|
<br />TASLE I: MAXII.4L;1.4 SPANS FOR ROYAL ALUI.4INU~ SUPER PAN PANELS Of' J105 H-28 ALLO'l'
<br />WIND LOADS PATENT # 4,918,898
<br />CARPORTS, SCREEN .!c VlN'l't. ROOI.4S, .!c OTHER OPEN BUILDINGS
<br />O.H, CONDITION NO 0, H, " 0, H, 20 0, H,
<br />2-1/2"~ 0.0'9' 100 MPH Wo L H'- 9" . 1.'- 8" 15'- 2"
<br />110 MPH W. L. 12'- 9" 12'-10' lJ'- I"
<br />120 I.4PH W, L. 1"- 5' ,,'- 7" 12'- 0"
<br />2-1/2"~ 0.022" \00 '-lPH W, L 15'- 7" 15'- 9" 16'- J"
<br />"0 MPH W, L 1.3'-10" 1.3'-11' 14'- 2'
<br />120 I.IPH 'N, L. '2'- 6' 12'- 8" '3'- I'
<br />2-1/2"~ 0.028" 100 l.IPH W. L. 16'-1" 17'- l' 17'- 5"
<br />,,0 I.IPH W, L 15'- 2' 15'- 3' 15'- 7"
<br />'20 I.IPH 'N, L. 13'-10' 1.'- 0" 14'- 5"
<br />2-1/2"~ O,OJO" 100 MPH W, L. '7'- 9' ,7'-10' 18'- 2"
<br />,,0 MPH Wo L '5'-"" 16'- 0" 16'- .'
<br />120 ,-<PH 'No L. 14'- 6' 14'- 7" 15'- 0"
<br />2-1/2'~ 0.OJ6" 100 ,-<PH W, L 19'- I' 19'- 2" 19'- 6'
<br />110 ,"'PH 'No L 17'-" '7'- 2' '7'- 6"
<br />'20 ,-<PH 'No L '5'- r '5'- 8" 16'- ,.
<br />ALL BUILDING TY?ES - uvt LOAD
<br />O,H, CONDlTlON
<br />2- I /2"~ 0.0'9"
<br />
<br />2-'/2"~ 0.022'
<br />2-' /2'~ 0,028"
<br />2-' /2'~ O.OJO'
<br />2-1/2"" 000.36"
<br />
<br />20 #/SF L. L
<br />.30 I/SF L L
<br />20 #/SF L L
<br />JO I/SF L L
<br />20 I/SF L L
<br />.30 I/SF L L
<br />20 I/SF L L
<br />.30 I/SF L L
<br />20 I/SF L L
<br />.30 I/SF L L
<br />
<br />J' 00 Ho
<br />15'- 7"
<br />H'- ,.
<br />'2'- 8'
<br />16'- 8'
<br />15'- 0"
<br />1.3' - 9'
<br />18'- O'
<br />16'- .'
<br />'5'- ,"
<br />18'- 9'
<br />17' - o'
<br />15'- 8'
<br />20' - O'
<br />18'- 0"
<br />'6'- 8"
<br />
<br />NO 0, H. I' 00 Ho 2' 00 H, ,3' 0, Ho
<br />14'- 5" 1.'- 7" 14'-'" 15'- 6'
<br />11'- 4" 11'- 6" ,,'-,," 12'- r
<br />'5'- 6" '5'- 8" 16'- O' 16'- 7"
<br />'2'- 5" 12'- 7" 1.3'- O' 'J'- 8"
<br />16'-10' '7'- O' '7'- 4" ,7'-,,'
<br />,J'- 9' ,J'-,," 14'- ." '5'- o'
<br />,7'- 8" '7'- 9' 18'- ,. 18'- 8-
<br />14'- S" 14'- 6' '4'-'" '6'- 7-
<br />,g'- 0" 19'- ," 19'- 5" 19'-""
<br />'S'- 6" lS'- r 16'- 0" 16'- r
<br />
<br />,. TOTAL ROOf' PANEL WIDTH '" ROOM WIDTH PLUS WALL 'MOTH PLUS OvtRHANG.
<br />2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE UVE LOAD TABLE GOVERNS.
