10180484_2030 W. CHANDLER - Plan

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SOUD COVER 5.0 POST SPACiNGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREA DBL 0.043"xy*3- Steel Baarn (Detai MU120)Double 0.120-*3 -xy,(MU120) TABLE 5.10 Attached Freestanding o:Attached Freestanding ot Structure Mullispan Units Structure Multispan Units ]GROUND TRJB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH 1 SNOW WIDTH SPACING REGD POST MIN FOOTER 8'lei 15 POST MIN FOOTER 8 | 12 15· LOAD (Fn ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTE (PSF)(FT)SLAB (FE) TYPE -d- 11--d. | ./(FT) TYPE V V r | 9 (in)(in}(in) / (in)On) (m) (in) {in) 90 MPH EXPOSURE 8 20 5 1-1 8 10'--1 - E 23 24 27 28 9'-6- D 22 23 26 28 LIVE 5.5 6'-5"B 9-9- E 23 24 26 28 - 9-2- D 23 23 26 28 LOAD 6 5-11" . 8 9-6- E 24 24 26 28 8·-11- E 23 23 26 28 ONLY 6.5 5-5 8 9-3- E 24 24 26 28 8·-8" E 24 24 26 28 7 5-1"8 99' E 24 24 26 28 8-5-E 24 24 26 27 75 4'-9-B 8-10" E 25 25 26 28 E 24. 24 26 27 8 4'-9 8 8'-8- F 25 25 26 28 8-1- E 25 25 25 IT 8 6 4-7 B 89 F 25 25 26 27 7-11- p 25 25 25 27 9 3%11 -8 5-2- F 26 26 26 27 Tr9' F 25 25 25 27 9.5 3'-9"8 80-0- F 26 26 26 27 T€F 26 26 26 27 10 3%6"8 79 F 26 26 26 27 7-6- F 25 26 25 27 10.5 3%4"B 77 F 26 26 26 27 1,4- 9 26 26 26 27 11 3'-2-8 7-8 F 27 27 27 27 7-3" F 26 26 26 27 11.5 3'-1»8 7-3- F 27 27 27 27 7-7 F 27 27 27 27 12 2'-11-8 7-1' F 27 27 27 27 1-10 F 27 27 27 27 13· 2'-r B 6%10- F 27 27 27 27 6'-10- F 27 27 27 27 90 MPH EXPOSURE C or 105 MPH EXPOSURE 8 20 5 7%1-8 9'-T E 25 26 29 31 9-1- E 2525 28 30 5.5 6%5-B 9-5- E 26 26 29 31 840- E 25 25 28 30 6 5'11-8 97 E 26 26 28 30 8'7 E 26 26 28 30 6.5 5'-5-8 8'-11- F 27 27 28 30 8'-4- E 26 26 28 30 7 5'-1 B 8'-8•F 27 27 28 30 8-2- E 27 27 28 30 7.5 4'49-8 8'-6- F 25 28 28 30 7'-11- F 27 27 28 30 Double 0.12044- (6 U120) Attached Freestanding m TABLE 5.10 Structure Muftispan Units MAX MAX POST LENGTH GROUND TRte POST POST POST Lf[N FOOTER 8' | 12 15' SNOW WIDTH SPACING RECT R SPACING POST SIZE CONSTRAINED FOOTER LOAD (FT) ON SLAB FOR (FT) TYPE -cr -d- -d- -6-(PSF)(FT)SLAB Cn)(in}(in) 1 rn) 90 MPH EXPOSURE C 12'-9- E 25 25 27 29 40 5 4'4" B 127 2 25 25 27 29 5-5 3'-11= B 127 F 26 26 - 27 28 6 3-7- B 41·2 F 26 26 27 28 6.5 3-4" B 11'-5- F 26 26 26 28 7 3'-1- B 11'-2- F 27 27 27 28 7.5 2'-·10- 8 10'-11- F 27 27 27 28 8 2-8- 8 10'-8'F 28 2828 28 8-5 2'-6- 8 10'-6- F 26 28 28 28 9 204• 8 10·-4- 6 28 28 28 28 9.5 2-3- B 10'-1" F 29 29 29 29 10 2'-2- B 9-11" F 29 29 29 29 10.5 2-0- B 1-10- F 29 29 29 29 90 MPH EXPOSURE C 94- F 29 29 29 29 60 5 2-11- B 9-6" F 30 30 30 30 5.5 27 B 9'-3- F 30 30 3{ 30 6 2-5- B 6.5 2-2. 8 12'-3- F 27 27 29 ' 31 7 2'-1- B 1111- F 28 28 29 31 7.5 1'-11" B 11-7- F 28 28 29 31 8 129" B 11'-3- F 29 29 29 31 8-5 14" 8 11'4" F 29 29 29 30 9 1'-7 B 10-9" F 30 30 30 30 DBL. 0.0,3'43*3- Steel Beam (Detau MU120) Attached Freestanding 01 Structure Muttispan Units MAX MAX POST LENGTH POST MIN FOOTER 8' | 120 1 15' SPACING POST S[ZE CONSTRAINED FOOTE (FT) TYPE ./ 'd.