / L21 <br />C 23 23 24 25 8·-0- 0 22 12 23 25 Clover 0.040:38- Aium 12' B L11 3/16-xy,O· Steel Square d= 28- 8'0/ f L21 <br />C 23 23 24 26 74' C 22 22 23 24 Colonial 0.062- Ex,uded 12· C AE 1/4-*3*3- Steel Square d=, 28- 17 0 1 L21 <br />C 23 23 24 25 74· C ·23 23 23 24 0.041-*3-xy Steel Clover 12' 0 L11 3/16-*4-14 Steel Square d= 28- 12' /E L21 <br />C 23 23 24 25 7-1· C 23 23 23 24 0.041'xl'xy Steel Glover E E L 11 1/2-*424' Steel Square A= 17'17 /n 1 / 91 <br />C 24 24 24 25 A'-to-C 23 23 23 24 3/103-xy Steel Square 15' H L21 1/2-xs·K4' Steel Squace <br />C 24 24 24 25 60-P C 23 23 23 24 1/4-J,3-xr Steel Sware 15' I L21 <br />C 24 24 24 26 64' C 23 23 23 24 3/16·*4-*4- Steel SqUare 15'J L21 <br />1/224'*4' Steel Square 15' K L21 <br />8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN /5663 <br />TABLE 2.1 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT Amerimax Building Products <br />FREESTANDING AND MULnSPAN UNITS USE TABLE 2.4 5208 Ter,r•yeon 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 OETAILS (Ll·129). DETAILS MAY REQUIRE POST TO UPGRADED.t r c 6411. ALL LATTICE NOT USING DETAIL Ug MUST COMPLY W]TH TA8LES Ll AND 1-2 ON SHEET •5 Cart Putnam, P. E. <br />FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN <br />SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1 =503 17*\ Et f Vo <br />SLAB 8. USE THE SMAUEROF THE POST SPACING ON SLABOR HEADER POST SPACING ¢*Inutnam@comcast.nel ,2 4 vtSLAB 9. FOUOW 9-11 FROMABOVE 44SLAB 10. FOR lWO POST STRUCTURES USE TABLET.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES <br />OCT 20 201 1 1 <br />Page 8 of 60 N J JUN 04 2013 <br />S. 51. R / & i GI <br />C 6 139 <br />4013' \/ / <br />XP. 6- ·2015 * <br />d> Cl, IL <br />C CLW