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<br />~ <br /> <br />ROOf BEAM "" ~ ~~CIHG ROOf BEAM "'- <br /> <br />~G/rvlr )1~ /' .., ~""" '" <br />r.~K ~ /lW 7= r\ - i~ ~ ~1ww <br />-LJ... '\~~/ rn_ /1 1 RIXE)~.rcr\~g~ J= <br />:::1l / (~I ~ 1)1> ~ <br />=--r:.::.: .- ~ _I <br />I ~~~ I I ~~~, <br />GABLE MANSARD ~, <br />DETAIL 0 DETAIL @ .~~ACING <br /> <br />SPACING <br />3'.(). <br />4'.()" <br />5'.(). <br />8'.()" <br />7'.(). <br />8'.()" <br />9':.0. <br /> <br />.....",..'" <br />~'. <br />4'.0- <br />5'.()" <br />8'.()" <br />7'.()" <br />, 8'.()" <br />9'.()" <br /> <br />srCT3' <br /> <br />3871 TAWIAWI TRAIL. SUITE E <br />PORT QiARLOTTE. Fl 3J1l152 <br />PHONE: (1141) 827-4901 <br />FAX: (1141) 824-2382 <br /> <br />FOR <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 />..<,Dkll <br />940 <br />8.50 <br />7.90 <br />740 <br />7.00 <br />6.70 <br />8.40 <br /> <br />SIDE WALL COLUMN <br />SCREEN WALL/SCREEN <br /> <br /> <br />ROOF <br /> <br />NON - LOAD BEARING WALLS <br /> <br />~~ <br /> <br /> <br />· CABlE BRACING TO BE INSTAlliD FOR EAOl 9' (OR FRACTICll lHEREOF) IF \f:RTICAl 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 LJ80 SPAN<:I2' <br />DEFLECTION U160 SPAN >12' <br /> <br />'i <br /> <br /> <br />SIDE WAlL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x2x.o.w PB PURlIN <br /> <br />(E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P) <br />3x2 PB 2x3PB 2x3SB 2><4 PB 2><4 SB 2><4SMB 2><5 5MB 2x6 8MB 2><7 5MB 2><8 5MB 2x9 5MB 2xl0 5MB <br />11.10 13.20 14.30 16.60 17.40 ~40 2230 24.00 24.00 2400 24.00 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 />9.30 11.10 12.00 14.10 14.80 1850 1900 22.30 2400 24.00 24.00 24.00 <br />8.80 10.50 11.30 13.20 13.90 15.80 17.90 21.10 23.80 24.00 24.00 24.00 <br />830 9.90 10.70 12.80 1320 14.80 17.00 20.10 22.80 24.00 24.00 24.00 <br />7.90 9.50 10.30 12.00 12.80 14.10 16.30 19.30 21.70 24.00 24.00 24.00 <br />760 9.10 9.90 11.50 12.10 13.60 15.80 18.60 20.90 24.00 24.00 24.00 <br /> INTERPOLATION BETWEEN VAlUES IS PERMISSIBLE. <br /> VAlUES IN DECIMAL FEET. <br /> SIDE WAlL COLUMN CHART FOR USE IN CONJUNCTION WITH 2><3x.05O PB PURlIN <br /> <br />;'eft) <br />~. <br /> <br />;~j <br />~ <br />, <br />r <br /> <br />..~E~. ..!r~. <br />11.10 13.20 <br />10.10 1200 <br />9.30 11.10 <br />880 10.50 <br />8.30 9.90 <br />7.90 9.50 <br />7.60 9.10 <br /> <br />..\Gk. <br />14-:30 <br />13.00 <br />12.00 <br />11.30 <br />10.70 <br />1030 <br />9.90 <br /> <br />...~Hk. .S~II I "4(-:1MII ..nMB I .....(~MB <br />16.60 17.40 19.40 22.30 24.00 <br />15.20 15.90 17.70 20.30 24.00 <br />14.10 14.80 16.50 1900 22.30 <br />13.20 13.90 15.60 1790 21.10 <br />12.60 1320 14.80 17 00 20.10 <br />1200 12.80 14.10 1630 19.30 <br />11.50 12.10 13.60 1580 18.60 <br />INTERPOLATION BETWEEN VAlUES IS PERMISSIBLE. <br />VAlUES IN DECIMAL f'EET. <br />MUL TlPL Y THE COLUMN HEIGHTS BY THE FOLLOWING FACTORS TO GET AlLOWABLE HEIGHTS FOR DIFFERENT WINDSPEEDS <br />WIND SPEED FACTOR <br />140 095 <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 />2A~~B "~~B .J~MB <br />24.00 24.00 24.00 <br />24.00 24.00 2400 <br />24.00 24.00 24.00 <br />2380 2400 24.00 <br />2280 2400 24.00 <br />21.70 2400 24.00 <br />2090 2400 24.00 <br /> <br />2><1g'~B <br />2400 <br />24.00 <br />24.00 <br />24.00 <br />24.00 <br />24.00 <br />24.00 <br /> <br /> <br />~ J.LUlUNUJI STRUCTURlS JU.STZR PUN <br />~ EJIlWBIIt6.IHC. @) COPYIUGHT M. ENGIHDRING, mc, 2002 <br />At. ENGINEERING, INC. flORIDA UCENSE 174-41 <br /> <br />PAGE 51 OF 288 <br />