10180120_1125 N. JACKSON - Plan (2)

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SOUD COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90: MPH WIND AREA'0.043-*3'k3- Steel Loctseam (Detail MU89) 0.120'ja'x3' (MU96)0.1209"xr (M050) TABLE 5.9 Attached Freestandjng ot Attached Freestanding o:Attached Freestanding 01 Stn,cline Mutffspan Units Structure Multispan Units Structure Mumspan units GROUND TFUB POST POST MAX MAX POST LENGTH MAX MAX POST LEN¢nt MAX MAX POST LENGTH F. SNOW WIDTH SPACING REOD POST MIN FOOTER W | 10' 12' | POST MiN FOOTER e | 10' | 12 POST MIN FOOTER E [ 19 | 12'(FT) ON SLAB FOR SPACING POST SIZE CONSTRAINEDFOOTER SPACING FOST SIZE CONSTRA!NEDFOOER SPACING POST sizE CONSTRAINED FOOTBR (FT>SLAB (FT) TYPE (Fll TYPE Cfr) TYPE: 0 90 MPH EXPOSURE B 20 3 11'-10- . B 8'-17 8 10 20 21 · 23 8-11• B 18 20 21 23 12-0- C LIV 35 10-2»8 8-1- 8 19 20 21 n 8-9 5 19 20. 21 22 · 11•-5- C LOAD 4 9-11•B T·« B 19 19 21 22 8-1- B 20 20 21 22 17-17 D ONLY 45 7-11-8 5-11" 8 19 19 20 22 7-5- C 20 20 21 m 10-6* D 5 7-1'8 64- 6 20 20 20 21 r-r C 21 21 21 22 10'-1- E 5.5 ¢-9 8 6'-0- C 20 20 20 21 7-3- C 21 21 21 22 9-10- E 9-11- 8 5-8- C 20 20 20 21 7-1. D 21 21 21 22 9-6- E 6-5 8 5.5- C 20 20 20 21 6'-10- D 22 22. 22 22 9-3- E 7 9-1-B 5-2' C 20. 20 20 21 82 0 22 22 22 22. 9-1- £2424 7.5 4-7 B 4-11- C 20 20 20 21 6'-7- D 22 22 22 22 t-10- E 25 25 8 4·47 6 4'-8- C 21 21 21 21 6%6· , E 23 23 23 23 eX F 25 25 8.5 4'-2 B f-6-C 21 21 21 21 6'-3- E 23 23 23 23 5-5· E 26 26 9 3'-11-B 4'-4- C 21 21 21 21 52 E 23 23 23 23 8'A-F 26 26 9.5 3'-8-B 4'-2- C 21 21 21 21 6--1-E 24 24 24 24 8'-2- F 26 28 10 74-8 4'-0-C 21 21 21 21 5-11-E 24 24 24 24 8-0- F 26 26 11 9-2 8 3'-9- . D 21 21 21 21 54- E 24 24 24 24 7¥ F 27 . 90 MPH e<POSURE C or 105 TH EXPUSURE B 20 3 11'-10- 0 5-4 8 20 21 23 24 87 6 20 22 23 24 11·-7 C 0 24 15 10-2-B 7-6- B 21 21 23. 24 E-7 8 21 21 23 24 11'-0' D 23 24 4 8211- B 6'-ft- 8 21 21 22 24 72 C 22 22 23 24 10'-e D 24 24 45 7-11- 8 6%5- 8 21 21 22 23 7-6- C 22 22 22 24 10·-1- E 25 25 : 5 7-1-B 647 C 21 21 n 23 7.-r D 23 23 25 24 9'4'· E 25 25 5.5 5-5-8 5-r C n 22 n 23 7-7 0 23 23 23 24 9-5- E 26 26 6 5%11·B 5-3- C 22 22 22 23 0 24 24 24 24 9'-2' E 26 26 6-5 9-V 8 5-0- C 22 22 22 22 6·7 0 24 24 24 24 8'41- F 27 27 7 5'-1'8 4'« C 22 22 22 22 W E 25 25 25 25 E 27 27 75 4'lr 8 4-6- C 22 22 22 22 e-r E 26 25 25 25 re F 28 28 8 4'8 B 0-4- C 23 23 23 23 67 E 25 25 25 25 5-4- F 28 28 8.5. 4'-r 8 40-2• D 23 23 23 23 6-0= E 26 26 26 26 E-2-F 28 28 ·: 9 .3-11•B 4-0- D 23 23 23 23 5-11- E 26 26 29 26 8'-0, F 29 29 95 3'.9.B 5-10- D 23 23 23 23 5-10' E 26 26 -26 26 7-10- F 29 29 90 MPH EXPOSURE B 25 3 114-B /-10; 8 18 20 .21 23 8*-11- B 18 20 21 23 12'-r C 20 22 23 25 &5 9-8•B E-1' 81920 21 22 8'2 B 19 20 21 n 11'-6·0 21 22 23 24 4 8'-6'B re 8 19 19 21 22 5-1- C 20 20 21 22 10'-11" D 22 22 23 24 4.5 r.8•B 5'-11- B 19 19 20 22 7-9- C 20 20 21 22 10'-6- D 22 22 23 24 (In) . On) ! (in)Cm)on) 0.04nyxy Steel Lockseam (Detail MU89) 0.12033-xy (MU96)0.120'W'*4 (MU50) TABLE 5.9 Attached Fmestanding 0, Attached Freestanding 01 Attached Freestan<ling 03 Structure Matispan Units .Structure Mt,dtispan Units Structure Multispan Units GROUND TRIB Posi- POST MAX MAX POST LENGTH MAX MAX POST LENGTH UAX MAX POST LENGTH SNOW WlaTH SPACING REOD · POST MIN FOOTER Z | 10' 12' POST MIN FOOTER E 10 12 POST D,N FoOTER 8· | 19 | 12·LOAD (FT) ONSLAS FOR SPACNG POST S[ZE CONSTRAINEDFOOTEF SPACING POST. SIZE CONSTR•INE FOOTErSPACING POST SIZE CONSTRAINED FOOTER Cfr) SLAB (Fl) TYPE (FT) TYPE (m -r,pti .d. i en) 906!PH EXPOSU E C or 105 14 41 EXPOSURE B 3 77 8 6'-9-B 19 21 22 23 7-80 ( 20 21 23 24 19-4- 0 26 3.5 607 B 6'-1- C 19 20 22·23 77 ( 20 21 22 24. 940- E 28 4 5,2 B 5-7-' . C .19. 20 21 23 7*D 21 21 22 24 9.5- E 26 4.5 4-9- 8 5-r C 20 20 21 29 64-0 21 21 22 29 94' E 26 5 4'-4-8 4'-10" C 20 20 21 22 D 22 22 22 23 89 F 25 5-5 3'-11- B :re c 20 : 20 21 22 67822222223F 25 6 37 8 4'-3-C 20 · 20 21 22 E-V E23 23 23 23 /-2- F 25 6.5 94'B *-0'D 20 20 20 22 5-11- E 23 23 23 23 84- F 26 7 5-10 8 330-D 21 21 21 22 54 E 24 24 24 24 7-9- F 26 7.5 2-10' B 37 0 21 21 21 21 5-8- E 24 24 24 24 7-r F 27 8 2-8" B S-5- 0 21 21 21 21 5·€"F 24 24 24 24 7* F 8.5 B 3-44 0 21 21 21 21 54. F 25 25 25 25 74 F 27 90 MPH EXPOSURE C or 105 MPH ED<Pr )SURE t 3 4'-10- B 9-8- C 18 20 22 23 7=1' D 19 21 22 24 9-6- E : 25 35 4-2- 8 9-2 ( 18 20 21 23 64»6 2021 22 23 9-1- E 26 4 37 6 47 c 18 19 21 22 6< E 20 20 22 23 E-8- F 25 45 X.2- . B 4·4- D 19 19 21 22 ¢-t F 21 21 22 23 3-4 Et 25 5 7-11- B 4'-1-D 10 19 20 22 5-11- F 21 21 22 23 8-0· P 25 5.5 -2-1 B 3'-10-D 19 19 20 22 2-9- F 2 0 22 23 7-Y F 25 6 7-9 8 3'-7* D 19 10 20 21 9-7 F n n n n T-7· F 25 5.5 2'-r 8 34' 0 19 19 20 21 5-5' F 23 23 23 23 7-41- F : 25 7 2-1"B 2-2-D 19 19 20 21 54 .F 23 23 23 23 7-7 F 9 25 TABLE 5.2 TRIBUTARYWIDTHS FOR SENGLE SPAN ATTACHED SlRUCTURES PROJECTION OF SINGLE SPAN SIUCTZ.RES (FT) eT E g 10· 11'12 i 14' 15 9 17 18'19'20 21' 27 *154'459656'627 7.5 88 9 15' 10'10.5'11' 1944-9 9 3.956.5 7 lS 8' 8.5 9 95 10 105 11'11.5 nha rda rui nta nja 6.5 7 72 V 8.9 9 9.5 17 los 11'11.5 17 nia 'IVa rda nha rda n/a Wa. Wa Wa 9.5'10•10.5 11'115 12 122 nla nia n/a nra r·Va rda n/a Mi nta tvb (Va rub rVa ruh ,·da 12-9 13' TABLE 5.3 Post Requirements TABUE 5A Post Requirements for for Attached Singe Span Structures Multispan and Freestanding Structures Post Descr©lion Max POST Post Description Max Maximum POST Detail Hgt CODE :Detail Height Footing CODE (PSF) ral Cm) 25 40 24 24 24 24 24 24 24 26 60 26 27 25 27 25 26 25 26 25 26 Z5 26 26 26 W @81 81 7'S S t!3 titl W W 4 21 Dt W w DI D: %: 152158: 10 VQ' Df b *- N he W W N W &1 11 51 y 0 11 2 81 Ang 6. (A) OrG 1 M (Al •d•v I 'r 1 -c.