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<br />Table 4.1.1:
<br />
<br />Column Capacities Supporting Conventional Construction
<br />
<br />Aluminum t'osts
<br />
<br />2" x 2" x 0.044" Hollow Extrusion. Aluminum Alloy 6063 T-6
<br />
<br />Max,mum Maximum
<br />
<br />Allowable Roof Area in
<br />
<br />Square Feet for Various Loads on Post
<br />.>1
<br />"0
<br />U
<br />io
<br />
<br />Height Load In Lbs.
<br />I -4 7UQ4-
<br />If. I 1.548
<br />9".HT .204
<br />'1'.1' WJ
<br />2" x 3" x O.OSO" Hollow Extrusion" Aluminum Alloy 6063 T-6
<br />Maximum Maximum
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various Loads on Post
<br />4':1
<br />4:>
<br />L":i
<br />Ll
<br />
<br />Height Load in Lbs.
<br />If-r 2. '30
<br />S~- L,:>IJL
<br />I U' .,-;sgo
<br />1L-.;' 1.1"91'
<br />3" x 2" x 0.070" Hollow Extrusion. Aluminum Alloy 6063 T-6
<br />Mal(lmum Maximum
<br />
<br />.'
<br />7"
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various Loads on Post
<br />01
<br />40
<br />30
<br />21
<br />
<br />Height Load in Lbs.
<br />b-L ';,4iJ!l
<br />':1-0 I L,:>:>O
<br />lU' ,"ob
<br />IN I ~__
<br />3' x 3" x 0,040" ;011 Forme';'. Aluminum ;'lloy j105 H.14
<br />Maximum Maximum
<br />
<br />Allowable Roof Area in
<br />
<br />Square Feet for Various Loads on Post
<br />4J
<br />JL
<br />LO
<br />':1
<br />
<br />Height Load in Lbs.
<br />lu-'T2","38T I
<br />1"..0- 1 .186 I
<br />13'-4 I ,:.i8':1 I
<br />10'-U" [ .U4L I
<br />3" x 3" x 0.060" Roll Formed" Aluminum Alloy 3105 H.14
<br />Maximum Maximum I Allowable Roof Area in
<br />Height Load in Lbs. Square Feet for Various Loads on Post
<br />, .,.. -v "'J;6OlJ" I l:>4
<br />12'.lJ 2.100 I 40
<br />14-;; L,loo I '>0
<br />10-0 I ,010 I .:b
<br />3" x 3" x 0,060" Fluted Hollow Extrusion. Aluminum 6063 T-6
<br />
<br />Maximum I
<br />Height
<br />1'.1;:1' I
<br />lj. WI
<br />\:;'01'""
<br />
<br />Maximum
<br />Load in Lbs.
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various Loads on Post
<br />b'
<br />40
<br />J'.:>
<br />':1
<br />
<br />3.408
<br />':,:>:>0
<br />~
<br />:491 '
<br />
<br />'T. ~
<br />
<br />Example:
<br />
<br />F,nd Roof A~a Neede<l, Area = 'A'; Post Spac,ng ='5'; Structure ProJect,on = W:
<br />
<br />A = S x (VY.'2 ... 0 H,), W '5' = T. W = , 2', and O,H = 2' then: 'Area' = 56 Sq, Ft.
