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<br />~f <br /> <br />FOR <br />~ <br />.~)~~',G <br />T K /~ / 'If11C! <br />ll~ >-1; ,... /, JHElGiT <br /> <br />~:t~l1!1!(: / (~ / V . <br />I ROOf BEAM SPAN I <br />GABLE <br />DETAIL CD <br /> <br />SIDE <br />SCREEN <br /> <br />WALL COLUMN <br />WALL/SCREEN <br /> <br />ROOF <br /> <br />NON - LOAD BEARING WALLS <br /> <br />NlE'" <br />45~ <br /> <br />/ <br /> <br />~ :zC> <br />::sZ <br />f-1~ <br />RIDGED BRAC.fc' U II) <br />EXAW'LE ~ <br /> <br />I <br /> <br />(l'l'P <br /> <br />~ <br /> <br />~ <br />I / J"" <br />V j CQUIIN <br />HEIGHT <br />1 <br />'\1 <br />\CAII.[ BRACNG <br />EXAIIPLE <br /> <br />". <br />EDGE <br />BEAll <br />(l'l'P) <br /> <br />- <br /> <br />R<XF BEAll SPAN <br />MANSARD <br />DETAIL @ <br /> <br />· CABLE BRAaNG TO BE INSlAL.LEIl FOR EAOi g' (~ FRAClI~ lHEREOF) IF 'r{RlICAl WAll. HEIGHT <br /> <br />~ <br /> <br />INTERPOLATION BETWEEN VALUES IS PERMISSIBLE. <br />VALUES IN DECIMAL FEET <br /> <br /> <br />MAXIMUM COLUMN HEIGHT <br />IN DECIMAL FEET <br />SCREEN WALLS. SCREEN ROOF <br />WIND LOADS UP TO 130 MPH,EXPOSURE C <br />DEFLECTION UBO SPAN<:12' <br />DEFLECTION U1BO SPAN >12' <br /> <br />~IDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2><2x.044 PB PURLlN <br /> <br /> (D) (El F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P) <br /> SPACING 2x2 PB 3x2 PB 3 PB 2x3SB 2><4 PB 2><4 SB 2x4 SMe 2x5 5MB 2x6 SMe 2><7 5MB 2x8 5MB 2x9 5MB 2xl0 5MB <br /> 3'.0" 9.40 11.10 3.20 I 14.30 16.60 17.40 I 19.40 22.30 24.00 24.00 24.00 24.00 24.00 <br />. 20.30 24.00 24.00 24.00 24.00 24.00 <br /> 1900 2230 24.00 24.00 2400 24.00 <br /> 11.30 15.60 17.90 21.10 23.80 24.00 2400 24.00 <br /> 7'..0" 700 8.30 990 10.70 12.60 I 13.20 14.80 17.00 20.10 22.60 24.00 24.00 24.00 <br />I 8'..0" I 6.70 7.90 9.50 ',0.30 1200 I 12.60 14.10 16.30 19.30 21.70 24.00 24.00 24.00 <br />I 9'..0" I 6.40 760 9.10 9.90 11.50 I 12.10 13.60 1580 1860 2090 24.00 24.00 24.00 <br /> <br />SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x3xOSO PB PURLlN <br /> <br /> (D) (El (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P) <br />SPACING 2x2 PB 3x2 PB 2x3 PB 2x3 SB 2><4 PB 2x4 SB 2x4 5MB 2x5 5MB 2x6 5MB 2x7 5MB 2x8 SMe 2x9 5MB 2xl0 5MB <br />3'-0" 9.40 11.10 13.20 14.30 16.60 1740 1940 2230 24.00 2400 24.00 2400 2400 <br />4'-0" 8.SO 10.10 12.00 13.00 15.20 15.90 17.70 2030 24.00 24.00 2400 2400 24.00 <br />5'-0" 7.90 9.30 11.10 12.00 1410 14.80 16 SO 1900 22.30 2400 2400 2400 24.00 <br />6'-0" 7.40 8.80 10.50 11.30 13.20 13.90 1560 1790 21.10 2380 2400 2400 2400 <br />7'..0" 7.00 8.30 990 10.70 1280 1320 1480 17.00 20.10 22.60 2400 2400 2400 <br />8'-0" 8.70 7.90 9.50 10.30 12.00 12.60 1410 1630 1930 21.70 24.00 2400 24.00 <br />9'-0" 6.40 7.60 910 990 1'.SO 12.10 13.60 1580 18.60 2090 2400 2400 24.00 <br /> INTERPOLATION BETWEEN VALUES IS PERMISSleLE. <br /> VALUES IN DECIMAL FEET <br /> MUL TIPL Y THE COLUMN HEIGHTS BY THE FOLLOWING FACTORS TO GET ALLOWABLE HEIGHTS FOR DIFFERENT WINDS PEE OS <br /> WIND SPEED FACTOR <br /> .140 0.95 <br /> 120 105 <br /> 110 1.10 <br /> NOTE: COLUMN HEIGHT MAY NOT eE 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 /> <br />SJI'CT3' <br /> <br />3871 TAWIAMI lRAlL. sum: E <br />PORT CHARLOTTE. Fl 338152 <br />PHONE: (941) 627-4901 <br />FAX: (1141) '24-2312 <br /> <br />~ J.LUJlINUJI STRUCTUlUS JUST~R PLAN <br />ENliINEBlIIi, IHC. @ COPYRIGHT .AI. ENGlNBEJUNG, INC. 2002 <br />At EHGlNEERlNG, INC. flORIDA UCENSE 17441 <br /> <br />PAGE 51 OF 266 <br />