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SOLID COVER 5.0 POST SPACINGS FORPATIOAND COMMERCIAL COVERS IN- 90 MPH WIND AREA <br />0.0427330 Box Beam (Detail MU76)Double 0.042"*378" Beam (Detail MU113) <br />TABLE 5.1 Attached Freestanding 0,Allached Freestanding 01 <br />Structure Multispan Units Structure Multispan Units <br />EGROUND TRIB POST POST MAJ<:AAX POST LENGTH WO<UAX POST LENGTH <br />F, SNOW W[OT-H SPACING RECO POST MIN FOOTER E 10' 12 posT ual Rnfal= E | 10 12 <br />(FT) ONSLAB FOR SPACING PO5r SCZE CONSTRA,NED FOOTER SPACING POST UZE CONSTRAINED FOOM(FT> SLAB' (FT) TYPE 'TYPE <br />Double 0-040-€*6.625' Beam (Detal MU113) <br />Attached Freestanding 01 <br />SDucture Ntispan Units <br />MAX .MAX POSr LENGTH GROUND <br />POST MIN FOOTER E | 10 | 12 SNOW <br />4 SPACING POST SUE CONSTRAINEDFOOrER LOAD <br /> (PSF) <br />20 <br />WVE <br />LOAI <br />ONLA <br />20 <br />25 <br />¥ <br />On)(in) (in) <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 19 <br />18 18 <br />18 18 20 <br />18 18 20 <br />18 18 19 <br />ARMAR+5*&228 2 <br />V <br />25 <br />24 <br />124 <br />11'-7 <br />(Al <br />28 11'€ <br />27 10-5 <br />27 941 <br />27 <br />&* W N <br />¥ <br />00) C•') 1 <br />20 24 40 <br />24 <br />60 <br />28 <br />28 <br />28 <br />24 <br />%! t! 8: 0 01 W W ge Si oN U M M 01 <br />Mautlp: W.Dtbtbt@'UN blubtatb!&:DIUMN# <br />25 <br />25 <br />24 <br />24 <br />0.042**30*87 Box Bea n· (Detail MU76) <br />TABLE 5.1 Atiached Freestanding or <br />Structure Multispan Units <br />TRE POST POST MAX UAX POST LENGTH <br />WI[mi SPACING REQD POST MiN FOOTER 8 | 10' 12'(Fr> ON StAB FOR SPACNG POST SIZE CONSTRAINED FOOTEE <br />(FT> SLAB (FI) TYPE Y 1 -d» <br />(in) 1 (h} <br />24 25 <br />23 25 <br />23 24 <br />22 24 <br />22 23 <br />22 23 <br />21 23 <br />21 23 <br />21 22 <br />21 22 <br />21 22 <br />20 22 <br />23 <br />22- <br />22 <br />22 <br />M WARAARRAA <br />Gn) 01} <br />Double 0.042*3518- Beam (Detail MU113) Double 0.040'kn6.€25- Beam (Detail MUI 13} <br />Attached Freestandbg 01 Aitached Freestanding oi <br />Structure Muspan Units Structure Multispan Unds <br />UAX MAX POST LINGT111 MAX MAX POST LENGTH <br />POST MN FOGral * | 10· | 12' POST UN FOOTER W 10 | 12'SPACING POST SIZE CONSTRAINED FOOTERSPACTNF POST SIZE CON5rRAINED FOOTER <br />(FT) TYPE <br />TYPE I <br />«n) (in) <br />29 8-11 <br />25 27 28 <br />25 26 28 74 <br />24 26 27 6'-11 <br />24 28 27 e.