|
<br />Table 4.1,1:
<br />
<br />Column Capacities Supporting Conventional Construction
<br />
<br />
<br />i Matlmum
<br />
<br />i Height
<br />l-- 1-4
<br />I ./
<br />r------- ~ . i U
<br />
<br />Maximum
<br />Load in Lbs.
<br />
<br />Allowable Roof Area In
<br />Square Feel for Various Loads on Post
<br />
<br />~.vo
<br />
<br />.1
<br />
<br />I
<br />I
<br />I
<br />l-~'~ 3" x_~-.o50" HOllow ~~uSlO~-.: ~Iuminum Alloy 6063 T.Q
<br />I MaxImum ~ Maximum I Allowable Roof Area in
<br />I Height ! Load In Lbs. I Square Feet for Various LoadS on Post
<br />~-< <,100 4,
<br /><,00<
<br />T~:;o
<br />1 ~::.' I
<br />
<br />1....
<br />
<br />.:~,
<br />!..J-
<br />
<br />~~
<br />
<br />'i.-";'
<br />
<br />< I
<br />
<br />I 3" x 2" x 0,070" Hollow ExtruSlon. Aluminum Alloy 6063 T.Q
<br />Maximum I Maximum
<br />
<br />Height
<br />~."
<br />,..,
<br />, i'.;."
<br />~-~
<br />
<br />Load in Lbs.
<br />~',4vd
<br />000
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various Loads on Post
<br />
<br />~~:~
<br />
<br />:~
<br />~~
<br />
<br />I j" x T"X 0040" Rod Form ea:" - ~rum inur,"', ..\lloy 3105 H-14
<br />I" Maximum Max.imum
<br />I
<br />
<br />Height
<br />
<br />L~ad in Lbs.
<br />
<br />Allowable Roof Area In
<br />
<br />Square Feet for Various Loads on Post
<br />43
<br />3<
<br />
<br />~ ~ -oj
<br />
<br />.:;,).:li
<br />
<br />1;:0'
<br />
<br />1. lob
<br />
<br />I
<br />I 30:; I
<br />I 1.;4< I
<br />J" x 3" x 0,060" Roll Formed, Aluminum Alloy Jl05 H.14
<br />
<br />~~~:
<br />
<br />~:
<br />
<br />Maximum
<br />Height
<br />
<br />Maximum
<br />Load in Lbs.
<br />
<br />Allowable Roof Area In
<br />Square Feet for Various Loads on Post
<br />
<br />o
<br />
<br />':<~-~U
<br />
<br />,':i""C
<br />
<br />t~~~
<br />
<br />~;
<br />
<br />I 3" x 3" xC 060" Fluted Hollow ExtruSlon. Aluminum 606J T.o
<br />r--- MaXimum Maximum
<br />I
<br />,
<br />
<br />Height
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various Loads on Post
<br />
<br />Load In Lbs.
<br />
<br />'1;-1..;
<br />
<br />j U
<br />
<br />, i -i0
<br />
<br />.:J~O
<br />,06
<br />, ''j
<br />
<br />o
<br />
<br />Example:
<br />rind Roof A~ea Nee-::eo Area = 'A', Post Spacing ='S' St~cture I'roJ€Ct!on = ~'N
<br />
<br />A = S x rN'2 + 0 H), ~ 'S' = T, W = 12' and 0 H, = 2' te,enArea' = 56 Sq Ft
<br />
<br />For a iO'.~'" post a~j ~20 iT" P h WIno load or 23:: I Sq Ft, post chOices are
<br />
<br />1) 2" x 3" Snap SecLon
<br />
<br />21 ;'11 post sizes listed below tre 2" x 3" Snap Section
<br />
<br />Y'mere )00 condltlor,s d,ctate a pOSl r,elght of 10' In a 120 MPH wlnd zone, a 3" x 3" Roll Formed COULD
<br />NOT 3E used because Nc,en It '5 ",ore than 10' tall II can on!y support 39 SF of roof, On :",e ~thef rand, a 3" x
<br />3" Fluted ?OS1 wltn a pOS1 rlelght Qf '0'.7" can support an area of , 28 square feet of area Thus, deSign must
<br />satisfy both height afrO area reqUirements
<br />
<br />Table 4.1,2: Column Capacities Supporting Conventional Construction
<br />osts
<br />
<br />
<br />MaXimum
<br />
<br />10.
<br />
<br />/.
<br />
<br />Height
<br />..