<br />
<br />Fo<a 10"-11" post and 120m p.h. Wind load or23#1 Sq Ft. post cho'ces are:
<br />
<br />1) 2" x 3" Snap Sect,on
<br />
<br />2) All post s,zes [,sled below the 2" x 3" Snap Secl,on
<br />
<br />Where job condrt'ons d,c:ate a post height of 10' ,n a 120 MPH w,nd zone, a 3" x 3" Roll Formed COULD
<br />NOT BE used Decause when rt ,s more than to. tall rt can only support 39 SF of roof On the other hand, a 3" x
<br />3" Fluted Pos1 wrth a post he'ght of 10'- 7" can support an area of 128 square feet of area. Thus, deSIgn must
<br />sat,s!y both he,ght and area requirements
<br />
<br />Table 4.1.2: Column Capacities Supporting Conventional Construction
<br />
<br />Aluminum P-osts
<br />
<br />3" x 3" x 0.090" Hollow Extrusion. Aluminum Alloy 6063 T-6
<br />
<br />Maximum Maximum Allowable Roof Area in
<br />
<br />Height Load in Lbs. Square Feet for Various Loads on Post
<br />'1'.lU o,1~4 ~J
<br />1 J'-lU J,ooo o~
<br />1~'1U" J.UL4 -S4
<br />rr-1U" L.Lob 41
<br />
<br />3" x 3" x 0.125" Hollow Extrusion. Aluminum Alloy 6063 T-6
<br />
<br />Maximum Maximum Allowable Roof Area in
<br />
<br />Height Load in Lbs. Square Feet for Various Loads on Post
<br />lJ-~" o.~lL I.:J
<br />10.1 0.104 ~J
<br />18'-4 4.UJL 12
<br />LU' .>.UL" 04
<br />4" x 4" x 0.125" Hollow Extrusion. Aluminum Alloy 6063 T-6
<br />Maximum Maximum Allowable Roof Area in
<br />
<br />Height Load in Lbs. Square Feel for Various Loads on Post
<br />10'"'' ~,J1L lob
<br />18"'-~' 5."04 1':0
<br />-"'21=0''- ~,4jL ~-- ::il
<br />L'>-O ",U14 73
<br />
<br />Steel Posts
<br />3" x 3" x 14 Gauge Post. 46 k.s.i. Steel
<br />Maximum Maximum
<br />
<br />Height Load in Lbs.
<br />W'.lU lU,UoU
<br />L' -':1 .".>u
<br />L'>-'" o,oJO
<br />LO -':1 ".'>1
<br />3" x 3" x 11 Gauge Post. 46 k.s.i. Steel
<br />Maximum Maximum
<br />Height Load in Lbs.
<br />W-b' l:>,~IU
<br />~ 1 '- 11 .I JU
<br />Lj -0 0,,,70
<br />LO.o o,~uu
<br />4" x 4" x 14 Gauge Post" 46 k.s,i.
<br />Maximum Maximum
<br />
<br />Allowable Roof Area in
<br />
<br />Square Feet for Various Loads on Post
<br />179
<br />133
<br />10'-
<br />18
<br />
<br />I
<br />I
<br />Steel
<br />
<br />Allowable Roof Area in
<br />
<br />Square Feet for Various Loads on Post
<br />LI:lJ
<br />20g-
<br />150
<br />ILj
<br />
<br />Height
<br />
<br />LO-O
<br />':':1',>
<br />J.:-U'
<br />"," ,0
<br />
<br />Load in Lbs_
<br />
<br />l.!,OOU
<br />
<br />':1,.>OU
<br />l,loU
<br />O,oUU
<br />
<br />Allowable Roof Area in
<br />
<br />Square Feet for Various Loads on Post
<br />226
<br />151
<br />I.:~
<br />-SO
<br />
<br />--
<br />
<br />Table 4.2:
<br />
<br />Schedule of Allowable Loads I Maximum Roof Area for Anchors
<br />Anchors into wood for ENCLOSED buildings
<br />Allowable Load I Maximum load area (Sq. FL) @ 120 M.P.H. wind load
<br />
<br />Diameter Anchor Number of Ancho~
<br />x Embedment 1 2 3 4
<br />'14" x 1" 254#11'-SF 528#122-SF 792#133-S F 1056#144-5 F
<br />1/4" x 1.112" 396#i17-SF 79211133-SF 1188#I50-SF 1 584#166-S F
<br />1/4" x 2-1/2- 66O#128-SF 1 320#1 5~ S F 1 980#183-S F 2640#111o-SF
<br />5116" x I" 312#113-SF 624#12&-SF 936#/39-S F 1248#152-SF
<br />5116" x 1.1/2" 468#120-S F 936#/3 S- S F 1404#/5S-SF 1872#178-SF
<br />Sl16" x 2.1/2" 76O#133-SF 1 560#16~ S F 2340#/98-S F 3120#1130-SF
<br />318" x '" 356#i1~SF 7121113o-SF 1068#14:rSF 1424#15S-SF
<br />318" x 1.112" 534#122-S F 1 068#!4~SF 16021l167-SF 2136#18S-SF
<br />3/8" x 2.112" 800#!37-SF 1780#/7 4-SF 2870#11'1-SF 3560#1148-SF
<br />
<br />Anchors into concrete for ENCLOSED buildings
<br />Allowable Load I Maximum load area (Sq. Ft.) @ 120 M.P.H. wind load
