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<br />IV~ <br /> <br />I <br /> <br />I <br /> <br /> SIDE WALL COLUMN <br /> FOR SCREEN WALLlsCREEN ROOF <br /> NON - LOAD BEARING WALLS <br />~rr N~ <br />30' <br /> - 45" <br />-~ ~.~~' ROO' BEAM ""'- <br />~ ~~\ <br />~D~~~G ./ EDGE 'J / JI V 'OlGlll'" , <br /> EDGE <br />T~ ~ A BEAU ~1w, <br />~ \ (l'rP) <br />NlE ~ j ~~~~ :z:U <br />~ .~ -~- ~~ <br /> t19i ca..uIlN <br />+- UIl/ HEIGfT <br /> EXAWPLE 1 <br />16" WIN. DlAIR ~~ ~ <br />-46" MAX. / (~ I <br />~ , \. I <br />I ROOf BEAM SPAN I I ROOf BEAM SPAN "\ CA9..E I BRACNG <br /> GABLE MANSARD <br /> DETAIL ([) DET AIL @ EXAMPLE <br /> · CABLE BRACNG TO BE INSTAlLED fOR EAOi g' (OR fRACll()j lHEREOF) IF 'tffillCAl.. WALl HEIGHT <br /> MAXIMUM COLUMN HEIGHT <br /> IN DECIMAL FEET <br /> SCREEN WAlLS, SCREEN ROOF <br /> WIND LOADS UP TO 130 MPH,EXPOSURE C <br /> DEFLECTION U80 SPAN<=I2' <br /> DEFLECTION U180 SPAN >12' <br /> SIDE WAlL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x2x.044 PB PURlIN <br /> (D) (E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P) <br />SPACING 2x2 PB 3><2 PB 2x3 PB 2x3SB 2x4 PB 2.4 SB 2x4 5MB 2.5 5MB 2.6 5MB 2.7 5MB 2.8 5MB 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 24.00 24.00 2400 24.00 <br />4'.0- 850 10.10 12.00 1300 1520 15.90 17.70 20.30 24.00 24.00 24.00 2400 24.00 <br />5'-0' 7.90 9.30 11.10 12.00 14.10 14.80 16.50 1900 22.30 24.00 24.00 24.00 2400 <br />6'-0" 7.40 8.80 10.50 11.30 13.20 13.90 15.60 17.90 21.10 23.80 24.00 2400 24.00 <br />7'-0" 7.00 8.30 9.90 10.70 12.60 1320 1480 17.00 20.10 22.60 24.00 24.00 2400 <br />8'-0" 6.70 7.90 9.50 10.30 12.00 12.60 14.10 16.30 19.30 2170 2400 2400 24.00 <br />g-O" 6.40 7.60 9.10 9.90 11.50 12.10 1360 15.80 18.60 2090 2400 2400 24.00 <br /> INTERPOLATION BETWEEN VAlUES IS PERMISSIBLE. <br /> VAlUES IN DECiMAl FEET <br /> SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2.3.050 PB PURlIN <br /> (D) (E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P) <br />SPACING 2><2 PB 3.2 PB 2x3 PB 2x3SB 2x4 PB 2.4 SB 2x4 5MB 2x5 5MB 2><6 5MB 2.7 5MB 2x8SMB 2x9 5MB 2.10 5MB <br />3'-0" 9.40 11.10 13.20 14.30 16.60 17.40 1940 22.30 24.00 24.00 24.00 24.00 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 24.00 24.00 <br />5'-0" 7.90 930 11.10 12.00 14.10 1480 16.50 1900 22.30 24.00 2400 2400 24.00 <br />6'-0' 7.40 880 10.50 11.30 13.20 13.90 1560 1790 21.10 2380 2400 2400 2400 <br />7'-0" 7.00 8.30 9.90 10.70 12.80 1320 1480 17.00 20.10 22.60 24.00 24.00 24.00 <br />8'-0" 6.70 7.90 9.50 10.30 12.00 1280 1410 1630 19.30 21.70 2400 2400 24.00 <br />g-O" 6.40 7.60 910 990 1150 12.10 13.60 1580 1860 2090 2400 2400 24.00 <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 /> 140 095 <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 MULTIPLICATION FACTOR DUE TO THE CODE SPECIFIED CHANGE IN DEFLECTION LIMITS. <br />SrCT3 t <br />3871 TAWIAWI TRAIL. SUITE E ~ ALUMINUJI STRUCTURES JUSTZR PUN <br />PORT QiARlOTTE. Fl 33952 <br />PHONE: (941) 627-4901 ENIKDlIt6.IHC. @ COPYRIGHT .AI. ENGINEERING, INC. 2002 PAGE 51 OF 266 <br />fAX: (941) 62+-2382 At. ENGINEERING, INC. flORIDA UCEHSE 114-41 <br /> <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />