|
<br />Table 2.2.1: Allowable Attributable Roo' Area per Post for Carports,
<br />Patio Co\'e~, and other Open Buildings. ALUMINUM POSTS
<br />
<br />I " -Aluminum Post
<br />t===-l'1Ind Load = I lCIV I "Q MPH I 12u ,'Il' I ,," "'PH I 140.'/lPH
<br />~m Load = i 1T11l'SCf'Fl "Q lII:>q, foL I lJ ",~q..[, to ",oq. r[, I J2111:>q, Fl
<br />"'a..mum I AllowiiCTe~oo' A'ea ,n oquare eel 10f Vanous Loaas on ost
<br />He'gnt i Load, ,n Lbs I :z.....-rTO,C~ow t;<ll"uSlon Of
<br />'4 I l,(f.i4 1:r-- -lu~ '" I; I 00
<br />,.., i 1,54~ , "I 0' bU I ,,~
<br />I--.:Tv I 1 .:V4 , , oU I 0': "'" I .>0
<br />I .. I ';<JJ ~J - <15 I 0'" j:' I .~
<br />I Helgnt I Loaa In LOS rT.,O, 0 Hollow U!fUSlOn or
<br />, d',: I l,oo ~Sr--I IJ, I 1" '\.00 I cJO
<br />f-----T.., I 2,001 ,., II '.' I.~ "" I /0
<br />11o-:n I 1 ,h "4 00 I 6~ " I :;v
<br />1 Z..j ; 1, ~ ':J I I V I ov ,.. ~ I ,)(
<br />i Height I Load tn Lbs I-J~-rx-rr,O)u Hollow t..x.truSlon. A.lumlnum AllOy bUfJJ 1...0
<br />d., 3JCil I -2:o--r--',L; 1_~ I '-11 I 1VI
<br />,.., i T35? I ':" I ',d I . , , I "0 I OU
<br />[---1,- ' , , '"83 I ~9, 00 I ' 0 0':
<br />I '".J ,T4i1 33' I ,~ I 00 I :1 I .,
<br />.. ~~ad In Lbs .,.,0040 KolI foormed . Aluminum Alloy .105 H.14
<br />1J 1lT.JJ-- --T Z;JO', II. fdo-- 1'J I '''. I ~.: i I.
<br />11-<1 I ,CJO ,_~ .09 I " I b'J I 00
<br />1 13.4 I 1 "c? .< b~! 00 I :~ I 4J
<br />I " -v , ~ I 0 ~. I .: I "0 I "J
<br />~~\Jr;'-~a-:liD1S--:J""'.i:.-)7o-:'O~--q()11 t-C'.-neQ . ~n'J,n ,"\1.0'1 lllJ5l1-1:r---
<br />" -v I Jl300 I <'" 11j<j, I:, I -rn 'J
<br />~~ i ':,'.1J ,:, J' I " I IU4 I ""
<br />1~-6 I ",100 I Z4 Iv:' I ' I 0' I bO
<br />10-0 I ,::;/5 j ~J I /'j I od I 01 ! ...~
<br />~ Height I Load In Lbs I "J~JX-cr:060 J-luted Hollow t.xtrusron -Aluminum bu6J 1-0
<br />I 11.'. ! 3AGi:! I 4W ,C .-0 I 10 i lUI
<br />I 1J'.,u I ",::00 I 0<,; 2'j I I "" I ov
<br />r ':.,,~ I 1 S38 I' ,~ i :jQ I ,0 I O~
<br />! 1,10 I .,00 i: 00 01 141
<br />
<br />Example:
<br />Fnd Roof Area Neeced, Area = A' P:Jst Spacing ='S' Str",,'c:~re ProJec!~O('1 = W'
<br />A = S < (WI2. 0 H), ~ 'S' = T, W = 'Z, ar,d 0 H = Z tran, Area' = 5<3 Sq Ft
<br />F)( a ~0'.1~" ,Xs! and '20 r1.p h. wInd 'oad O( 23 ri I Sq. Ft, .x's! cho~ces are
<br />') 2" < 3" < 0044' Hallow Edn.;s,on
<br />2) AH pest sizes ~,s:ed beicw tre 2" x )" x J 844" Hoilow Sect,'cn
<br />Note;
<br />'tmar. ;o~ COl'Olt,ons d,cla'. a past he<,;ht 01 '0' ,n. 120 MPHN,nd zone,. 3" < 3" ROll Formed COULD
<br />NOT BE used :;ecause when It is more than 1 O' ~aH It can only support 39 SF 'Jf roof. On tr,a other "and, a 3" x
<br />3" F!uted Post 'Nltn a post height of 1 O'~ 7" can support an area of '28 square feet of area, Thus, des~gn must
<br />saLsfy both relght and area reql..trements
<br />
<br />Table 2.4:
<br />
<br />Footings - Maximum Roof Area for Carport Posts
<br />
<br />!
