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SOLID COVER 5.0 POST SPACINGS FOR PATIO AAE) COMMERCIAL COVERS IN 90 MPH WIND AREADBL- 0.043,0-XT Steel Elam (Detail MU120) Double 0.1203<3-x3».(MU120) <br />TABLE 5.10 Anached Freestanding m 'Attached Freestandktg ot <br />SDUctlge Multispan Units Sbucture Multispan Units <br />i GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH <br /> SNOW WIDTH SPACING RECD POST MN fOOTER 8 | 12 | 15 POST ARN FOOTER E | 12 | 15 <br />LOAD (Fl) ' ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTIWNED FOOTE] <br />FT) SLAB (FT) TYPE ·(r Id- 1 -d. | Id.(FT) TYPE «cr 9 | 9 | V <br />{in) R) 1 (in) i (In)fin) (in) (in) (in) <br />90 MPH EXPOSURE B <br />5 7-1 5 19-1- E 23 24 27 28 9-6- D 2223.2628 <br />5.5 6-9 8 9-9- E 23 24 26 28 . 9-2 D 23 23 26 28 <br />6 : 5-11- . 8 7-6- E 24 24 26. 28 - 8'-11-E 23 23 · 26 28 <br />' 155 5%8 1-3- E 24 24 26 · 28 84* 8 24 24 26 28 <br />7 5-1-8 94- E 21 24 26 28 8'-5- E 24 24 26 27 <br />75 4'-9•B 510- E 25 25. 26 28 E-3- E 24 24 26 27 <br />8 4,-e 8 87 F 25 25 26 28 8*-1' E 25 25 25 27 <br />8.5 4-9 B E-5- F 25 25 26 27 7-11- F 25 25 25 27 <br />9 3-11-B 87 F 26 26 26 27 7-9' F 25 25 25 27 <br />9-5 54 8 87 F 26 26 26 27 7%8- F 26 26 26 27 <br />10 3-%B T.9- F 26 26 26 27 e· 5 26 26 28 27 <br />10.5 3·4"B 77 F 26 26 26 27 7-2 F 26 26 26 27 <br />11 3'-2.8 7€" F 27 27 27 27 7'-r F 26 26 26 27 <br />11.5 5-10 8 T-y F 27 27 27 27 r-r F 27 27 27 27 <br />12 2-11 8 7-1- F 27 27 27 27 7--1· F 27 27 27 27 <br />13··ze 8 5-10' F 27 27 27 27 E-10- p 27 27 27 27 <br />90 MPH EXPOS{nE C or 105 U nt EXPOSURE B <br />5 7-1-8 9% E 25 0 26 29 31 9'-1' E 25 25 28 30 <br />5.5 E-W B 9-5= E 26 26 29 31 8·-10- E 25 25 28 30 <br />6 9-11-8 9-2-E 26 26 28 30 8'-7 E 26 26 28 30 <br />65 5'-5-B E-11- F 27 27 28 30 8'-4- E 23 26 28 30 <br />7 54-B e€ F 27 27 28 30 5-Z' E 27 27 25 30 <br />75 42 8 2-6- F 28 28 28 30 7-11• F 27 27 28 30 <br />8 4%5-B E-2» F 28 28 28 30 T.Er ¥27 27 28 29 <br />8.5 4 47 B 8'-0- F 28 28 28 30 77 F 28 28 28 29 <br />9 5-11-8 77 F 28 28 28 29 7% 5 28 28 28 29 <br />9.5 8 r€ F 29 29 29 29 Tf F 28 28 28 29 <br />10 31-6-8 74- F 29 29 29 29 7-3- F 29 29 29 b <br />10.5 5-4-8 7-2- F 29 29 29 29 M= F 29 29 29 29 <br />11 9-2"8 7-0- F 29 29 29 29 7% F 29 - 29 29 29 <br />11.5 3·-1·8 6%10- F 30 30 30 30 6·-11· F 30· 30 30 30 <br />90 MPH EXPOSURE B <br />g (pss <br />20 <br />LIVE <br />LOAC <br />ONU <br />20 <br />25 <br />1 <br />Double 0.120'>(474- (A U120) <br />6 Attached Freestanding o; <br />Structure Mumspan Units <br />UAX MUPOSI- LENGTH GROUND TRE F <br />POST -4 FOOTER 80 12 | 15' SNOW WIOTH SP <br />SPACING POST SLZE CONSTRAINEDFOOTER LOAD (FT) 01 <br />(Fr) TYPE Y V | 'd' | -6-(PSF) <br />On} 1 (in) 1 on) <br />90 MPH EX <br />127 E 25 25 ' 27 29 40 5 <br />1264- F 25 25 27 29 5.5 2 <br />12*F 26252728 6 <br />11'% F 26 26. 