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UT?CE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCiAL. COVERS NORMAL WIND AREA:
<br />?16 GARB Steel C Beam LAOI }14 GA 3x8 Steel C Beam LAO( '12 GA jxa Steel C Beam LAW 16 GA 3%8 Steel C Beam LAOI 14 GA 3*.8 Steel C Beam LAOE 12 GA 3*3 Steel C Bean LA.0.
<br />.-I...1. ;___,Ill-.......=.™2---9-'-Il-
<br />Allached Sint,1,4Froeslarding 01 Allached ,Freestanding 01 TABLE 2.5 11:·.aed sir*reestandingot Aireched Sill.11: FI·eestariding el :Attached Singh.Freeslancing 01
<br />lE!£2.51 .Attached singli Freeslariding-01 < 'spar stal:111,0 ,Multispan Units ispaoStructure Mullispan Units Structure IMullispan Units Span Strue.1. IreMuliispan Unils .Ispan Strucmre Multispan Units Spon Shucluic Mullispan Units .
<br />MAX POST LENGTH GROUND I TRIB MAX MAX MAX POST LENG1'H MAX MAX POST LE,4GTPE| --M,·'·X MAX POS1 LENGTH
<br />MKA MAX MAX POST L MAX MAX POST LENGTH MAX
<br />IDTH POST POST MIN F-Ji ERP· 8' 12 POST MIN FOOTER X;' 12· i!3'POST MIN 8' 12' 15' SNOW WDTH POST POST FooTER M' | 12 | 15' 1. POST MIN FOOTER W | 12' | 15' i POST , MIN i FOOTER 8' - 12' i·5'
<br />IFT) SPACING SPACING POS-ri s.,75 f.ONKTRAINED FOOTE-fSP/·CINGPOSI SIZE CONSTRAINED,FOOTER SPACING POS sIZE CONS'I'RAINED FOOTER LOAD (FT) SPACING kpACING|POS POST SIZE CONSTRAINED FOOTE: E.1·'ACIAG POST b]ZEr GOND'RAINED FOO-FERRAINED FOO 1. ..·E'·Sor
<br />ON SLAB (FT)„111 1 Ild,1 R (FT) . |TYPE "d" .·d" | ·d- | 'cr (FT ) r.' q ·d' 'd" 1 "411 1 "d" (PSP) 'CN SLAB (FT; TYP n·PE '·cr "dr "dr C"'_CT T) --TYPE ·d" "d | "cl" 1 7
<br />2!LL (In) |.„- . _ 88) 1 (ih) lin) | tin) --(in)®)-J vq 1 64). 1 J 1 FT) .. 1 (in) _(in)3 :(ing .....EL on) or)(in) 1 (in)
<br />115 f·.1PHEXPOSURE C or 130 MPH EXPOSURE B
<br />115 Mi*{ EXPOSURE R
<br />k©Jim) -
<br />b SNOW W
<br />4 1.OAD > lf'SE)
<br />El·IGT} 1
<br />| 15' 1 [FOOTER
<br />TYPE;
<br /> (in) & (in)
<br />4 SIZE jCONS11
<br />On)(in)
<br />1
<br />12'-11" - E -- 23 ; 371-38-- io 159" 'F 25 26 29'122112" G 28 28 - 30 - 32. 60
<br />12'-1 - E ' 23 21 27 :29 14%7" F 25. 25 28 50 20'-11.- G 28 28 29 31
<br />11'-1"E 23 24 27 29 13'29" F 25 25 28 30 19'402 G 28 28 29 31
<br />10'43"E 23 24 27 : 28 13'-0" 8 25. 25 28 So 181-10" G: :29 29 29 31 1E23232628: 12'40 F 25. 25 27' 29: 1'8·20" G 29 29 29 30
<br />8.-11• E 23 23 26 28 :1128" F 26. 26 27 . 29 17'13" G 29 · 291 29 30
<br />83'-4" E 23 23 26. 27 1'1&2"f67 G 29 29,29 30
<br />7'-10' E 23- 23 25 27 10'47" ' F 26 26 27 | 29 15'=11" :H 30 | 30 36 30
<br />7'-5- E 23 28 , 25' ' ,27 1040" ' F 26' 5 26 26 28, · 15'-4" hi 30. 30 '30 30
<br />7'-1" E 23 23 25'27 94" F 26' 26; 26 28 14'-10" Id 30 30 | 30 30
<br />E 23: 23 ] 25 26 9'-0" F 26 26 26 28 14'-4": il-[ 30 30 30 30
<br />6'_5"E 23 23 24 26 8'17" F 26. 26 26 27 13'-11" H 30 30 · 30 30
<br />6'-11 E 2 i 23 24: 26 F 28 26 26; :27 13·26" H 31 31'31' :31
<br />7'-5" F 17 20 23 25 - 2'-7" I · 20 22
<br />F 16 19 6'-9" F :17 . 28 , 23 , 24 Bl'-W 21 21 24. 26
<br />16 19 6'-2 F 17 22 | 24 , 11'-1 '21 21 24 25.
