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<br />Table 4,1.1:
<br />
<br />Column Capacities Supporting Conventional Construction
<br />
<br />
<br />Maximum
<br />
<br />Maximum
<br />
<br />Allowable Roof Area ,n
<br />Square Feet for Vanous Loads on Post
<br />
<br />~~::r
<br />
<br />. .
<br />I 11, I
<br />2".3".0.050" Hollow ExtruslOn. Aluminum Alloy 5063 T-?
<br />~Ma'ximum-l --Maxim"urn
<br />He'ght , Load in Lbs.
<br />
<br />1~':~;
<br />
<br />Load ,n Lbs.
<br />
<br />.1
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various Loads on Post
<br />
<br />;~~~
<br />
<br />~~
<br />,
<br />
<br />r---T.:.
<br />
<br />11':11
<br />
<br />" I
<br />
<br />I 3" x 2" x 0.070" Hallow ExtruslOn. Aluminum Alloy 6063 T-?
<br />
<br />I Maximum
<br />He'ght
<br />r-,-"
<br />:- s-':'
<br />i i~."~ 1,Jo~
<br />r-----rr.~ ',4':11
<br />I 3","f'x 0.040" Rod Formea'. "'Iuminur:; Alloy 3105 H.14
<br />h
<br />I Maximum Maximum
<br />I
<br />I
<br />I
<br />
<br />Maximum
<br />
<br />Allowable Roof Area ,n
<br />Square Feet for Various Loads on Post
<br />:~
<br />
<br />Load in Lbs.
<br />
<br />~:~:
<br />
<br />Jo
<br />!.(
<br />
<br />Height
<br />1(;-
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various Loads on Post
<br />
<br />L0ad in Lbs.
<br />
<br />I I 'a
<br />
<br />1,100
<br />
<br />Ji
<br />
<br />~ ~ :~
<br />
<br />~ .~~~
<br />
<br />~:
<br />
<br />i
<br />I
<br />3" x 3.' x 0.050" Roll Formed. Alum,num Alloy 3105 H.14
<br />
<br />Maximum Maximum
<br />
<br />Height
<br />
<br />
<br />~~
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various Loads on Post
<br />
<br />i o:::.~
<br />
<br />I
<br />I :~ ,0 : IJiJ
<br />
<br />I i ':I-C 1,:lIS
<br />
<br />, 3" x 3" x C 060" Fluted Hollow Extrusion. Aluminum 6063 T-?
<br />,
<br />~ Maxlrnum
<br />
<br />i Height
<br />
<br />! ,; -11,)
<br />
<br />Maximum
<br />
<br />Allowable Roof Area in
<br />
<br />Square Feet for Various Loads on Post
<br />bl
<br />
<br />Load in Lbs.
<br />
<br />J.4:.,.,O
<br />
<br />~
<br />I
<br />
<br />~ ~: ~ ~:
<br />
<br />1 (pi',",
<br />
<br />~~~:
<br />
<br />i ~l
<br />
<br />~;
<br />
<br />Example:
<br />
<br />Fire Roof Area Neec'ea Area == 'A' P8'st Spacing ='S' StrJctwre Prc;ect1on = ....N
<br />
<br />A = S x (N12 + 0 H), ~ 'S' = T, W = , 2'. ard 0 H. = 2' then 'Area' = 56 Sq Ft
<br />
<br />For a 10'.11" post at'ld ~ 20 m p h WI0C lead Of 23 # .' Sq Ft pes f c,10'ces are
<br />
<br />') 2" . 3" Snap Section
<br />
<br />21 All post Sizes liSle<! belOW t,oe 2" x 3" S~ap SO<:lIon
<br />
<br />V'Ihe'e :00 condltior,s d'ca~e a post he,got of 10' ,n a 120 MPH Wind zone a 3".3.' Rell Formed COULD
<br />NOT OlE used because "nen It IS more than 1 0' tall It can on'y SUPPOr1 39 SF of roof On t~,e otr,ef hand. a 3" .