*r <br />24 25 27 <br />23 25 26 <br />23 25 26 <br />23 24 26 5-7 <br />23 24 25 40-11' <br />23 24 25 <br />24 24 25 <br />25 27 Z8 7-8- <br />24 26 27 <br />24 25 27 6'-5' <br />23 25 26 5-11- <br />23 25 28 5€ <br />23 24 2S 9-2 <br />22 24 25 4-10. <br />22 24 25 4-7 <br />22 23 25 4'-4- <br />R;WRI NY &2 N W tti @mtitit: W Mt:ki N90 NIPH·EXPOSURE B <br />90 MPH E<POSURE C 0,105 M°M EXPOSURE I <br />3.,11 '110-8 6-11- A <br />'C 21 25 C <br />3 77 8 4-11- B 17 22 94- . D <br />D 21242627 <br />15 W.2 867-2*A 'D 2125 <br />C 20 23 <br />35 69- B 4'-4-8 17 22 8'-10* - D <br />0 21 24 26 27 <br />4 8'-11-B 9-6- B 24 10'-8- 0 - 21 24 <br />C 21 23 <br />4 5-6- 8 30-10-5 17 21 8-1- D D 21 24 25 26 <br />4.5 7-11 <br />23 9-11- D 22 24 <br />D 21 23 <br />45 4*4- B 5-6- B 17 21 <br />7'€ E ' 0 22 23 25 26 <br />B ff B <br />5 7-1'B <-e B 23 9-3- 0 22 - 23 25 26 +6" D 21 22 24 <br />5 44 8 341 8 17 21 6--11- E <br />D 22 23 24 26 <br />5.5 6'€-8. 4'-7 B <br />23 Wa» D 22 23 25 26 -0- 0 22 m 23 <br />5.5 5-11- 8 7-11'B 17 20 6'-69 E <br />E 22 . 23. 24 25 <br />6 5-11»B 40-0- B n tzy D 23 23 24 26 7-7- 0 22 22 23 6 5-7- 8 2'-8-B 18 20 <br />6'-1' E E 22 22 24 25 <br />6.5 9-5-B y.2 B <br />22 7-10' E 23 23 24 25 T-3- 0 22 22 23 <br />6.5 7-r B Z-e B 18 20 5% E <br />E 23 23 24 25 <br />7 5.10'B 5-6- B <br />22 7-2 E 23 23 24 25 €-11-D n = 23 7 9-1-8 7-4- 8 18 20 ST E <br />E 23 23 23. 25 <br />7.5 E-Er 8 3*-7 8 22 7-1- 8 23 23 24. 25 Ar D 23 23 23 7.5 7-10- 8 7-7 8 18 19 9-1- - E E 23 23 23 25 <br />8 41- 6 3-1- B .21 E-9- E 23 23. 23 25 6'-* E 23 23 23 8 7-8- 8 2-1'B 18 19 4'-10» E <br />E 23 23 23 24 <br />8.5 4'-2-B 2-11- 8 21 ee E 23 23 23 24 6'-1- E 23 23 23 8.5 2'6- B 1·-11• 8 18 19 4% E <br />E 23 n 23 24 <br />9 3'-11 8 Zur B 21 6%2- E 23 23 23 24 9-lor E 23 23 23 90 MPH EXPOSURE C or'105 APH EXPOSCRE D <br />9-5 8 7-8- B 21 9-11" E 24 24 24 24 St E 23 23 23 3 4-10- . B 41r B 16 21 84' E <br />D 20 24 25 27 <br />10 S€'8 2-6- B 21 · 5-9-E 24 24 24 24 5-T E 23 23 23 3.5 40-2-8 30-6- B 16 21 7-6- E <br />D 20 23 25 26 <br />11·3 -7 8 2'-4- B 21 5-4- E 24 24 24 24 5-1 "E 24 24 24 .4 3-7 8 3.1.8 16 · 21 6--10- E <br />E 20 23 24 26 <br />90 MPH EXPOSURE- C or 105 M ) EXPOSURE B <br />4.5 3-T 8 2'-10- 8 16 20 e.¥ E <br />2 21 22 24 25 <br />3 11'-10-· B 6** 8 18 24 25 26 11'-10* D 23 27 29 30 . 10'4- C 2 .2527 5 2'-110 B 2-7 B 16 20 5'-10- F <br />E 21 22 24 25 <br />3.5 10-2 8 5-7- 8 19 23 24 26 10·_10' 0 23 26 28 29 9-10- C n 25 27 5-5 2-7 8 74 B . 16 20 94- F <br />E 21 22 23 25 <br />4 W-le 8 5-1- - 8 19 22 24 25 9'-11' D 24 26 28 29 9-10 0 23 25 26 6 ZE 8 2-2- B 16 19 9-1- F <br />E 21 22 n 24 <br />45 T-110 8 47 8 19 22 24 25 9-3" D 24 25 27 29 re D 23 24 26 6.5 2-2- 6 20-0"8 16 19 47 F <br />E 21 21 23 24 <br />5 7-1'B 4'-2-8 19 22 23 25 81- D 24 25 27 28 7'-11- 0 24 24 25 7 ·7-1-8 1%10' B 16 19 0.5- F <br />E 22 n 2324 <br />5.5 67 B 3-11- B 19. 