|
<br />._. ...., .-...---....------- ----~-_..._-----------...-~.._---
<br />
<br />'TA8t! 1: IoIAXlloMJ $P,l.J-/S f'OR STAI-()~ ,t.lWlf-lUIoI R1Xlf P,l.J-/HS CF
<br />3105 H-I. ~ H-25 AllOY
<br />'MNO LOADS; GtSS ~$. unuTY RQC4.(S, SI-lEDS. AND OMR
<br />ENCt.Q'SG) BUILDINGS
<br />O.H. o::t-IOlTIOO NO O. H. I' O. H. 2' O. H. 3' O. H.
<br />1-1/."x 0.020-
<br />5'- ."
<br />100 "'PH W. L. .'-10"
<br />110 I.lPH W. L "_ 6-
<br />I 20 "'PH W. L ~
<br />1-1/.-x O.0..3Z-
<br />100 "'PH W. L.
<br />110 I.lPH W. L.
<br />120 "'PH W. L.
<br />1-3/.-x 0.020"
<br />100 "'PH w.. L ~;- s-
<br />5'- 0"
<br />110 LAPH W. L. "_ S-
<br />120 "'PH W. L ~
<br />1-3/4-x 0.0-32"
<br />100 MPH1t. L. 0' - ~.
<br />110 LAPH W. L. 5'-'1
<br />120 MPH W. L. 5'- s.
<br />3- x 0.026-
<br />100 "'PH W. L.
<br />I 1 0 IoIPH w. L
<br />120 l.lPH W. L.
<br />3-x 0.0-32-
<br />100 l.lPH W. L
<br />, , 0 IolPH W. L.
<br />120 ,",PH W. L.
<br />UV[ LOAD; All
<br />O.H. CUlomoo
<br />1-1/4-x O.O~-
<br />s-;Sf' i-C'
<br />20 .t= L L 5'- g"
<br />30 / -" L. L,
<br />1-1/4-x 0032'
<br />20 I/SF L L
<br />:;,0 11Sf' L. L.
<br />1-3/.-x 0.026-
<br />t=: i- .-
<br />20 1/-" L. L. 5' _ 0"
<br />30 I/SF L L
<br />1-3/4-x 0.0-32'
<br />~ s% t l ~:: b-
<br />3"x 0.026'
<br />20 IISF L. l l:;,-::r
<br />30 1/SF l L. '0'- g"
<br />3- x 0.032"
<br />20 IISF L L 15'-': ,~- 2". 1~~- 7: 11~:- 82:
<br />30 11Sf' L. L. 12'-':; ,~- 5 1. -n oJ-
<br />1. TOT...L ROOf PANU~OTH .. ~ WIl)T'ri PlUS WAll WIOrn PlUS O\l(RJ.;ANC
<br />2. THE SJ,/ALLEST vAlvE CF THE 'faND LOAD TABLE 00 THE Ll. TA8l.E COYU\NS
<br />TABLE ,. LAAXlUUl.4 S?AN$ ,OR STA."-IQAR1) AlLMJNU\,/ ROOf PANELS OF
<br />3'05 H-2S AllOY
<br />'MND LOADS.: GtASS ROC4.l$. UnUTY R(O.($. SHEDS. AND OTHER
<br />ENCtOSEt BUttDlNGS
<br />O.H. o::t-Iomoo NO O.H ,. O.H 2' O.H.
<br />3"x 0.026" 100 l.lPH I'I.L "'-10" lZ'- ()'" 12'.- 0-"
<br />110 l.lPH 'If,L 10'- g' 10'-1'" 11 - 6
<br />120 IoIPH i'lL HY-'" 10'- 3- 10'-10"
<br />100 l.lPH W.L. 1.'- 0" 14'- l' 14'- S'
<br />110 \.IPH W_L '2'- g" 12'-1'- 13"-."