<br />
<br />TASlE 1: '-<AXlI.lUI.l SPANS FOR ROYAL ALU'-<INUM "W" PANELS Of' J'05 H-2a ALLOY
<br />WINO LOADS
<br />CARPORTS. SCREEN .!c VlN'l'l ROOMS. !t OT1-lER OPEN BUILDINGS
<br />O,H. CONOITlON NO O. H. " O. H. 2' O. H.
<br />OoDJO" 'N PANELS '00 MPH 'N. L 15'- 8" 15'-10" 16'- 2"
<br />110 MPH 'N, L '4'-'" '4'- 2' 14'- r
<br />'20 "'PH 'N. L '2'-10" 1J'- O' 13'- 5"
<br />0.OJ4" 'N PANELS '00 ,-<PH W. L '7'- 5' '7'- 6" '7'-'0"
<br />"0 "'PH W. L '5'- r '5'- 8' '7'-'0'
<br />'20 MPH Wo L '4'- 2- 14'- 4" 14'- 9"
<br />ALL BUILDING TY?ES - UVE LOAD
<br />O.H. CONOlTlON NO 00 H. l' 0, H. 2' 00 Ho J' O. H.
<br />000.30' VI PANELS 20 I/SF L L 15'- 7" 15'- 9" '6'- ," 16'- 9"
<br />.30 I/SF L L 12'- 9" 12'-"" 'J'- ." 14'- ,"
<br />000J4' VI PANELS 20 I/SF L L 17'- 4' '7'- 5' '7'- 9' 18'- ."
<br />.30 I/SF L L 14'-'" 14'- J" 14'- 7" 15'- 4'
<br />'0 TOTAL ROOF PANEL WIDTH '" ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG.
<br />2. THE SI.lALLEST VALUE Of' THE: WIND lOAD TASLE OR THE: LL TABLE GOVERNS.
<br />
<br />3' O. H.
<br />16'-10"
<br />'5'- J"
<br />14'- 2-
<br />la'- 5'
<br />'6'- ,"
<br />15'- 5"
<br />
<br />TABLE ,: MAXlMUM SPANS FOR STANDARD ALUMINUM ROOf' PANELS Of' 3105 H-28 ALLOY
<br />WIND LOADS: CARPORTS, SCREEN ROOMS. AND OTHER OPEN BUILDINGS
<br />D,H. CONDITlON NO 00 H. " O. H. 2' O. H,
<br />J"" 0,026' 100 t.4PH 'N. L '5'-"" 16'- ," 16'- 5'
<br />"0 MPH Vlo L 14'- J- 1.'- 5" 14'-10'
<br />'20 t.lPH W, L '3'- 0- lJ'- 2" 13'- r
<br />100 I.lPH 'N. L '8'-10" ,8'-,," 19'- J"
<br />"0 MPH W. L '6'-10" 16'-"" '7'- 4"
<br />'20 I.IPH Wo L 15'- 4" IS'- 6" 15'-'"
<br />UVE LOAD; ALL BUILDING TYPES
<br />O,Ho CONDITlON
<br />J-~ 0.026"
<br />
<br />J"" 0.032"
<br />
<br />J' O. H.
<br />'7'- 0"
<br />'5'- 6"
<br />'4'- 4'
<br />19'- g"
<br />,7'-,,"
<br />'6'- 6"
<br />
<br />NO 00 H. " O. H. 2' O. Ho J' O. H.
<br />20 I/SF L. L 16'-" 16'- 2' 16'- 7- ,7'- 2"
<br />.30 I/SF L L 'J'-'" 13'- J' 'J'- 8' 14'- 5"
<br />20 I/SF L L 'a'- 4" 18'- 5" 18'- g' 19'- J-
<br />JO I/SF L L 14'-1'. 15'- I" '5'- 6" 16'- ,"
<br />1. TOTAL ROOF PANEL WIDTH '" ROCY WIDTH PLUS WALL WIDTH PLUS OVERHANG.
<br />2, THE: SI.lALLEST VAlUE Of' THE: WIND LOAD TABLE OR THE LL TABLE GOVERNS.