<br />
<br />Wind lone =
<br />Applied Load =
<br />
<br />102 MPH I 1,0 MPH I 12C MPH I 125 MPH I
<br />17 #lSq, Ft. I 2C #lSq. Fl I 23 #lSq. Fl I 25 #lSq. FL
<br />
<br />140 MPH I
<br />32 #lSq. Fl I
<br />
<br />Existing Slab on Grade I
<br />with unknown
<br />reinforcement
<br />
<br />20
<br />
<br />17
<br />
<br />15
<br />
<br />13
<br />
<br />10
<br />
<br />Isolated Footing
<br />Dimensions..
<br />
<br />Uplift
<br />ating (#
<br />520
<br />1,000 I
<br />1,020
<br />2,C40
<br />2.540
<br />2.640
<br />3,300
<br />4.000
<br />4.800
<br />
<br />Maximum Atlributa~le Rool Area in Square Feet
<br />
<br />I
<br />i
<br />
<br />16
<br />31
<br />4'
<br />64
<br />80
<br />83
<br />103
<br />144
<br />172
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />20
<br />38
<br />51
<br />78
<br />98
<br />102
<br />127
<br />177
<br />212
<br />
<br />22
<br />43
<br />57
<br />89
<br />1'1
<br />115
<br />143
<br />200
<br />240
<br />
<br />26
<br />50
<br />66
<br />102
<br />127
<br />132
<br />165
<br />230
<br />276
<br />
<br />30
<br />59
<br />77
<br />120
<br />150
<br />155
<br />194
<br />270
<br />32d
<br />
<br />,'.0" x 1'.0" x 1'.0'
<br />1'4" x 1'4" x 1'4'
<br />1'.0" x 1'.0" x 1'.0'
<br />"08" x "08" x 2'.0'
<br />I 1',8" x 1'08" x 2'.0'1
<br />2'.0" x 2'.0" x 2'.0'
<br />2'.0" x 2'.0" x 2'.0'
<br />2'.0" x 2'.0" x 2'.0'
<br />I 2"5" X 2'.0" x 3'.0'1
<br />",'1otes:
<br />isolated Footing is a poured conc;ete ,€'C:angular solid (Lef'gth x \I'/Idth x Depth)
<br />Slab on ,grade must be new o( in good c00ddian
<br />
<br />I
<br />
<br />Pre-Cast Block Footing
<br />
<br />Pre,cas\ fOaling blocl< ( 16" x :6' x 4") a124" below gr.de 'N11J180 # bag pre.mlx conceele .nd b.ckfllled 10
<br />grade
<br />
<br />f Dimensions
<br />
<br />(1)801$8ags
<br />(2) 8Q 1$ Bags
<br />(3) 80 1$ Bags
<br />
<br />Uplift
<br />Rating
<br />i#\
<br />1,734
<br />1,8' 9
<br />1,904
<br />
<br />102
<br />107
<br />"2
<br />
<br />Maximum AMbutable Roof Area in Square Feet
<br />87 76 67
<br />91 79 70
<br />95 83 73
<br />
<br />54
<br />57
<br />60
<br />
<br />Table 2,2.2: Allowable Attributable Roof Area p'H Post for Carports,
