10180120_1125 N. JACKSON - Plan (2)

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SOLID COVER £0 POST SPACINGS FOR PAnO AND COMMERCIAL COVERS IN MMPH WIND AREA 16 Ga 3-*8' Steel C Beam (MU78)14 Ga 37*8- Steel C Beam {MU78) TABLE 5.16 Attached Fraestanding 01 Attached Freestanding or Str·ucture Ulltispan Units Structure Muluspan Units l GROUND TRIB POST POST MAX MAX POST LENGTH MAX MAX POST LENGTH SNOW WIDTH SPAC[NG REQD POST KN FOOTER 8' 12 15'POST MIN FOOTER 8' | 12 | 15 LOAD (Fr) ON SLAB FOR SPACING POST SZE CONSTRAINED FOOTER SPACING POST SIZE CONSTRAINED FOOTI (PSF)(FT) SLAB (FT) TYPE (FT) TYPE '0' 4 | 9 | V{in) ' Ch} 1 (in) 1 On) 85 MPH eCPOSURE B 10 ! 5 ·13'-r LIVE 5.5 124". LOAD - 6 11'-4- ONLY 6.5 10-5" 7 9€ 7.5 9'-1- 8 8»€ 8.5 9 7-6- 9.5 T-2- 10 67 105 9.9 11 67 11.5 5-11- 12 5-K 13 5'-2- 14 4910- 15 4,6- 90 MPH EXPOSURE B 10 5 13'-r B 174"D 24 25 28 LIVE 5.5 174-8 11'-6- D 24 25 27 LOAD 6 11'-4.2 10-10- D 25 25 27 ONLY 6.5 10'-5.8 10'-3- D 25 25 27 7 94=8 9-8' D 25 25 26 75 94-B 9-2- 0 25 25 26 8 8'-6-8 88 D 25 25 26 8.5 E-0.B 8*-4- D 25 25 26 9 7-6•8 7-10" 0 25 25 25 9.5 7%2-5 7-8 D 25 25 25 10 67 8 7-1' D 25 25 25 10.5 6--6-B &90 D 25 25 25 11 5-r B Ar D 25 25 25 11.5:8-111- B 5-2- D 25 25 25 12 9%8 5-11" 0 25 25 25 13 57 8 5-5- D 25 25 25 14 4-10"8 5'10 D 25 25 25 15 446'8 4-e : 0 25 25 25 90 UPH EXPOSURE C or 105 M 4-1 EXPOSURE B 10 5 13-7 B 11'-7 D 26 UVE 5.5 12-4-B 100-3- D 26 LOAD 6 11-4-B 9-8' D 27 ONLY 6.5 14-5-B 9-1- D 27 7 9*8 8-re 27 7.5 9%1-B E-1- E 27 8 56-B T-T E 27 85 8.0/B . 7-1-E 27 9 74-8 6% E 27 9.5 ny·8 8-4-E 27 10 ex B W-1- E 27 10.5 6'-5-B 5-8- E 27 11 6'-2»8 5-6. E 27 11.5 5'-11-B 5-3- E 27 12 B 5-1·E 27 13 5-2 B 4-8"E 27 14 4'-IOM B 4-4- E 27 15 ! 4'-6'8 44· E 27 12 Ga 33<8' Steel C Beam (MU78) Attached Freestanding 01 Structure Multispan Units WAX MAX POST LENGTH POST D.™4 FOOTER £ | 12 | 15' 1 SPACING POST SeE CONSTRAINED FOOTER FI) TYPE -8 .4 1 D 24 25 27 E 26 26 29 ><2 234· P 2/29 31 25 B 12-4-D 24 24 27 15'<r E 26 26 F 30 31 B 11'-7.0 24 24 27 E 26 26 F 30 30 31 B 1511-0 24 24 26 28 21'-0-F 30 30 B 10'-40 D 25 25 B 9-le D 25 25 2G 12'-5- E 27 27 27 ;2€ 19-3- F 31 31 B 9-4-D 25 i - 11'-10 E 27 ,>€, le-6-31 edi·E 25 27 ;2€ 17110 8'-r E 25 27 32 B E 25 32 E 25 27 27 27 2 16'-2-32 B E 25 32 B 7-1 E 25 32 E 25 25. E 25 25 25 F 28 28 28 14'« F 33 re E 25 25 25 28 F 33 wir E 25 25 25 28 F 33 E-t E 25 25 25 TZ F 28 28 28 _,2_- 17-5- F 34 a PIPIPIDIP' R R 22*Ey,919191$1919 ARRMm m N M m 15-4.E 26 26 29 22'-11 -30 149• 9 28 26. 