27 28 6.5 : <br />11'4• F 26 26 26 28 7 <br />11'€ F 27 27 27 28 7.5 2 <br />19-11' F 27 27 27 25 8 1 <br />10'-8- F 28 28 28 28 8-5 <br />13% F 2&28 28 28 9 : <br />1 1% F 28 28 28 28 9.5 3 <br />10'-1- F 29 29 29 29 10 : <br />9-11- F 29 29 29 29 10.5 : <br />9-10-F 29 29 29 29 90 MPH EXI <br />9€ F 29 29 29 29 60 5 2 <br />9.e F 30 30 30 SO 5-5 6 <br />945- F 30 30 30 30 6 <br />6-5 ; <br />12-3' F 27 27 29 31 7 4 <br />11·-11- F 28 28 29. 31 7.5 : 1 <br />11·-7 F 28 28 29 31 8 1 <br />117 F 29 29 29 31 8.5 1 <br />11·-0" F 29 29 29 30 9 1 <br />10-5 F 30 30 30 30 <br />10-6- F 30 30 30 30 OVER- <br />104- F 31 31 31 31 HANG <br />10-1- F Sf 31 31 31 (Fr) 6· <br />9-11- F St 31 31 31 9 9 i <br />9'-9- F 32 M 32 M 1' 32 <br />9-7- F E U 32 32 7 Wa I <br />94 F 2 32 32 2 3' Wa 1 <br />F 33 33 33 33 4 6 <br />DE,L O.Oa'h323- Steel Beam (Detail MU12O) <br />TABLE 5.10 Atiached Freestanding ot <br />Structure Multispan Units <br />OST POST MAX MAX POST LENGTH <br />AGING REQD POST MIN FOGrEER C 12 15' <br />1 SLAS FOR SPAaNG POST SiZE CONSTRNNED FOOTE; <br />IFT) SLAB Cfr) TYPE -cr .d. 1 -cr V <br />en) Cm) 1 On) 1 Cm) <br />POSUREC or 105 Arm.EXPOSURE b <br />8 8'-8- F 24 25 28 30 <br />MT- 8 8'-5' F 25 25 28 30 <br />1-7- 8 B'-1- F 25 25 28 30 <br />r# B ¥25 25 28 29 <br />M- B 74- F 26 26 27 29 <br />'-10- B 77 F 26 26 27 29 <br />7-8- B 7-0-F 26 26 27 29 <br />8 6-1[r F 27 27 27 29 <br />B h-7-27272728 <br />KG- 8 6'-5'27 27 27 28 <br />r.2' B 6'-3-P 27 T 27 28 <br />B 5-1- F 28 28 28 28 <br />POSUaE C or 105 APH EXPOSURE B <br />211- B 7-10" F 23 25 28. 29 <br />'-7 8 7-2 F 24.24 27 29 <br />'4 B 7-2- ·F 24 24 27 29 <br />B 811' 9 25 25 27 29 <br />B 5-8- F 25 25 27 29 <br />-11- El 54*F 25 25 26 28 <br />'.9.8 67-2- F 25 25 26 28 <br />•48"8 ¢40" F 26 26 26 28 <br />Na-B 5-1(r F 26 26 28 28 <br />TABLE 5.2 TRIBUTARY W,THS FORSINGLE SPAN <br />PROJEC11ON OF SINGLE SPAN STUCTU <br />r 81 % 10' 11'12'15 14' <br />15-4 4.9 9 5S 5 6.5 7 <br />49 9 52 5 68 7 7.9 <br />IM ' na Wa nA, 6.5 7 7-9 8 <br />Wa nA,rda n/a fda Ka rda rita <br />Va n,6 nia Wa a nh rda n/3 <br />Double 1.120'kyxy NU120)Double 0.120%41*4- <br />Attached Freestanding 01 Attached <br />Stucture Mullispan Units Structure <br />MAX MAX POST LENGTH MAX <br />POST N %018 8' 12 | 15 POST MIN FOOTER <br />SPACING POST SIZE CONSTRAIFED FOOTERSPACING POST SIZE <br />(FT)TYPE -cf V j Y -d»(FT) TYPE · <br />On) On) On) {in} <br />E-T E 24 25 28 30 ' 11'-7 F · 26 <br />7-11- F 24 25 28 29 .1018. F 27 <br />7.e·F 2525 27 29 10'A- F 27 <br />7*F - 25 25 27 29 19-1- F 28 <br />r.y F 26 26 27 29 9-10» F 28 <br />7-1-F 26 26 27 29 9-7- F 29 <br />7"-a'F 26. 