<br />
<br />Ma ximum
<br />Load in Lbs,
<br />
<br />Square Feet for Various Loads on Post
<br />
<br />I
<br />I
<br />-l
<br />i
<br />
<br />
<br />i i~
<br />~I
<br />/ j
<br />
<br />00
<br />
<br />I
<br />4" x 4" x 0,125" Hollow E~trusion. Aluminum Alloy 606J T-6
<br />Maximum Maximum Allowable Roof Area in
<br />Square Feet for Various Loads on Post
<br />
<br />o
<br />
<br />:",,'/
<br />
<br />steer osts
<br />
<br />J" x 3" x 14 Gauge Post, 46 k,s.i. Steel
<br />
<br />Maximum Maximum
<br />
<br />Height
<br />
<br />Allowable Roof Area in
<br />
<br />Squar'J Feet for Various Loads on Post
<br />(
<br />
<br />Load in Lbs,
<br />
<br />
<br />
<br />
<br />),i)j
<br />
<br />I 01
<br />
<br />3" x J" x 11 Gauge Post. 46 k,s.i. Steel
<br />
<br />Maximum Maximum
<br />
<br />Allowable Roof Area in
<br />Square Feet for Various Loads on Post
<br />
<br />Height
<br />
<br />Load in Lbs,
<br />',Of
<br />
<br />
<br />
<br />I
<br />4" x 4" x 14 Gauge Post. 46 k,s.i, Steel
<br />'.Iaximum Maximum
<br />
<br />Load in Lbs,
<br />
<br />Allowable Roof Area if'
<br />Square Feet for Various Loads on Post
<br />
<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 Maximum load area (Sq, Ft.)@ 120 M,P,H, Wind load
<br />
<br />Diameter Anchor Number of Anchors
<br />l( Embedment 1 2 J
<br />1114" x I" 264#11 I-SF 525#122.SF 792#133-SF 1056#144.SF
<br />114" x 1,112" 396#1 17.SF 792#/3J..SF " a2;#i50~SF , 584#166- S F
<br />1114" x 2.1/2" 66C#J28-SF 1320#155-SF 1980#/83- S F 2640#1 11 O.S F
<br />5'16" x I" 312#i13.SF 624#126.SF 936#139-SF ' 246#152.SF
<br />5116" x 1,112" 466#120.SF 936#/39-SF 1404#/59,SF 1 B72#178.SF
<br />i 5116" x 2.112" 7 80#/33.S F 1 S6C#165-SF 234C#198-SF 312C#1130.SF
<br />13/8" l( ,.. 356#1 15.S F 7' 2#130-SF 10'56#145-SF 1424#159,SF
<br />: J/8" l( 1.1/2" 534#122.SF IIl'56#145-SF 16G2#i67.SF 213€#189.SF
<br />~/8" x; 2-1/2" ~t','~':t."37_S; 178C#174-SF ~~~:.:'~~ SF 3SG(;#I~G<Q.SF
<br />
<br />Anchors into concrete for ENCLOSED buildings
<br />Allowable Load I Maximum load area (S'1, Ft.)@ 120 M,P,H, Wind load
<br />
<br />DIameter Anchor
<br />x Em bedment
<br />I 1/.1" x; 1.1/2'
<br />i Ji8" l( 1.' 12"
<br />I' '2" xl.' 14"
<br />
<br />Num be r of Anchors
<br />
<br />3
<br />227"'/,)5-S"
<br />317'#,1:'2,SF
<br />432:~, ~eo-sr:
<br />
<br />4
<br />,0:5":' :c.SF
<br />4223#117S-SF
<br />5772~,'24' -SF
<br />
<br />7S7#/3:i.:::=
<br />105i'#i44~SF
<br />144:;#/SO-SF
<br />
<br />I 514#/b3.So
<br />2', "~,38.SI'
<br />28860;' 20-S F
<br />
<br />Table 4,3:
<br />
<br />Fastening Schedule forWall Cladding
<br />
<br />Connection I Fastener
<br />25132 Fiberboard Sheathing 11.3,4" ga!'.an,zed roofing na,l
<br />i 8d comlT"on nail
<br />
<br /> :-.lumber or Spacing
<br />3" 0 c a1 edges
<br />6R 0 C at other :Jeann';jS
<br />4R 0 c at edges
<br />a" 0 c, at other beanngs
<br />4~ 0 ': a1 eages
<br />B' 0 c at ot~ef tearlngs
<br />o c on ceIlings
<br />a" 0 C on wall s
<br />)' 0 c on cedlngs
<br />8" 0 C on walls
<br />
<br />112" Gypsum Sheathing 111 ga, 1,112" gal,an'led
<br />17/16" head
<br />
<br />518" Gypsum Sheathing ,11 ga 1.3.4" ga!'anlzed
<br />i 71i6" head
<br />
<br />112" Gypsum Wallboard
<br />
<br />I f 3;a" d!)".'tall rial! ...