<br />Patio Covers, and other Open Buildings" ALUMINUM POSTS
<br />
<br />Aluminum Post
<br />Wind Load = I 102MPH I 110,'~PH I 120MPH 125MPH I 140MPH
<br />Applied Load = I 17 #lSq. Fl I 20 #lSq. Fl I 23 #lSq. FL I 2511JSq, FL T J2I1JSq. Ft. I
<br />Maximum I Allowable Roof Area in Square Feet for Various Loads on ?ost
<br />Height Load In Lbs i 3" x 3" < 0090" Hollow ExtrUSlOn . AlumInum Allay 5Q63 T.o
<br />.:u- I 5. 8305 I 259 I 22,- ~199 T :Ii<
<br />LHU" I J:38 U~ I ". I ;0'01 1:V, In-
<br />~O I :rO~ 78 I '01 I IJ 0 I .5
<br />~T1D---r- 2';160 I 13J r 113 I ,,'01 0 I i
<br />F2e;ght Load in Lbs I 3" x 3" x 0,125" Hollaw ExtruSion. Aluminum Allay 5053 T.o
<br />3":. I 6,TIL I dOl I 346 ! 3", I .titi I 2',0
<br />6.1 I :',H~4 i 305 I ,,:;'::1 i tL.'J I 1~~ : 102
<br />I 1~,4 I 4,03" I 237 I ",~< I I ,~ I "," 1.0
<br />\"2U', I J,O"4 I 178 I 101 : IJ' ! \',0 I
<br />i Height i Lo.d in Lbs i 4" x 4" x 0,125" Hollow ExtrusJOn. Aluminum Allay 5053 f.o
<br />,----ro,9 I 9';:J1z I 549 400' 4u: I 000 I
<br />I 15.,,: 16,984 1411 1.)4, i JC4 ; .b'-' I
<br />I :rr:0 I 5:432 I 320 I ", < ""0 i <U'J !
<br />12:>'0 i 40,4 , 240 i ,,04 I ,,, I 10, I
<br />
<br />Table 2,3: Schedule af Post to 8eam Size and Number of Thru.8olts Required
<br />Aluminum Alloy 606J r.6
<br />
<br />Be,m
<br />Size
<br />r... '" .l 0050" Hollo''''' Tilt
<br />~ It 4" Jl: 0.050" Hollo,....
<br />" x 4" x O,OJ8" x O. '00- Sell MaM') Beam
<br />'I.. .. x 6- x 0,050" x 0,120- Sell Mating Beam
<br />, .. x r' x 0,055" x 0,120" Seil Matin'} Beam
<br />" x S" x 0,012" x 0,224" Se,f Mallng Be.m
<br />2" x g" x 0,072'. l 0,224" Self ~ating Beam
<br />Z:' x 9" ... 0_082" II 0306" Self ~atlng Beam
<br />
<br /><;;
<br />
<br />I
<br />,S~
<br />
<br />" 10
<br />
<br />: ;~
<br />
<br />STeeTPost I
<br />l ' W~:...L.O~ 1C2 MPH I 110 M?H I 120 MPH I 1~~ MPH I 140 MPH 1
<br />r---- ,;pplied LOdj = 17 .lliSq. Ft. I <1}#lSq. rl lijll.s~ ::~ !25111Sq, Ft. -i3i;;iSCi.Tt1
<br />Maximum I Allow.ble Roof Area in Squ"e Feet lor Various Loads on Post
<br />Height Load in~bs 3" x 3" x 14 Gauge Post.. 45 k,o.i. Steel J
<br />~19''U IrO 9' I :,\)J I 4JI I 381 31~
<br />21 ,9 i I .43 I 37 I 372 I 3"J I ,~o I 0" !