<br />
<br />J"~ 0.032"
<br />
<br />TABLE 1: MAXiMUY SPANS FOR INDUSTR'l' STANDARD ALL;M,NIJ'" COMPOSITE ROOF
<br />PANELS W/Jl05-HI4/H-25 ALUMINUM ALLO'l' Sl-iEAT1-lING &: 1.0' EPS CORE
<br />WIND LOADS
<br />CARPORTS. SCREEN &: VlN'l'l ROOMS. AND OTHER OPEN BUILOINGS.
<br />O.H. CONDIT10N NO 0, H. ,. 0, H. 2' 0, H,
<br />3"~ 0.019' 100 MPH W, L. 1.'- 2" 1.'- 4' '4'- a'
<br />',0 MPH 'N, L. '2'- 7" 12'- g" 13'- l'
<br />'20 MPH W. L 11'- 4" ,,,- S' 1"-10'
<br />3"~ 0,024" '00 MPH 'N. l. 15'- 4" 'S'- 6- 15'-10"
<br />"0 MPH W, L 13'- 9' 13'-"" 14'- .'
<br />'20 MPH W. L. '2'- 6" 12'- a' lJ'- 2'
<br />J'~ O,OJO' 100 f.4PH 'N. L. 16'- a' 16'- 9" 17'- 2"
<br />"0 '-<PH W, L 1.'-,," 15'- O' 15'- 5'
<br />120 MPH w. L 13'- 7" lJ'- 9" 14'- 2"
<br />.'~ 0,019" 100 f.4PH 'No L. 'J'- 2" 'J'- .' 13'- 8"
<br />"0 MPH W, L ,,'- 5' ,,'- 7" 11'-""
<br />'20 MPH W. L 10'- 4' 10'- 6" ,,'- 0"
<br />.'~ 0,02.' 100 '-<PH W. L. 15'- a' 1S'-10' 16'- 2"
<br />110 MPH W. L 14'- 0" 14'- 2' 14'- 7"
<br />'20 MPH Wo L '2'-10' 13'- 0" 1J'- 5"
<br />4'" 0,0.30' 100 '-<PH 'N, L. 18'- 8" 18'-10' 19'- I'
<br />"0 MPH 'No L 16'- 9" 16'-10" '7'- 2"
<br />'20 MPH Wo L. 15'- J" '5'- ." 15'- 9'
<br />uvt LOAD (INClUOES 2 #/SF DEAO LOAD)
<br />ALL BUILDING TY?ES
<br />J"" 0.019' 221/SF
<br />J 2#/SF
<br />J"" 0.024" 221/SF
<br />321/SF
<br />J'~ D.OJO" 221/SF
<br />J21/SF
<br />
<br />4'" 0,019" 221/SF
<br />J21/SF
<br />.'~ 0.024" 221/SF
<br />321/SF
<br />."~ 0,0.30" 221/SF
<br />J21/SF
<br />
<br />,,'-,,"
<br />g'- g"
<br />13'- ,"
<br />10'-10'
<br />14'- 2"
<br />,,'- 9-
<br />
<br />12'- ."
<br />10'- 2"
<br />'J'- 5'
<br />,,'- ,"
<br />'5'-""
<br />lJ'- 2"
<br />
<br />12'- ,.
<br />9'-11'
<br />IJ'- 2"
<br />,,'- 0"
<br />14'- ."
<br />11'-11"
<br />
<br />12'- 6"
<br />10'- .'
<br />'3'- 6"
<br />11' - J"
<br />16'- 0"
<br />lJ'- 4"
<br />
<br />12'- 5'
<br />10'- J"
<br />lJ'- a"
<br />,,'- 6"
<br />14'- 9"
<br />12'- 5"
<br />
<br />12'-10'
<br />10'- a"
<br />'4'- o'
<br />,,'- g"
<br />16'- 5"
<br />. lJ'- g'
<br />
<br />J' 0, H,
<br />15'- .'
<br />13'- g'
<br />12'- 6'
<br />16'- 6"
<br />15'- o'
<br />13'-1 ,"
<br />17' - 9"
<br />16'- I'
<br />14'-10'
<br />1.'- .'
