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<br />..~.. <br />-;r:~~'. <br /> <br />FOR <br /> <br />SIDE WALL COLUMN <br />SCREEN WALL/SCREEN <br />NON - LOAD BEARING WALLS <br /> <br />ROOF <br /> <br />~1E <br />~' <br /> <br />ROOFIlEAIot"", <br />RIDGED BRACING ~ <br />EXAMPlf ~ <br /> <br />T~ <br />~~ .~ -1- <br />1~ II <br />48' "AX. <br />:::...r:.::.= <br />I <br /> <br />· CABlE BRACING <br />EXAI.IPlE \ <br /> <br />N1E~ <br />45~ <br /> <br />EDGE <br />I~ <br /> <br />" <br />~ "AlO"U" <br />OOJ.JWN <br />HEIGH <br /> <br />J <br />I <br /> <br />RDa" a:AM ""'- <br /> <br />'-, T l/"1llV ~ <br />EDGE I ~ <br /> <br />i\ --3~ ~ ~l, <br />RIXD BRAO~ r \ ; ~ =~ <br />.....~ ~~ ~) <br /> <br />I ROOF IlEA.ll SP AN '\. \. I <br />MANSARD ~, <br />DETAIL @ · ~~AONG <br /> <br />/ <br /> <br />3871 TAUIAUI TRAIl., SUITE E <br />PORT QiARLOTTE, Fl 33952 <br />PHONE: (941) 627-4901 <br />FAX: (941) 624-2382 <br /> <br />~ n.UJlINUJI STRUCTUIUS JUSTZR PUN <br />ENliKEJINi, INC. @ COPYBIGHT AI. EHGIND:RING, INC, 2002 <br />AL ENGINEERING, !He. FlORlOA UCENSE "'<<1 <br /> <br />PAGE 51 OF 266 <br /> <br /> <br />CHAIR <br /> <br />(~J <br /> <br />ROOF BEAW SPAN <br />GABLE <br />DETAIL 0 <br /> <br />· CABLE BRACING TO BE INSTAIlfD FOR EAQi 9' (lJi FRACTI~ lH[REOf) CF \fllTICAl WAll HElGlT <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 li80 SPAN<;I2' <br />DEFLECTION U180 SPAN >12' <br /> <br />SIDE WAlL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x2x.Q4.4 PB PURlIN <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 />790 <br />7.40 <br />7.00 <br />8.70 <br />8.40 <br /> <br />(E) (F) (G) (H) (I) (J) (K) (L) (1.1) (N) (0) (P) <br />3><2 PB 2x3PB 2><3SB 2x4 PB 2x4 SB 2x4 5MB 2x5 5MB 2x8 5MB 2x7 5MB 2x8SMB 2x9 5MB 2xl0 5MB <br />11.10 13.20 14.30 1660 17.40 19.40 22.30 24.00 24.00 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 24.00 <br />930 11.10 12.00 14.10 14.80 18.50 1900 22.30 24.00 24.00 2400 2400 <br />8.80 10.50 11.30 13.20 13.90 15.60 1790 21.10 23.80 24.00 2400 24.00 <br />830 990 10.70 1260 13.20 1480 17.00 20.10 22.80 24.00 2400 24.00 <br />7.90 9.50 10.30 12.00 1280 1410 18.30 19.30 21.70 24.00 2400 24.00 <br />7.60 9.10 9.90 11.50 12.10 1360 1580 1860 20.90 24.00 2400 24.00 <br /> INTERPOLATION BETWEEN VAlUES IS PERMISSIBLE. <br /> VAlUES IN DECiMAl FEET. <br /> SIDE WALL COlUMN CHART FOR USE IN CONJUNCTION WITH 2x3x.05O PB PURlIN <br /> <br /> (D) (E) (F) (G) (H) (I) (J) (K) (L) (1.1) (N) (0) (P) <br />SPACING 2><2 PB 3x2 PB 2x3 PB 2x3 SB 2x4 PB 2x4 SB 2x4 5MB 2x5 5MB 2x6 5MB 2x7 5MB 2x8 5MB 2x9 5MB 2xl0 5MB <br />3'-0" 9.40 11.10 13.20 1430 16.80 17.40 19.40 22.30 24.00 24.00 2400 24.00 2400 <br />4'-0' 8.50 10.10 1200 13.00 15.20 15.90 17.70 20.30 24.00 24.00 2400 24.00 24.00 <br />5'-0" 7.90 9.30 11.10 12.00 14.10 14.80 18.50 1900 22.30 24.00 24.00 2400 24.00 <br />8'-0" 7.40 880 10.50 11.30 13.20 13.1lO 1560 17.90 21.10 23.80 24.00 24.00 24.00 <br />7'-0" 7.00 8.30 9.90 1070 1280 13.20 1480 17.00 20.10 2280 24.00 2400 24.00 <br />8'-0" 8.70 7.90 9.50 10.30 1200 12.80 1410 18.30 1930 21.70 24.00 24.00 24.00 <br />9'-0" 6.40 7.80 9.10 9.90 11.50 12.10 1360 15.60 1860 2090 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 /> 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 MUL TIPlICATlON FACTOR DUE TO THE CODE SPECIFIED CHANGE IN DEflECTION LIMITS. <br /> <br />srCT3' <br />