21 23 24 8%1- E 24 25 26 28 N" D 24 24 25 <br />6 5%11-B 3'-r B 19 · 21 23 24 7-8- E 25 26 26 27 7-1-D 24 24 25 . TABLEU TRmUTARY WI)™S FORS1NGLE SPAN ATTACHED SlRUCTURES <br />65 5'-5-B 3'-4' 8 19 21 22 24 7-3- E 25 25 26 27 6'7 0 24 24 25 PROJECTION OF Se,GLE SPAN STUCTURES (m <br />7 9-1-8 3-2" 8 19 21 2 23 6%10' E 25 25 25 27 5-9 E 252525 ers'10' 11' 12'13' 14 15 16'17 18:19•27 21' 22 <br />75 82'-fl'819202223 60-6- E 25 2S 25. 27 €-10 5 25 25 25 31 19 4 4.5 5.5'6- 6.9 7 7.5'8.9 9'9.5 100 10.5 11' <br />8. 4'4 B 2-9- 8 19 2022236'«2252525 26 5-10" E 25 25 25 39 4 45 5 5.5 5 6.5 7 7.9 8.9 9 98'10'105 11'113 <br />8.5 4'-2 8 2'-8" 8 20 20 21 23 9-11- E 26 26 26 26 5-80 E 25 25 25 <br />rea rea nta n# Es 6.5 T 72 E 8.5 5 92 10 102 11'11S 12 <br />9 5-11-8 2-6 8 20 20 21 23 5'4 5 26 26 26 26 5%5" E 25 25 25 <br />rva IVa nia flt/a n/h,Va 113 40 n./a ria 9-5 10.10.5 11'11.9 12 12.5 <br />9.5 B Ze B 20 20 21 22 5-€ E 26 26 25 26 51 E 25 25 25 nia nia rh rl/a rva Na Wa Wa nh Wa nia rda nta 12.5 13 <br />90 MPH EXPOSURE B <br />3 11•-C B 6'-11' A 17 22 23 25 12-8- C 21 25 27 28 11'-5- C 20 24 25 TABLE 53 Post·Requirements TABLE 5A Post Requirements for <br />3.5 97- 8 6'-2- B 17 21 23 24 11'7 0 21 25 26 27 e ( 20 23 25 <br />for Attached Single Span Structures Multispan and Freestanding Structures <br />4 836'8 5-6- B 17 21 22 24 104- D 21 24 26 27 ,-8- C 21 23 24 .Post Description Max POST Post Description Max Maximum poST Detail <br />4.5 -re B 501'B 17 21. 22 23 9-11" D 22 24 25 27 9'4 0 21 23 24 <br />Hgt CODE Detail Height Footmg CODE <br />5 E-¥8 44* B 18 20 m 23 94. <br />55 5-2 6 4'-3-B 18 20 21 23 80-9. <br />6 5Mr B <-4 8 18 20 21 22 813' <br />65 E-T 8 5-7 8 18 19 21 22 7,_lo· <br />7. 4%10•8 3'-6- 8 18 19 21 22 74 <br />7.5 4'-6-B 5-3- 8 18 19 20 22 7-1- <br />8 47 B 7-1•B 18 19 20 21 9-7 <br />85 407 8 2-11- 8 18 19 20 21 6'-6- <br />9 3'2 8 2'-9- 8 18 18 20 21 6'-2- <br />9.5 T.T 8 208- B 18 18 20 21 6-11- <br />10 74 8 2-6' B 18 18 20 21 5-9- <br />GENERAL INSTRUCTIONS FOR THESE TABLES1. CHOOSE FREESTANDiNG ORATTACHED STRUGTURE <br />Z CHOOSE PROJECTION. WIDTH ANDOVERHANGOF UNLT3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURESITE <br />(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS <br />USE 20PSF MIN)4. CHOOSE A PANEL FROM SECnON 4.0 THAT HAS <br />Anini ]ATA r: I.Al,QDAM =110 V,11 In Al=.Ant <br />D 