<br />
<br />5/8" Gypsum Wallboard
<br />
<br />i ' .1/2" dry',..'ait rail ...
<br />I
<br />
<br />Particle Eoard Siding
<br />5116" - 1/2"
<br />5i8"
<br />3/4"
<br />
<br />6d
<br />8d
<br />8d
<br />
<br />dboard Lap Siding, Over Sheathing
<br />18d corrOSion resistant wdh
<br />Direct to Studs I minimum 0099"0 st'lank and
<br />! mlnHT.um 0 240"0 head
<br />110d COrTOSlon resistant WIth
<br />I minimum 0 099"0 shank. and
<br />minImUm 0 240"" head
<br />16d corrOSion resistant With
<br />I minimUm 0092"0 shank. and
<br />! minimum 0225"0 head
<br />
<br />1'6' 0 C
<br />
<br />at top and bottom edges
<br />
<br />\'6" v C at lop and bottom edges
<br />
<br />
<br />
<br />16' 0 C at edgesand '2' 0 C at
<br />lnte:r;>,edlate supports
<br />
<br />'6" J J 01 "dg"sand 12" 0 C at
<br />llrltenned;a:e suppons
<br />I
<br />
<br />Over Sheathing
<br />
<br />Direct to Studs
<br />
<br />Over Sheathing
<br />
<br />: 8d corrOSion reSistant With
<br />I minImum 0092"" shank. and
<br />m,nlmum 0 225"0 head
<br />
<br />. Flbergiass sheathing may be stapied JSlng '15 ga galvanized staples ~,'/8"long or 1/2'" shealhmg and '.~I
<br />2" long for 25/32 sheathing Slaples 10 have minimum crewn of 7/16" and spaced 3. 0 c al edges and 6" 0 c al
<br />other beanngs
<br />- Drywall na,ls Shall conform 10 ASTM C 514
<br />
<br />, ) Siding applied 10 5/8'" rret wood sheathing, , 5/32 wood structural panel Of 1/2'. :-Jr1lc;eboard sheathing
<br />2) Corrosion resistant nads spaced 6~ on center at edge 8" on cenler at Intermea'J:~ supports Nalls shaH
<br />r.ave a mInimUm edge dlstal1ce of 3;3"
<br />3) Siding applied 10 studs spaced 24" on center maximum
<br />
<br />4) Siding applied directly to studs spaced 24R on centef maXimum
<br />
<br />5) Use annular Of splr3l thread nails for COmblnJtlon subnoor I undenayment
<br />
<br />6 l NJd mList be of suffiCient length to <JccOlnfT'odJte thickness of sldlr;; 3nd sre3thl'g If ',iSt.:d, J.nd allow
<br />minimum stud penetrJtlon of ~., /2" Inct\es
<br />
<br /> ....J
<br /> <:l.':
<br /> :J
<br /> Z
<br /> <:l.':
<br />(/) ?
<br />UJ z
<br />~
<br />:J (j (/)
<br />f- (/) UJ
<br />U UJ ....J
<br />:J 0 en
<br />~ (/) ;::
<br />f- UJ
<br />(/) 0:: '<;j'
<br />UJ :J Z
<br />~ f- a
<br />~ u 1=
<br /> :J
<br />u... ~ U
<br />0 f- W
<br />0 (/) (/)
<br />a ~
<br />~ :J
<br /> Z
<br /> ~
<br /> :J
<br /> ....J
<br /> <:l.':
<br /> ...
<br />W <:
<br />~ N
<br />.....
<br />0...::;,
<br /> Vl
<br />.<:
<br />+"'0
<br />+"'(J
<br />0)...
<br />c~ <D
<br /> '"
<br />C~ '"
<br /> <D
<br />0)i3 ~t;;
<br />cnijj "'~
<br /> ~~
<br />.:>' ~
<br />W~ e-
<br />O) ~
<br />U u.
<br />C
<br />0)
<br />....
<br />3
<br />C'il
<br />-.J
<br />
<br />
<br />5
<br />
<br />OF
<br />
<br />6
<br />
|