-4- ] 7 Col)(El)(in) I (h,) or 105 M 'H EUDOSURE B 8-8.F 24 25 28 30 8-5-F 25 25 28 30 g·-1-F 25 25 28 30 Tir F 25 25 28 29 T€F 26 26 27 29 77 F 26 26 27 29 7€F 26 26 27 29 8'-10' F 27 27 27 29 5-7 P 17 27 27 28 5-5- P 27 27 27 28 9 27 27 27 28 6'-1- F 28 28 28 28 or 105 ME'H EXPOSURE B 7-10-F 23 25 28 29 7-6- F 24 24 27 29 77 - F 24 24 27 29 6/11" F 25 25 27 29 6'-8.F 25 25 27 29 6'-5- F 25 25 26 28 6'-2-F 25 25 26 28 6'-0- F 26 26 25 28 5-10- F 26 26 26 28 Double 0.120'xyxy (MU120) Attached Freestanding 01 Structure Multispan Units MAX MAX POST LENGTH POST MIN FOOTER 5 17 15 SPACING POST SIZE CONSTRAINED FOOTER (FT) TYPE V d .d. 1 Y (in) (in) On) 1 (in) 5-r·E 24 25 28 30 7-11- F 24 25 28 29 Te F 26 25 27 29 7 -6.F - 2S 25 27 29 T.7 F 26262729 7-1-F 26262729 T.7 F 24 25 27 29 6 10- F 27 27 27 29 5-8'F 27 27 27 29 - e.r F 27 27 27 28 6'-6- F 28 28 28 28 €-4-F 28 28 28 28 7-5- F 23 24 27 29 72 F 24 24 27 29 74-F 24 24 27 29 Blr F 24 24 27 29 6-8-F 25 25 27 29 E-:r F 25 25 27 28 5-5'F 26 26 26 28 6'-3.F 26 26 26 28 6'-2"F 26 26 26 28 Double 0.120*424 {MU120) Attached Freestanding 01 Structure Multispan Units MAX MAXPOSTLENGTH POST MIN FOOTER E |17 | 15 SPAC]NG POST SIZE CONSTRAINED FOOTER (Fr)TYPE .le -€ M (in) {in}(a) On) 11'4- F 26 26 29 31 10'-8- F 27 27 28 30 lOW F 27 27 28 30 lott' F 28 28 28 30 5-10" F 28 28 28 30 9-7 F 29 29 29 30 9-5- F 29 29 29 30 9'-7 F 30 30 30 30 9'-9' F 30 30 30 30 8'-107· F 30 30 30 30 8--9-F 31 31 31 31 5-7 F .31 31 31 31 10'-1' F 26 26 28 30 9-10- F 26 26 28 30 9'-6-F 27 27 28 30 97 F 27 27 28 29 9'=1.F 27272729 80-10" F 28 28 28 29 5€F 28 28 28 29 8-6' F 29 29 29 29 8'-4- G 29 29 29 29 8 465" 8 8'-2' F 28 28 28 30 -7-9- F 27 27 28 29 104"F 30 30 30 30 OVER-TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 8.5 4-7 8 8'-0 F 28 28 28 30 7-r F 28 28 28 29 le-S'F 31 31 31 31 HANG PROJECTION OF SfNGLE SPAN STUCTURES (FO 9 30-11.8 7'-9• F 28 28 28 29 7-6- F 28 28 28 29 107-1·' F 31 31 31 31 (FT) 6·r 8'9 10'11·17 13'14'15'16'17 18' 19 29 21' 22' 9.5 3-7 B 76- F 29 29 29 29 74" F 28 28 28 29 9-11-F 31 31 31 31 9 3' 15 4'4.5'5' 5-2 6 65 7 7.9 2 82 9 9.5 10' 10.5 11' 10 3'-6-S 7-4- E 29 29 29 29 -7-y F 29 29 29 29 9'-9- F 32 32 32 32 1' 3.5 4'4.9 5 5.5 6 6.9 7 7.5 8' 8.5'9 95 10 10.5'11'115' / 10.5 2-4-B 7-2 F 29 29 29 29 7-1 - F 29 29 29 29 9-7 5 32 32 32 32 2' nfa iva Wa rda Na 6.S 7 7.5' 8'8.S 9' 9.5 11 10.9 11' 11.5 12 11 3'-20 B 7-0· F 29 29 29 29 7-0'F 29 - 29 29 29 9-5-F 32 32 32 32 3' ala n/a Wa r,a Wa m'a rita Na Iva n/a 9.5 10'10.5 11'11.5 12 12-9 11.5 3'-1-S W-10- F 30 30 30 30 6'-11- F 30 30 30 30 F 33 33 33 33 4' nia rda nia Wa nia nk nia rda rda rv'a n/a nia rva nit na 125 133' 90 MPH EXPOSURE 8 25 5 6'-9-B 10'-1- E 23 24 27 28 90-6- 0 22 23 26 28 12'-9"E 25 25 27 29 TABLE 5.3 Post Requirements TABLE 5.4 Post Requirements for S.5 ir-·r 8 90-9-E 23 24 26 28 97 E 23 23 26 28 12·« F 25 25 27 29 for Attached Single Span Structures Multispan and Freestanding Structures 6 52 8 9--6- E 24 24 26 28 8·-11" E 23 23 26 28 12'4"F 26 26 27 28 Post Descripton Max POST Post Description Max Maximum-POST Detail 6..5 5'-2-8 9-T E 24 24 26 28 898- E 24 24 26 28 11'-8" F 26 26 27 28 Hgt CODE Detail Height Fooung CODE 7 4'-10-8 9-0- E 24 24 26 28 8'-5- 7.5 4'-6.8 8'-10- F 25 25 26 28 8'-3- 8 4LS-8 5-8- S 25 25 26 28 8-1- 8.5 40-7 B 8'-5" F 25 25 26 27 7-11" 9 3-9=B E-r F 26 26 26 27 T-9' 9.5 37 8 5-0 F 26 26 26 27 7-8. 