2 23 25 26 5·-Er D 21 22 24 <br />D 22 23 25 26 8-0' D 22 22 23 <br />E 23 23 24 26 7-7 . D 22 22 23 <br />E 23 23 24 25 7-3- D 22 22 23 <br />E 23 23 24 25 6'-11" D 22 22 23 <br />E 23 23 24 25 6-r E 23 23 23 <br />E 23 23 23 25 60-4- E 23 29 23 <br />6 23 23 23 24 E-1- E 23 23 23 <br />E 23 23 23 24 5'-10' E 23 23 23 <br />E 24 24 24 24 9-8'E 23 23 23 <br />E 24 24 24 24 9-5- E 23 23 23 <br />8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWNTABLE 5.1 AND TABLE 5.3. UPGRADE THE POST IF THE <br />HEIGHT IS NOT SUFFICIENT.EREESTANDING AND MULTISPAN UNITS USE TABLE 5.49. FINiall,E 0/C SPACING OR#OF FASTENERS FOR ATTACHINC10. WESE THE APPROPRIATE DETAILS (MU01-MU120) <br />140 0.032'xl.591.5• Scroo <br />Twin 0.062*1.531.5- Scroll <br />0.02493*3- Post w/ Sideplate <br />Alum 0.032'*353» Lockseam <br />Alum 0.040'b<3-*3' Lockseam <br />Alum 0-055-*Ad' Fluted <br />-Steel 0.043*3"*3" Lockseam <br />Akim 0.120'*35(3- Square <br />Alum 0.1204'*4- Square <br />Steel 3/16™3-*3' <br />Steel 1/4*33' <br />Steel 3/16"x42(4' <br />Steel 3/1695"x5' <br />A Mu100 Steel 0.043-*3'Q Lockseam 8'd= 21- E <br />B Muloo Alum' 0.120'*3'xy Square 10' d = 22- B <br />B Mugs Alum 0.120'ky-Squam W d = 24' 0 <br />C MU89 AIum 0.120'*494'Square 10' d = 27' E <br />D MU89 Aktm O.120"x4'W Square 8' d = 29" E <br />E Mugs Steel 3/1650"xy 12 d = 28" E <br />F Mu89 .Steel lM-xyxy ,17 d= . 30- E <br />G MOM Steel 3#16*64*15'd - 28" G <br />H MUSo Steel 3/16'knd'12'd = 31 1 <br />1 MU93 Steel 3/16*535'15 d=H <br />J MU93 Steel 3/16'*595'10' d =38" J <br />s usr <br />BUILDING PRODUCTS <br />2440 Albrighl <br />Houston. TX 77017 <br />ARJ89 <br />MU96 <br />MU96 <br />MU50 <br />MU50 <br />MU93 <br />MU93 <br />MU93 <br />MU93 <br />MU93 <br />MU93 <br />1 <br />52 <br />442 1 630-2 5 * <br />i 1 013 <br />DEC 5 2011 <br />K MU93 <br />L Mu93 <br />5. 02!ERMINE TRIBUTARY WIDTH FROM TABLE 52 OR <br />CALCULATE FROM TRIBUTARY DIAGRAM ON MUSAGN01 <br />6. CHOOSEA HEADER FROM TABLE 5.1 THAT HAS ADEQUAIE <br />POST SPACING. <br />7. USE THE APPROPRIATE FOOTER SIZE SHOWN TABLE 5.1. <br />FOR RATIO SLABSIR21LLOW 1-6 FROM ABOVE THENSUB 7. DETERMINE MmiMUM POST SPACING ON SLAB FROM TABLE 5.1898. USETEESMALIEROFTEEPOSTSPACING ON SLAB ORHEADER POST SPACING <br />SUB 9. FOLLOW 9-10 FROM ABOWESl.AB 10. FORTWO POST STRUCFUREJUSETAKETIONSMEET U3 FORSLAB REQUIREMENTS INSTEADOF THESE TABLES <br />(713} 946-9000 <br />Cart Putnam, P. E <br />3441 tvy:ink Place <br />Lynchburg, VA 24503 <br />cariputnarn@comcasinel <br />ICC ESR 1953 (2009 IBC) 12/5/2011 <br />Page 40 of 101