<br />'20 LAP" i'lL '1'-'" lZ'- I" 12'- r
<br />LJV( LOAD; AU. BUll.D<N C T'1"?{ S
<br />OX C1::NOlnoo NO O.H. l' O.H. 2' OH. 3' Ox
<br />3-x O.O~- 20 I/SF LL 1S'- I' 16'- 2" 1S'- r 17'- 2"
<br />30 I/SF LL 13'- I" 13"- 3" 13'- e- 1.'- s"
<br />3"x 0.032" 20 I/SF LL. IS'- 4' 1S'- S' IS'- 9" \g'- 3"
<br />30 I/SF LL 1.'-~1. 'S'- I" 15'- 6" 16'- I.
<br />1. TOTAl ROO" PA.'l(L 'MOTH .. ROOIoJ WIDTH PLUS WAlL WIDTH PlUS O~ANC.
<br />2 THE $1.IALlIST vAlUt: Of THE 'MND LOAD TABlE 00 THE L.L. TABLE CO\l(RNS.
<br />TABlE 1: IoI~UU SPA.'-iS ,OR INDUSTRY STANOA.R1:l ALL;l.IINV~ COI.lPOSlTE R~
<br />PAloIELS W/3IC>5-Hl<(/K-25 ,t.lUI.(INUI.I AlLOY SI-lEATHINC & 1.01 EPS ~
<br />WND LOADS
<br />GtASS ROC4.lS. UnLITY ROOl.IS, SHEDS, AND OTHER ENCtOSW BUILDINGS.
<br />3"x 0.020. 100 lOPH W.L 11'- S' 11'- r 12'- ,- '2'-""
<br />110 l&'H W.L 10'- <(- 10'- r 11'- l' 12'- 0"
<br />120 ~ W.L. g'- e- 9'- 1'" 10'- S" 1"- 5"
<br />100 I.(PH W.L 12'- 4' 12'- 5" '3'- O' 13'- g"
<br />"0 lOPH W.L. 1"- 3" ,,'- 5" ,,'- 1'" '2'- g"
<br />120 lOPH W.L. 10'- o. 10'- S" 11'- 3" 12'-"
<br />100 lOPH I'll "'- 8" 11'- 10" 12'-.' 13'-'-
<br />no LiPH W.l. 10'- 7" 10'- 10" 11'- 4" 12'- 2"
<br />'20 I.oIPH W.L. g'- ". 10'-'" '0'- 8~ 11'- r
<br />100 lOPH 'N.L 13'- ~O" ,<('- C" 14'- S" '5'- I"
<br />"0 I.(PH W.L 12'- 7" 1Z'- 9. 1~'- 3" 14'- 0"
<br />'20 I,,/PH W.L \1'- 10' 12'- 0" '2'- 5. 13'- 3"
<br />LI'vt LOAD (NCtUDES 2 USF' DE.AD ,-OAD) AlL BljlLDlNC TYPES
<br />3".0.020. 22t/SF 13'- ," 13'- 2" '3'- 8- ,,'- 5'
<br />32#1SF :0'-10. 1"- 0" ,,'- 6" '2'- s.
<br />nl/SF 1"- 2' 1"- 4" ,<('- g- lS'- s'
<br />3UISF 11'- g' 1"-1~. 12'- s" 1J'- 2'
<br />nt/SF 13'- 5" 13'- 0" 1.'- 0- 14'- s'
<br />3211S~ 1\'-'" 11'- 3" '1'- 9" 12'- 7"
<br />22 #I SF 15'-11" 16'- C" 10'- 5' \7'- 0:
<br />3211S' 13'- 2' '3'- ," 13'- 9- ,.'- 6"
<br />1. TOTAL ROCi'" PANEL .....(.TH - ROC~. WlDiH + WAll WIDTH ... O\l(RHANC
<br />2 iHE LES$tP SPAN 0f MNO LOIo.o ~ U"'-':: LOAD SHAll COI/[RN.
<br />
<br />5'- .,"
<br />..' ::-.
<br />..; - .>
<br />4'-11'
<br />
<br />5' - 8-
<br />0'- 3"
<br />0'- 0"
<br />
<br />0' - J"
<br />5'- 8"
<br />5'- J-
<br />
<br />7 ~"
<br />0'-1'-(.
<br />6'- 8"
<br />
<br />0'- s.
<br />6'- O'
<br />5'- 8"
<br />
<br />S'-IO.
<br />5'- 5.
