10180484_2030 W. CHANDLER - Plan

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OLD COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREA 16 Ga 30'*8- Steel C·Beam (MU78)14 Ga 328'Steele Beam (MU78) TABLE 5.16 Attached Freestanding 01 Attached Freestanding m Structure Mullspan Units Structure Mumspan Units ROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPACING REQD POST MIN FOOTER 8' | 12 | 15 POST MIN FOOTER W 12 15' LOAD (FT)ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTE {PSF)Fr)SLAS (FT} TYPE -ct Y' -d- V (Fr) TYPE -6· 1 | 7 | W On) Un} / (kl} 1 00) I (in)([n) fin). (in) 90 MPH EXPOSURE B 12 Ga 3''x8= Steele Beam (MU78) Attached Freestanding 01 Structure Mullispan Units MAX WJ< POST LENGTH POST MIN FOOTER 8' | 17 |15' B SPACING POST SEE CONSTRAINED FOOTER (FED TYPE Y -8 |7| 7 (A) On) (in) (irl} 16 Ga 305(8 Steel C Eham (MU78) TABLE 5.16 Attached Feestanding ot Structure Multispan Units 0 TRIB POST POST MAJ<MAX POST LENGTH WIDTH SPACING REQI) POST MIN FOOTER K 12' 15 (FT) ON SLAB FOR SPACING POST SIZE CONSTRNNED FOOTEF Fn SLAB (FT) TYPE .d· (in) on)(in) 1 On) 90 MPH EXPOSURE C or 105 M 'H EXPOSURE B 14 Ga 3,<8" Steel C Beam (MU78) Attached Freestand?hg 01 Structure Mumspan Units MAX MAX POST LENGTH POST MIN FOOTER / 12' | 15 SPACING POST SIZE CONSTRAINED FOOTE (Fr) TYPE -d--4- | 7 | ,cr On) Cn) 1 {in) ] {in) 12 Ga 39<8" Steel C Beam (MU78) Attached Freestanding 01 Structure Multispan Units MAX MAX POST LENGTH POST MJN FOOTER 8' | 12 15' t SPAC#NO POST SIZE CONSTRAINED FOOTER (FT)TYPE 7 9 9 "r(in) (m) Cn) 1 (in) 20 5 7'-1"8 9'-6- D 22 24 26 28 12'€ E 24 25 28 29 18'-10" F 28 28 30 32 40 5 4%4•B 6-5- D 22 24 27 28 8-10" F 24 25 28 30 14'-4- F 29 29 31 33 LIVE 5.5 69 B 5-10" D 22 23 26 28 11-3- E 24 24 27 29 177 F 28 28 30 32 55 3-11 8 510- 0 22 23 26 28 8'-1-F 24 25 2B 30 13-6- F 29 29 31 33 LOAD 6 5'-11 B 8'-3"D 23 23 26 27 10-7 E 24 24 27 29 le-10- F 29 29 30 32 6. 9-7-B 5-4'D 22 23 -25 27 T€ F 24 24 27 29 12-9' F 29 29 31 32 ONLY 6.5 5'-5-B 7-7- D 23 23 25 27 10--0- E 25 25 27 28 16-0' F 29 29 29 31 6.5 34- 8 4-11- D 22 22 25 27·640" F 24 24 27 29 12'-1- F 30 30 30 32 7 5-1•8 1-1- D 23 23 25 26 1-5- E 25 25 26 28 15'-3- F 29 29 29 31 7 3-1 -8 4-7- 0 22 22 25 27 60-5-F 24 24 26 28 11'€ F 30 30 30 32 7-5 4.-9-8 67 0 23 23 24 26 9-0' F 25 25 26 28 147 F 29 29 29 31 7.5 2%10* B 44- D 22 22 25 26 6eon F 25 25 26 28 11'-0° F 30 30 30 31 8 4,-S-8 6-2- D 23 23 24 26 8·-7 F 25 25 26 27 14-0- F 30 30 30 30 8 74.B 4-¢ D 22 22 24 26 9-1-F 25 25 26 28 10'-6- F 30 30 30 31 8.5 4·-2 B 5-10" D 23 23 24 26 aLl- F 25 25 25 27 13.-9 F 30 30 30 30 a5 Z€6 3'-9- 0 22 22 24 26 S€ F 25 25 26 27 19-1- F 30 30 30 31 9 3-11"B 54" 0 23 23 24 26 74 F 25 25 25 27 12'-11- F 30 30 30 30 9 24-B 37 D 22 22 24 26 5'47 F 25 25 25 27 94" F 31 31 31 31 9.5 3'-9,8 5-y D 23 23 23 25 7-3- F 25 25 25 27 12'2 F 30 30 30 30 9.5 28 By-5» D 22 22 24 25 4'-9-F 25 25 25 27 9'4· F 31 31 31 31 10 3'-6 B 5-00 0 23 23 23 25 6111-F 25 25 25 26 17-1- F 30 30 30 30 10 7-2-8 3'-3- D 22 22 23 25 4'-6-F 25 25 25 IT 9'-0- F 31 31 31 31 10.5 314'8 4'-9- D 23 23 23 25 /-70 F 25 25 25. 