<br />23.,) I 5:6~0 I' 3J" \ ,~L I ':4: J "" I ',6 I
<br />c----zs-:~31' "~,, I ,1'J I ;,V - 'o~ I 131
<br />Height I Load in Lbs I 3" x 3" X 11 Gauge Past. 451<,o.i, Steel
<br />'lV-8" 1" 15"~934 I 1,,4 , o!Jv I 010 4!J6
<br />-21, I l1.iJU I o~U I ~dl I ,,'U 4~' I So,
<br />I 23.'0 I 8:91U I 5':0 I ....,-, i J~U I 345 I 2BV
<br />1<0:'0 I 6':900 I 4Go I .>4: I J<J" I "0'> i ,; 0
<br />Height I Load in Lbs I 4" x 4" X 14 Gauge Post.. d5 k,o.i. Steel
<br />L 20-8" T 12:6!)\) I 744 I bJJ I :~o I
<br />12'T-3 I 93:'0 SSO I <m8 I 4,,7
<br />~2.() I I,I!)\) I 421 I "'>0 I 311
<br />34-8 I '>,:00 I 324 I "',> I UJ
<br />
<br />I
<br />I
<br />
<br />4(;1
<br />j'O'U
<br />21,
<br /><'"
<br />
<br />I
<br />I
<br />T
<br />I
<br />
<br />3.5
<br />';~l
<br />22J
<br />I"
<br />
<br />Table 2.5: Allowable Spans f Heights for Aluminum Pans
<br />Utility Shed Roof or Walls
<br />
<br />1.1/4" X 12" x 0,026" Panel
<br />Wind Overhang Condition
<br />Region NONE 1'.<)" I 2',<)"
<br />102 M.P.H. T -4" I T.T 8'-4"
<br />110 M.P.H. 6'.9" I T'<)" T.W'
<br />120 M.P.H. 6'-4" 6'.T T-fj"
<br />
<br />1.1/4" X 12" x 0.032" Panel
<br />Wind Overhang Condition
<br />Region NONE 1'.<)" I 2',<)"
<br />I 102 M.P,H. 8'.," I 8'-4" I 9'.1"
<br />110 M.P,H. T.o" T.9" I 8'.$'
<br />120 M.P.H. 6'.11" T.3" T 8'.(1'
<br />
<br />1"1/2" x 12" x 0.032" Panel
<br />
<br />1.1/2" x 12" x 0.026" Panel
<br />[WIND Overhang Condition
<br />I REGION NONE 1'.<)" I 2',<)"
<br />I 102 M.PH. 8'.5" 8'-8" 9'-4"
<br />110 M.P,H. I T.9" 8'.0" I 8'.9"
<br />120 M.P.H. 1'-3" T.o" I 8'.3"
<br />
<br />Wind
<br />
<br />Region
<br />102 M.P.H.
<br />110 M.P.H.
<br />120 M.P.H.
<br />
<br />Overhang Condition
<br />NONE I 1',<)" I 2' .<)'"
<br />t
<br />9'..~" 9'.0" '0'.1"
<br />8'.7" 8'.10" I 9'.5"
<br />T.'1" 8'.3" I 8'-1'"
<br />
<br />,11
<br />(
<br />
<br />3" x 12" x 0.026" Panel
<br />
<br />I 3" x 12" x 0.032" Panel
<br />Wind Overhang Condition
<br />Region NONE 1',<)" I 'l'<)"
<br />102 M.P,H. '5'.5" I '5'.0" I 15'.""