<br />'2'- 7"
<br />11'- a"
<br />16'-10"
<br />15'- J"
<br />'4'- 2"
<br />,g'- 7"
<br />17'- 9"
<br />16'- 4'
<br />
<br />'J'- I"
<br />10'-""
<br />14'- 5'
<br />, 2' - 5'
<br />'5'- 5"
<br />lJ'- 2"
<br />
<br />lJ'- 6'
<br />'1'- ."
<br />14'- a"
<br />12'- r
<br />'7'- o.
<br />14' - 6"
<br />
<br />T, TOTAL ROOf' PANEL WIDTH '" ROCY WIDTH + WALL 'MOTH + OVERHANG.
<br />2. T1-lE LESSER SPAN OF WIND LOAD OR UVE LOAD SHALL GOVERNo
<br />
<br />TABLE 2: MAX. ROOf' BEAM SPANS FOR SCREEN .!c GlASS ROOMS, UT1liT'( ROOMS.
<br />SHEDS ANO OTHER ENCLOSED STRUCTURES w/ SOlJO ROOFS
<br />ALUMINUM BEAI.lS Of' 606J T-6 ALLOY
<br />EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH '" ".((' /2 + O.Ho
<br />2"~ 4'~ 00050' T1L T BEAM: LOAD WIDTH '" 14'/2 + 2'O.H. '" 9'
<br />LOAD WITH =- g'; LL' 0 221/SF; SPAN =- 4'- 6"
<br />LOAD WITH =- 9'; 100 MPH W. L; SPAN=- J'- 9" USE:,3'- g"
<br />BEAM SIZE BEAY SPAN FOR DESIGNATED LOADS
<br />BEAM UVE lOAD WIND LOAD
<br />LOAD WIDTH 221/SF J21/SF
<br />
<br />2"~ 2"~Oo044' EXTRUSION
<br />5' 5'-10"
<br />S' 5'- 4"
<br />7' 4'-""
<br />8' 4'- 7"
<br />9' 4'- 4-
<br />la' 4'- ,"
<br />11' J' -,,"
<br />2"~ 2." 0.050" EXTRUSION
<br />5' 6'-" 5'- o' 5'-" 4'- 7" 4'- J'
<br />6' 5'- r 4'- 6' .'- 7. 4',. 2" J'-II"
<br />7' 5'- 2' 4'- 2" .'- J" J'-,," 3'- 7"
<br />8' 4'-10" J'-11' 4'- 0" J'- 7' J'- 4"
<br />9' EXAMPLE 4'- 6' J'- a" J'- 9" J'- 5' J'- 2"
<br />10' 4'-." J'- 6' J'- 7" J'- J' J'- O'
<br />1" 4'-" J'-." J'- 5' J'-" 2'-10"
<br />2"~ 2"~ 0,093 EXT OR 2'" J"~0.050' T1LT BEAM OR 2"" J"~0,050" EXTRUSION
<br />5' a'- 0- 6'- 6" 6'- 8' 6'- o' 5'- 7"
<br />6' 7'-." 5'-11" 6'- I" 5'- 6" 5'- I'
<br />7' 6'- g' 5'- S" 5'- 7' 5'-'" 4'- 8"
<br />a' 6'- 4' 5'- 2" 5'- J" 4'- 9" 4'- 5"
<br />g' 5'-'" 4'-10" 4'-'" 4'- 6" 4'-'"
<br />10' s'- a- 4'- 7- 4'- 8' 4'- J" J'-""
<br />,,' 5'- 5" 4'-." 4'- 5' 4'- 0" J'-10"
<br />J'~ 2-" 0.050" EXTRUSION
<br />5' 7'- 5'
<br />6' 6'- g"
<br />7' 6'- J"
<br />8' S'-IO"
<br />9' s'- 6'
<br />10' 5'- J"
<br />,,' 5'- o'
<br />J"~ 2"~0.070" EXTRUSION
<br />5' 8'- 4'
<br />6' 7'- 8"
<br />7' 7'- ,"
<br />a' 6'- 7"
<br />9' 6'- J"
<br />10' 5'-Il"
<br />,,' 5'- 8'
<br />
<br />4'- 9'
<br />4'- 4'
<br />4'- 0"
<br />J'- 9"
<br />J'- 6"
<br />J'- 4"
<br />J'- 2"
<br />
<br />S'- ,"
<br />5'- 6"
<br />5'- ,.