<br />,,' "
<br />.,; - ,
<br />
<br />0'-10"
<br />S'- 5"
<br />6"-10"
<br />
<br />5'-1"
<br />0'- .:;-
<br />5'-'0.
<br />
<br />S'- .r
<br />7- I
<br />5'-10~
<br />
<br />g'- 9"
<br />8'-10"
<br />0' .-
<br />0- ,
<br />
<br />g'-l"
<br />g' ,-
<br />8,- '-"
<br />- e>
<br />
<br />'1'- S"
<br />10'- S-
<br />'0'- J"
<br />
<br />10'- 0"
<br />g'- S"
<br />g'- 2"
<br />
<br />11'- 6" 11'- 8"
<br />10'- o' 10'- 8'
<br />g'-10" 10'- O.
<br />evlLDlN G Ti"P[ S
<br />NO O. H. I' O. H.
<br />
<br />1~'- 0"
<br />12'- I"
<br />11'- o'
<br />
<br />12' - J-
<br />,,'- 3"
<br />10'- 7"
<br />
<br />2' 0 H.
<br />
<br />J' o. H.
<br />
<br />1- Y
<br />0'- ,"
<br />
<br />8'- ,"
<br />7- 0"
<br />
<br />8i_ S.
<br />6'- ;"
<br />
<br />S'- 6"
<br />7' - C"
<br />
<br />g'- 2"
<br />1-\0.
<br />
<br />7'- ,
<br />6'- ..
<br />
<br />8'- .."
<br />i-II-
<br />
<br />8'-10"
<br />i- 4"
<br />
<br />g' - s"
<br />s' - 1"
<br />
<br />13'- ,"
<br />11'- 0"
<br />
<br />, 3'-10'
<br />1"- 6-
<br />
<br />1.'- 6'
<br />12'- "
<br />
<br />Y'x 0.032"
<br />
<br />50H.
<br />13'- Y
<br />12'- 4.
<br />11'- g-
<br />1S'- 2.
<br />1.'- I.
<br />13'- 4"
<br />
<br />3- x 0.0.32.
<br />
<br />4'x 0.026'
<br />
<br />4', 0032"
<br />
<br />3"xO.0032'
<br />
<br />..' ,0.026'
<br />
<br />4' .0.032"
<br />
<br />TAl3t! 2: UN(. R()($ 8!AlA SPANS f~ ~ &: Cl..ASS ROC'YS. UnLITY ROOus.
<br />SHEDS AAO 011-lER ENa.C1Sm sTRt/C1'1.lRrS wi SOUD ROCf'S .
<br />AlUI.IINUIol BEAJ.jS Of 600-3 T - 6 mDY
<br />
<br />EXAMPlE: ,OR SPAN 1." 00 DRA'MNC US( LOAD WIDTH .. "11"12 + O.H.
<br />2.x <("x 0.050- TILT BEAU: lOAD WlOTH .. 1<('/2 + 2'O.H. - 9'
<br />LOAD YIITH - 9'; LL 0 22I/Sf 6UJA SPAN .. 4'- 4-
<br />BEAM sm: BOJ.I SPAN f"OR DE:SlCNA TED LOADS
<br />BEAM UV[ LOAO'MNO LOAD
<br />LOAD 'fIIOT'M 221/SF 321!SF
<br />2"]( 2" xO.Q.4..4" EXTRVSlQN
<br />s' 5'-10'
<br />6' 5'- ..
<br />j' .'-1 1-
<br />'S' 4'- r
<br />g' 4'- ."
