|
<br />~~
<br />
<br />
<br />FOR
<br />~T NON - LOAD BEARING WALLS
<br />~ ~
<br />ROOF BEAI.l ~~. CABLE BRAClNG
<br />"" EXAWPlE
<br />
<br />~ ,/ ..iV~] /'
<br />T X /~ / om 1\ ZU
<br />ll~ -I; rn_ / 1 JIIlOiT .....oo:.."".r\ ~2
<br />)f1~1iii:: / M/;),. ~~ ,~
<br />
<br />I ROOF BEAM SPAN I I' ROOF BEAM SPAN ~ \.
<br />GABLE MANSARD ~.
<br />DETAIL 0 DETAIL @ .~~AQNG
<br />
<br />SIDE WALL COLUMN
<br />SCREEN WALL/SCREEN
<br />
<br />ROOF
<br />
<br />ROOf BEAM ~
<br />
<br />JI1'
<br />
<br />Ir--'
<br />
<br />"I
<br />/ I/AlCIIAJI/
<br />/ ~ CWlI/N
<br />r
<br />I
<br />I
<br />
<br />V
<br />FDr.r
<br />BEAI/
<br />(T'tP)
<br />
<br />· CABLE BRACING TO BE INSTAllED fOR EAai g' (OR FRAcn~ llfiEOF) (F ~nCAl WAll HElGHT
<br />
<br />MAXIMUM l;uLUMN Hl:luHT
<br />IN DECiMAl FEET
<br />SCREEN WAlLS - SCREEN ROOF
<br />WIND LOADS UP TO 130 MPH.EXPOSURE C
<br />DEFlECTION llBO SPANOI2'
<br />DEFLECTION UI80 SPAN >12'
<br />
<br />SIDE WAlL COlUMN CHART FOR USE IN CONJUNCTION WITH 2x2x,044 PB PURL IN
<br />
<br />SPACING
<br />3'-0"
<br />4'-0"
<br />5'-0"
<br />6'-0"
<br />7~'
<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 />3x2 PB 2x3 PB 2x3SB 2><4 PB 2x4 SB 2><4SMB 2x5 5MB 2x6 5MB 2><7 5MB 2><8 5MB 2x9 5MB 2xl0 5MB
<br />11.10 13.20 14,30 16,60 ' 17,40 19,40 22,30 24,00 24,00 24,00 24,00 24,00
<br />10,10 12.00 13,00 15.20 15,90 17,70 20,30 24,00 2400 24,00 24,00 24,00
<br />9,30 11.10 12.00 14,10 1480 16,50 19,00 ~2,3O 24,00 2400 24,00 24,00
<br />8,80 1050 11,30 13,20 13,90 15,60 17,90 21.10 23,80 24,00 24,00 24,00
<br />8,30 9,90 1070 12,80 13,20 14,80 17,00 2010 22,80 24,00 24,00 2400
<br />790 9.50 10,30 12,00 12,80 14,10 16,30 19,30 21.70 24,00 24,00 24,00
<br />7,60 9,10 9,90 11.50 12,10 1360 15,80 1860 2090 2400 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 2x3x,05O PB PURlIN
<br />
<br /> (D) (E) (F) (G) (H) (I) (J) (K) (l) (M) (N) (0) (P)
<br />SPACING 2x2 PB 3x2 PB 2x3PB 2x3SB 2><4 PB 2x4 SB 2><4 5MB 2x5 5MB 2x6 5MB 2x7 5MB 2><8 5MB 2x9 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 24,00 2400
<br />4'-0" 8,50 10,10 12,00 1300 15~ 15,90 17.70 20.30 24,00 24,00 2400 24,00 2400
<br />5'-0" 7,90 9,30 11.10 12.00 14,10 14,80 16,50 1900 22.30 2400 24,00 24,00 24,00
<br />6'-0" 7,40 8,80 10.50 11,30 13,20 13,90 15,60 1790 21,10 2380 24,00 2400 2400
<br />7-0" 7,00 8.30 9,90 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 1200 12,80 14,10 1630 19,30 21.70 2400 24,00 24,00
<br />9'-0" 6.40 780 9.10 9,90 11,50 12,10 13,80 15,80 1860 2090 2400 24.00 24,00
<br /> INTERPOLATION Bt:1 YVEI:N VAlUES I:> PERMISSIBLE.
<br /> VAlUES IN DECIMAl FEET.
<br /> MUL TIPL Y THE COLUMN HEIGHTS BY THE FOLLOWING FACTORS TO GET AlLOWABLE HEIGHTS FOR DIFFERENT WINOSPEEDS
<br /> WIND SPEED FACTOR
<br /> 140 0,95
<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 TIPlICATlON FACTOR DUE TO THE CODE SPECIFIED CHANGE IN DEFLECTION LIMITS.
<br />
<br />srCTS t
<br />
<br />3871 TAIolIAMI TRAIL. SUITE E
<br />PORT QiARLOllE, Ft 33952
<br />PHONE: (941) 627-4901
<br />FAX: (941) 624-2382
<br />
<br />~ ALUlllNUJI STRUCf'l/RES JUST8R PUN
<br />DDI:BN, INC. @ COPYRIGHT .u. J:HGIlfEERIHG, INC. 2002
<br />AL ENGINEERING, INC. FtORlOA UCENSE 11441
<br />
<br />PAGE 51 OF 266
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