29 >< 27-0- F 30 30 13'-r E 27 27 28 < 20'-11-F 31 31 12'-10-E 27 31 12-7 E Zl F 31 S1 11'-r E 27 27 18'-3.F 32 32 11'-1"E 27 F 32 32 E 28 28 28 ,024 - 16411-32 32 10-2 E 28 28 F 32. 32 31 9-'10-E 28 28 33 33 F 28 33 F 28 28 28 )€ 147 F 33 33 30 F 28 28 28 2G F 33 33 ee F 28 28 F 33 33 5-7 28 28 19-7•33 33 7-P F 28 28 F 34 28 28 28 C>C 34 34 5-r F 28 F 34 RPI P!$1:1 2 R :12 2 Z 1% 16 Ga 3'*8- Steel C Beam (UU78) TABLE 5.16 Attached Freestanding or Structure Multispan Units ) TRCE; POST POST W,X MAX POST LENGTH WIDTH SPACING REQD POST MIN FOOTER 8' 12 15(FT) ON SLAB FOR SPACING POST SIZE CONSTRAINED FOOTG (FT) SLAB (FT) TYPE 90 MPH EXPOSUUE C or !05 M-'H ExmSURE L 5 5-9' B D 24 25 5-5 6'-2- B 7-r D 24 24 6 548* B -0 24 24 6.5 5·7 8 8-8- D 24. 24 7 4'-10' 8 eq D 24 24 7.5 4'-6-B 9-7 0 24 24 8 4'<r B S.y D 24 24 8.5 4'-7 B 4111- 0 24 24 93'-9'844-024 24 9.5 57 8 4-5- D 24 24 10 3'-4- 8 4'-7 D 24 24 10.5 '3-2 B 4'-0-D 24 24 11 2-1"B S-10-D 24 24 11.5 2411- 8 2-8•D 24 24 90 MPH EXPOSURE B 5 5-% 8 59- . O 22 23 5.5 512- 8 8'-0»E 22 23 64'2 8 7-4- E 22 22 6.5 8 6%10' E 22 22 7 4-1-8 ¢-4-E 22 22 7.5 3%B 5-11- 8 22 22 24 26 8 y-·6-B 5€E 22222425 8.5 34- B 5-r E 22 2223 25 9 3-2-8 4-11• E 22 2 23 25 9.5 3-07 B 4-8- E 22 22 23 25 10 201(r B 4'-5'E 22 22 23 24 105 2-r B E 22 22 23 24 11 27 B 4-4 E 22 22 22 24 11.5 7-8 8 7-10- E .22 22. 22 24 90 MPH EXPOSURE C or 105 1,PH EXPESURE I. 5 5'2 B 7-7- D 23 24 27 29 5.5 5'-2-B 6·-11* D 23 24 27 29 6 4'.9-B 6'-4' D 23 24 26 28 6.5 4·-4'B 9-10* D 23 23. 26 28 7 4·-1• B 5-5- D 23 23 26 28 7.5 5-9' B 9-1- D 23 23 25 27 8 3-6' B 4-9-023232527 8.5 3'-4-8 4-6- D 23 23 25 27 9 37 B 4'-3'D 23 23 25 26 9.5 3'-0" B 4'« D 23 23 24 26 10 2·-10•B 3'-10- D 23 23 24 26 10.5 2'-8- B 3-8 0 23 23 24 26 11 2'-1-B 3'€' 0 23 23 24 26 90 MPH EXPOSUME B 5 4'-4-B . 7'-3 E 20 n 25 Z7 5.5 3'-11 -B 6'-r E 20 22 24 26 6 3'-7 B 6'-1-E 20 21 24 26 6.5 5-4"8 5-7 E 20 21 24 25 7 3'-1- 8 5'-2-E 20 7.5 2-10-8 4'-10- E 20 8 . 7-8-B 4'-7' E 20 8.5 ZE 8 4-y E 20 9 27< 8 4,-1. E 20 95 re 6 3,-10' E 20 10 27 B 3-8- E 20 10.5 8 ye E 20 11 1-11'8 34- 8 20 3(1 29 29 28 26 28 26 28 26 27 25 27 25 27 25 27 25 26 24 26 24 26 24 26 28 27 26 26 WN:Sy N D: b: 01 01 26 E 28 28 31 21'-2" 26 29 12-11-E 29 29 31 33 27 E 29 29 30 19'-0"F 33 27 28 25 11'6- E 29 29 30 1#-1'F 34 E 29 29 30 17'-3-F 34 27 F 29 29 29 16'-7-34 27 30 30 30 1541"35 40 30 30 30 19-3 F 35 27 30 30 30 14'-9"35 27 27 29 F 30 30 30 14'-3"P 35 27 P 30 30 30 1 3-0'36 27 27 25 8-0-30 30 30 13&4-36 27 T.8*30 30 30 