26 117 F 30 30 30 30 10.5 Ze 8 3'-1- D 22 22 23 25 47 F 25 25 25 26 80-8- F 31 31 31 31 11 3'-2-8 4'-6- D 23 23 23 24 67 F 25 25 25 26 11'-4' F 31 31 31 31 90 MPH EXPOSURE C or 105 M'H EXPOSURE 1 11.5 3'-1' 8 4'4" D 23 23 23 24 600- F 25 25 25 26 11 F 31 31 31 31 60 5 2-11- B 5-1-E 20 22 25 27 Ta F 23242729 129 F 27 27 30 32 12 2·-11=8 4-2- D 23 23 23 24 59 F 25 25 25 25 10-8- F 31 31 31 31 55 29-8 4vr E 20 2 25 27 5-5 F 23 24 26 28 11'€27 27 30 32 13 20-3-B 3-17 D 23 23 23 24 5'-4-F 25 25 25 25 1051- F 31 31 31 31 6 2%5-B 4'-3-E 20 22 25 26 5'-10" F 23 23 26 23 10'-10-F 28 28 29 31 90 MPH EXPOSURE C or 105 NPH EXPOSURE B 6.5 7-2" 8 3'*11- E 20 21 24 26 5'-6" F 23 23 26 27 10'-3» F 28 28 29 31 20 5 7-1'B 87 D 24 25 28 30 11'-1-E 26 27 30 32 17-6- F 31 31 33 35 7 2-1-8 307 E 20 21 24 26 5-0- F 23 23 25 27 9-W F 28 28 29 31 5.5 6'-5-8 8'-0- E 24 25 28 30 104" E 27 27 29 31 16'-e F 31 31 32 34 75 1'-11' B :3-C E 20 21 24 25 - 4'-8-F . 23 23 25 27 92 F 28 28 29 30 6 5%11"B 74" E 24 24 27 29 9.9 F 27 27 29 31 157 F 31 31 32 34 8 1·-9.8 3-2 E 20 21 23 25 47 F 23232527 8%10- F 29 29 29 30 6.5 5-5- 8 6-10* E 24 24 27 29 9'-2 F 27 27 28 30 14'-10- F 32 32 32 34 8.5 1·-8-8 3-0- 8 20 20 23 25 47 F 23 23 24 26 8'-6- F 29 29 29 30 7 8-1"B 6'=r E 24 24 26 28 8--8- F 27 27 28 30 14'-2" F 32 32 32 33 9 1'-7-B 2-10" E 20 20 23 25 5-11- F 23 23 24 26 5-2-G 29 29 29 30 7.5 4'-9 B 5-11" E 24 24 26 28 8'-r F 27 27 28 30 13'-r F 32 32 32 8 4'-y 8 5-6-E 24 24. 26 28 74- F 27 27 27 29 13-0- F 32 32 32 33 OVER-TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES 8.5 07 B 5-3" E 24 24 25 27 Ta" F 27 27 27 29 12'-6" F 33 33 33 33 HANG PROJECTION OF SNGLE SPAN STUCTURES (FT) 9 3'-11- B 4'-11" E 24 24 25 27 510" F 27 27 27 29 124' F 33 ·33 33. 33 (FT) 6'7' 8'1 19 11'12'ly 14 15' 10 ir 18'190 20·21' 22· 9.5 3-9-8 4'-8- E 24 24 25 27 6--6- F 27 27 27 28 11'-7 F 33 33 33 33 0 3' 32 4' 42 9 55 :6.50 7 7.9 8' 8.5 9 9.9 10•10.8 11· 10 3'-6-B 4'-5- E 24 24 25 27 8-2- F U 27 IT 28 11'-2 F 33 33 33 33 1' 3.S 4' 4.5'5 5.5' 6'6.5 7 7.5 8' 8.9 9 9.5 10'10.8 11'11.S 10.5 8 4'-3- E 24 24 25 26 5'-10" F 27 27 27 28 10-10- F 33 33 33 33 7 rda Wa rda rda Na 63'T 7.5 8'8.5 5 9.5 10 10.S 11'11.5'12' 11 3'-2-8 8-0- E 24 24 24 26 5-70 F 27 27 27 28 104" F 34 34 34 34 3 Na Na Iva rla rda na n/a Na nia rta 9.5 10'10.5'11'11-5'12 1217 11.5 3-1-8 3'-10-E 24 24 24 26 9-4- F 27 27 27 27 10-2" F 34 34 34 34 4' rda n/a nra rda rJa rda nia Wa nia Wa rda nfa n nia na 12-5 13' 90 MPH EXPOSURE 8 25 5 6'-9-8 9'-6' D 22 24 26 28 12-0" 5-5 543 B 8'-10- D 22 23 26 28 11'-3" 6 5-8-8 8'-3" E 23 23 26 27 10'-7- 65 E-:r B T-r E 23 23 25 27 107 7 4'-10-8 7%1' E 23 23 25 26 9-5- 7.5 44"8 5-7- E 23 23 24 26 9'4- 8 4'-3-B E-Z E 23 23 24 26 8-7 8.5 4·-0-B 5-10" E 23 23 24 26 2-1' 9 3-9-8 5-6- E 23 23 24 25 7-8- 9-5 3-7-8 5'-3- E 23 23 23 25 7-3- 10 3'4"B 5'-0" E 23 23 23 25 64 1- 10.5 5%5 4'-9- E 23 23 23 25 67 11 3%1'8 4'-6- E 23 23 23 24 53- 11.5 2'-11-B 4'-4- E 23 23 23 24 6'-0- 12 2'-10-8 4'-2- E 23 23 23 24 5LS" GENERAL INSTRUCTIONS FOR THESE TABLES 1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE 2. CHOOSE PROJECTION, W[DTH AND OVERHANG OF UNIT3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE (PATIO UNrrS USE 10 PSF MIN. COMMERCIAL UNITS USE 20PSF MIN) 4. CHOOSE A PANEL FROM SECTION4.0 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 ORCALCULATE FROM TRBUTARY DIAGRAM ON MUSAGN01 6. CHOOSE A HEADER FROM TABLE 5.16 THAT HAS ADEQUATE POST SPACING. 7. USE THE APPROPRIATE FOOTER SIZE SHOWN TABLE 5.1& Irr ceD 10=0 /9nno lor•\ 19,=pon, 4 E 24 25 28 29 18'-10- F 28 28 30 32 TABLE 5.3 Post Requirements E 24 24 27 29 17-9" F 28 28 30 32 for Attached Single Span Structures E 24 24 27 29 16'-10- F 29 29 30 32 Post Description Max POST F 25 25 27 28 16'-Or F 29 29 29 31 Hgt CODE Detail F 25 25 26 28 19-3" F 29 29 29 31 Twin 0.03221.51.5· Scroll 8' A MU100 F 25 25 26 28 147 - F 29 29 29 31 Twin 0.062-xl.5**1.5' Scroll 9' 8 MU100 F 25 25 26 27 147 F 30 30 30 30 0.024'x3*3' Post wi Sideplate 12'B MU98 F 25 25 25 27 13'-5- F 30 30. 30 30 Alum 0.0323[32(3- Lockseam 12'C MU89 F 25 25 25 27 12'-11- F 30 30 30 30 Alum 0.04033"*3- Lockseam 12 D MU89 F 25 25 25 27 17%F .30 30 30 30 Alum 0.055"xyx3' Fluted 12'E MU95 F 25 25 25 26 12-1" F 30 30 30 30 Steel 0.0437(30'13" Lockseam 12'F MU89 F 25 25 25 26 11'-8" F 30 30 30 30 Alum 0.1200'*3'*3" Square 10'G MU96 F 25 25 25 26 11·4"F 31 31 31 31 Alum 0.1200*49 Square 12'H MU50 F 25 25 25 26 11•-0- F 31 31 3-1 31 Steet 3/16",(33 15' - 1 Mu93 F 25 25 25 25 10-8- F 31 31 31 31 Steel 1/4"xyx 3'15'J MU93 Steel 3/169424"15'K MU93 8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN Steel 3/16-x5"xe 15'L MU93 TABLE 5.16 AND TABLE 5.3. UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT. i FREESTANDING AND MULTISPAN UNITS USE TABLE 5.49. FIND THE O/C SPACING OR # OF FASTENERS FORATTACHING TO WALL FROM TABLE 7.5 AND/OR 7.7 10. USE THE APPROPRIATE DETAILS (MU01-MU120) FOR PAT-!0 SLABS FOLLOW 1-6 FROM ABOVE THEN SLAB 7. DETERMINE MAXIMUM POST SPACINGON SLAB FROM TABLE 5.16SLAB 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 FORSLAB REQUIREMENTS [NSTEAD OF THESE TABLES Page 64 of 101 TABLE 5.4 Post Requirements for Munispan and Freestanding Structures Post Description Max Maximum POST Detail Height Footing CODE Steel 0.043-x3"*3- Lockseam 8' d = 21 E MU89 Alum 0.120'ta"*3- Square 10' d = 22"B MU96 Alum 0.120-xy*3- Square 8' d =24 C MU96 Aium 0.120'x,rx4' Square 10'd = 27'E MU50 Alum 0.120"x4- Square W d = 29 E MU50 Steel 3/16-xyxy 12' d =28"E MU93 Steel 114"xyxy 12' d = 30"E MU93 Steel 3/1634'94'15' d =28"G MU93 Steel 3/16"x4-x4-12 d=31-1 MU93 Steel 3/16"*595"15' d = 34-H MU93 Steel 3/16*5"x5 10'd = 38"J MU.93 mETHI- ./.b -A BUILDING PF 2440 Albright Houston, TX 77017 (713) 946-9000 Carl Putnam, P. E. 34411vylink Place Lynchburg, VA 24503 cariputnarn@comcast.net I S U SH TODUCTS i > ./4/#f:,1/ {{-1 U C®139 Ill / /*A 4 \9PACeivIL / /\ DEC 5 2011 C..i \8