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SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREA <br />0.042-2°*8" Box Beam (Detail MU76)Double 0.042xha' Beam (Detail MU113) <br />TABLES 5.1 Attached Freestanding 01 AUached Freestanding m <br />Structure Multispan Units Stfucture Mul#span Units <br />1 GROUND TRIB POST POST MAX MAX POST LENG™ MAX UAX POST LENGTH | <br />1A SNOW WIDTH SPACING REOD POST MIN FOOTER 8· 11(7 12' POST LeN FOOTER W 19 12' 1 LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SUE CONSTRAINED FOOTE!. <br /> IpsS (FT) SLAB (FT) TYPE (FT) TYPE.e <br />on) <br />17 22 <br />17 21 <br />17 21 <br />17 21 <br />18 20 <br />18 20 <br />18 20 <br />18 19 <br />18 19 <br />18 19 <br />18 19 <br />18 t9 <br />18 18 <br />18 18 <br />18 18 <br />18 18 <br />25 <br />24 <br />24 <br />23 <br />23 <br />23 <br />22 <br />22 <br />22 <br />22 <br />21 <br />21 <br />21 <br />21 <br />21 <br />21 <br />26 <br />26 <br />25 <br />25 <br />25 <br />24 <br />24 <br />24 <br />23 <br />23 <br />25 <br />24 <br />22 <br />22 <br />21 <br />21 <br />21 <br />21 <br />21 <br />M 2 3 W <br />M R,3 W 8 W <br />23 <br />23 <br />22 <br />22 <br />n <br />21 <br />21 <br />21 <br />21 <br />20 <br />20 <br />20 <br />20 <br />20 <br />2O <br />19 <br />25 <br />24 <br />24 <br />24 <br />23 <br />23 <br />23 <br />22 <br />22 <br />22 <br />22 <br />21 <br />21 <br />21 <br />33 86839999 MBM titl <br />25 <br />25 <br />24 <br />24 <br />23 <br />23 <br />24 24 <br />24 24 <br />24 24 <br />27 <br />26 <br />26 <br />25 <br />24 25 <br />25 <br />25 <br />25 <br />25 <br />25 <br />25 <br />26 <br />26 <br />26 <br />21 25 <br />25 <br />24 <br />24 <br />23 <br />23 <br />23 <br />24 <br />24 <br />8 0 0 21 0 83% RY WN N N 3 ts. 0 N ti W t: <br />W 51 *51 01 bt bt bt bt W &! N W <br />803&108 <br />27 28 <br />26 27 <br />26 27 <br />25 <br />25 26 <br />25 26 <br />24 26 <br />24 25 <br />24 <br />24 <br />24 <br />24 24 <br />29 <br />28 <br />28 <br />27 <br />27 28 <br />26 28 <br />26 27 <br />26 27 <br />25 27 <br />25 27 <br />25 26 <br />26 26 <br />26 26 <br />26 26 <br />27 28 <br />26 27 <br />26 27 <br />25 27 <br />25 26 <br />25 26 <br />24 26 <br />24 25 <br />24 25 <br />25 <br />25 <br />24 <br />24 <br />24 <br />24 <br />Double 0.040"x296.625- Beam (Detail MU113) <br />Attached Freestanding 01 <br />Structure M.,Itispan Units <br />MAX MAX POST LENGTH GROUND Tl <br />POST MIN FOOTER W | 10 12 SNOW WN <br />SPACING POST SIZE CONSTRAINED FOOTER LOAD {i <br />(Fr) -TYPE <br />(in}(in) <br />20 24 <br />0.0421*3*8» Box Bea n (Detail MU76) <br />TABLE 5.1 Attached Freestanding of <br />Structure MLdtispan Units <br />PUB POST POST MAX MAX POST LENGTH <br />3-TH SPACING REQU POST MIN FOOTER J 10' | 12'm ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTI <br />(Fr) SLAB (FT) TYPE <br />40 <br />24 <br />2 <br />60 <br />27 28 <br />27 28 <br />26 28 <br />26 27 <br />25 27 <br />25 26 <br />25 26 OVER- <br />25 26 HANG <br />25 26 <br />25 26 <br />25 25 <br />25 25 <br />25 25 <br />25 25 <br />25 26 <br />25 26 <br />24 26 <br />25 <br />25 <br />25 <br />24 <br />23 <br />23 <br />23 <br />73 <br /> tit! 3 8 3 3 01 0 3 0 k N W bt & <br />62 084 <br />3 3womow Z <br />(in} <br />23 <br />24 <br />23 <br />23 <br />23 <br />2'23 <br />21 22 <br />21 22 <br />21 22 <br />20 22 <br />24 <br />24 <br />23 <br />23 <br />23 <br />22 <br />Z1 22 <br />Z1 22 <br />22 <br />2 10 0 9 0 <br />(in) <br />Double 0.0421<328- Beam (Detail,MU 113) Double 0.040'b<226.625' Beam (Detail MU113) <br />Attached Freestanding 01 Attached Freestanding 01 <br />Structure Multispan Units Structure Mumspan Units <br />f MON FOOTER ili12 1 MAX POST LENGTH <br />POST AIN FOOTER 80 19 | 120 <br />SPACING POST SIZE CONSTRAINED FOOTERSPACING POST SIZE CONSTRAINED FOOTER <br />(FT) TYPE (FD TYPE »cr Id' |7| 7 <br />On) _ (in} 1 (in) 1 Cm)(in) On) 00) Ch} <br />26 27 29 <br />25 27 28 <br />25 2S <br />24 26 <br />24 26 <br />24 25 <br />23 25 <br />23 25 <br />23 24 <br />23 24 <br />23 23 24 <br />24 24 24 <br />20 25 27 28 <br />21 24 26 27 <br />21 24 25 <br />21 23 25 26 <br />21 23 25 26 <br />21 23 24 26 <br />Z2 22 24 25 <br />22 22 24 25 <br />Z2 22 23 25 <br />90 MPH EXPOSURE B <br />90 MPH EXPOSURE C or 105 M 14 EXPOSURE t <br />20 37 11'-109 B 6'41" A <br />124- C <br />11·-6- C <br />3 7-2 B 4·-11" B 17 22 9.-9. D <br />8'-11-0 21 24 26 27 <br />LIVE 3.5 10%2-8 6-2- A 11'-7- D <br />10'-5-C 20 23 <br />35 6%2"8 4.-4-B 17 22 8-10- D <br />5-1* 0 21 24 8 27 <br />LOAD 4 8'-iv 8 5'-6- B <br />10-8- D <br />9-8- C 21 23 4 59 8 5-10- 8 17 21 8'-1- D <br />7-6- D 21 24 25 26 <br />ONLY 4.5 7-11'8 5-2 8 <br />9-·11- D <br />9'-0" D 21 23 <br />4.5 4*-9- B AS" 8 17 21 7'-6- E <br />6'-11- 0 22 23 25 26 <br />5 M 8 4'-8- B <br />9'« D <br />84" D 2.1 22 5 44-8 3'-2-6 17 21 8-11- E <br />6-6- D 22 23 24 26 <br />5.5 649-8 4.-7 8 84- 0 <br />84- D 22 22 <br />5-5 5-11• 8 2'-11- B 17 20 6-6" E <br />ed· E 22 23 24 25 <br />6 5-11-B 40-0- B <br />8'-3- D <br />77 0 22 22 <br />6 5-7-B 2-8" B 18 20 6--1, E <br />5-9· E 22 22 24 , 25 <br />6-5 9-5 8 3'-9" B 7-10- E <br />7-3- 0 22 22 <br />6.5 34"B 2'-6- B 18 20 5-7 E <br />5-9 E 23 23 24 25 <br />7 51 8 3-6- B T€ E <br />6'-11- D 22 22 <br />7 3-1-B 2'-4-8 18 20 549 E <br />5'-2- E 23 23 23 25 <br />7.5 4-9•8 3-3- B <br />r-1- E <br />6·-7 0 23 23 <br />75 2%10 B 2-r B 18 19 5'-P E <br />4'-11 E 23 23 23 25 <br />8 4tr 8 7-1' 8 <br />6'-9- E <br />64- E 23 23 8 2'-5- 8 2'-1-B 18 19 4·-10- E <br />4'-8"E 23 23 23 24 <br />8.5 47 8 2'-11- 8 <br />5-6- E <br />6'-1"E 23 23 <br />85 2-6-B 1711-5 18 19 4'4' E <br />4-6- E 23 23 23 24 <br />9 3%11-8 2'-9- 8 <br />5-2- E <br />5'-10" 6 23 23 <br />90 MPH