<br />3" Fluted "os, With a post he'ght of 10'. T' can suppor1 an area of 128 square feet of area 7hus. des'gn mus'
<br />satisfy both height and area requl~er:',ents
<br />
<br />Table 4.1,2: Column Capacities Supporting C onventjonal Construction
<br />
<br />umlnum osts
<br />3" x 3" x 0.090" Hollow ExtruslOn - Aluminum Alloy 6063 T-o
<br />Ma.imum Maximum Allowable Roof Area In
<br />Square Feet for Various Loads on Post
<br />
<br />
<br />
<br />3" x 3" x 0,125" Hollow Extrusion. Aluminum Alloy 6063 T.6
<br />MaXimum Maximum Allowable Roof Area in
<br />Height Load in Lbs. Square Feet for Various Loads on Post
<br />.J.
<br />
<br />o.
<br />
<br />
<br />jO
<br />
<br />
<br />I
<br />I
<br />I
<br />4" x 4" x 0,125" Hollow Extrusion - Aluminum Alloy 6063 T.6
<br />
<br />Maximum Maximum Allowable Roof Area in
<br />
<br />Load in lbs. Square Feet for Various Loads on Post
<br />
<br />
<br />'1
<br />
<br />I
<br />I
<br />I
<br />1
<br />
<br />3" x 3" x 14 Gauge Post. 46 k.s.i, Stee I
<br />Maximum Maximum
<br />Load in Lbs.
<br />
<br />
<br />Load in Lbs.
<br />
<br />I
<br />4" ( 4" x 14 Gauge Post. 46 ks,i, Steel
<br />
<br />'o1aximum Maximum
<br />
<br />
<br />'"
<br />
<br />I 0
<br />14::'>
<br />.,
<br />
<br />osts
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various Loads on Post
<br />
<br />Steel
<br />
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various Loads on Post
<br />
<br />
<br />Allowable Roof Area ir
<br />Square Feet for Various loads on Post
<br />
<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 MaKlmum load area (Sq. Ft.) @ 120 M.P.H. Wind load
<br />
<br />Diameter Anchor Number of AnChorS
<br />It Embedment , 2 3
<br />114" x '" 254#1 I I .SF 528#122-SF 792#.'33.SF 1056#144.SF
<br />11;4" x '.112" 39G#l17.SF 792#/33- S F 11 88#150-S F , 584#/66-S F
<br />11/4" x 2,1/2" 660#/2S.SF 1320#15S-SF 1980#iB3-SF 2540#1 I I O-S F
<br />5116" . 1" 3'2#113.SF 524#/26-SF 9305#139.SF 1248#.':2-SF
<br />f5i16" x 1.1/2" 458#.' 20-S F 936#139.SF 14C4#/59-SF lB72#173.SF
<br />; 5116" .2.112" 7 80#133. S F 156Q#i65-SF 234Q#,98-SF 312C'#1130.SF
<br />i 3/8" x,,. 356#1 15.SF 712#/3Q-SF 1005C11145-SF 1424#i59.SF
<br />316" . 1.1/2" 534#.'22.SF 1:J-5C1114 5- S F 15020i67.SF 21305#i89.SF
<br />3,6" x 2.1/2" "".coI37.SF 1730#1~ 4-5 F ~S-~::..~ SF 3SI3C~j'G? SF
<br />
<br />Anchors into concrete for ENCLOSED buildings
<br />Allowable Load I Ma.imum load area (Sq. Ft.)@ 120 M.P.H. Wind load
<br />
<br />Diameter Anchor
<br />x Embedll'lent
<br />I 1/.1" )( 1.1/2'
<br />i 3i6" x 1,' 12"
<br />112" x , .1i4"
<br />
<br />Num be r of Anchors
<br />
<br />4
<br />'\I):~" :c.SF
<br />4223#1176.SF
<br />
<br />7Si#l3i.~::
<br />
<br />1 514#:1:i3-S"
<br />2', ',4~a8.Si'
<br />2886#1'20-SF
<br />
<br />2r' #,")5-Se
<br />31;'O,I:'2.SF
<br />4322:' eQ-SF
<br />
<br />, C57#144-SF
<br />~ c.4'2#i6C-SF
<br />
<br />5772#,'24;.SF
<br />
<br />Table 4.3: Fastening Schedule for Wall Cladding
<br />
<br />Connection Fa~ener
<br />25/J2 Fiberboard Sheathing 11-3/4" gal'..arHzed roofing nail
<br />i 80 common nall
<br />
<br /> Number or Spacing
<br />3' 0 c at eoges
<br />6' 0 c at other beanngs
<br />4" OC at edges
<br />a" 0 c. at other beanngs
<br />4~ 0 C at eoges
<br />3' 0 c at other b€anngs
<br />i'" o c 00 ceIlings
<br />8" 0 c on wal!s
<br />roc on ceilings
<br />8" 0 c on walls
<br />
<br />1/2" Gypsum Sheathing 11 ga. 1.112- ga!V<ln1zed
<br />i/16" head
<br />
<br />51S" Gypsum Sheath,ng ; 11 ga 1.3,4' gaivan,zed
<br />
<br />7;':6" head
<br />
<br />'/2" Gypsum Wallboard
<br />
<br />I ,.3i8H d;ywaU nail ..