26 27. 29 9-5- F 29 <br />€-10,FITI?27299-2,F 30 <br />e.g·F 27 27 27 29 9-7 E 30 <br />9-7 ¥ 27 27 27 28 8'-107, F 30 <br />re F 28 28 28 25 67 F 31 <br />04- 9 28 28 28 288'-7°F.31 <br />7-6- F 23 24 27 29 19-1• F 26 <br />F 24242729 9-10' F 26 <br />7-1-F 24 24 27 29 9€ F 27 <br />6-100 F 24 24 27 29 9-5 F 77 <br />6-8-F 25 25 27 29 94*F 27 <br />¢-r F 25 25 27 28 8-10' F 28 <br />Ee F 26 26 26 28 8-8' F 28 <br />€ 3-F 26 26 26 28 E-6' F 29 <br />8-2" F 26 26 26 28 8&-4- G 29 <br />ATTACIED STRUCTURES <br />RES (FT) <br />15' 160 17 18' 19 2 21' 22 <br />75 8 25 6' 9-5 10'10.5'11' <br />00 8.5 9 95 10'10.9 11'119 <br />85 9' 95 10 105 11'112 12 <br />Wa 9.5' 17 TO.5 11'11.S 17 12.5 <br />03 rda n/a rda n/3 Wa 12.9 13 <br />MU120) <br />Freestanding 01 <br />Multispan Units <br />MAX POST LENGTH <br />8 | 17 [ 15 <br />CONSTRAINED FOOTER <br />26 29 31 <br />27 28 30 <br />27 . 28 30 <br />28 28 30 <br />28. 28 30 <br />29· 29 30 <br />29 29 30 <br />30 30 30 <br />30 30 30 <br />30 30 30 <br />31 31 91 <br />31 31 31 <br />26 28 30 <br />26 28 30 <br />27 28 30 <br />27 28 29 <br />27 27 29 <br />28 28 29 <br />28 28 29 <br />29 29 29 <br />29 29 29 <br />-e <br />On) On) 1 (n) 1 (in> <br />5 Er-4-8 10'-1" E 23 24 27 28 9'-6-D 22 23 26 28 12-9 E 25 25 27 29 TABLE 5.3 Post Requhuments TABLE 6.4 Post Requiements for <br />S.5 €7-2-8 9'-9' E 23 24 26 28 97 E 23 23 26 28 129- F 25 25 27 29 for Attached Single Span Structures Multispan and Freestm,ding Struchlms <br />6 5'-8"B 9-6- E 24 24 26 28 8011" E 23 23 26 28 174" F 26 25 27 28 Post Description Max POST Post Description Max Maximum POST Detail <br />65 5-2-8 9-3' E 24 24 26 28 8'« E 24 24 26 28 11'-8" F 26 26 27 28 Hgt CODE Detail Height Footing CODE <br />7 4-10'B 94* E 24 24 26 28 <br />7.5 4'-6 8 8'-10-F 25 25 26 : 28 <br />8 4·-r 8 8-8- F 25 25 26 28 <br />8.5 4'-00 8 8'-e F 25 25 26 27 <br />9 309=B 8%2- F 26 26 26 27 <br />9.5 307-8 E-0- F 26 26 26 27 <br />10 30-4- B 7.5- F 26 26 28 27 <br />10.5 2-7 B r-r F 26 26 26 27 <br />11 34-8 74- F 27 27 27 27 <br />11.5 2'-11"8 7%3• F 27 27 27 27 <br />12 2-10-B 7-1- F 27 27 27 27 <br />GENERAL INSTRUCTIONS FOR THESE TABLES <br />CHOOSE FREESTANDING OR ATTACHED STRUCTURE <br />5-9 E 24 24 26 27 11%50 F 26 26 26 28 <br />81 E 24 24 26 27 11'-2 F 27 27 27 28 <br />8,-10 f 25 25 25 27 10-11' F 27-27 27 