(in> fin} 1 (h) 23 23 23 24 24 25 25 28 26 26 26 27 27 27 27 27 ZF 23 24 23 24 22 24 23 24 24 25 25 25 14 EZZ* RN Di 8[ G E W 3 Itt 13 3 5 e-9.8 6-9 8 20 20 20 21 7-6" 55 E-t B 6'-0- C 20 20 20 21 77 6 9-8- B 64» C 20 20 20 21 7-1- 6.5 9-2-8 5'-5- C 20 20 20 21 5-10" 7 4'-10-B 9-2- C 20 20 20 21 6'40 7.5 .4-6- B 4'-11- C 20 20 20 21 5-r 8 49 8 4-8- C 21 21 21 21 E-5- 8.5 4'-e 8 4'-6- C 21 21 21 21 6%3- 9 S.,9-B *-4' C 21 21 21 21 e.r 9.5 3-r 8 4'-2- 0 21 21 21 21 1-1' 10 34-8 4-0= D 21 21 21 21 5-11" GENERAL INSTRUCnONS FOR THESE TABLES 1. CHOOSE FREESTANDING ORATTACHED STRUCTURE 2 CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERM]AE WINDAND LIVE ORSNOWLOAD OFSTRUCTURE S]TE (PAT1O UNHS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF MIN)4. CHOOSE A PANEL FROM SECT]ON 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROMTABLEUOR CALCULATE FROM TRIBUTARY DIAGRAM ON MUSM*01 .,- 6. CHOOSE A HEADER FROM TABLE 5.9 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SEE SHOWN TABLE 5.9 ICC ESR 1953 (2009 IBC) 12/5/2011 C 21 21 21 22 1001' E 23 23 23 24 -Avil 0-032'*1-5•Al.5'Saudi 8' A Mu·100 D 21 21 21 22 9-10" E 23 23 23 24 Twin 0.06nl.5'*1.5'.Scroll 9'B Muloo D 21 21 21 22 E 24 24 24 24 0.024'49*3-Post w/SideplabE 12'B Ml,198 DkUn22 E 24 24 24 24 -Alum 0.032'krxy Lockseam 17 C MU89 D 22 22 U 22 5-1· E 24 24 24 24 Alum 0.040%3303" Lockseam · 12 D MU89 E 22222222£-loq F 25252525 Aium 0.0550£3"*3" Fluted 12'E MU95 E 23 23 23 23 84- F 25 25 25 25 Steel 0.04323'*3' Lockseam 12'F MU89' E 23 23 23 · 23 8'4' F 26 26 26 26 Alum 0.120'*3'*3' Square 10'G Mu96 E 23 23 23 23 8-4* 9 26 26 26 26 Alurn 0.120*4'*4" Square 12' H Mum E 24 24 24 24 8*-2• F 26 28 26 26 Steel 3/161(323 15' I MU93 E 24 24 24 24 8--0" F 26 26 26 28 Steel 1/4*33<3 15'J MU93 Steel 3/16 x424-15 K MU93 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Steel 3/16"*9*5 15'L Mugs TABLE 5.9 AND TABLE 5.3. UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT.FREESTAND]NG AND MULTJSPAN UNITS USE TABLE 5.49. F]ND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 ANDIOR 7.7 10. USE THE APPROPRIATE DETAILS (MU01-MU120) FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THENEAB 7. DENERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.9SLAB 0. USENiHESMALLEROF THE POST SPACING ON SLAB ORHEADER POSTSPACING SI.ABi R)!liLOW/5-teFROM ABOVESLAB 10'. IRDRIVUDPOSTSIRWC™RES USE TABLE 7.1 ON SHEET 0&3 FOR SLAB REQUIREMENTS IN5rEAD OFTHESE TABLES Page 50 of 101 Steel 0.043-x3-xy Lockseam 8' d =21"E MU89 Alum 0.1203[*3'Square 10' d =2 B MU96 Alum 0.120*3-*30 Square 8' d = 24-C MU96 Alum 0.120*4'714° Square 10' d = 27-E MU50 Alum 0.120-x4'*4- Square 8' d = 29°E MU50 Steel 3/16%513*12' d = 28"E MU93 Steel 1/423'*3'12' d = 30"E MU93 Steel 3/16944-15' d =28'G MU93 Steel 3/169(44-12 d=31"1 MU93 Steel 3/16251,5*15 d = 34"H MU93 Steel 3/161<5'*5'10' d = 38-J MU93 =111ETI BUILDING P 2440 Albrighl Houston, TX 77017 (713) 946-9000 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cariputnam@comcast.nel LS U SH RODUCTS 79*US,vt/Jea iff92&\ 4¢0447/ 1 v/1- DEC 5 2011 JUI<i136013