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SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREA <br />16 Ga 398' Steel C·Beam (MU78)14 Ga 320' Steel C Beam (MU78> <br />TABLE 5.16<Attached Freestanding 01 Attached Freestanding 01 <br />Structue Multispan Units Structure Multispan Units <br />GROUND TRIB posT POST MAX MAX POST LENGTH MAX MAX POST LENGTH <br />SNOW WIDTH SPACING REQU POST MIN FOOTER 80 12 ! 15' POST MIN FOOTER 8' | 12' 15 <br />LOAD (FT} ON SLAB FOR SPACING POST SIZE CONSTRAZIED FOOTER SPACING POST SIZE CONSTRAINED FOOTE <br />(PSF)Cfr)SLAB (FT} TYFE -5 , |7 | V | (FT> TYPE <br />(m} 1 01> 1 C•* 1 <br />90 MPH EXPOSURE B <br />20 5 7-1- 8 9-6- 0 22 24 26.28 12'-7 E <br />LIVE 5-5 60-5- 8 8-10- D 22 23 26 28 11'-3- E <br />1-6*D 6 : 5-11 8 8%3* 0 23 23 26 27 10-7- E 24 24 27 29 <br />ONLY 6-5 9-5 8 r-7- 0 23 23 25 27 10'4' E 25 25 27 28 <br />7 5-1*8 7-1• 0 23 23 25 26 9% E 25 25 26 28 <br />75 4-7 8 57 D 23 23 24 26 9'-0» F 25 25 26 28 <br />8 4'4 B 6-2- D 23 23 24 26 E-1- F 25 25 26 27 <br />8.5 47 B 5-10- D 23 23 24 26 8'-1- F 25 25 25 27 <br />3'1 r B 5-6- D 23 23 24 25 T-8- F 25 25 25 27 <br />9.5 7-9"85-3- D 23 23 23 25 TZ F 25 25 25 27 <br />10 3'-6-B 5% D 23 23 23 25 €-11- F 25 25 25 26 <br />10-5 ¥-4.8 4-8- D 23 23 23 25 9-7-25 25 25. 26 <br />11 3-7 8 4'-6* D 23 23 23 24 6'-3- F· 25 25 25 26 <br />11-5 5-1.8 44- D 23 23 23 24 6'41- F 25 25 25 26 <br />12 2-11-8 4-2- 0 23 23 23 24 92 F 25 25 25 25 <br />13 24-8 3-10' 0 23 23 23 24 5-4- F 25 25,25 25 <br />90 UPH EXPOSURE C or 105 M 'H EXPOSURE B <br />20 5 7'-1,8 849- D 24 23 28 30 11-1- E 26 27 30 32 <br />5.5 6'-5 : B 84- E 24 25 28. 30 10-4- E 27 27 29 31 <br />6 5-11•8 7-4• E 24 24 27 29 9-9- F 27 27 29 31 <br />6.5 5-2 8 6'-10' E 24 24 27 29 9-2- F 27 27 28 30 <br />7 84'B 6'-4-E 24 24 26 28 /4- F 27 27 28 30 <br />7.5 4-7 8 9-17 E 24 24 26 28 87 F 27 27 28 30 <br />8 4.4.8 5'-6- E 24 24 26 28 74- 5 27 27 27 29 <br />85 4-7 BE-3- E 24 24 25 27 P<r F 27 27 27. 29 <br />9 3-11-8 4'-11-E 24 24 25 27 6-10• F 27 27 27 29 <br />9.5 3'-9-8 448- E 24 24 25 27 616" F 27 27 27 28 <br />10 3'-6-8 4-5, E 24 24 25 27 9-2- F 27 27 27 28 <br />10.5 34'B 4-3· E 24 24 25 26 5'-17 F 27 27 27 28 <br />11 3'-7 B 4-0- E 24 24 24 26 9-7 F 27 27 27 28 <br />11.5 3'-1-By-17 2 24 24 24 26 5'-4- F 27 27 27 27 <br />90 MPH EXPOSURE B <br />25 5 649-8 9% D 22 24 26. 