28 <br />7-11- F 25 25 25 27 100-8- F 28 28 28 28 <br />7-9-F 25 25 25 27 10'-6" F 28 28 28 28 <br />74' F 26 26 26 27 17« F 28 28 28 28 <br />7% F 26 25 26 27 10•-1' F 29 29 29 29 <br />7-5' F 26 26 26 27 941" F 29 29 29 29 <br />7-3- P 26 26 26 27 9-100 F 29 29 29 29 <br />77 F 27 27 27 27 9-8- F 29 29 29 29 <br />T-1- F 27 27 27 27 9€ F 30 30 30 30 <br />8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN <br />Twin 0.032'>,1.5'*1.5- Scrcil 8' A <br />Twin 0.06291.5'bd.5- Scroll 9' B <br />0.024-*3=*3" Post w/Sideplate 12 8 <br />Alum 0.03223'*3" Lockseam 12 C <br />Alum 0.040-xyk3' Lockseam 12' D <br />Alum 0.055'335£3' Fluted 12 E <br />Steel 0.043-xy*3- Lockseam 12' F <br />Nom 0.120232,3- Squate 10* G <br />Alum 0.120'*45<4- Square 12' H <br />Steel 3/103'*3'15' I <br />Steel 1/4"xyxy 15' J <br />Steel 3/1644"x4•15' <br />Sleel 3/160*5"x5'15' <br />Steel 0-043"xne° Lockseam 8' d = 21" E <br />Alurn 0.120-xyxy Square 10' d = 27' B <br />Aturn 0.120'*31<3' Square 8' d- 24' C <br />Alum 0.120'1474-Square 10' d=2r E <br />Alum 0.120'x4'5<4-Square 8' d =29' E <br />Steel 3/16'*310'12' d =28' E <br />Sleal 114*37,¢3"12' d = 30' , E <br />Stee! 3/10474-15' d = 28" G <br />Steel 3/16=xat'12'd = 31" 1 <br />Steel 3/16"x5'xfy 15' d <br />Steel 3/16*595-10' d <br />2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT <br />3. DETERMINE WIND AND LIVE ORSNOW LOAD OF STRUCTURE 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 YOUR NEEDS. <br />6. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR <br />CALCULATE FROM TRIBUTARY DIAGRAM ON MUSAGNO1 <br />6. CHOOSEA HEADER FROM TABLE 5.10 THAT HAS ADEQUATE <br />POST SPACING. <br />7. USE THE APPROPRIATE FOOTER SIZE SHOWN TABLE 5.10 <br />ICC ESR 1953 (2009 IBC) 12/5/2011 <br />K MU93 <br />L MU93 =mini s il 11TABLE 5.10 ANDTABLE 5.3. UPGRADETHE POST IF THE <br />HEIGHT IS NOTSUFFICIENT. <br />FREE5rANDING AND MULTISPAN UNrrS USE TABLE 5.49. FIND THE 0/C SPACING OR#OFFASTENERS FORATTAC}11NGTO WALL FROMTABLE 7.5 AND/OR 7.7 <br />10. USE THE APPROPRIATE DETAILS (MU01-MU120) <br />FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THENSLAB 7. DETERMINE MAXIMUM POSTSPACING ON SLAB FROM TABLE 5.10SLAB 8. USE THE SMAUER OF THE PO5r SPACING ON SLAB OR HEADER POST SPACING <br />SLAB 9. FOLLOW 9-10 FROM ABOVESLAB 10. FORTWO POSTSTRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES <br />Page 52 of 101 <br />= 34-H MU93 <br />= 38"J MU93 <br />BUILDING PRODUCT& <br />2440 Albright <br />Houston, TX 77017 <br />(713) 946-9000 <br />Cad Pinnans P. E <br />3441 Ivylink PlaceLynchburg, VA 24503 1.1 - 93cariputnam@comcast.net A' \