<br />110 M.P,H. I 14'.Z' I 14'-4" I 14'.9"
<br />120 M.P.H. I 13'.3" I 13'S I 13'.10"
<br />
<br />Wind Overhang Condition
<br />
<br />Region NONE 1',<)" 2'.<)"
<br />
<br />102 M.P.H. 13'-11" '4'.1" 14'.0"
<br />
<br />110 M.P,H. 1Z.'O" 12'."" I 13"-5"
<br />
<br />120 M.PH. , ".1'" I 12'.'" I '2'.T I
<br />
<br />Room Roof Panel span :'W' as sho,"'" on ,jr3'Mr<;Js
<br />
<br />Note: To double ~oVi~~ ~@OO"~SIj/l<<l:.'1tIr,jSpan
<br />OISCU. IS . AND ROY AL ~ II
<br />IMP IMS AU \'t A1UtAl'ITIES, EXPREsSfL,
<br />\'t' uro, INCLUDING BUT NOT LIMITED 1'(
<br />~lES OF MEll.CHANTAIlIUTY OR F1':
<br />DOEs NO AlTIC\J1.A1I. PUlU'OSl;. ROYAL ALU\"
<br />T WAlAANT THAT ANY rRODUCl
<br />~J~TH STATE OIl LOCAL BUILDINC c'
<br />f.NSUJ.JNG co~ SOUL Y RESPONSIllLf
<br />r.nvw.L".~_ ...PlIANCE WITIi ANY M'
<br />~. ......mc,n 1 At UGtIUI TIONS.
<br />
<br />MinImum
<br />
<br />PO'Sl Site
<br />
<br />J'". 1'"x 0,060" S<:alloped
<br />J"lt )". 0.060" Scalloped
<br />l"x l". 0,060" Sealloped
<br />3"x 3-x 0,060" Scalloped
<br />3" x 3" x 0,093-
<br />\l- x l" x 0 09J"
<br />3" x 3" x 0,125"
<br />13" , 3" , 0,125"
<br />
<br />'Thru-8oHs @ L=O+~/l"
<br />11"" a 318" a
<br />2
<br />Z
<br />Z
<br />Z
<br />~
<br />3
<br />
<br />Table 2,6.1 Allowable Stud Heights
<br />Utility Sheds Framed With Hollow Aluminum Extrusions
<br />6063 T -G Aluminum Alloy (Fb = 15.000 psi)
<br />
<br />Load Condition
<br />
<br />102 !<I,P,H ',0 MPH I 12C !<I,P,H I DC M,P,H I ldC M,PH
<br />; 19 ~ 1 Sq. Fl I 23 ~ 1 Sq, Ft I 25 ~ I Sq, Ft I 29 # I Sq. FL i 35 # I Sq, Fl I
<br />2" x 2- x O,OJ2" Hollow ExtrUSIOn
<br />
<br />!
<br />
<br />Wind Load
<br />Applied Lo.d
<br />'Load Width
<br />15"
<br />24"
<br />Load Width
<br />16"
<br />24"
<br />Load Width
<br />15"
<br />24"
<br />Load Width
<br />15"
<br />24"
<br />
<br />g.~'
<br />7'.""
<br />
<br />~ D'.:;"
<br />
<br />3',3'.
<br />
<br />,,..,"
<br />3'-0"
<br />
<br />~ 2' -1'
<br />3'.'0"
<br />
<br />6'.'0" I 8'..," I 7'.11"
<br />7',3" I 6,'0" I 6'S
<br />2" x 2" x ry,Ol5" Hollow Extrusion
<br />
<br />I~.-' i 6',3" I C',3
<br />: , .., I 7'," I S..o"
<br />2" x 2" < 0,044" Hollow ExtrUSIon
<br />10'," i 3'.0" I 8','"
<br />6..3'. I 7'.3" ! 7'.4"
<br />2- x 2" x 0,055" Hollow Extrusion
<br />
<br />I
<br />
<br />I
<br />I
<br />
<br />, O'.~ i ,. I
<br />6','" I
<br />
<br />'0'..,' I
<br />6..5' 'I
<br />
<br />Table 9,3: Allowable Loads On Screws And Bolts
<br />(AS Recommended By !<Ianulacturers)
<br />
<br />Self-Tapping and \ofachine Screws Allowable Loads Tensjle
<br />Strength 55.000 psi; Shear 24.000 psi
<br />
<br />/.
<br />,
<br />
<br />Screw Diameter
<br />113 I
<br />#lC I
<br />#12 !