28 12* E 24 25 28 29 <br />5.5 E-2 B 7-10- D 22 23 26 28 119 E 24 24 27 29 <br />6 548.8-7 E 23 23 26 27 '10-7 E 24 24 27 29 <br />6.5 5-2 B T-r E 23 23 25 27 19-00 F 25 25 27 28 <br />(In) (rn) i (in) 1 (m). <br />24 28 <br />24 24 27 <br />12 Ga 3-<8- Steet C Beam (1*178) <br />Attached Reestanding 01 <br />Structure Mumspan Units <br />MAX WX POST LENGTH <br />POST limt FUOTER E 12' | 15' <br />SPACING POST SeE CONSTRAINED FOOTER <br />(FT) TYPE Y 7 4 |V| <br />{in) · (in> /)1 On) 1 <br />18'-10" F 25 28 30 32 <br />17·2 F 28 28 30 32 <br />16'-10- F 29 29 30 32 <br />158 F 29. 29 29 31 <br />15-3- F 29 29 29 31 <br />14-1- F 29 29 29 31 <br />14'-0- F 30 30 30 30 <br />iN* F 30 30 30 30 <br />12'-11- F 30 30 30 30 <br />122 F 30 30 30 30 <br />12'-1- F 30 30 30 30 <br />11'-8- F 30 30 30 30 <br />11'=r F 31 31 31 31 <br />11'-e F 31 31 31 31 <br />107 F 31 31 31 31 <br />1051• F 31 31 31 31 <br />17-e F 31 31 33 35 <br />10-6. F 31 31 32 34 <br />154' F 37 31 32 34 <br />14'-10- F 32 r 32 34 <br />1442" F 32 m 32 33 <br />1307 F 32 32 2 33 <br />13-0' F 32 32 32 33 <br />12'-a F 33 33 33 33 <br />12·-2 F 33 · 33 33 33 <br />11•-7 F 33 33 33 33 <br />112 F 33 33 33 33 <br />10·-10- F 33 33 33 33 <br />10-6- F 34 34 34 34 <br />14-2 F 34 34 54 34 <br />18-10- F 28 28 30 32 <br />174- F 28 28 30 32 <br />16'-10- F 29 29 30 32 <br />16'-0• F 29 29 29 31 <br />16 Ga 3'0 Steel C Beam{MU78) <br />TABLE 5.16 Allached Freestanding m <br />Stucture Multispan Units <br />GROUND TRIB - POST POST MAX MAX POST LENGTH <br />SNOW WIDTH SPACING RED POST UN FOOTER W 17 | 15LOAD (FT) ON St-AB FOR SPAC[NG POST SEZE CONSTRANED FOOTE <br />(PSF)(FT) SLAB (Fr) TYPE -d .0.1 Y <br />90 MPH EXPOSURE C or 105 M 'H EXPOSURE b <br />40 5 4-4»B EV 0 22 24 27 28 <br />5,5 3&110 8 9-10- D 22 23 26 28 <br />6 5-7 8 54" D 22 23 26 27 <br />6.5 3-4-8 4'41" D 22 22 25 27 <br />7 3-1-8 4-7- 0 22 n 25,27 <br />7-5 7-14 El 4'4" 5 22 22 25 26 <br />8 24' B 4 D 22 22 24 28 <br />8.5 7-6- 8 2-7 D 22 2 24 26 <br />9 2-4-By-7- 0 22 22 24 26 <br />9.5 2-3- B ye O 22 22 24 25 <br />10 2'-2-8 1-3-0 22 22 23 25 <br />10.5 Ze 8 7-1- D 22 22 23 25 <br />90 MPH EXPOSURE C or' 105 APH EXPJSURE B <br />60 5 2>11-8 9-1.E 20 22 25 21 <br />15 7-r B 4,7 E 20 22 25 27 <br />6 2-5- 8 47 6 20 22 25 26 <br />6.5 2-2' 8 3tll- E 20 21 24 26 <br />7 7-1- 8 3·-7 E 20 21 24 26 <br />7.5 10-11 8 7-4- E 20 21 24 25 <br />6 1'-9. B 7-2-E 20 21 23 25 <br />8.5 1%8" B ST E 20 20 23 25 <br />9 1'-7 . B 2-10- E 20 20 23 25 <br />OVER-TABLE 52 TRIBUTARYWIn'HS FOR SINGLE SPAN <br />HANG PROJECTION OF SINGLE SPAN STUCTU <br />im e 7 8'9 11 11'12'13' 14' <br />0· S 15 4 4.5 9 55 6' 6.5' T <br />1' 35' €4.5 5 52 e 6.9 7 lE <br />2 n#a Wa nia rda fda 6-5'7 7.9 8 <br />3' n/a Wa Na ,/9 Wa nta Wa Na nib <br />4' rda nfa nia rda rda nk Wa rita nh <br />TABLE 53 Post Requirements <br />for Attached Single Span Structures <br />Post Description Max POST <br />Hgt CODE Detail <br />14 Ga 3«,<8» Steel C Beam (MU78)12 Ga <br />! Attached Freestandihg oi <br />i Structure Multispan Units <br />MAX MAX POST LENBTH MAX <br />POST · .N FOOTER W | 17 | 19 POST <br />; SPACING POST SIZE CONSTIWNED FOOTSSPACIN <br />(FT) ·TYPE 7-11- |VIV (FT) <br />01} On) 1 Ort) 1 en) <br />W-10» F 24 25 28 30 - 14-4- <br />8*.1- F 24 25 28 30 13-6- <br />Te F 24242729 17% <br />6--17 : F 24 24 27 29 12-1- <br />6'.5-F 24 24. 26 28 11'-6- <br />6'-0-F 25 25 26 28 111*0„ <br />5-r P 25 25 26 28 -10-8- <br />5-3- F 25 25 26 27 19-1- <br />5'47 F 25 25 25 27 <br />F 25252527 9-C <br />4Ur F 25 25 25 27 9* <br />4-r F 25 25 25 25 We <br />7-7 F 23 24 27 29 12-0 <br />5-2 8 23 24 26 28 11'-6- <br />5'-10• F 23 23 26 28 111(T <br />9-5- F 23 23 26 27 10'-y <br />5* F 23 .23 25 27 9-9 <br />4%8-F 23232527 9-3. <br />4-9 P 23 23 25 27 8-17 <br />4*-7 F 23 23 . 24 26 <br />3-11- F 23 23 24 26 8'-2- <br />ATTACHED SIRUCTURES <br />RES {Fr) <br />19 16' 17 18*19' 20·21• <br />12 80 82 9 9.5 10' 10.8 <br />8 as 9 92 10'10.9 11' <br />85 7 9.5'10 10.S 1V 11.5 <br />r. 9.5 10·102 11'115 12 <br />Wa n,4 Ivan/a Wa n/h 1217 <br />TABLE 5.4 Post Requirements for <br />Multispan and Freestanding Structures <br />Post Desc®lion Max Maximum <br />Height Footing <br />2-*8" Steel C Beam (MU78) <br />Attached Freestandmg 01 <br />Stru*re hvt«span Units <br />MAX POST LENGTHMIN FOOTER B | 17 1 15 <br />6 POST SIZE CONSTRAINED FOOTER <br />TYPE Nr -d•9 1 Id• <br />«n) 01)(W 1 (in} <br />F 29 29 31 33 <br />F 29 29 31 33 <br />F 292931 32 <br />F 30303032 <br />F 30 30 30 32 <br />F 30 30 30 31 <br />F 30 30 30 31 <br />F 30 30 30 31 <br />F 31313131 <br />FBI 31 31 31 <br />F31312131 <br />F 31 31 31 31 <br />P 27 27 30 32 <br />F 27 27 30. 32 <br />F 28282931 <br />F 28 28 29 31 <br />F 28 28 29 31 <br />F 28' 28 29 30 - <br />F 29 29 29 30 <br />F 29 29 29 30 <br />G 29292930 <br />22 <br />11' <br />11.5' <br />12· <br />123 <br />13' <br />POST Detail <br />CODE <br />7 4'-10* B r-1- E 23 23. 25 25 9-5. <br />75 4%B 6-7- E 23 23 24 26 50- <br />8 4'-3-B 67 2 23 23 24 26 8-7- <br />8.5 4-0-B 5-10• E 23 23 24 26 <br />9 3-7 B 5-6- E 23 : 23 24 25 74· <br />9-5 3'-7-B 9-3- E 23 23 . 23 25 7.¥ <br />10 3'4=8 5'Z E 23 23 23 25 6·-11' <br />10-5 9-7 B 4-7 E 23 23 23 25 E-7 <br />11 3-1' 8 4-e E 23 23 23 24 59 <br />11-5 2-11"8 44 E 23 23 23 24 6'€- <br />12 20-14 8 4-2- E 23 23 23 24 57 <br />GENERAL INSTRUCTIONS FOR THESE TABLES <br />1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE <br />2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STROCTURE 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 ¥OUR NEEDS. <br />5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR <br />CALCULATE FROM TRIBUTARY DIAGRAM ON MUSAGN01 <br />6. CHOOSE A HEADER FROM TABLE 5.16 THAT HAS ADEQUATE <br />POST SPACING. <br />7. USE THE APPROPRIATE FOOTER SIZE SHOWN TABLE 5.16 <br />ICC ESR 1953 (2009 ]BC) 12/5/2011 <br />F 25 25 26 28 15% F 29. 