EXPOSURE C or 105 M 'H EXPOSURE B <br />9.5 39 8 2-8- B <br />5-11- E <br />5-8" E 23 23 <br />3 4%10- B 4'-0-B 16 21 8'-4' E <br />7-87 D 20 24 25 27 <br />10 3%B 2'-6" B <br />5-9' E <br />5-5- E 23 23 <br />3.5 457'8 3'-6" 8 16 21 R E <br />7-0- D 20 23 25 26 <br />11 -2-27 8 20-4- B <br />5-4- E <br />5-1- E 24 24 <br />4 3-7 8 30-1-8 16 ' 21 6'-10- E <br />69 E 20 23 24 26 <br />90 MPH EXPOSURE C or 105 MPH EXPOSURE B <br />4.5 3'-2"B 2-·10" 8 16 20 Fy F <br />5'-11- E 21 22 24 25 <br />20 3 11 t10- 8 E-4° B 18 24 11'40* D <br />10-8" C 22 25 <br />5 2·-11" B 2-7 B 16 20 5-10- F 5-6,E 21 22 24 25 <br />3-5 100-2•8 5-7- 8 19 23 10'-10 C <br />9-10- C 22 25 <br />5.5 27 8 24'B 16 20 5'-5- F <br />5'-2 E 21 22 23 25 <br />4 8*-11-8 5-1= B 19 22 9-11" D <br />9-1-D 23 25 6 2-9 8 27 B 16 19 ;9-1 " F <br />4'-10"E 21 22 23 24 <br />4.5 1-11"8 4'-7' B 19 22 9%3" D <br />5-9 0 23 24 6.5 2-r B 2-0" B 16 19 4'-9" F <br />47 E 21 21 23 24 <br />5 7-1 8 47 B 19 22 8'-e D <br />7-11 -D 24 24 <br />7 · 2-1-B 1%10- 6 16 19 4'-5- <br />44- E 22 22 23 24 <br />5.5 6'-5 8 3-11- 8 19 21 8%10 E <br />Te D 24 24 <br />6 5·-11·8 37 8 19 21 7%6- E <br />r-1-0 24 24 <br />TABLE 5.2 TRIBUTARY WID™S FOR SINGLE SPAN ATTACHED STRUCTURES <br />6-5 54 B 3'-4-8 19 21 79 E <br />S.-r 0 24 24 PROJECTION OF SINGLE SPAN STUCTURES (FT) <br />7 5'-1-By-2" 8 19 21 6'-10" E <br />6'-5"E 25 25 6 1 8'5 10' 11'12' 13' 14'15' 16'17 18 19'ze 21' 22- <br />75 4-9.B 27:'1'B 19 20 6'-6- E <br />6'-r E 25 25 <br />3 3.5 4 4.5 5 5.5 e 6.5' 7 7.5'2 8.9 9 9.5 10.10.5'11' <br />8 47 8 7-9- . 8 19 20 5-3- E <br />5'-10- E 25 25 15 4• 4.9 5 5.9 6 6.5' T 7.5 8' 8.5 9 9.5 10'10.5'11'11.5' <br />8.5 47 8 2'-8" B 20 20 5-11- E <br />9-8.E 25 25 <br />n/a ava iVa rda n/3 6.5 7 7.5' 8 8.5 9' 9.5•10'10.8 11' 11.5 12' <br />9 3'-11'·8 2-6-8 20 20 5'-8- E <br />545.E 25 25 <br />rda rula rea Wa 0/a * ra Na rJa nia nia 9.5'10 10.5 11'11.5 12 12.5' <br />9.5 5-9-B 2-5- B 20 20 5-5- E <br />5-7 E 25 25 <br />na rea n/a aja nia Wa rda nia Wa Na n/a n/a nia Wa nia 12-9 13' <br />90 MPH EXPOSURE B <br />25 3 11'-4- B 6'-11- A 17 22 12-8- <br />3.5 99-8 60-2- 8 17 21 11'-7" <br />4 8'€B 9-6- 8 17 21 10'-8- <br />4.5 T€B 5-1- 8 17 21 9-110 <br />5 6-9•8 40-8- B 18 20 9-3- <br />5.5 E-r B 4'-3- 8 18 20 8'-9. <br />6 5'-8-8 4'-0- 8 18 20 5-3- <br />65 E-7 8 3'-9- 8 18 19 7-10» <br />7 4'-10"8 3'47 8 18 19 Te <br />7.5 40€'B 5-3- 8 18 19 7-1- <br />8 4'-3-8 7-1" 8 18 19 6-9 <br />8.5 4·-0 9 2'-11- 8 18 19 66 <br />9 3&9 8 2'-9-B 18 18 6'-2- <br />9.5 3'-7"B r« 8 18 18 5-11- <br />10 3'-4"8 24- 8 18 18 5-9- <br />GENERAL INSTRUCTIONS FOR THESE TABLES1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE <br />2. CHOOSE PROJECTION. WIDTH ANDOVERHANGOF UNIT3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURESITE <br />(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNrFS <br />USE 20PSF