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<br />Table 4.1.1:
<br />
<br />Column Capacities Supporting Conventional Construction
<br />
<br />
<br />Maximum
<br />
<br />Allowable Roof Area In
<br />Square Feet for Vanous Loads on Post
<br />
<br />Load In Lbs.
<br />
<br />" ,
<br />
<br />I
<br />1_ r x 3" x 0.050.' Hollow ExtruslOn. Aluminum Alloy 6063 T.Q
<br />! -Ma'xl,rn-um-II Maximum Allowable Roof Area in
<br />Height I Load In Lbs. Square Feet for Various Loads on Post
<br />r-'c).2. i,./jb 4~
<br />~ -':) 2.:0.:::. 4'j
<br />'~l' i ~'jO 2.'-a
<br />
<br />"...:"
<br />
<br />1';)/
<br />
<br />, '
<br />
<br />3" x 2" x 0.070" Hollow ExtruSlon. Aluminum Alloy 6063 T.Q
<br />
<br />Maximum
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various Loads on Post
<br />
<br />I Maximum
<br />I Height
<br />i~-2
<br />I "-6
<br />i iG.,1 1,'';)01;
<br />;-----.,.7:.~ I ' 4~'
<br />15 x~x~o~d.,~,:'iloy3'05H.'4
<br />
<br />Maximum Maximum
<br />
<br />Load in Lbs.
<br />
<br />~:~:
<br />
<br />o~
<br />4
<br />
<br />30
<br />l!
<br />
<br />Height
<br />!V-V
<br />
<br />L~ad in Lbs.
<br />2 081
<br />
<br />Allowable Roof Area in
<br />
<br />Square Feet for Vanous Loads on Post
<br />43
<br />32
<br />",
<br />
<br />I
<br />I
<br />I
<br />~~.u I i,vaL
<br />
<br />3.. x 3" x 0.060'. Roll Formed. Aluminum Alloy 3105 H.14
<br />
<br />Max.imum Maximum
<br />
<br />11 -8
<br />
<br />1,/130
<br />
<br />i.) -4
<br />
<br />I,.)O":J
<br />
<br />1:.l
<br />
<br />Height
<br />" .0'
<br />1".iU
<br />
<br />Load in Lbs.
<br />30UU
<br />/.,IUU
<br />
<br />Allowable Roof Area in
<br />
<br />Square Feet for Various Loads on Post
<br />04
<br />48
<br />~8
<br />
<br />14.8 CUU I
<br />;0 -c ") I I
<br />3.' x 3" xC 060.' Fluted Hollow Ex!ruSlon. Alumirum 6063 T.Q
<br />
<br />MaXimum
<br />Height
<br />11.10
<br />
<br />Maximum
<br />
<br />Load in Lbs.
<br />j,4vCS
<br />",o~b
<br />i ,':JOO
<br />1 4~'
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various Loads on Post
<br />01
<br />40
<br />~o
<br />L'
<br />
<br />'j-1li
<br />,:..'\J
<br />
<br />, { .',J
<br />
<br />Example:
<br />
<br />Fin.: Roof Area Neeeed. Area = ''';'' Post Spacing ='5' Str\Jc~ure Projection = ~'N
<br />
<br />A = S x (W12 + OHI. ~ .S' = T. N = '2. acd OH = 2" then Area = 56 Sq Ft
<br />
<br />=or a 1C'.1 1" post anSl 120 m phNlnd load:x 23 # l Sq Ft, post c,,!C1ces are
<br />
<br />1 I 2.. x 3'. Srap Section
<br />
<br />21 Al' :lOst sizes I.sted be'ow the 2.. x 3.. Snao Section
<br />
<br />VVcere :00 condlllons dictate a post c,elght of 10' ,n a 120 MPH Wind lore a 3.' x 3.' ROll Formed COULD
<br />NOT 3~ '"sed because ,men ,( IS crore tran 10' tall 11 can on'y suppo<1 39 SF of roof On tr.e other r.and. a 3" x
<br />3" f=:u~ed Pest wlth a post .~e'ght of ~ C'. 7" can Support an area of '2.9 square feet of a,ea Tnus, deSign mlJst
<br />sa;lsfy DOt.t"1 nelght al"1d area require'TIents
<br />
<br />Table 4.1.2: Column Capacities Supporting Conventional Construction
<br />
<br />I
<br />i
<br />I
<br />I
<br />1
<br />!
