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. SIDE WALL COLUMN FOR SCREEN WALL/SCREEN ROOF ~ NON - LOAD BEARING WALLS N~ 45' ROOF ..... ~. CAIIlE IIlACING ROOF BEAM ""- ~ EXAMPlE , ._~G,/ ~,I / ~ ii9 IlIllJllI" ~ EXAMPI.f I EDr.i ED~ T~ /~ ~= \ BEAM (T'tP) Nrr I! HB~T z<:> ~I~ - ,- J ~~ OOJJIIN /' g~ 1~ / ru.~ RIDGED BRAaNG HEI~T EXAMPLE ~ /! 1 48" tMAX. / (~ J (T'tP I , I I " I ROOF BEAM SPAN ROOF BEAM SPAN "> CA8l.E I BRAaNG GABLE MANSARD DETAIL ([) DETAIL @ EXAMPLE . CABLE BRAaNG TO BE INSTAllED FOR EAOi g' (OR FRACTION lHEREOF) ~ VERTICAL WAlL HEI~T MAXIMUM COLUMN HEIGHT IN DECIMAL FEET SCREEN WALLS - SCREEN ROOF WIND LOADS UP TO 130 MPH,EXPOSURE C DEFLECTION USO SPAN<=12' DEFLECTION U180 SPAN >12' SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x2x.044 PB PURlIN (D) (E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P) SPACING 2x2 PB 3x2 PB 2x3PB 2x3SB 2x4 PB 2x4 SB 2x4SMB 2x5 5MB 2x6 5MB 2x7SMB 2x8 5MB 2x9 5MB 2xl0 5MB 3'-0' 9.40 11.10 13.20 14.30 16.60 17.40 19.40 22.30 24.00 24.00 24.00 24.00 24.00 4'-0' 8.50 10.10 12.00 13.00 15.20 15.90 17.70 20.30 24.00 24.00 24.00 24.00 24.00 5'-0. 7.90 9.30 11.10 12.00 14.10 14.80 16.SO 19.00 22.30 24.00 24.00 24.00 24.00 6'-0" 7.40 8.80 10.SO 11.30 13.20 13.90 15.60 17.90 21.10 23.80 24.00 24.00 24.00 7-0" 7.00 8.30 9.90 10.70 12.60 13.20 14.80 17.00 20.10 22.60 24.00 24.00 24.00 6'-0" 6.70 7.90 9.SO 10.30 12.00 12.60 14.10 16.30 19.30 21.70 24.00 24.00 24.00 9'-0. 6.40 7.60 9.10 9.90 11.SO 12.10 13.60 15.80 18.60 20.90 24.00 24.00 24.00 INTERPOLATION BETWEEN VALUES IS PERMISSIBLE. VALUES IN DECIMAL FEET. SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x3x.OSO PB PURlIN (D) (E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P) SPACING 2x2 PB 3x2 PB 2x3 PB 2x3 S8 2x4 PB 2x4 SB 2x4SMB 2x5 5MB 2x6 5MB 2x7 5MB 2x8SMB 2x9 SM8 2xl0 5MB 3'-0" 9.40 11.10 13.20 14.30 16.60 17.40 19.40 22.30 24.00 24.00 24.00 24.00 24.00 4'-0" 8.SO 10.10 12.00 13.00 15.2Q 15.90 17.70 20.30 24.00 24.00 24.00 24.00 24.00 5'-0" 7.90 9.30 11.10 12.00 14.10 14.80 16.SO 19.00 22.30 24.00 24.00 24.00 24.00 6'-0" 7.40 8.80 10.SO 11.30 13.20 13.90 15.60 17.90 21.10 23.80 24.00 24.00 24.00 7-0" 7.00 8.30 9.90 10.70 12.60 13.20 14.80 17.00 20.10 22.60 24.00 24.00 24.00 8'-0" 6.70 7.90 9.SO 10.30 12.00 12.60 14.10 16.30 19.30 21.70 24.00 24.00 24.00 9'-0" 6.40 7.60 9.10 9.90 11.50 12.10 13.60 15.80 18.60 20.90 24.00 24.00 24.00 INTERPOLATION BETWEEN VALUES IS PERMISSIBLE. VALUES IN DECIMAL FEET. MUL TIPL Y THE COLUMN HEIGHTS BY THE FOLLOWING FACTORS TO GET ALLOWABLE HEIGHTS FOR DIFFERENT WlNDSPEEDS WIND SPEED FACTOR 140 0.95 120 1.05 110 1.10 NOTE: COLUMN HEIGHT MAY NOT 8E EXTENDED FROM A VALUE LESS THAN 12 FEET TO A VAlUE GREATER THAN 12 FEET THROUGH THE USE OF A MULTIPLICATION FACTOR DUE TO THE CODE SPECIFIED CHANGE IN DEFlECTlON LalITS. SrcT3t 3871 TAMIAMI TRAIL. sum: E ~ ALUJllNU1I STRUC'I'URKS JaSTZR PUN PORT CHARLOTTE. A. 33952 PHONE: (941) 627-04-901 ENIiINE8lIIi, INC. @ COPmIGRT AI. D~JUiKlmj, nrc. 2002 PAGE 51 OF 266 FAX: (941) 6204--2382 Al ~GlNEERlNG, 1Ne. FUlRIDA UCENSE 174-41 --