MIN)4. CHOOSE A PANEL FROM SEC71ON 4.0 THAT HAS <br />r ADEQUATE CLEARSPAN FOR YOUR NEEDS.5. DETERMINE TR[8UTARY WIDTH FROM TABLE 5.2 OR <br />CALCULATE FROM TRBUTARY DIAGRAMON MUSAGN01 <br />6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE <br />POST SPACING. <br />7. USE THEAPPROPRIATE FOOTERSIZE SHOWN TABLE 5.1. <br />C 11'-5-C 20 24 <br />TABLE 5.3 Post Requirements <br />D 19-5" C 20 23 <br />for Attached Single Span Structures <br />D 9'-8- C 21 23 .Post Description Max POST <br />D 9%0" D 21 23 <br />Hgt CODE Detail <br />D W D 21 22 <br />Twin 0.032Y1.5571.9 Scroll 8' A MU100 <br />D 6.0- O 22 22 <br />Twin 0.062-*1.5*1.5- Scroll 9'B MU100 <br />E 7-7 0 22 22 0.024-x32<3" post w/ Sideplate 12'B MUB <br />€ 7-5 D 22 22 <br />Alum 0.032'xyxy Lockseam 12 C MU89 <br />E 6'-11- D 22 22 <br />Alum 0.04043"x3" Lockseam 12'D Mu89 <br />E Ar E 23 23 <br />Alum 0.055-xyxy Fluted 12'E MUSS <br />E <br />6'-4.E 23 23 . <br />Steel 0.043"x3-xy Lockseam 12'F Mu89 <br />E Ff' E 23 23 <br />Alum 0.1203°*3- Square 10'G Mu96 <br />E 5-10" E 23 23 Alum 0.120'bA-x4" Square 12 H Muso <br />E <br />50-8' E 23 23 <br />Steel 3/16'*3"xy' 15' I Mu93 <br />E <br />5'-5" E 23 23 Steel 1/47(32<3 15'J MU93 <br />Steel &16"x43<4' <br />8. FOR SINGLE SPAN ATTACHED UNR USE THE POST SHOWN Steel 3/16-)<525' <br />TABLE 5.1 AND TABLE 5.3.. UPGRADE THE POST iF THE <br />HEIGHT IS NOT SUFFICIENT.EREESTANONG AND MULT]SPAN UNITS USE TABLE 5.49. FlmS'TEE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 AND/OR 7.7 <br />10. WN THE APPROPRIATE DETAILS (MUOI-MU120) <br />FOR RATIO SLABS I¥eiLLOW 1-6 FROM ABOVE THENSLAB 7. DETERMINE MEMMUM POST SPACING ON SLAB FROM TABLE 5.18-AS 8. USE THE-SMALLER OFTHEPOSTSPACING ON SLAB ORHEADER POSTSPACING <br />SLAB 9. FOLLOW 9:10 FROM A8O¥ESLAB 10. FORTWO POST STRUCFURESUEETAE;EEM ONSHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES <br />Page 40 of 101 <br />TABLE 5.4 Post Requirements for <br />Multispanand Freestanding Structures <br />Post Description Max Maximum POST Detail <br />Height FooUng CODE <br />Steel 0.0433"x3' Lockseam 8'd= 21 E MU89 <br />_Aluni 0.120K3'x3" Square 10' d = 22"B MU96 <br />Alum 0.1203-xySquare 8' d =24"C MU96 <br />Aum 0.1202424" Square 10' d =27 E MU50 <br />Alum 0.1207749' Square 8' d =29"E MU50 <br />Steel 3/16"*313'12.d = 28"E MU93 <br />Steel 1/4-xh3-12' d= 30"E MU93 <br />Steel 3/16-*4"%4-15' d=28"G MU93 <br />Steel 3/16-*4'W 12'd = 31"1 MU93 <br />Steel 3/16"xy*5'15' d= 34'H MU93 <br />Steel 3/16-*515'10' d = 38"J MU93 <br />BUILDING PRODUCTS ' <br />2440 Albrighl <br />Houston, TX 77017 Sto <br />(713) 946-9000 <br />Cari Putnam, P. E.3441 tvylink Place Lynchburg, VA 24503 <br />cariputnam@comcastnet 4 50/ <br />14>/ <br />DEC 5 2011 <br />15' K MU93 <br />15'L Mu93 =111[IRLS U SH <br />L <br />V <br />#f 47/ <br />930 <br />6-30-1015 * <br />n. <br />17*OF EFO <br />12\2013