<br />10' 4'- "
<br />,,' 3"-11-
<br />2"x 2". 005<)- EXTRVSlOO
<br />5' 0'-'" S'- O. 5'- I" .'- r .'- J~
<br />6' S'- r .'- 6" .'- l' 4'- 2. 3'-11:
<br />i s'- 2" .'- 2. 4'- 3" 3'-1'" 3'- 7"
<br />8' 4'-\0- 3'-1'" .'- o. 3'- r s- <(-
<br />g' EXAJ.APlE <('- 5" 3' - 8. S - g" :r - 5- 3' - 2"
<br />10' .'- <(" 3'- s" 3'- r 3"- 3" 3'- 0-
<br />I" 4'-'" S-.. 5- 5" 3"-'. 2'-10-
<br />2.x 2"x OOS3 EXT 00 2-x .3":<0.050" TILT 6EAJ.I OR 2"x 3"xO.05O. EXTR\.!SIQN
<br />5' S'- o. 0'- 0" 5'- 8. 6'- 0" 5'- 7"
<br />o' 1-.- S'-,," s'-," 5'- 0" 5'- 1-
<br />7' 0'- g' 5'- 6" 5'- r 5'-" 4'- S'
<br />8' 0'- 4" 5'- 2. 5'- 3' 4'- g" .'- 5"
<br />g' 5'-11" 4'-10" 4'-"" .'- s" ,'- 1"
<br />10' 5'- s" .'- 7" .'- 8' ..'- 3" J'-'I"
<br />\1' S'- S" 4'- 4" .'- 5" .'- 0" 3'-'0"
<br />3"x 2', 005<)' EXTR\':SlOO
<br />5' i- s'
<br />6' 6'- g"
<br />6'- 3"
<br />S'-10"
<br />S'- 6'
<br />5'- 3-
<br />5'- 0"
<br />
<br />100 IoCPH
<br />
<br />'10 I4PH
<br />
<br />120 \.lPI-(
<br />
<br />.'- g.
<br />.'- <(.
<br />.'- 0-
<br />3'- g"
<br />3'- o.
<br />3'- <(.
<br />3' - 2'
<br />
<br />4'-1~
<br />,'- 5.
<br />,'- ,.
<br />y..;.lo'
<br />y- I
<br />S- 5"
<br />3'- 3"
<br />
<br />.'- s"
<br />,'- 0"
<br />J'- S"
<br />s- 6"
<br />3'- 3"
<br />:r - 1"
<br />2' - 11-
<br />
<br />.'- ,.
<br />3'- g-
<br />3'- 5"
<br />5- 2"
<br />3'- 0"
<br />2'-'0"
<br />2'- g.
<br />
<br />S'
<br />9'
<br />'0'
<br />1\'
<br />
<br />0'- ,"
<br />5'- s.
<br />5'- ,.
<br />.'- 9"
<br />.' - S-
<br />.'- 3-
<br />..'- ,.
<br />
<br />6'- 2'
<br />5'- 7"
<br />5'- 2-
<br /><('-10"
<br />,'- r
<br />.'- ,"
<br />.'- 2-
<br />
<br />S' - 2"
<br />.' - g"
<br />,'- 4"
<br />4'- ,"
<br />3'-10-
<br />3'- 8'
<br />.Y- 5'
<br />
<br />5'- 7"
<br />5'- ,"
<br />4'- g"
<br />.'- S"
<br />,'- 2"
<br />3'-'"
<br />y- S'
<br />
<br />, . 2" x\) 070" EXTRUSION
<br />~ ,
<br /> 5 8'- ,- 5'-'0" 6'-1'" 6'- . 5'-10"
<br /> 6' i- S" 5'- 3" 6'- .' 5'- g" 5'- ,,"
<br /> 7' i- ' " 5'- g" 5'-'0' S' - I." " -,,"
<br /> ,
<br /> 8' 6'- 7" 5'- 5' 5'- 6' 5'- 0" 4'- r
<br /> .' 6'- .) 5;- ," 5'- 2" .'- 8' ,'- ."
<br /> ~
<br /> 10' 5' - ,,- .' -10" .' ,,' 4'- 5- 4' - ,.
