Laserfiche WebLink
<br />NON - LOAD BEARING WALLS <br /> <br />~~ <br /> <br />'~-,'.':".. <br />t""r"'" <br />J <br />J <br />I <br />'f <br />:1 <br />>; <br />~ <br />I <br />~ <br />:~ <br />(If <br /> <br />FOR <br />~ <br />ROOf BEAM/"", ~~~.,CAB~~~G <br />R1DlE) BRACING ~rl <br />EXANPLr <br />EDGE <br /> <br /> <br /> <br />~ / iJ <br /> <br />I ~ BEA" SPAN I <br />GABLE <br />DETAIL 0 <br /> <br />SIDE WALL COLUMN <br />SCREEN WALL/SCREEN <br /> <br />ROOF <br /> <br />ROOf EEAW "- <br /> <br />.- <br />IIDGED BRAaNG <br />EXAWPLE <br /> <br />? <br /> <br />" <br />I /]wo <br />Vj co..uWN <br />HEIGHT <br />J <br /> <br />" I <br /> <br />'\ CAEU I BRAaNG <br />EXAWPLE <br /> <br />~ <br /> <br />". <br />EDGE <br />BEAM <br />(T'IP) <br /> <br />Ir- <br /> <br />ROOf BEAW SPAN <br />MANSARD <br />DETAIL @ <br /> <br />3871 TAWIAWI TRAIL. SUITE E <br />PORT CHARLOTTE, Fl 33952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 62+-2382 <br /> <br />~ ALUJI1NUII STRUCTURZS JL4STZR PLAN <br />E:NQNIIJH, It<<:. @ COPYRIGHT M. ENGINEERlHG, lNe. 2002 <br />AL ENGINEERING, INC. flORIDA UCENSE 11441 <br /> <br />PAGE 51 OF 266 <br /> <br /> <br />· CABLE BRACING TO BE INSTAL.lB) FOR EAOl g' (OR fRAcn~ lHEREOF) a: ~nCAL WAll. HEIGHT <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 USO SPAN<=12' <br />DEFLECTION UI80 SPAN >12' <br /> <br />SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x2x,O<< PB PURLlN <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 />(D) <br />2x2 PB <br />9.40 <br />8.50 <br />7,90 <br />7.40 <br />7.00 <br />6.70 <br />6.40 <br /> <br />(E) (F) (G) (H) (I) (J) (K) (l) (M) (N) (0) (P) <br />3><2 PB 2x3 PB 2x3SB 2x4 PB 2x4 SB 2x4SMB 2x5 5MB 2x6 5MB 2x7 5MB 2x8 5MB 2x9 5MB 2xl0 5MB <br />11.10 13,20 14.30 18.60 17.40 19,40 2230 24,00 2400 2400 2400 24.00 <br />10.10 12,00 1300 15.20 15.90 17.70 2030 24,00 24.00 24.00 24,00 2400 <br />9,30 11,10 12.00 14,10 14,80 16.50 1900 22.30 24.00 24.00 2400 24.00 <br />8.80 10.50 11.30 13.20 1390 1560 17.90 21.10 23.80 24.00 24.00 24.00 <br />8.30 9.90 1070 12.60 13.20 14.80 1700 20,10 22,60 24.00 24,00 2400 <br />7.90 9,50 1030 12.00 12.60 14,10 18.30 19.30 21.70 24.00 24,00 24.00 <br />760 9.10 9.90 11,50 12.10 13.60 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 2x3x.05O PB PURLlN <br /> <br /> (D) (E) (F) (G) (H) (I) (J) (I<) (L) (M) (N) (0) (P) <br />SPACING 2x2 PB 3><2 PB 2x3 PB 2x3SB 2x4 PB 2x4 SB 2x4 5MB 2x5 5MB 2x6SMB 2x7 5MB 2x8SMB 2:<9 5MB 2xl0 5MB <br />3'.0" 9,40 11,10 13.20 14.30 16.60 17.40 19.40 22.30 24.00 2400 24.00 2400 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 2400 2400 2400 <br />5'-0'" 7,90 930 11,10 12,00 14,10 14.80 18.50 11100 22.30 2400 2400 2400 2400 <br />6'-0'" 7.40 8.80 10.50 11.30 13.20 13.90 15.60 1790 21.10 2380 2400 24.00 2400 <br />1'-0' 7,00 8.30 990 10.70 12.60 13.20 14.80 17.00 20.10 22.80 2400 24.00 24.00 <br />8'-0'" 6,70 7.90 9.50 10.30 12.00 12.60 14,10 1630 19.30 21,70 2400 2400 2400 <br />1/'-0'" 8,40 760 11,10 11,90 1150 1210 13,60 1580 1860 20.90 2400 2400 2400 <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 /> WINO SPEED FACTOR <br /> 140 095 <br /> 120 105 <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 MUL T1PLlCATlON FACTOR DUE TO THE CODE SPECIFIED CHANGE IN DEFLECTION LIMITS. <br /> <br />srCT3' <br />