<br />
<br />5i6" Gypsum WallboHd
<br />
<br />I" ';12" dl)'waU nail ~.
<br />I
<br />
<br />Particle Board Siding
<br />5/1 6" . 1/2"
<br />5iB"
<br />314"
<br />
<br />6d
<br />8d
<br />Bd
<br />
<br />dboard Lap Siding, Over Sheath,ng
<br />I I' 8d corrOSion resistant wHh
<br />I Direct to Studs I mtnlmum 0099"0 shank and
<br />I ! m,nlmum 0 240"0 head
<br />
<br />I
<br />I
<br />
<br />116" 0 c
<br />
<br />
<br />1,6' 0 c
<br />
<br />I
<br />
<br />at top and bottom eoges
<br />
<br />Over Sheathing
<br />
<br />II 10d corrosion res,stan1 wl\h
<br />minimUm 0099"111 shank and
<br />minimUm 0240"0 head
<br />16d corrOSion resistant WIth
<br />I rrllnimUm 0 092"" sharLk and
<br />minImUm 0225"0 head
<br />
<br />16" 0 c al edges and ' 2" 0 c at
<br />Ilnte~edlate suoports
<br />
<br />I
<br />/6' 0 0 al e0gesar,Q 12.' c c at
<br />
<br />i In\€'I17\euate supports
<br />I
<br />
<br />at top and bottom edges
<br />
<br />Direct to Studs
<br />
<br />Over Sheathing
<br />
<br />3d corrosion resistant with
<br />i minimUm 00'32"0 shack and
<br />i minImUm 0225"" head
<br />
<br />F'berglass sheath,ng may be slapledJslOg 16 ga galvan,zed staples '.118"long 0f 112" sheathing and '.11
<br />2" long for 25J32 sheathing Stap:es 10 have minimum crown of 7/16" and spaced]" 0 c at edges and 6" 0 C at
<br />other beanngs
<br />- Drywall r,a,ls shall confonn to ASru C 514
<br />
<br />1 } Siding applied to 5,8" :leI wood sheathIng, , 5/'32 wood structural panel Of 1l2~ ;:: 3t1lcleboard sheathing
<br />2) Corroswn resistant naIls spaced 6" on cenler at edge 8" on center at IntermedlJ~1t supports Nails shall
<br />have a minimUm edge distance of 318"
<br />3) Siding applied to studs spaced 24" on center maximum
<br />
<br />4} Siding applied directly to studs spaced 24" on center maximum
<br />
<br />5} Use annu1ar or spiral thread nal;s fOf combll""latlon SubnOOf I under1ayment
<br />
<br />6) ~JlI must be of sutfclenlleng~h ~D JccomfT'odJte :r1Ick:iess of sldll'~g 3nd sreJ(..... ng d '.j'S,~d, In'J ailow
<br />mInimUm stud penetratJon of ','/2" II1C:les
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