<br />16 18 548" F 17 I 19.22 24 10'-67 14 1 21 21 23 25
<br />16 18 F ' 17 19 . 22. 23 9411:" I 1 21 21 23 25
<br />F 16 18 4'-11" F ' 17 19 i -21 23 '946" il 21. 21 23 25
<br />16 19 448"F 19 , 21 6 23 9-1" | 1 21 ' 21'· ,23 25
<br />F 16 19 4'44" 'F | 17; 19' 21 23 8'48" 1 1 22 ·22 28 :24
<br />F 16 49 4·-1" F 17 19 |22 | 23 28'-4" | I 22. 22 23 24
<br />16 19 F ! 17 19 | 22 23 7'-11" 1 22 I '22 .22 2416193'-8"17 19 22 24 797"22 22 22 124
<br />F 16 20 F 17 20 22. 24 7'i21'22 22 22 24
<br />20 5 791" I 5 2'-r 566
<br />L.IyE 5.5 645
<br />1 5.5 ' 2'-2 50
<br />4 2>0"42-7
<br />6 5'-11"
<br />615 5'-5"
<br />6.5: 1'-10"' 1 4'-3
<br />7 1'-9" 31-11
<br />7 5'21"
<br />7.5 1'-7"34
<br />7.5 '429
<br />8 . 1'46'3'-5
<br />8 4'-5"
<br />8.5 1 1-5"3'-3
<br />;815 4'-2"
<br />9 i 31-11'11 9 1'247 3'-0
<br />9.5
<br />10
<br />399„
<br />9.5 17 2211
<br />3!26"
<br />10 1'=2"2'-9
<br />10.5. 3'-49
<br />10.5 1'-2" , 2'27
<br />L__1] i
<br />22 23
<br />21 23
<br />21 23
<br />21 23 |
<br />21 22
<br />21 23
<br />21 23
<br />21 23
<br />22 23
<br />22
<br />22 24
<br />22.24
<br />11 3'27
<br />115 MP-l EXPOSURE G or 13( MPH EX DOSURE B
<br />11.5 ' 3'-1"5'-10"El 23
<br />12 2'-11" 5'-7"E 23
<br />13 2,8 5'-7" 23:
<br />115 MP -I EXPOSURE B
<br />25 5 5-9" 12'-6"F | 20
<br />5.5 5-2"11'-6 F]20
<br />6 4'-9"10'-7
<br />6.5 4·-5"9'-10" F
<br />7 4'-1"9'.1" F
<br />21
<br />21
<br />7.5 ·3'-10" ; 8'-6"F | 21
<br />23 25 26 76·10" F 26. 26 26 27 1'3'-1" H | 31 34 31 31 60 5 2'-5"8:6" F 17 21 24 26 7'-5"F 19 22 25 27 12-7 23 24 ' 26 28
<br />23 25 27 1=26 26 26 27 12'-9" H 31 31 31 5.5 ' 70-2" 540" F 1 17 21 . 23 25 i 6'-9" F 19 22 25 26 11'=9"23 21 26 28
<br />23 | 25 27 7'-0" F 26 26 26 27 12':0" i H 31 34 31 31 6 447' F · 17 20 23 25 F 19 21 24 26 11'-1"23 23 26 28
<br />6.5 1'-10" 4.-3- F 17 i 20 23' 25 58"19 21 24 26 10'46"24 24 26. 27
<br />23. 25 27 15'-1" F 22 24 26 28 21'-6" O 24 24 27 29 7 1'-9'3>11" F 17. 20 23 24 5,14" F ' 19 21 24 25 9411 24 24 25 27
<br />22 2* 27 14:'-1" F 22 23 26 28 20'-4"H 25 25 27 29 7.5 1'-7"3 '-8"F 17 20 23 25·4'-11 F 19 20 23 25 9'-6"24 24 25· 27
<br />22' 24 26 13'-3" F 22 23 26 27 19'23" H | 25 25 27 1 28 |?8 1'-0"3'-5" F 17 20 23 25 4'-8 F ' 19 20. 23 25 94"24 24. 25 27
<br />21 24 26 12-7" F 23 25 27 1844" H 25 25 26 · 28 8.5 3?-3,· F 17 20 23 25 4'-4"F 19 20 23 25 8'-8"24 24. 25 27
<br />21 24 25 11'-11" F 22 22 25 27 '17'-6" H 26 26 26 28 9 1•-4" '3'40"' F 17 21 24 25 4'-1" F 19 21 24 25'8'-4"24 24. 25 26
<br />21 23 25 11'-4"F 23 23 25 27 16'-9 H 26 26 26 27 i
<br />8: 3'-7" iS'-0" F | 21 21 23 25 10'-9·'F 23 '23 25: 26 1621" :H | 26 26 26 27 1 OVER-TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED/STRUCTURES Carl Putnam, P. E.
