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FREE STANDING & MOST ATTACHED-SYSTEMS <br /> TAB'- E 10- NIANK L.BCNNARDO,P.E. <br /> ALLOWAE SAVE BEAM SPAN'90MPH Ex 'a,To TABLE I:L- <br /> BEAM TYPE MAXIMUM A STATE SEAL <br /> 2)c4 SMB W-0- ROOF E EAVE BEAM SPAN: Ex TABLE 12- INDICATED BELOW <br /> -0. a.-o BEAM TYPE MAXIMUM ALLOY�LA�B�EAVE BEAM Sp <br /> 2X4TILT BEAM V—C­1_9.MPH EXP-W nR T.11)JOB-OK <br /> 121-01 BEAM TYPE MAXIMUM ROOF SPAN <br /> 2XS EDGE BEAM 6-51 2x4 TILT X4SMB W-01 8'.0., <br /> 2x5 SMB 6'.9'- Su-V' 12--0-1 a:Zi 4 8 <br /> x4 TILT BEAM T-2" 4�m 1 <br /> T-Y 4'5- m A z ffi <br /> a. 2X6 SMS2X5 EDGE BEAM 1.... 5'-7" 4-9" 0 <br /> ts'-U" uj.JF -- <br /> Z,tL LE- <br /> S'-Y z '. W <br /> 2- C Lu X W <br /> 6'-lu" 7" > Z <br /> 12'-0" x8 SMB x4 SMB 10, <br /> co E -u (9 <br /> 2xio SMB 12'-0- 1 121-o- 12'- Z <br /> 12'-0" 1Z-0-1 12'.0 EDGE BEAM 12'-0111 12'-C" W <br /> 8--9" j _j <br /> 0 lxlu SMB <br /> 10. <br /> 12'-0" IZ-0- 1 x G BEAM S,_q. <br /> 12'.O'� 12'- 12'-0- 1 Z w <br /> TABLE 13- 2xio SMB 10"g., 4 ul <br /> —m- IV-011 12'-o 19 Lu <br /> ALLOWABLE SAVE BEAM SPAN:1411[li PH EX C. 155 P - .0,� II <br /> m H P TABLE 14: & <br /> POST TYPE MAXIMUM ROOF SPAN ALLOWABLE E��VE_BFAM SPAN-ISSMPH Ex 1C, Ck-z5z <br /> 2X4 SMB ..0 81-01, 165 MPH EXP V TABLES 10-16 NOTES 275n <br /> 2X4 TILT BEAM 0 W-811 101-01, 12'-0" BEAM TYPE MAXIM F SPAN 2010 ALUMINUM DESIGN MANUAL,ALLOWABLE STRESS U') <br /> . - W-4" 4'-u DESIGN METHOD USED IN ALL TABLES. z <br /> a 7-2" W-2" 2X4 SMB 6'o" 30' 4) TABLES 10-16 ARE LLJ ME:10478 <br /> 2xS SMB 4'-811, E TO BE USED FOR ROOF OVER OPEN LIMD:28152 <br /> 2XS EDGE BEAM 71-ir 2X4 1 5'-7" S.-o'. 4 KVLTURESTHAT EITHER MLE-STANDZNG OR HOST <br /> 5--7" S'-2" 6'- 1 4'-2- ATTACHED AS ILLUSTRA'tu ON SHEET I Ul !]kA:43224 <br /> 7x5 SMB - 11 3) MAXIMUM ALLOWABLE SAVE BEAM SPAN IS 12 IT, NA3001 <br /> bmis 2XS EDGE BEAM �) DEFLECTION LIM, :49491 <br /> 2X7 SMB 6'-7" lAo ts 10" 5) COLUMN SPACING L/120. O'N :16927 <br /> IS HALF THE DISTANCE TO THE LEFT Elmo. <br /> --utD TO HALF THE 01 2X7 B T-6" DISTANCE ANCE TO THE RIGHT or THE sEAm <br /> 2x8 B 111, (AVERAGE COLUMN SPACING). <br /> Ll� K.zooloi=624 <br /> 12'-0- 6) VALUES BELOW ALLOWABLE CEILING HEIGHT <br /> INTENDED TO BE BUILT ON 353SO <br /> 10'-3- KNEEWALLsro <br /> 7) LOADING CRITERIA C PIED By OTHERS) <br /> M 12, OR OTHER <br /> .0 SUPPORTING STRUCTURES(CeRn N(�MZMI <br /> m Im 00H�m�. <br /> 32'-0- 12'-0" 101-9,� 8'-3" S'-Y' CONSIDERED IS THE GOVERNING 1 2 :E .�K060991 <br /> Ill CASE OF THE FOLLOWING SCENARIOS:2PSF ROOF DEAD <br /> 12'-0- 12'-u 12'-0- LOAD,30 PSF MINIMUM SOLID ROOF LIVE LOAD,SOLID _j <br /> 12'-oll 12'-0- 10'-6" ROOF WIND LOADS PER DESIGN CRITERIA IN GENERAL < <br /> NOTES, <br /> TABLE 15: b <br /> [tvrela2 <br /> CAVE SEAM CLEAR SPAN <br /> OR ALLOWABLE EAVE BEAM SPAN 165MPH Ex IC, TABLE 16: 109 <br /> Ll FIN <br /> a _w�17OMPH 8LLOWABI E EAVE BE-AM SPAN CA27M <br /> BEAM Type MAXIM U) <br /> UM ROOF SPAN —18OMP E� 'Cl <br /> BEAM TYPE ROOF SPAN 'C420m <br /> 121.0" <br /> 6 81-o'. s.0-"o. <br /> 4'9" _,I 1 9 <br /> 4--7" 5"-.. T-7- ;11 <br /> T-S" Y�Ijll fil <br /> 2XS EDGE BEAM —A. W-8 4'-4- <br /> 2x8 SMB 71-1 1" VE <br /> T-8- 7`-0 <br /> 1 <br /> —-1 -4- SMB 6'-7" SI-7" RA "A <br /> 6,7'-C-BEAM 6., 1()'-S" SA, <br /> 2"x7"EDGE BEAM T-6" 2x9 SMB f <br /> 7--W <br /> lxlu SMB 10'-7" 91-9" a <br /> 101-S" 91-lo" 7'-1- T-I- <br /> O <br /> 2X10 SMB10'-71 'THIS D f lo"O. L APPLIES To <br /> 12'-u. 12-0"121-o*, 12'-o- ' 80Ho ATTACHED AND L FREE-STANDING ROOF 80w=Pz <br /> OVER OPEN STRUCTURES 1994 <br /> scaLEe <br /> EAVE-BEAM PAGE 0 TION: <br /> SPACING ISOMETRIC <br />