<br />.,4 I
<br />114" I
<br />5115' I
<br />318- I
<br />
<br />Single Shear'
<br />Ilbs,)
<br />334
<br />
<br />418
<br />576
<br />734
<br />751
<br />1253
<br />1566
<br />
<br />Double Shear"
<br />(Ibs,)
<br />66B
<br />BJ6
<br />1,152
<br />'466 i
<br />1 522
<br />2,500 r
<br />3.7 '0 I
<br />
<br />Withdrawa'
<br />167
<br />209
<br />288
<br />367
<br />360
<br />
<br />626
<br />923
<br />
<br />Wood Lag Screw Loads
<br />Using Southern Pine S,G" 0,55 or Equivalent 1.1/2" Thickness
<br />
<br />Single Shea< Double She.r
<br />(Ibs,) (Ibs)
<br />170 235
<br />210 355
<br />
<br />240 d80
<br />
<br />Screw Diameter
<br />114"
<br />5115"
<br />
<br />318"
<br />
<br />Withdrawal Ilbs,)
<br />396
<br />624
<br />712
<br />
<br />, I
<br />I
<br />
<br />g..O"
<br />7'.11"
<br />
<br />(Ibs,)
<br />
<br />Concrete Screws And Bolts In Concrete, BriCK or C.M.U.
<br />(Embedment Must Be a Minimum 011.112" ThicknessWittll.1I4" From Edge)
<br />
<br />2,000# Concrele I 3.000# Cone,ete
<br />
<br />Tension (Ibs,) I Shear I Tension IIbs,) Shear
<br />757 319 I 825 352
<br />1,057 816 I 1184 898
<br />
<br />I
<br />
<br />Screw Diameter
<br />114'"
<br />
<br />5115"
<br />318"
<br />
<br />,443
<br />
<br />Aluminum Rivets with Aluminum Mandrel
<br />
<br />, ,d43
<br />
<br />1.776
<br />
<br />Screw Diameter
<br />118-
<br />5In"
<br />3115' I
<br />
<br />Tension (lbs,)
<br />129
<br />'67 I
<br />262 I
<br />
<br />Shear
<br />176
<br />
<br />263
<br />375
<br />
<br />Aluminum Rivets with Aluminum Mandrel
<br />
<br />Screw Diameter
<br />li8"
<br />
<br />5In"
<br />
<br />31 15-
<br />
<br />TenSIOn (Ibs,) I
<br />210 I
<br />340 I
<br />445 I
<br />
<br />Shea<
<br />325
<br />4'JO
<br />720
<br />
<br />Single Sre.r Scce....s Fy = 36.40 k s I, '!',eid S:cer.gih
<br />.. Double Shear Scre....s Fy = 50 . 54 '" s I Yeld Slrength
<br />.w. All barrel !ef\9tlis, CehJs IndustrTal Quahty Use maJ1ufactwe(s gr,p range 10 match total ~aJl
<br />thlckf1ess of cOr'lf"ectron Use chart To Se:'ect scre'N U S r~vet subSlJtut!oc1 o( a~Q(
<br />speclficatlOf'$ 1(1 drawln9S
<br />
<br />I
<br />I
<br />
<br />7'.'"
<br />5',9.
<br />
<br />7'.4"
<br />
<br />5'-0"
<br />
<br />I
<br />I
<br />
<br />3',1"
<br />6'.7"
<br />
<br />I
<br />I
<br />
<br />8'.9"
<br />7'.2"
<br />
<br />1,503
<br />
<br />co M
<br />o 0
<br />SS CD
<br />C) ,.:.
<br />CO CO
<br />x CO"" N'"
<br />gg~~g
<br />
<br />:lO'chC),...t
<br />. CO -... N ""
<br />a.~x~,?
<br />a lIO~ t; M ~ (, 8
<br /><..J Oco
<br />:lwu"8'?.!-
<br />:J .0....
<br />..J~~~<~
<br /><~::),.:.Qz
<br />~B5~~g
<br />:: [j ~ Li z<C
<br />::C....JO
<br />" C)
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