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SOLID COVER 5.0 POST SPACiNGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREA0.043"x313" Steel Lqc':seam (Detail MU89) 0.120-x: A<3" (MU96)0.120»xa'5<4- (MU50> <br />TABLE 5.9 Attached Freestanding 01 Attached Freestanding 01 Attached Freestanding or <br />Structure Multispan Untts Structure Multispan Units Structure Muftispan Untts <br />GROUND TRIB posr POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAO< POST LENGTH <br />SNOW WIDTH SPACING RECD POST MIN FOOTER 8, | 19 1 17 POST MIN FOOTER 8· 10' 12'POST MIN FOGIER W 14 12' <br />LOAD (FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRNNED FOOTER SPACING POST SIZE CONSTRAINED FOOTER <br />(PSE)(Fr) SLAB (FT) TYPE Y .4. 9 1 -4-(FT)TYPE -cr Y | 'd- | -6- 1 (FT) TYPE <br />(in) (m)Ore On) (6,) (in) 1 <br />90 MPH EXPOSURE B <br />20 3 11'-10-B 5-11 8 18 20 21 - 23 8'-1-1- 8 18 20 21 23 12'-0- C <br />LIVE 3.5 10'-2 8 8-1- 8 19 20 21 22 8'-5- B 19 20 21 22 - 11'2 C <br />LOAD 4 8-11 ST« B 19 19 21 22 8--1" B 20 20 21 22 10'-11- D <br />ONLY 4.5 All-8 E-11" B 19 19 20 22 7-9- C 20 20 21 22 10·-6- D <br />5 7-r 8 6%5- 8 20 20 20 21 7'-6- C 21 21 21 22 194- E <br />5.5 6·-9 8 6'-0- C 20 20 20 21 743- C 21 21 21 22 9-17 E <br />6 5011-8 5*-8- C 20 2Q 20 21 T-1-0 21 21 21 22 9-6- E <br />6.5 5-8 8 9-5- C 20 20 20 21 67-10- D 22 n n n 9.3- E <br />7 9-1-8 5-r C 20 20 20 21 6'-8- D 22 22 22 22 9-Y E <br />7.5 4%8 4%11- C 20 20 20 21 6'-7-D 22 22 22 22 8·-10" E <br />8 4·-9 8 4'-8- C 21 21 21 21 6--5- E 23 23 23 23 8'-8- F <br />8.5 4'-2' 8 4'-6- (21 21 21 216'-3- E 23 23 23 23 8-6" F <br />9 3-11-B 4'-4* C 21 21 21 21 6-2- E 23 23 23 23 8'-4- F <br />9.5 B 4'-2- C 21 21 21 21 9-1 E 24 24 24 24 87 F <br />10 30-6-8 4·-0" C 21 21 21 21 5-11- E 24 24 24 24 8'-Cy F <br />11 ,-r 8 3'« .D 21 21 21 21 50-9- E 24 24 24 24 7-9• . F <br />90 MPH EXPOSURE C or 105 MPH EXPOSURE B <br />20 3 11•-109 B El' B 20 21 23 24 87 8 20 22 23 24 11'-7 C <br />3.5 lot-2-B 7-6- 5 21 21 23 24 8-2" B 21 21 23 24 11'-0" D <br />4 All-B 6'-11- 8 21 21 22 24 719' C 22 22 23 24 10'-6' D <br />4.5 7-11-8 6-5- 8 21. 21 22 23 7-6- C 22 22 22 24 10'-1- E <br />5 7-1-8 6'-0- C 21 21 22 23 7-3- D 23 23 23 24 99 E <br />5.5 6'-5-8 5-7 C 22 22 22 23 7-0' D 23 23 23 24 E <br />6 5'-11-B 57 C 22 22 22 23 60-90 D 24 24 24 24 9-2" E <br />6.5 9-5-8 9-0- C 22 22 22 22 6'-7- D 24 24 24 24 8'-11- F <br />7 9-10 8 4'-9 C 22 22 22 22 6'-5- E 25 25 25 25 2-8. P <br />7-5 4'-9- 8 4'-6- C 22 22 22 22 Ear E 25 25 25 25 We F <br />8 4·-5- 8 4W C 2323 23 23 67 E 25 25 25 25 