<br /> - ,I
<br /> 'I' 5'- 8' .'- r <('- 8" .'- :: y-,,"
<br />2'x ."x 0.050. x TILT BEAM
<br /> 5' g'- g' 8'- O' 8'- " I- ." 0'-10'
<br /> 6' 8'-'" i- 3" I- s- 0'- g' 5'- Y
<br /> 7' S'- 3' 6'- g- S'-10" S'- 3' 5'- g"
<br /> 8 7- 9" 6'- 3- 6'- s" 5'-10' 5'- s"
<br /> s' 7- 3" S'-". 6'- o. 5'- o' S'- 1-
<br /> 10' 0' - 11- 5'- r 5'- 9" 5'- 2' .'-'0'
<br /> ,,' 6'- 7- s'- ." 5'- 5" .'-1'- .'- r
<br />2"x ."x OO,H", 0.120- Sl.I.B
<br /> 5' 12'-10" 10'- s' 10'- e- g'- e- 8'-1 \-
<br /> 6' 11'- 8" g'- 6" 9'- S' S'-'O' 8'- 2-
<br /> 7' '0'-10" S'-,O. g'- o. 8'- o' i- 7"
<br /> ~
<br /> 8' '0'- " 8'- 3' 8'- 5' 7- 8" I- I'
<br /> g' g'- 6" 7- g. i-,," 1- 2" 5'- e'
<br /> '0' g'- ," i- S" 7- 6' s'-,o' 6'- .'
<br /> ,,' S'- S" 7- 0' 1- 2" S'- S' 5'- o.
<br />I THf: S.IJ ALlE R SPAN moo THE L.L. ~ THE WiNO LOAD T ABt.E CO\l(RNS.
<br />
<br />TABU: 3; UAXlI.IIJ1,f HOCHT OF UPf<lCHTS fOR SCREEN ANO ~ RQCiLlS
<br />'EXTRUSTICNS ANO SD.J' IoIAnNC ~AMS (f 6063 T-5 All.llo4lNtl'" ALLOY
<br />
<br />IJSlNC SCRrEN PANEL WO'l1-l "W" (sa TYPICAL ClASS ROQl"j DRA'IIINC), $(LECT
<br />l..'f>RICHT RtOUIR(O rRW 1rIE "'AX HEIGHT AUO~ ,OR EACH EXTRUSlOO
<br />
<br />WIDTH "w"
<br />+a" 5-4. 6<)"
<br />
<br />~"
<br />
<br />.2"
<br />
<br />~.
<br />
<br />72"
<br />
<br />EXTRVSlQN
<br />2"x 2"x 0,0<<-
<br />g'- Z" 8'- 0" 7'-,," 1- 6" i-'" 6'- g"
<br />2.x rx O.O~"
<br />10'- 2" 9'- s. 8'-10. 8'- 2" 1'-1'" 7- 6" 7- 2~ 5'-11"
<br />2'x rx 0.09Y'
<br />'2'-10" 11'-11- 1"- ,. 10'- 0" g'-,," g'- 0" g'-," B'- B"
<br />Yx 2-, 0.050-
<br />10'- S' g'-,," g'- 3" 8'- g" 8'- 3' 1-1'- i- 6- 7- 3-
<br />rx Yx 0.050"
<br />12'-10" 11'-11- 1"- ,- 10'- 0- S'-1" 9'- 6- S'-," 8'- 8"
<br />3.x 2"x 0.070-
<br />13'- e- 12'- S" '1'-10" ,,'- 2" 10'- 6" 10'- l' 9'- 8" 9'- 3-
<br />
<br />NOT!S: ClASS F:OOwS \1-<E ADDITION CF A,~ AlUUiNUIo.j fRAME WlNOOWS wi ClASS
<br />PANf:S THAT ARE O€SlCNED TO "0 l.IPH 'MND LOAD RtQfJlR(l,/[NTS TO THE
<br />ABOV[ UPRIGHT SHES INCREA$(S THE STR(NC71; $() T}(AT ADomOOAl
<br />F'RAMING IS NOT REQUIRED
<br />
<br />A.~~ AlLowABLE LOADS AND l.IAX.. LOAD AREA ,OR ANCHORS
<br />,l.J-/~ INTO WOOO ,00 OPEN BUIL[)lNGS
<br />AlLOWA<llE LOAD / lo<AX.. LO....o AREA (5,.) 0 120 l.lP.H WINO LO....D
<br />I Of AN010RS , 2 3 .
<br />CXAl.lETtR ANCi10Rx EMBEDMENT
<br />1/." x , " 26.,/13 5". 5281/2S 5.'. 79211:,a 55. ',05<51/50 $.1".
<br />'/4" x , 1/2" 3961/19 5.'. 79211:,a SF 1.18a1/57 $.F'. ',~1f75 5.1".