17-llu 36 27 74-30 30 30 17-r F 36 27 30 30 30 12<r F 36 27 30 30 30 11'-r F 27 30 30 30 11'-0-37 27 F 30 30 30 10-6-37 9888*188 88 8 88 7% M *M 0§881**R·:69**18%88*MA 14 Ga 39/ Steel C Beam (Mt,7-8) Attached Freestanding m Structure Muitispan Units MAX .MAX POST LENGTH POST MIN FOOTER- 9 | 12' | 19 SPACING POST SIZE CONSTRAINED FOOTi {FT) TYPE -d-V | •d· fin) (in) (in) 1 (in) 10-8- E 26 26 29 31 19-0-E 26 26 29 31 94- E 26 26 29 30 BAG- F U 9 28 .30 EA-P . 27 27 28 30 7Jr F 27272829 7-1 F 27 27 27 29 5-10=F 27 27. 27 29 e-e ¥27 27 27 28 e-2»F 27 27 27 28 5-10-F 27 27 27 28 5-7 F 27272728 5.r F 27 27 27 27 67 F 17 27 27 27 11'-10 E 23 24 27 29 10'-4'E 24242729 94 F 24 24 26 28 9-2-24 24 26 28 5* F ZA 24 25 a 5-23 F 24 24 26 27 Te F 24 24 25 27 74-F 24 24 25 27 6'-10" F 24 24 25 26 6,6-F 24242426 9-2-F 24 24 24 26 9-10-F 24 24 24 26 5'-7- P 24 24. 24 25 9-4- F 24 24 24 25 10-0. E 25 26 29 31 9'4· F 26 26 29 30 8-3. P 26 26 28 30 E-27 5 26 26 28 30 T-7 F 26 26 27 29 7-1' F 26 26 27 29 5-7 P 26 26 27 29 6-7 ¥ 26 26 26 28 5-11- F 26 26 26 28 5-r F 26 26 26 28 9-4-F 26262627 9-1- F 26 26 26 27 4-10- F 28 26 28 27 9€ F 24 26 28 9-0- F 23 23 26 28 54· F 23 23 26 27 74" F 23 23 25 27 12 Ga 2%8' Steel C Beam (MU78) Attached Freestanding 01 Structure Multispan Units MAX POST LENGTH| MIN FOOIEF, E | 12 | 15' RSPACING POST SLZE CONSTRAINED FOOTER <FT) TYPE 170• F 30 30 32 35 le·0· F 31 31 32 34 16-2 F 31 31 32 34 144 F 31 31 31 33 13'-8*F 32 32 32 '33 13-1- F 32. 32 32 33 177 F 32 32 n 32 12'-1• F 32 32 32 11'-7- F 32 32 32 11'-2- F 33 33 33 33 10'-10- F 33 33 33 33 10%07 F 33 33 33 33 10-1- P 33 33 33 33 9-10- F 33 33 33 33 17-6- F 27 27 30 32 16+ F 28 28 30 31 15'-8- F 28 28 29 31 1+10· F 28 28 29. 31 14'-r F 28. 28 29 30 13-7 F 29 29 29 30 13'-0" F 29 29 29 30 12'-6- F 29 29 29 30 17-0'F 29 29 29 29 11'-7 F 29 29 29 29 11'-27 F 30 30 30 30 10'-10- F 30 30 30 30 le€ F 30 30 30 30 10f<r F 30 30 30 30 16'-V F 30 30 32 34 15'-7 F 30 30 32. 34 14Ly F 30 30 31 33 13-6- F 31 31 31 33 17-e F 31 31 31 33 12%3- F 31 31 31 32 11·% F 31 31 31 32 114- F 32 32 32 32 14-10-F 32323232 10-6- F 32 32 32 32 11-1" F 32 32 32 32 9-90 F 32 32 32 32 F 32 32 92 32 BUILDING PRODUC; On) (11) 1 In) 1 On) 9il[HILS U SI ICC ESR 1953 (2009 IBC) 12/5/2011 Page 63 of 101 23 25 23 23 25 23 25 23 23 25 26 23 24 6'-4-F 23 23 24 26 23 24 6'-0-23 23 24 22 24 F 23 22 24 94-23 23 23 24 23 22 24 8-1-23 23 23 22 23 4-10.F 23 23 23 25 L*\ 22 23 47 F 23 23 2325ijvl AFf7 1 -m 11 -4 \ AC 6B139 *JN\@ 2013 W &1&!M WS.ZE