8'-4· F <br />8.5 4-2-8 4'-2" D 23 23 23 23 6%0' E 26 26 26 26 8'-7 F <br />9 3-11"B 4·-0- D 23 23 23 23 5-11· E 26 26 26 26 8'-0" F <br />9.5 5-9'8 3'-10- D 23 23 23 23 ·' 9-10" E 26 26 -26 26 7-10- p <br />90 MPH EXPOSURE B <br />25 3 11'4-B B-10- 8 18 20 21 23 8-11- B 18 20 21 23 12-0- C <br />3.5 9%8=8 8'-10 8 19 20 21 22 5-5" 8 19 20 21 22 11'-6- D <br />4 8'-60 S 7'-5 8 19 19 21 22 8'-1 C 20 20 21 22 10-11- D <br />4.5 7--6- B 8-11" 8 19 19 20 22 7-9- C 20 20 21 22 101" D <br />0.043*%3-xy Steel Lockseam (Detail MU89) 0.1207(3xy (MU96)0.120-x#xe (MU50) <br />TABLE 5.9 Attached Freestanding ot Attached Freestanding 01 Attached Freestanding 01 <br />Structure Multispan Units Structure Mullispan Units Struchire Mumspan Units <br />) TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH MAX MAX POST LENGTH <br />WIDTH SPACING REQU POST MIN FOOTER y 10' 12 POST MIN FOOTER 2 10' | 12 POST IAN FOOTER 8' 10' 12'(FT) ONSLAB FOR SPACING POST SUE CONSTRAINED FOOTEP SPACING POST SIZE CONSTRAINEDFOOTEr·SPACING POST SCZE CONS'Tl,UNED FOOTER <br />(Fr)SLAB (Fr) TYPE 9 7 [ 7 1 7 (FT) TYPE v tr | v I v ·(FT)TYPE .4 tr | V | 7 <br />(irt) On) i (in) i On){bl)(in} 0 Un} i (in)M (h) 1 W I (m) <br />90 UPH EXPOSURE C or 105 MPH EXPOSURE B <br />3 T-T 8 6'-9-5 19 21 22 23 77 C 20 21 23 24 10·-4- D 22 23 25 26 <br />3-5 5-TB 6'-1- C 19 20 22 23 na- C 20 21 22 24 9110- E 22 23 25 26 <br />4 94 B 5-7-C 19 20 21 23 7'-0-D 21 21 22 24 9-54 E 23 23 24 26 <br />45 4-9- B S€C 20 20 21 23 6'-8-D 21 21 22 23 9.-0.E N 24 24 26 <br />5 4'-4-8 4'-10" C 20 20 21 22 6-6- 0 22 22 22 23 89 F 24 24 24 25 <br />5-5 3'-11- B 4'-5- C 20 20 21 22 E-YE22222223 8'-2 F 25 25 25 25 <br />6 3'-7 8 4'-3- C 20 20 21 22 6'-1- E 23 23 23 23 E-Z'F 25 25 25 25 <br />6,5 3-4,6 4'-00• D 20 20 20 22 5'-11- E 23 23 23 23 W.0- :26 28 26 26 <br />7 5-1-B NO- D 21 21 21 22 5-9 E 24 24 24 24 7-7 F 26 25 26 26 <br />7.5 2-10- B 9-7 0 21 21 21 21 57 E 24 24 24 24 r-r F 27 27 27 27 <br />8 24- 8 3-5- D 21 21 21 21 5-6 F 24 24 24 24 7-5•F 27 27 2727 <br />8.5 27 B 34' 0 21 21 21 21 54"F 25 25 25 25 7'4'F 27 27 27 27 <br />90 MPH EXPOSURE C or 105 M 'H EXPOSURE ! <br />3 4'-·10"8 9-9- C 18 20 22 23 7-1.- 0 19 21 22 24 9-60 E 21 23 ' 24 26 <br />3.5 4'-2-8 97 0 18 20 21 23 E-E'E 20 21 22 23 9-11- E 22 23 24 26 <br />4 5-7- 8 4'-9- C 18 19 21 22 E-9 E202022238'..8-FO222425 <br />4-5 5-2- B 4'4" 0 19 19 21 22 6'-2•F 21 21 22 23 8-4'F 23 23 24 25 <br />5 2>110' B 4'-1-0 19 19 20 22 9-11' F 21 21 22 23 8'-0-F 24242425 <br />5.5 2'7 B 3-10- D 19 19 20 22 5-9" F 22 22 22 23 7-9'F 24 24 24 25 <br />6 