<br />1/4" x 2 '/2' fhOl/3' S.,. 1.3201/63 S.F. 1,9-801/94 $.,. 2.&4{)1!120 $.F.
<br />5/16- x 1. 3121/1S 5 F' S2.,/:;,o 5.'. gY!oI/45 s.,. 1,2<(81/59 S,
<br />5/16" x , '/2. 46f31/22 S, 9Y!ol/.5 S, 1,4iJ<4I/S7 S.'. ',87'21/89 5,.
<br />5/16" x 2 1/2" ?8C1/37 SF, '.5-501/74 S.F 2,340//111 SF 3,12011'4-8 S.I"
<br />3/8. x I' >5SI/17 S.F. 712#/3-4 S.'. 1.06el/3-4 $.1". U24I/~ $.1".
<br />3/8" x I 1/2" ~I/2S S.r l,oe.el/S1 5" 1.6N//76 $., 2.'JeI/102 SF
<br />3/8" x 2 '/2. 89C1/.2 S.,. 1,78C118S SF'. 2,6701/167 5.' 3,5601/'69 S.'.
<br />
<br />AN~ INTO CCt-/CRf:TE '00 (YEN 8VIl.DINC;-S
<br />
<br />AllO'A'A8lE LOAD I lOAX. LeAD AP:i.A (SF) 0 120 \.I.P.H WINO LOAD
<br />1 CF ANCi10RS I 2 3 .
<br />DlAUET(R ANCl10Rx EMBEDMENT
<br />1/." x 1 1/2. 75711Y!> SF 1,51<41139 S, 2,2711/108 S.,. .3,0281/'J,.4, So,.
<br />
<br />.3/8- , 1 ,/r 1.05<)1/50 5, 2,".//53 S.'. 3,171//'51 $., 4,228//201 $.,.
<br />
<br />'/2- x 2 1/.. 1,4..3//09 $.,. 2,~1/137 So,. <(.32'31/206 $.,. 5,7721/27S $.F.
<br />
<br />;.:.- ,.;:--....-e.::.
<br />
<br />78.
<br />
<br />~ g
<br />.5 <0 VI
<br />::a -5 :::i
<br />... <XO a::
<br />b/9: ~cz: 0
<br />w6 Q, Q, t;;
<br />i::~ <0 0
<br />~ O~ z
<br />5~ 0'" ~ ~
<br />_0 wO ~ ~
<br />",-, <
<br />~... ....0 "" ~
<br />~:I: g:-' 8 cr
<br />v,.......-~ u~
<br />lI'ozV')w8~ '-'?;
<br />z ~ z '"
<br /><0<:> UW""l 9- ~<O
<br />B;b/u ,-,ffi~ - ~
<br />o<';@ ~~o 5 Z""
<br />~(Il 0-- ""0
<br /><w~ =o:o:i ~5
<br />1I'a:: -' ffia.;;::; z cr'-'
<br />z-<d <II' Q <""
<br />'-'11',-,-0,-, .... c:..u
<br />tj';@w ~?;8 ~ ~~
<br />O:i;; ~g~ -< ';20
<br />!::'~... ~d, g xVI
<br />':::00 ",?;(5 0 ~::l!
<br />N"";
<br />
<br />0:
<br />W
<br />>
<br />o
<br />(/)u
<br />~O
<br />Oz
<br />0<
<br />0:
<br />(/')(f)
<br />(I):J
<br /><<
<br />...J~
<br />o
<br />o
<br />::J
<br />o
<br />(I)
<br />
<br />~
<br />B
<br />,-
<br />
<br />g~
<br />J~ ~~
<br />
<br />0. N"
<br />o ""l-r
<br />~~ ~~~
<br />W -r-...If")
<br />@o i5~~
<br />~ I ...J -r I
<br />""0"
<br />a:: <0 . '" os:>
<br />lUl.OW'-"r--.
<br />t:1\ W ""l '-'
<br />"=-' z"", Z w-:;-
<br />
<br />~~gg~e
<br />63-' .~wx
<br />n5QOcj<
<br />c:.JV 0.........
<br />
<br />
<br />~
<br />
<br />Of f.%
<br />
|