<br />4'- 9"
<br />4'- 6"
<br />4'- J"
<br />4'- l'
<br />
<br />6'-10"
<br />6'- J"
<br />5'- 9"
<br />5'- 5'
<br />5'- ,"
<br />4'-10'
<br />4'- 7"
<br />
<br />4'-10"
<br />.'- 5"
<br />4'- ,"
<br />J'-10'
<br />J'- 7'
<br />J'- 5"
<br />J'- J"
<br />
<br />6'- 2"
<br />5'- 7"
<br />5'- 2'
<br />4'-10"
<br />4'- 7"
<br />4'- 4-
<br />4'- 2'
<br />
<br />6'-'"
<br />6'- ."
<br />5'-10"
<br />. 5'- 6'
<br />5'- 2'
<br />4'-11'
<br />.'- 8'
<br />
<br />100 l.IPH
<br />
<br />4'- 5"
<br />4'- 0"
<br />J'- 9"
<br />J'- 6"
<br />J'- J"
<br />J'- ,"
<br />2'-,,"
<br />
<br />5'- 7"
<br />5'- '"
<br />.'- g"
<br />4'- 5"
<br />4'- 2"
<br />J'-""
<br />J'- 9"
<br />
<br />5'- .'
<br />5'- 9"
<br />5'- .'
<br />
<br />5'- 0"
<br />4'- 8"
<br />4'- 5"
<br />4'- J"
<br />
<br />,,0 MPH
<br />
<br />4'- ,.
<br />J'- 9"
<br />J'- 5"
<br />3'- 2"
<br />J'- O'
<br />2'-10"
<br />2'- 9"
<br />
<br />5'- 2'
<br />4'- 9"
<br />4'- 4'
<br />.'- ,"
<br />J'-IO"
<br />J'- 8"
<br />J'- 6"
<br />
<br />5'-10'
<br />5'- 4"
<br />4'-""
<br />4'- 7"
<br />4'- 4'
<br />4'- I"
<br />J'-I"
<br />
<br />'20 MPH
<br />
<br />TABLE 2: I.4AXo ROOf' BEAM SPANS FOR SCREEN &: GLASS ROOMS, UT1liTY ROOMS,
<br />SHEDS AND OTHER ENClOSED STRUCTURES 'N/ SOliD ROOFS
<br />ALUMINUY BEAMS Of' 606J T - 6 ALLOY
<br />EXAMPLE: F,?R ~PAN 'L" ON DRAWING USE LOAD WIDTH '" 'W" /2 + O.H,
<br />2 ~ . ~ 0.050' T1LT BEAM: LOAD WIDTH '" '.'/2 + 2'Ox ~ 9'
<br />LOAD WITH =- 9'; LL. 0 22#/SF'; SPAN", .'- 6'
<br />LOAD WITH " 9'; 100 MPH 'N, L.; SPAN" J'- 9' USE J'- 9"
<br />BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS
<br />BEAM uVE LOAD WIND LOAD
<br />LOAD WlOTH 221/SF J21/Sf'
<br />2"" .'" 00050'" nLT BEA....
<br />s' 9'- 9"
<br />6' 8'-'"
<br />7' 8'- J"
<br />a' 7' - 9"
<br />9' 7'- J'
<br />10' 6'-""
<br />,,' 6'- 7-
<br />2"" .'~ O,044"~ 0,120" SoM,Bo
<br />5' 12'-10'
<br />6' ,,'- a"
<br />7' 10'-10"
<br />8' 10'- I'
<br />9' 9'- 6"
<br />10' 9'- ,.
<br />,,' a'- a"
<br />1. THE SMALLER S?AN FROM
<br />
<br />Iii ~
<br />d "'0
<br />00 ~~
<br />i!lz ~'"
<br />.J i5~
<br />IDO ..,
<br />"'d 89~ '"
<br />~... ~
<br />..0, '"
<br />I'" ~I~ :3
<br />015 ':"'I? u
<br />~~ <.)