<br />8.5, 3'44" | 7'-6" F 21 21 23 25 10'-2" F :23 23 24 : 26 15'26" 1 ' 26 26 26 27 HANG PROJECTION OF SINGLE SPAN STUCTURES (FT)3441 Ivylink Place
<br />9 3'=2" 7'-1"F 11 21 -23 24 9'-7 F 23 23 24 26 14'-11" H 26 26 26 27 (FT) . 8' 91 10' 11' 12'13' 14'154 16 17' 18' 19' 20' 21'Lynchburg, VA 24503
<br />9.5 3'-0 6'-9 F 21 21 23 24 941," F 23 23 24 25 14'-5·'H 26 26 26 27 0' i 4' 425'53 5.5 6 6:5' 7' 7.5'8' 8.5' 9'9.5 10' 10.55 cariputnam@comcast.net
<br />10 2%10" 6'-5-F 21 21 22 24: 8%8'F 23 23 24 25 13>11" H 27 27 27 27 1' 4.5' E 5.5 6' 65 T 7.5 81
<br />10.5 2'28"6'-1" i F 21 21 22 24 8'-3"F 23 23 23 25 154" H 27 27 27 27 2' 5' '5.5' 6' 6.5'T 7.5' 8'8.5
<br />11 2-7"5'-10" : F 21 21 22 24 7610" F 23 25 23' 25 13'-1"H 27 27 27 27 3' n/a r/a rda n/a 7.5' 8' 82 9
<br />11.5 2'-6" 5'-7"F 21 2' 22 24 7'-6" F 23 23. 23 25 121-8"1 27 27 27 27 4' rila Wa Wa rda Wa Wa Na Wa
<br />5' Wa nia A/a 11/3 0/a ' r/a irija rda
<br />115 MR 4 EXPOSUF E C or 130 MPH EXPOSURE B -..-
<br />25 5. 8-9-12'=61' F 23 25 28 29 15'-1"F 24 26 29 31 2196"G 27 27 30. 31
<br />I -
<br />55 5'-2" 11'-6"F 23 24 27 29 14'-1" F 25 25 28 30 20'-4.1 H 28 28 29 31 TABLE 2.3 Post Requifements
<br />6 4'-9" 10'-7"F 23 24 27 29 137· i F 25 25.28 30 19'-3"H 28 28 29 31 for Attached Single Span Structures
<br />6.5: 4'=5"9%10" F 23 23 26' 28 12'-7" I f 25 25 , 28 29 18'-4"14 28 28 29 30 Poet Description Max POST:DetI
<br />7 4'-1"9'-1" F 23 23 26 28 11;'-11" F 25 25 27 19 17'-6"H 29 29 29 So Hgt Code, #
<br />75 3'-10" 8'-6" F 23 23 26; 27 11'-4"F 25 25 27 29 161-9,1 H 29 29 29 30 | 0.024"xy'*3" Post w/ Sideplat, 12' C | LA22
<br />8 , * 23 25 27 104 F 26 26 27 29 16'« H 29 29: 29 I 30 'Alum 0 032"x3'x3" Lockseam 11'D LA15
<br />5,7- 1 8.5 394" 23 25 27 1042'1 F 26 26 26 28 15'-6"H 29 29.29 29 |Alum 0.040"xy'<3" Lockseam 11' E LA15
<br />9 3'-r 7'-1" F 23 23. 25 27 97" F 26 26 26 28 1441" H 30 30 30. 30 Alt.im 0.055"xh3" Fluted 10' F LA19
<br />9.5 340" 60-9" F 23 23 25 26 9·4"F 26i 26 26 28 14'-5"1,1 1 430 80 ®Aluni 0.075"xyxS" Square 10' G MU49
<br />10 21-10" 6'-57 F 23 23 24 26 8'-8"F 26 26 26 27 13'-11" H 30 30 30. 30 Steel 0.043"x3"x3" Lockseam 112" H LAI 5
<br />10.5 2-8 1,1-1"F + 23 23 24 26 8'-3"F 26 26 26 27 13'-6"H '30 30 30. 30 Alum 0.120"x3"'%3" Square 1'0' 1 1-A20
<br />1 1 2'-7'F 23 23 24 26 7'-10" F 26 26 26 27 13'-1"H 36 30 30 30 Steel 0.043"x3"x3" Lockseath 10' J LA15
<br />5%10"
<br />11.5 2'26" 5'-7"F 23 23 25 26 7-6"F 26 26 26 27 12'-8" I 30 30 30 ' 30 Alum 0.120"x4"x4" Square 12' K LA20
<br />12 254"5'-4.F 23 23 25 27 7'-2"F 26 26 26 27 12'4"I 31 31 31 31 3/16"x3"x3" Steel Squan 14': L LA17