<br />
<br /> Aluminum ....osts
<br /> ).. x 3" x 0.090" Hollow ExtruslOn "Aluminum Alloy 6063 T.6
<br /> MaXimum I MaXimum Allowable Roof Area In
<br /> Height Load in Lbs. Square Feet for Various Loads on Post
<br /> " .lu I ,. ,C4 ~.:,
<br /> iJ. I U I 3.ddo o~
<br /> I ~., v I J.U~4 04
<br /> I .:v i L.Lo~ 41
<br /> 3" x 3.' x 0.125" Hollow EJ.trusion" Aluminum Alloy 6063 T.G
<br /> Ma x. irn urn I Maximum Allowable Roof Area in
<br /> Height I Load in Lbs. Square Feet for Various Loads on Post
<br /> J .., I 0.~1 ~ 0
<br />l '0. I I " 04. i ,~
<br /> o~ I 4, 'JJ.::: I "
<br /> "v., I .:, U~4 I 04
<br />I 4.' x 4.' x 0.125" Hollow Extrusion. Aluminum Alloy 6053 T-6
<br />I MaXimum I Maximum Allowable Roof Area in
<br />Height I Load in Lbs. Square Feet for Various Loads on Post
<br />I ~ ~ ::: I ~.~~~ I '00
<br /> I , ;LO
<br />, il":J , 5.432 -
<br /> I I "I
<br /> 0.0 i 4.U14 I':'
<br />
<br /> steel" POStS
<br /> 3" x 3" X 14 Gauge Post. 45 k.s.i. Steel
<br />I Maximum I Maximum I Allowable Roof Area in
<br />I Height Load in Lbs. Square Feet for Various Loads on Post
<br /> i..l'u I 1,.....'..;'0 '"
<br /> I
<br /> " ., I 1.4~U IJ~
<br /> "" ., I 5.0':'~ I I U1
<br /> <0.. I 4.~/1 10
<br />I 3" x 3" x 11 Gauge Post" 46 k.s.i. Steel
<br />I Maximum I MaXimum I Allowable Roof Area in
<br />I Height I Load in Lbs. Square Feet for Various Loads on Post
<br /> ,. .0 I O.~I U ,,~J
<br />l L. .1 , 1 , iJ'~ cu,
<br /> I
<br />r-2J ,0 I 6':J1 :J ,I:>W
<br /> L~ -0 I :>."UI.) I IL~
<br />I 4" l 4" x 14 Gauge Post. 46 k.s.;. Steel
<br />! "'aximum I Maximum I Allowa ble Roof Area ir
<br />Height Load in Lbs. Square Feet for Various Loads on Post
<br /> I LO -0 I L~,o~:; I LLI:>
<br /> i L. .~ i '':,j,,)':)'..) ! ,01
<br /> ~2.J I 1.15U ,,'~
<br /> ,A.~ I ~.OvJ "~
<br />
<br />Table 4.2: 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. Ft.) @ 120 MPH. Wind load
<br />
<br />1 Diameter Anc.hor i Number of Anchors
<br />I x Embedment 1 , 2 I 3 4
<br />1'/4.' x 1" 264#1 I I.SF I 528#122-SF I 792#133.SF 1056#144.SF
<br />i 1/4.' x 1.112.' 396#117.SF i 792#I33-SF I 1188#i50.SF , 684#166-SF
<br />! 1/4" . 2.112.' 660#l28.SF I 1320#/5$.SF I ' 98Q#/83-SF 2640#1110.SF
<br /> 5/16" x 1'. 312#I13-SF I 624#126-SF I 936#139.SF 124B#l52.SF
<br />15/16.' x 1.112" 46B#l20- S F I 936#/39-SF I 1404#/59-$ F 1872#178-S F
<br /> " -
<br />
<br />,5/16.' x 2.112.'
<br />13iS" x ,.'
<br />3iS.. x 1.1 '2.'
<br />O.S.. x 2.1:2..
<br />
<br />, SO#/33-SF
<br />35611< ; 5-S F
<br />534#122.SF
<br />
<br />1560#,65-SF
<br />712#/30-SF
<br />10?6#/4$.SF
<br />1780#/7 4-S F
<br />
<br />234'..../98-SF
<br />1068#/45-SF
<br />'60L#/67.SF
<br />
<br />3120#1130-SF
<br />1 424#169.S F
<br />2136#i89.SF
<br />
<br />~"'i('#,'J7. S c
<br />
<br />2iS -::: " ~ S r=
<br />
<br />35GC;#,' ~ ~.~,-SF
<br />
<br />Anchors into concrete for ENCLOSED buildings
<br />Allowable Loao I Maximum load area (Sq. Fl.) @ 120 M.P.H wind load
<br />
<br />D1ameter Anchor
<br />
<br />x Embedment
<br />I 1/4" x 1.1/2'>
<br />
<br />Number of Anchors
<br />
<br />227. #:')$.0, F
<br />317 ',#, I :'2-SF
<br />432,"" ~ eO.SF
<br />
<br />4
<br />,OZc..:/"Z':.SF
<br />4222~ 176-SF
<br />6772#/24' .SF
<br />
<br />,
<br />!-7S7#/3(.S::
<br />
<br />I 514#/03-So
<br />2~ 14~;a8.Sr=
<br />2886#;' 2D-S F
<br />
<br />3/S" x 1.112.'
<br />1'12.. x 1.':4.'
