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<br />~ <br />ROOf BEAM ~/' CABlE BRACHG <br />"'" EXAWPlf \ <br />.~~ fD}~) <br />T~ /r~ l~ <br />~1l IL \'-i- / 1 JHElGIT <br />~lIi: II ~ I <br /> <br />I ROOf IlEAW SPAN I <br />GABLE <br />DETAIL 0 <br /> <br />SPACING <br />3'-0' <br />4'-0' <br />5'-0" <br />6'-0' <br />7.0- <br />6'.0- <br />9'.0" <br /> <br />SPACING <br />3'-0" <br />4'-0" <br />5'-0" <br />6'-0' <br />7-0" <br />8'.0" <br />9'-0" <br /> <br />rCT3' <br /> <br />71 TAWIAWI "tRAIL. SUITE E <br />RT CHARLOTTE, Fl 33952 <br />ONE: (941) 627-4901 <br />IC: (941) 62+-2382 <br /> <br />(D) <br />2x2 PB <br />9AO <br />8.50 <br />7.90 <br />7.40 <br />7.00 <br />6.70 <br />6.40 <br /> <br />. (D) <br />2X2 PB <br />9.40 <br />8.50 <br />7.90 <br />740 <br />7.00 <br />6.70 <br />6.40 <br /> <br />FOR <br /> <br />SIDE WALL COLUMN <br />SCREEN WALLlsCREEN <br /> <br /> <br />ROOF <br /> <br />NON - LOAD BEARING WALLS <br /> <br />NlE" <br />45~ <br /> <br />ROOf IlEAW ~ <br /> <br />/ }P:~" <br />~ rf ~ ~J~ <br />~~~ ~ j <br /> <br /> <br />I ROOf BEAM SPAN "'\ -! <br />MANSARD <br />· CAEl.E BRACING <br /> <br />DETAIL <br /> <br />@ <br /> <br />EXAWPLE <br /> <br />· CABLE BRACING TO BE INSTAillD fOR EAOi g' (OR FRACTI~ lHEREOF) (J' 'tfRTICAl WAll HEIGH <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 lJ80 SPAN<=12' <br />DEFLECTION U180 SPAN >12' <br /> <br />SIDE WAlL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x2x.044 PB PURlIN <br /> <br />(E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P) <br />3x2 PB 2><3 PB 2x3SB 2><4 PB 2x4 SB 2><4SMB 2x5 5MB 2x6 5MB 2x 7 5MB 2x8 5MB 2x9 5MB 2xl0 5MB <br />11.10 13.20 14.30 16.60 17.40 19.40 2230 24.00 2400 24.00 2400 24.00 <br />10.10 12.00 13.00 15.20 15.90 17.70 20.30 24.00 24.00 24.00 24.00 2400 <br />930 11.10 12.00 14.10 14.80 16.50 1900 22.30 24.00 2400 2400 24.00 <br />8.80 10.50 11.30 13.20 13.90 15.60 17.90 21.10 23.80 2400 2400 24.00 <br />830 9.90 1070 12.60 13.20 1480 17.00 20.10 22.60 24.00 24.00 2400 <br />7.90 9.50 10.30 12.00 1260 1410 16.30 19.30 21.70 24.00 24.00 2400 <br />760 9.10 990 11.50 1210 1360 1580 18.60 20.90 2400 24.00 2400 <br /> INTERPOLATION BETWEEN VAlUES IS PERMISSIBLE. <br /> VALUES IN DECIMAL FEET. <br /> SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x3x050 PB PURlIN <br /> <br />(E) <br />3.2 PB <br />11.10 <br />10.10 <br />9.30 <br />8.80 <br />8.30 <br />7.90 <br />7.60 <br /> <br />_ (F) <br />2><3 PB <br />13.20 <br />12.00 <br />11.10 <br />10.50 <br />9.90 <br />9.50 <br />9.10 <br /> <br />(G) <br />2x3SB <br />14.30 <br />13.00 <br />12.00 <br />11.30 <br />10.70 <br />10.30 <br />990 <br /> <br />2x~H~B 2x~I~A 2><4(~MB 2X~~MB I ~~MB <br />1860 17.40 19.40 2230 24.00 <br />15.20 15.90 17.70 20.30 24.00 <br />14.10 14.80 18.50 19.00 22.30 <br />1320 1390 15.60 1790 21.10 <br />12.60 1320 14.80 1700 20.10 <br />12.00 12.60 14.10 1630 19.30 <br />11.50 12.10 1360 1580 18.60 <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 /> <br />2><~~MA "~~MB <br />24.00 24.00 <br />24 00 24 00 <br />24.00 24.00 <br />2380 24.00 <br />22.60 2400 <br />21.70 2400 <br />20 90 24 00 <br /> <br />2~~MB i 2Xlg'~MB <br />24.00 24.00 <br />24.00 2400 <br />2400 2400 <br />24.00 2400 <br />24.00 2400 <br />24.00 2400 <br />24.00 2400 <br /> <br />~ ALUJIlNUJI STRUCTUIUS JUSTZR PLAN <br />DDClIJlt4G. INC. @ COPYRlGHT ~ ENGINEERING, INC. 2002 <br />AL ENGINEERING, INC. flORIDA UCENSE #7441 <br /> <br />PAGE 51 OF 266 <br />