<br />GENERAL INSTRUCTIONS FOR THESE TABLES
<br />1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 8. FORSNGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
<br />2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT TABLE 2.5 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT·
<br />3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4
<br />(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS.9, FIND THE O/C SPACING OR# OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6
<br />USE 20 PSF MIN)10. USE THE APPROPRIATE DETAILS. DETAILS MAY REQUIRE POET TO UPGRADED.
<br />4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS 11. ALL LATTICE NOT USING DETAIL LA36 MUST COMPLY WITH TABLES Ll AND L2 ON SHEET MISC5
<br />ADEQUATE CLEARSPAN FOR YOUR NEEDS.FOR PATIO SLABS FOLLOW 1 -6 FROM ABOVE THEN
<br />5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE,2,5
<br />CALClJLATE FROM TRIBUTARY DIAGRAMONPAGE 1 SLAB 8. USE TI-IE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
<br />6. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE SLAB 9. FOLLOW 9-11 FROM ABOVE
<br />POST SPACING.SLAB 10. FOR TWO POST STRUCTURES 'USE TABLE 7.1 ON SHEET MISC:3 FOR SLAB' REQUIREMENTS INSTEAD OF THESE TABLES
<br />7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2'.5
<br />Page 15 of. 106_ - .ICC ESR 1953 (2012 IBC) 2/24/2014 1 - *, '' " 1¢let
<br />8.5'9.5 10' 10:5' 11'
<br />9' 9.5' 10' 10.5' 11' 11.5
<br />9,5 10' 10.5 11' 11.6 12'
<br />10· 10.5 11' 11'.5' 12' 12.5'
<br />rli iva n/a lim· 12.5" 18'
<br />TABLE 2.4 Post Requirements for
<br />Freestanding Structures or Multispan Attached'StructureE
<br />Post Description Miximum Max POST
<br />Footir g Height eDdIe Detail #
<br />Steel 0.043"x3"x3" Locksearn d= 20" 8'C LA15
<br />Steel 0.043"x3"xy Lockseam d= 22"8' B LA15
<br />Alum 0.120"x3"x." Square d= 25"8' D LA20
<br />Alum 0.120"xyx3" Square d= 27" 8'B LA20
<br />Alum 0.120'b<4"x4" Square d= 28"8' E LA20
<br />3/16"x3":3" Steel Square d= 29"13'F LA17
<br />Alum 0.120"x4"x4" Square d= 32"10'E LA20
<br />3/16"x3"x3" Steel Square d= 32"10' G LAW
<br />3/16"x4"x4" Steel Square d= 35" 14' 1 LA17
<br />3/16"x4"x4" Steel Squart d= 38"10'J LA17
<br />3/16"x5"x5" Steel Square d= 42" 14' K LA17
<br />3/16'96"x6" Steel Square d= 47"15' L LA17
<br />Metals Building Products5005 Veteran's Memorial Hwy -»
<br />Holbrook, NY 11741
<br />(631) 563-4000 <3\<·494.i·77.6-Up-,201.,lh>th''f
<br />EM¢34014
<br />b ·: 1,.·3··· /41
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