<br />~~~ z
<br />"'I!! is
<br />~z 0~8 ...
<br />3
<br />U S~31 ID
<br />~5 ...
<br />~:;~ .
<br />~
<br />"'il! oog '"
<br />.
<br />~~ ~~i1I z
<br />~:>s .
<br />::59 :;;~f :s
<br />n ID
<br />~ '"
<br />
<br />100 MPH
<br />
<br />110 '-lPH
<br />
<br />'20 f.4PH
<br />
<br />a'- 0-
<br />7'- J"
<br />6'- 9"
<br />6'- J'
<br />5' -ll'
<br />S'- 7"
<br />5'- 4"
<br />
<br />7'- ."
<br />6'- 9"
<br />6'- 3"
<br />5'-10"
<br />5'- 5'
<br />5'- 2"
<br />4'-1 I'
<br />
<br />a'- I'
<br />7' - 5'
<br />6'-10'
<br />6'- 5"
<br />6'- 0"
<br />5'- 9"
<br />5'- 5"
<br />
<br />6'-10"
<br />6'- 3"
<br />5'- 9"
<br />5'- 5'
<br />5'- I"
<br />4'-10'
<br />.'- 7-
<br />
<br />10'- 5" 10'- 8" 9'- 8" 8'-""
<br />9'- 6" 9'- a" a'-10" 8'- 2"
<br />a'-10' 9'- 0" a'- 2" 7'- 7"
<br />8'- J" 8'- 5" 7'- 8' 7'-'-
<br />7'- 9" 7'-,,' 7'- 2" 6'- a'
<br />7'- 5' 7'- 6' 6'-10" 6'- 4'
<br />7'- o' 7'- 2" 6'- 6' 6'- 0"
<br />THE L.L OR T1-lE WINO LOAD TABLE GOVERNS.
<br />
<br />co
<br />o
<br />o
<br />..,
<br />I C
<br />~ g ~
<br />"';; ~ ~;; I"
<br />~ ..., I 0<
<br />.... <0 '
<br />;~~~~I"
<br />:~n--~1
<br />~~G:;_a
<br />.z: -e,;.
<br />.2'~e' 0)
<br />J:a1,au"'-',
<br />o 0" g x'
<br />V1C!v.c<
<br />:Jo..~o..u..
<br />
<br />TABLE J: '-<AXlYUM HElGHT OF UPRIGHTS FOR SCREEN AND GlASS ROOMS
<br />EXTRUSTiONS AND SElf' f.4ATiNG BEAMS Of' 606J T-6 ALUI.lINUI.I AlLOY
<br />
<br />USiNG SCREEN PANEL WIDTH 'W- (SEE TY?ICAL GlASS ROOM DRAWING), SELECT
<br />UPRIGHT REQUIRED FROM THE MAX HEIGHT AlLOWED FOR E:Aa-1 EXTRUSION
<br />
<br /> WIDTH "W-
<br /> .30" .2' 48" 54' 60" 6S" n' 78"
<br />EXTRUSlON
<br />2'~ 2"ll 0.044" 9'- 2" a'- 6" 7'-,," 7'- 6' 7'- ,. 6'- 9'
<br />2"" 2'~ 00050" 10'- 2" 9'- 5" 8'-10" 8'- 2. r-ll" r- 6" 7'- 2" 6'-1'"
<br />2"" 2'" 0,093" '2'-10" ,,'-,," ,,'- ,. 10'- 6" 9'-'" 9'- 6" 9'- l' 8'- 8"
<br />Y" 2"" 0.050" 10'- 8" g'-,," 9'- J" 8'- 9~ a'- J" 7'-'" 7'- 6- 7'- J'
<br />2"~ J"~ 0.050" '2'-10" ,,'-,," ,,'- ," 10'- 6" 9'-"" 9'- 6" 9'- '" 8'- 8-
<br />3"~ 2"" 0.070" IJ'- 8' 12'- a" "'-10" ,,'- 2" 10'- 6" 10'- ," 9'- 8" g'- J"
<br />
<br />~
<br />AI.UM, :
<br />
<br />Q)(1)fI.I
<br />~..Ja:
<br />O..Jw
<br />0<:>
<br />a:~O
<br />zz<.l
<br />wlJJc
<br />ww-
<br />a:a:-
<br />ooC
<br />Q) (1) a
<br />
<br />NOTES: GLASS ROOl.lS THE ADOIT1QN OF Al'ol ALUMINUI.I FRAME WINDOWS WI GLASS PANES THAT
<br />ARE DESIGNED TO 110 MPH WINO LOAD REQUIREMENTS TO THE ABovt UPRIGHT SIZES