<br />
<br />1057#:44-SF
<br />1443#/5D-SF
<br />
<br />Table 4.3: Fastening Schedule for Wall Cladding
<br />
<br />Connection Fasener
<br />25/32 Fiberboard Sheathing i '_3.'4N gal\l3nlzed roofing raIl
<br />I 8d common nail
<br />
<br /> Number or Spacing
<br />I 3" 0 C al edges
<br />i 5- 0 c at other beanngs
<br /> 4~ 0 C at edges
<br />! S' 0 c at otref oeanngs
<br /> 4~ 0 C at ecges
<br /> 8.0 c at other oeanngs
<br /> 7" 'J C on ceIlings
<br /> 8" 0 c on walls
<br /> 7" '~c on ceIlings
<br /> 8- 0 c on W3l1S
<br />
<br />112.. Gypsum Sheathing
<br />
<br />1'1 ga 1.112- galvanlz ed
<br />: 7/16~ heaa
<br />
<br />5/8" Gypsum Sheatl1ing
<br />
<br />; 11 ga. 1-3;4- gal.an,zed
<br />!7!"iS"read
<br />
<br />1/2" Gypsum Wallboard
<br />
<br />1-3,'8" ,j;ywaH na!1 ..
<br />
<br />5iS.' Gypsum Wallboard
<br />
<br />1'.112" drywall nail ...
<br />
<br />i
<br />
<br />Particle Board Siding
<br />5116" .112.' 1
<br />5i8.'
<br />3/4.'
<br />
<br />50
<br />8d
<br />8~
<br />
<br />dboard Lap Siding, Over Sheathing
<br />I 8d corrOSion resis:ant With
<br />I. mInImUm 0099"" shank and
<br />mlnJmum 0240"" head
<br />,Od corrOSion resistant WIth
<br />
<br />16- 0 C al 100 and bottom e~ges I
<br />
<br />
<br />
<br />I' 6.0 c allop and bottom edges I
<br />
<br />
<br />
<br />15- 0 c at edgesand 12- 0 C al I
<br />intermediate supports
<br />I J
<br />I' 6" .:: at ~dg~san(j ~ 2" 0 c 3;
<br />InlenTledlate supports
<br />
<br />Oirect to Stuos
<br />
<br />Over Sheathing
<br />
<br />minImum 0,099"" shank and
<br />mlnJmum 0,240"" head
<br />6d corrOSion resistant With
<br />minimUm 0,092"" shank and
<br />rTlInpT'Um 0 225"" head
<br />
<br />Direct to Studs
<br />
<br />Over Sheathing
<br />
<br />3d c,:xros,on resistant with
<br />i minimUm 0092'"0 shack and
<br />I minimUm 0 226"0 head
<br />
<br />Fiberglass sheathing may be stapled usmg '6 ga gatvanlzed stap1es '.'is''long Of '/2" sheathing and ~.'I
<br />2-long for 25/32 shealh,ng Stap.es 10 have m,mmum crown 017/16" and spaced 3" 0 c at edges and 5- 0 c at
<br />att"ter beanngs
<br />- Drywall nails shall confonn 10 ASiC.l C 514
<br />
<br />, ) Siding applied to 5/8" :let wood shea:hlng. '5/32 wood structural panel Of '1:;'. :anlcleboard sheathing
<br />2) Corrosion reSistant nails spaced 6~ on cenle,.. at edge 8" on center allntermeal3~e SUPPOr1S Nails shall
<br />have a rnlnm'Um edge distance of 3'8"
<br />3) Siding app~led to studs spaced 24- on center maximum
<br />
<br />4) Siding applied directly to studs spaced 24~ on cente,.. maXimum
<br />
<br />5) Use annular Of spiral thread nails for comtHnal'on sub~oo( f unde;'\ay;;"ent
<br />
<br />6) "'J,JiI n1;Jst be of sutf'clent :erq\~ ~.:- JccomlT1JdJ\e t'\:r.~liess of Sldl!~g )I,j she.J'.... I\~ If ,Is,~d Jrld a::,')w
<br />rT'Ilnlm,Jm stud penetfJIJon of '.'/2~ lI'c,~es
<br />
<br />r.r;
<br />w
<br />er::
<br />::)
<br />I--
<br />U
<br />::)
<br />er::
<br />I--
<br />r.r;
<br />W
<br />~
<br />~
<br />LJ..
<br />o
<br />o
<br />o
<br />~
<br />
<br />....J
<br />~
<br />:J
<br />Z
<br />~
<br />~
<br />Z
<br />(9r.r;
<br />r.r; w
<br />w ....J
<br />o CO
<br />r.r;~
<br />WI--
<br />er:: "7
<br />:JZ
<br />I-- 0
<br />Ui=
<br />:JU
<br />0:: l.l.J
<br />S;r.r;
<br />:2
<br />:J
<br />Z
<br />:2
<br />::)
<br />....J
<br />~
<br />
<br />....
<br /><:
<br />W~
<br />, -J N
<br />0.. iii ~
<br />......-~u:~
<br />~U .f"oo,
<br />(l) .... < r--
<br />C~~~:.sl
<br />C :q: r--:J?
<br />~&~~~
<br />L..L..I ~:I: e~
<br />it~~g
<br />aOO-
<br />~ it ~
<br />W l.L.
<br />-'
<br />w
<br />f-
<br />
<br />
<br />5
<br />
<br />OF
<br />
<br />6
<br />
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