<br />
<br />Diameler Anchor
<br />x Embedment
<br />114" x 1.112"
<br />3i8" x 1.112"
<br />112" X 1.114"
<br />
<br />Num ber of Ancho~
<br />2 3
<br />151 ~"163-SF ~2271#19~SF
<br />2' 14#i88-SF I 3171#1132.SF
<br />2886#i12o-SF 4329#1,eo-SF
<br />
<br />4
<br />3028#'12&-SF
<br />4228#117&-SF
<br />5772#1241-SF
<br />
<br />1
<br />i'57#132-SF
<br />1057#/..4-SF
<br />1443#I60-SF
<br />
<br />Table 4.3:
<br />
<br />Fastening Schedule for Wall Cladding
<br />
<br />Connection Fastener
<br />25132 Fiberboard Sheathing 1-314' gaJ'.<ln,zed roofing nail
<br />8d common nJil
<br />
<br />Number or Spacing
<br />3" o.c, at edges
<br />8" o,c. at other bearings
<br />
<br />112" Gypsum Sheathing 11 ga, '.1/2" gal'.<lnized
<br />7116" head
<br />
<br />4' o.c. at edges
<br />8" oe at other beanngs
<br />
<br />5/8" Gypsum Sheathing 111 ga, 1-3!4" gal'.<lnlzed
<br />17116" head
<br />
<br />112" Gypsum Wallboard 1-318" drywall nail"'
<br />
<br />4" o.c, at edges
<br />8" 0 c at other beanng s
<br />
<br />7" 0 c, on ceilings
<br />8" o,c on walls
<br />
<br />518" Gypsum Wallboard 1-1/2" drywall nail ..
<br />
<br />7" o.c on ceilings
<br />8" o.t on walls
<br />
<br />Particle Board Siding
<br />5116" . 112" 1
<br />
<br />6d
<br />8d
<br />ad
<br />
<br />~ i
<br />
<br />518-
<br />3/4-
<br />
<br />dboard Lap Siding, Over Sheathing
<br />3 Bd corrosion resistant with
<br />
<br />16" o.c a\ top and bottom edges
<br />
<br />Direct to Studs
<br />
<br />mln,mum 0099"0 shank and
<br />mmimum 0 240"" head
<br />10d corros,on res'slant w,lh
<br />mintmum 0 099"e shank and
<br />minimum 0,240"" head
<br />16d corros,on resIStant w,th
<br />minImUm 0,092"" shank and
<br />minimum 0,225"" head
<br />I' 8d corrosion resistant with
<br />minimUm 0092"" shank and
<br />m,n,mum 0 22S"0 head
<br />
<br />6" 0 c at edgesand , 2" o.c at
<br />IntermedIate supports
<br />
<br />Over Sheathing
<br />
<br />I ' 6" 0 c al top and bottom edges
<br />
<br />
<br />
<br />6" 0 C. at edges and 12"' o,c at
<br />intermediate supports
<br />
<br />Direct to Studs
<br />
<br />Over Sheathing
<br />
<br />F,berglass sheathing may be stapled uSing 16 ga. galvanIzed slaples 1.1/8" long or 1/2" sheathing and '-'1
<br />2" long for 2S132 sheathing Staples to have mln,mum ClOWn of 7116" and spaced 3" 0 c at edges and 8" oe at
<br />other beanngs.
<br />.. Drywall na,ls <hall conform to ASTM C 514
<br />
<br />1,) Sid,ng applted to 5/8" net wood sheath,ng. 15132 wood structural panel 0< 112" part,cleboard sheathing
<br />2.) Corros,on res'slant naIls spaced 6- on center a\ edge 8" on center at Intermed,ate supports Na,ls shall
<br />have a minImum edge dIstance of 318-
<br />3.) SIding applied 10 studs spaced 24" on center maXimum
<br />4) S'dlng appj,ed directly to studs spaced 24" on center max,mum
<br />5) Use annular 0< spIral thread nails for combination subnoor 1 undenayment
<br />6) Nail must be of suffiCIent length to accommodate thIckness of SIdIng and sheathcng If used and allow
<br />minImum stud penelrat'on of 1.'12" ,nenes
<br />
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<br />
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<br />o 0
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<br />=' ..8"!' ,.-
<br />.J~~"r<~
<br />.<>-lD[O~~
<br /><(/)1'0-01=
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<br />52 g
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<br />5
<br />
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<br />
<br />OF
<br />
<br />6
<br />
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