<br />INCREASES THE: STRENGTH so THAT ADOtT10NAL FRAMING IS NOT REQlIIRED,
<br />
<br />Sl-iEDULE OF ALLOWABLE LOADSj).Io" ROOf' AREA FOR ANCHORS
<br />A.'<CHORS INTO WOOO FOR OPEN BUILDINGS
<br />ALLOWABLE LOADj).Io" LOAD AREA(SF) 0 '20 MPH WIND LOAD
<br />, ANCHORS' 2 J 4
<br />Dioo ANCHOR" EMBEDMENT
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<br />'/."~ ,. 2641/' I-Sf" 5281/22-SF 792I!J.3-Sf" ',05$1/ H-SF
<br />'/4"~ 1-1/2- 3961/15-SF 792I/JJ-Sf" l,I88I/49-Sf" 1,58411 66-Sf" ~!
<br />'/4"~ 2-1/2" 660l/27-SF ',J20#/55-SF ',9801!82-Sf" 2,64OI/l09-SF
<br />5/'6'~ ," J'21/13-Sf' 5241/26-Sf' 9361/ 39-Sf' ',2.811 52-SF ...J
<br />5/'6'~ '-1/2" 4681/'9-Sf" 9J61/J8-Sf" ',404// 59-Sf" ',an,/ 7a-Sf' l~
<br />5/16"~ 2-'/2" 780I/J2-SF ',5601/54-Sf' 2,J4011 97-Sf" J.120l/'JO-SF
<br />3/8"" I" J561/'5-Sf' 7121/.30-SF ',06811 H-Sf" ',4241/ 59-SF ~
<br />3/a"~ '-1/2" 5J41/22-Sf" 1,068#/H-Sf" ',6021/ 66-Sf" 2,13611 89-Sf" ~ N
<br />J/8"~ 2-1/2' 8901/J7-SF 1,7801/74-SF 2,670//"I-Sf" J,5601/148-Sf' ..,
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<br />ANCHORS INTO CONCRETE FOR OPEN BUILDINGS
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<br />ALLOWABLE LOAOj).Io" LOAD AREA(SF) 0 '20 I.IPH WINO LOAD
<br />'ANCHORS' 2 J 4
<br />Dioo ANCHOR~ Et.lBEOI.lENT
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<br />'/."~ '-'/2'
<br />J/a"" 1-1/2"
<br />'/2"~ 2-1/4"
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<br />7571/J,-Sf" ',514#/63-SF 2,27'1! 95-SF J,02a,/'26-Sf'
<br />',0571/44-SF 2,1l41/88-Sf" J,171 IjI32-Sf" 4,2281/' 75-Sf"
<br />',44JI/60-SF 2,8861/'20-Sf' 4,J291/'80-Sf" 5,7721/2.0-Sf'
<br />
<br />THROUGH BOLTS POST TO BEAM FOR OPEN BUILDINGS
<br />
<br />ALLOWABLE LOAOj).lo" LOAD AREA(SF') 0 , 20 MPH WINO LOAD
<br />, THROUGH BOl TS , 2 J
<br />Dio. ANCl-iORx{LENGTH '" POST 'THICKNESS + 1/2")
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<br />'/4'~ 1+'/2' 2,J5$I/ 98-SF 4,7' 2//' 96-Sf' 7,0681/294-SF
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<br />3/8'" 1+'/2" 5,JOOI/221-Sf' IO,600#/442-Sf"
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<br />1/2"~ 1+1/2' 9,42SI/39J-SF
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<br />Joe NAME:
<br />
<br />ADDRESS:
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<br />DRA'MNG FOR ONE PERMI T ONL'l'
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<br />OF
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