29 29 31 Twin 083291-5-0.5- Scrou 8' A )100 <br />F 25 25 26. 28 14'-7- · F 29 29 29 31 .Twin 0.062,1.5-*1.5" Scroll g'B Muloo <br />F 25 25 26 27 14tcr F 30 30 30 30 0.024323 Post w/Sideplat€ 12 B 98 <br />F 25 25 25 27 13-5' F 30 30 30 30 Alum 0.0321*3'xy Lockseam 12 C MU89 <br />F 25 25 25 27 12·-11- ' F 30 30 30 30 Alum O.040'k35(3 Lockseam 12 D Mip,9 <br />F 25252527 17-V F .30 30 30 30 Alum 0.055'2*3' Fluted 12 E MU95 <br />F - 25 25 25 26 1 2-1' F 30 30 30 30 Steel 0.04321323- l.ockseam 12'F Mu89 <br />F 25 25 25 26 11*-8- F 30 30 30 30 Alurn 0.120'k3xy Square 10* G MI)96 <br />F 25 25 25 26 11'-4- F 31 31 31 31 Alum 0.120-*45(4' Square 12 H Mum <br />F 25 25 25 26 11'-0- F 31 31 31 31 Steel 316'b<3"*3'15' I Mu93 <br />F 25 25 25 25 11-8- F 31 31 31 31 Steel 1/4'*35<5 15'J ul.193 <br />Steel 3/165<41(4' <br />8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Steel 3/165(5-x5' <br />TABLE 5.16 AND TABLE 5.3. UPGRADE THE POST IF THE <br />HEIGHT IS NOT SUFFICIENT.FREESTANDING AND MULTISPAN UNrrS USE TABLE 5.49. FIND THE O/C SPACING OR # OF FASTENERS. FOR ATTACHING TO WALL FROM TABLE 7.5 AND/OR 7.7 <br />10. USE THE APPROPRIATE DETAILS (MU01-MU120) <br />FOR PATIO SLABS FOUOW 1 -6 FROM ABOVE THENSLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.16SLAB 8. USE THE SMALLER OF THE POST SPAaNG ON SLAB OR HEADER POST SPACING <br />SLAB 9. FOLLOW 9-10 FROM ABOVESLAB 10. FORTWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SU\BREQUIREMENTS INSTEAD OF THESE TABLES <br />Page 64 of" 101 <br />Steel 0.[>43-133- Lockseam 8' d = 21 -E MUM <br />Alum 0.120'%3-,d' Square . 10' d = 22" B MUE <br />Alum 0.120-xy*3" Square 8' d =24"C MU96 <br />Alum 0.12094™4' Square 10' d =2T'E MU50 <br />Alum 0.12024™4- Square 8' d = 29'E MU50 <br />Steel 3/1613'50-12' d = 28- E MU93 <br />Steel 1/4")8-xr 12' d = 30"E MU93 <br />Steel 3/165,4-xe 15' d= 28' G VU.193 <br />Sbee! 3/16'x4"14-12 d <br />Steel W16'15"xy 15' d <br />Steel 3/1636-xe 10' d -- <br />BUILDING PRODUCTS <br />2440 Albright <br />Houston. TX 77017 <br />(713) 946-9000 <br />Carl Putnam, P. E <br />3441 Ivylink Place <br />Lynchburg, VA 24503 <br />cartputnam@comcastnel <br />DEC 5 2011 <br />31 1 ' MU93 <br />W H M 093 <br />ut tag <br />15' K MU93 <br />15' L Mu93 lilE I]LS USK <br />IL <br />SEX <br />PUTA' 4 <br />C 139 <br />2015 * <br />J 2.13 <br />,-=/,u .......: