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<br />~ <br /> <br /> SIDE WALL COLUMN <br /> FOR SCREEN WALLlsCREEN ROOF <br />~ NON - LOAD BEARING WALLS <br /> NG <br /> 45' <br />_ IDII ~. C.IlllE "",,"G Rlla' IBM "" <br />~ ~M, <br />",~G,/ ".Y~ / ~ V'Ir-' " <br /> FnGF <br />T~ V~ ~ BEAM ~1w, <br />~~ (l'tP) <br />NlE ~ I-ElGiT zC> <br />rr~ ~~_ Iili <br /> J / i~ ca..uWN <br />+- ~/ NUfR RI)GEIl BRAONG IEIGfT <br /> ElWI'LE ~ ~ J <br />16' IoI1N.. ..-. (l'tP <br />48" .WAX. / (~ J <br />I I I R<XF BEAM SPAN \. I <br />ROOF BEAW SPAN '\ CAB..E BRAONG <br /> GABLE MANSARD <br /> DETAIL CD DET AIL @ EXAWPLE <br /> · CABLE BRACING TO BE INSTAUED FOR EAQl g' (~ FRACnCJ4 lHEREOF) IF ~nCAl WALl HEIGHT <br /> MAXIMUM COLUMN HEIGHT <br /> IN DECIMAL FEET <br /> SCREEN WALLS - SCREEN ROOF <br /> WIND LOADS UP TO 130 MPH.EXPOSURE C <br /> DEFLECTIONUBO SPAN<=12' <br /> DEFLECTION U180 SPAN >12' <br /> SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x2x.0+4 PB PURLlN <br /> (D) (E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P) <br />SPACING 2><2 PB 3><2 PB 2x3 PB 2x3SB 2x4 PB 2x4 SB 2x4 5MB 2x5 5MB 2x6 5MB 2x7 5MB 2x8 5MB 2x9 5MB 2x10 5MB <br />3"-0" 9.40 11.10 13.20 1430 16.60 17.40 1940 22.30 24.00 24.00 2400 24.00 24.00 <br />4'-0" 8.50 10.10 12.00 13.00 15.20 15.90 17.70 20.30 24.00 24.00 24.00 2400 24.00 <br />5'-0' 7.90 9.30 11.10 12.00 14.10 14.80 18.50 1900 22.30 2400 2400 2400 24.00 <br />6'-0" 7.40 8.80 10.50 11.30 13.20 13.90 15.60 17.90 21.10 23.80 24.00 2400 24.00 <br />T-O' 7.00 8.30 990 1070 1260 1320 14.80 1700 20.10 2260 24.00 24.00 24.00 <br />8'-0" 6.70 790 9.50 10.30 12.00 12.60 14.10 16.30 1930 21.70 2400 24.00 24.00 <br />9'-0' 6.40 760 910 9.90 11.50 12.10 13.60 1560 16.60 2090 2400 24.00 24.00 <br /> INTERPOLATION BETWEEN VALUES IS PERMISSIBLE. <br /> VALUES IN DECIMAL FEET. <br /> SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x3x.050 PB PURLlN <br /> (D) (E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P) <br />SPACING 2x2 PB 3><2 PB 2x3PB 2x3 SB 2x4 PB 2x4 SB 2x4 5MB 2x5 5MB 2x6 5MB 2x7SMB 2x8 5MB 2><9 5MB 2x10 5MB <br />3'.0" 940 11.10 1320 14.30 16.60 17.40 19.40 22.30 24.00 24.00 24.00 24.00 24.00 <br />4'.0" 850 10.10 12.00 13.00 15.20 15.90 17.70 20.30 24.00 24.00 24.00 2400 24.00 <br />5'-0" 7.90 9.30 11.10 12.00 14.10 1480 16.50 1900 22.30 2400 2400 24.00 24.00 <br />tr-O" 7.40 8.80 1050 11.30 13.20 1390 1560 1790 21.10 2380 24.00 2400 2400 <br />T-U' 7,00 830 9.90 1070 1260 13.20 1480 17.00 2010 22M 2400 2400 24.00 <br />A'.1l" A,70 790 8M 1D3O 12.00 1UO 14.10 1830 18.30 21.10 2400 24.00 2400 <br />9'-U' 6.40 7.60 910 9.90 11.50 1210 13.60 15.80 1660 20.90 2400 2400 24.00 <br /> INTERPOLATION BETWEEN VALUES IS PERMISSIBLE. <br /> VALUES IN DECIMAL FEET. <br /> MUL TIPL Y THE COLUMN HEIGHTS BY THE FOLLOWING FACTORS TO GET ALLOWABLE HEIGHTS FOR DIFFERENT WINDSPEEDS <br /> WIND SPEED FACTOR <br /> 140 0.95 <br /> 120 1.05 <br /> 110 1.10 <br /> NOTe, COLUMN HEIGHT MAY NOT BE EXTENDeD FROM A VALUE LESS THAN 12 FEET TO A VALUE GREATER THAN 12 FEET <br /> THROUGH THE USE OF A MULTIPliCATION FACTOR DUE TO THE CODE SPECIFIED CHANGE IN DEFLECTION LIMITS. <br />SJfCT3' <br />3871 TAMIAMI TRAIL. SUITE E ~ .u.UIHNUM STRUCTURES MASTER PUN <br />PORT OiARLOTIE. FL 339152 <br />PHONE: (941) 627-4901 rNliINEERIt6, INC. @ COPYR1GHT .iL ENGIN'D:RJNG, INC. 2002 PAGE 51 OF 266 <br />FAX: (841) 824-2382 AI.. ENGINEERING, INC. FLORIDA UCENSE 17441 <br /> <br />l <br />