10 304-B 7-9- F 26 26 26 27 74. 10.5 3-7 8 7-1" F 26 26 26 27 7-9 11 7-1 8 -7-7 F 27 27 27 27 Te 11.5 2'-11'8 77 F 27 27 27 27 T.T 12 2-10-8 1-1- F 27 27 27 27 r-1- GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ArrACHED STRUCTURE 2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT 3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS USE 20PSF M[N) 4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR CALCULAIE FROM TRIBUTARY DIAGRAM ON MUSAGNO1 6. CHOOSEA HEADER FROM TABLE 5.10 THAT HAS ADEQUATE POSTSPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN TABLE 5.10 len ren Ir,CO /9AAn lorn 49,·CAn#4 E 24 24 26 27 11·-5"F 26 26 26 28 Twin 0.03221.521.5• Scral 8' A MU100 E 24 24 26 27 11'-2' F 27 27 27 28 Twin 0.062"*1.5"x[.5" Scroll 9'B Mutoo F 25 25 25 27 10-11"F 27 27 27 28 0.024-*3-xy Post w/ Sideplate 12'B MU98 F 25 25 25 27 10'-8- F 28 28 28 28 Alum 0.03223'td" Lockseam 12'C MU89 F 25 25 25 27 10'-60 F 28 28 28 28 Alum 0.040-](3'ky Lockseam 12'D MU89 F 26 26 28 27 lou- F 28 28 28 28 Alum 0.055'23k3" Fluted 12' E MU95 F 26 26 26 27 10-1" F 29 29 29 29 Steel 0.043*323' Lockseam 12'F MU89 F 26 26 26 27 9'-11-F 29 29 29 29 Alum 0.120™33<3" Square 10.G Mu96 F 26 26 26 27 9'-10" F 29 29 29 29 Alum 0.12024't<4" Square 12'H MU50 F 27 27 27 27 9-8- F 29 29 29 29 Steel 3/16"*313- 15' i MU93 F 27 27 27 27 9-6" F 30 30 30 30 Steel 1/493'xy 15' J Mu93 Steel 3/169(4-x4' 15' K MU93 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Steel 3/16"*5-xe 15'L MU93 TABLE 5.10 AND TABLE 5.3. UPGRADE THE POST IF THE HEIGHT iS NOT SUFFICIENT. FREESTANDING AND MULTISPAN UNrrS USE TABLE 5.4 9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 AND/OR 7.7 10. USE THE APPROPRIATE DETAILS (MU01-MU120) FOR PAnO SLABS FOLLOW 1 -6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.10SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING SLAB 9. FOLLOW 9-10 FROM ABOVESLAB 10. FORTWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES Page 52 of 101 Steel 0.043-x3'43' Lockseam 8' d =21"E MU89 Alum 0.120-x3"xy Square 10' d =22"B MU96 Alum 0.120333° Square 8' d =24'C MU96 Alum 0.120*424" Square 10' d =2r E MU50 Alum 0.120343<4- Square 8' d =29#E MU50 Steel 3/162323 12' d =28'E MU93 Steel 1/4-xyx3-12' d =30"E MU93 Steel 3/1604-15' d =28"G MU93 Steel 3/16<4'bl'12' d =31"1 MU93 Steel 3/16'x5'*9 15' d =34"H MU93 Steel 3/16x5'*5- 10' d = 38"J MU93 =111ETALS USK A IBUILDING PRODUCTs 2440 Albrighl Houston, TX 77017 (713) 946-9000 Carl Putnam, P. E. 3441 Ivylink Place Lynchburg, VA 24503 cariputnam@comcast.nel < DEC 5 2011 '5%66FiltaK