24- B 2,=7-0 19 19 20 21 57 F 22 22 22 23 7-7 F 25 25 25 25 <br />6.5 2'-2- B 34.D 19 19 20 21 545" F 23 23 23 23 7-40 F 25 25 25 25 <br />7 2'-1"8 3-2- D 19 19 20 21 57 F 23 23 23 23 T -2 F 25 25 25 25 <br />TABLE 5.2 TRIBUTARY W{DTHS FOR SINGLESPANATTACHED STRUCTURES <br />PROJECTION OF SINGLE SPAN STUCTURES (FT) <br />8 7 5 9· 10·11'12 13 14'15'16'170 18' 15 29 21' 22 <br />2 32 4 4.9 5' 5.5 6'6.5'7 7.5 13 8.5 9 9.5'10'10.5' 11' <br />3.5 4 45 5 5.5'6' 6.S 7 7.9 8' 8.8 9'9.5' 10' 10.5 11' 11.S <br />nua rda rda n/a nia 6.5 7 7.5 5 85 9 9.5 10·10.S 11•11.5 12 <br />nia Wa n/a rea nia Iva nia rea rda nta 9-5,10'10.5'11·11.5 12.1217 <br />nia .13 rda rwa n/a nia rda nia d Wa Na Wa da nia nia 12.5'13' <br />TABLE 5-3 Post Requirements TABLE 5A Post Requirements for <br />for Attached Sing[e Span Structures Muitispan and Freestanding Structures <br />Post Description Max POST Post Description Max Maximum posT Detail <br />Hgt CODE Detail Height Footing CODE <br />5 6'-3-B 6-5- B 20 20 20 21 7-6- <br />5.5 6'-2-8 6'« C 20 20 20 21 74 <br />6 5-8-B 5'€ C 20 20 20 21 7-1- <br />6.5 5'-2-B S-5" C 20 20 20 21 6'-10- <br />7 4'-10-B 5-2"C 20 20 20 21 6'-5- <br />7.5 4'-6-8 4'-11- C 20 20. 20 21 6'-r <br />8 403- 8 4 C 21 21 21 21 6%9 <br />8.5 4'-0-8 4·« C 21 21 21 21 60-3- <br />9 3-9-8 44- C 21 21 21 21 6'-2 <br />9.5 3.7 8 47 D 21 21 21 21 6--V <br />10 34'B 04' D 21 21 21 21 6-11- <br />GENERAL INSTRUCTIONS FOR THESE TABLES1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE <br />2. CHOOSE PROJECTION, WOTH AND OVERHANG OF UNIT3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SrI-E <br />(PARO UNKS USE 10 PSF MIN, COMMERCIAL UNITS <br />USE ZOPSF MIN)4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS <br />ADEQUATE CLEARSPAN FOR YOUR NEEDS- <br />5. DETERMINE TRI8UTARY WIDTH FROM TABLE 5-2 ORCALCULATE FROM TRIBUTARY DIAGRAM ON MUS*£*016. CHOOSE A HEADER FROM TABLE 5.9 7HAT HAS ADEQUATE <br />POST SPAC[NG.7. USE THE APPROPRIATE FOOTER SIZE SHOWN TABLE 5.9 <br />(PSF) <br />(in} <br />22 23 2S 40 <br />22 23 24 <br />22 23 24 <br />22 23 24 <br />23 23 24 <br />23 23 24 <br />24 24 24 <br />24 24 24 <br />24 24 24 <br />25 25 25 <br />25 25 25 <br />26 26 26 <br />26 26 26 26 <br />26 26 2G 26 B0 <br />26 26 26 26 <br />27 27 17 <br />22 24 25 27 <br />23 24 25 26 <br />24 24 25 26 <br />Z5 25 25 26 <br />25 25 25 26 <br />Z6 26 26 26 <br />26 26 26 OVER- <br />27 27 27 HANG <br />17 27 27 (FT) <br />28 ·28 28 <br />28 28 · 28 <br />28 28 28 <br />29 29 29 <br />29 29 29 <br />22 23 25 <br />22 23 24 <br />22 23 24 <br />22 23 24 <br />23 23 24 <br />23 23 24 <br />24 24 24 <br />24 24 24 <br />24 24 24 <br />25 25 25 <br />25 25 25 <br />26 26 26 <br />26 26 26 <br />26 26 26 <br />26 26 26 <br />b + N h 9 <br />21 56 Wi kii kil U, 5 4*851313C 21 21 21 22 10'-1" E <br />D 21 21 21 22 9-10- E <br />0 21 21 21 22 90-6. E <br />D 22 22 22 22 9'-3" E 2 <br />D 22 22 22 22 9-1. E <br />E 22 22 22 22 8'-10° F <br />E 23 23 23 23 84" F 1 <br />E 23 23 23 · 23 B'-6" F <br />E 23 23 23 23 80-40 F <br />E 24 24 24 24 8'-2- F <br />E 24 24 24 24 8'-7 F <br />8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN <br />TABLE 5.9 AND TABLE 5.3. UPGRADE THE POST IF THE <br />HEIGHT IS NOT SUFFICIENT.FREESTANDING AND MULTISPAN UNITS USE TABLE 5.49. FIND THE O/C SPACING OR#OFFASTENERS FORATTACHING N <br />15. USE THE APPROPRIATE DETAILS (MU01-MU120) <br />MR PATIO SLABS FOLLOW 1-6 FROM ABOVE THENEAB 7. DERERM[NE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.9SLAB 8·. USE-5PHESMALLER OFTHE POST SPACING ON SLAB OR HEADEE <br />SLABSK FOi!1111)* D·SFROM ABOVE <br />Twin 0.032301.50*1.5-Scroll 8' <br />Twin 0.062'kl.5'kl.5' Scroll 9' <br />0.024"x3"x3" Post w/Sideplat€ 12' <br />Alum 0.032x3 xy Lockseam 12' <br />Alum 0.040xh3' Lockseam 12 <br />Alum 0.055*xS'kr Ruled 12' <br />Steel 0.0433931<3' [-ockseam 12' <br />Alum 0.1209<35<3» Squar@ 10' <br />Alukn 0.12024'*4' Square 12' <br />Steel 3/16-%323-15' <br />Steel 1/4b<3'xy 15' <br />Steel 3/16'b<4"x4 15' <br />Steel 3/16%<555'15' <br />A Muloo Steel 0.043"*323" Lockseam 8'd = 21"E MU89 <br />B MU·100 Aium 0.120-*393 Square 10' d =22"B MU96 <br />B MU98 Alum 0.120"xny Square W d = 24=C MU96 <br />C MU89 Alum 0.120%4*x4- Square 10' d =27.E MU50 <br />D MU89 Alum 0.120™4*x4" Square 8' d = 29"E MU50 <br />E MU95 .Steel 3/16'te-*3»12' d =28"E MU93 <br />F MUSS Steel 1/4'D<313 12' d =30°E MU93 <br />G MU96 Steel 3/165(4'44-15' d =28"G MU93 <br />H Mu50 Steel 3/16'Wl-*4"12' d =31"1 MU93 <br />1 ul}93 Steel 3/16"x5-x50 15'd= 34"H MU93 <br />J MU93 Steel 3/163<57*5°1Q' d =38"J MU93 <br />K MU93 <br />L MU93 mETHLS U S A <br />BUILDING PRODUCTS <br />2440 Albright <br />Houston, TX 77017 <br />(713) 946-9000 <br />Carl Putnam, P. E. <br />3441 Ivyiink Place <br />Lynchburg, VA 24503cariputnam@comcastne <br />DEC 5 2011 <br />SLAB 10'. FFOR TVUDPOST-STHRWCTWRES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES <br />f <br />990?E 0464 <br />C 81 9 <br />. 0- 15 * <br />1 1L * <br />< F LRO <br />JUN 12 2013 <br />* LICEN*6.·1 9 <br />-/1 <br />VIL <br />OFCAL\FOA <br />ICC ESR 1953 (2009 IBCJ 12/5/2011 <br />Patie 50 of 101