|
<br />TABLE 1: MAXIMUM SPANS FOR ROYAL ALUMINUM SuPER PAN PANELS OF J105 H-28 ALLOY
<br />'MNO LOADS PATENT I 4,918,898
<br />CARPORTS SCREEN &: VINYL ROOMS, &: OTHER OPEN BUILDINGS
<br />O,H. COND;TlON NO 0, H, l' O. H. 2' O. H. J' O. H.
<br />2-1/2'x 0.01g. 100 MPH W. L. 14'- g' 14'- 8" 15'- 2" 15'- 7"
<br />"0 MPH W, L. 12'- g" 12'-10" 13'- ," 14'- 1"
<br />120 MPH 'N. L, 11'- 5" 11'- 7' 12'- O' 12'- 8"
<br />2-1/2.x 0.022' 100 MPH W, L. 15'- 7" 15'- g' 16'- 3" 16'- 8'
<br />110 MPH 'N, L. lJ'-10' 13'-1'" 14'- 2. 15'- O'
<br />120 MPH 'N. L. 12'- 6" 12'- 8" 13'- ," 13'- g"
<br />2-1/2'. O,02a' 100 MPH W, L. 15'-'1' 17'- ,. '7'- 5' 18'- O'
<br />110 MPH W. L. 15'- 2" 15'- J. 15'- 7" 15'- 4.
<br />120 MPH 'N, L. 13'-10" 14'- 0" 14'- 5" 15'- 1"
<br />2-1/2..0,OJO' 100 MPH 'N, L. 17'- g' 17'-10' la'- 2' 18'- 9.
<br />,,0 MPH W. L. 15'-11' 16'- 0" 16'- 4' 17'- O'
<br />120 MPH 'N. L. 14'- 5" 14'- 7" 15'- O. 15'- a'
<br />2-1/2"x O,OJ5. 100 MPH W. L. 19'-'" 19'- 2" 19'- 6' 20'- o.
<br />110 MPH W, L. 17'- l' 17' - 2' 17' - 5" 18' - o'
<br />120 .MPH W. L. 15'- 7" 15'- 8' 15'- ," 15'- a"
<br />ALL BUILDING T'fPES - Llvt LOAD
<br />O,H. CONDITlON
<br />2-1/2.x 0.019" 20 I/SF L. L.
<br />30 I/SF L. L.
<br />2-1/2"x 0,022" 20 IISF L. L.
<br />JO I/SF L. L.
<br />2-1/2'x O,02a" 20 I/SF L. L.
<br />30 I/SF L. L.
<br />2-1/2.. O.OJO" 20 I/SF L. L.
<br />JO I/SF L. L.
<br />2-1/2". O,OJ5' 20 I/Sf" L. L.
<br />30 I/SF L. L.
<br />
<br />1. ~OTAL ROOF PANEL WIDTH = ROOM 'NlDTH PLUS WALL 'NlDTH PLUS OvtRHANG.
<br />2. THE SMALLEST VALUE OF n-lE 'MND LOAD TABLE OR THE Livt LOAD TA8LE GOvtRNS.
<br />
<br />NO 0, H, ,. O. H. 2' O. H. J' O. H.
<br />14'- 5" 14'- 7" '4' -11" 15'- 5'
<br />1"- 4" 11'- 5' 1 l' -11' 12'- 7"
<br />15'- s. 15'- a' 15'- 0" 15'- 7"
<br />12'- 5. 12'- 7" ,1J'- o' 13'- 8"
<br />15'-10" 17'- 0" 17'- 4" 17'-11'
<br />13'- 9" 13'-1'. 14'- 4" 15'- o'
<br />17'- 8" 17'- 9' 18'- , " 18'- 8"
<br />14'- 5" 14'- 5' 14'-11" 15'- 7"
<br />19'- 0" 19'- 1" 19'- 5" 19'-11'
<br />15'- 5' 15'- 7- 15'- 0" 113'- 7"
<br />
<br />TA8LE 1: MAXIMUM SPANS FOR ROYAL ALUMINUM "Yf PANELS OF Jl05 fi,-Z8 ALLOY
<br />'NlND LOADS
<br />CARPORTS. SCREEN &: VINYL ROOMS. &: OTHER OPEN BUILDINGS
<br />O.H. CONDITlON NO O. H. l' O. H, 2' O. H.
<br />O.OJO. W PANELS 100 MPH W. L. 15'- a" 15'-10' 16'- 2'
<br />110 MPH 'N. L. 14'- 1" 14'- 2. '4'- 7"
<br />120 MPH W. L. 12'-10" 13'- 0" 13'- 5'
<br />O,OJ4. W PANELS 100 MPH 'N. L. '7'- 5" '7'- 5. 17'-10"
<br />110 MPH W. L. 15'- 7" 15'- a" '7'-10"
<br />120 MPH W. L. 14'- 2" 14'- 4' 14'- 9'
<br />ALL BUILDING TYPES - Llvt LOAD
<br />O.H. CONDiTiON NO O. H. l' O. H. 2' O. H. J' O. H.
<br />O,OJO' W PANELS 20 I/SF L. L. 15'- 7" 15'- g' 15'- 1" 15'- 9.
<br />30 I/SF L. L. 12'- 9' 12'-'" 13'- 4' 14'- ,"
<br />0.OJ4" W PANELS 20 I/SF L L. 17'- 4' 17'- 5. 17'- 9" 18'- 4"
<br />30 IISF L. L. '4'- 1" 14'- 3' 14'- 7' 15'- 4'
<br />1. TOTAL ROOF PANEL 'MOTH = ROOM 'NlDTH PLUS WALL 'MDTH PLUS OvtRHANG.
<br />2. THE SMALLEST VALUE OF THE 'MND LOAD TABLE OR THE L.L. TABLE GOVERNS.
<br />
<br />3' O. H.
<br />15'-10"
<br />15'- J"
<br />, 4'- 2'
<br />18'- 5"
<br />15' - ,"
<br />15'- 5.
<br />
<br />TA8LE 1: MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF J105 H-28 ALLOY
<br />'MND LOADS: CARPORTS. SCREE,N ROOMS, AND OTHER OPEN BUILDINGS
<br />O,H, CONDITlON NO 0, H. l' 0, H. 2' O. H.
<br />J". 0.026" 100 MPH W. L 15'-11. 15'- l' 16'- 5'
<br />110 MPH 'N. L. 14'- 3" 14'- 5' 14'-10"
<br />120 MPH W. L. 13'- 0" 13'- 2. 13'- 7"
<br />100 MPH 'N. L. 18'-10" 18'-'" 19'- 3"
<br />110 MPH 'N, L. 15'-10" 15'-11" 17'- 4"
<br />120 MPH 'N. L. 15'- 4' 1S'- 5" 1S'-11"
<br />Llvt LOAD: ALL BUILDING T'fPES
<br />O,H. CONDITlON
<br />3". 0.025.
<br />
<br />J'x 0.032'
<br />
<br />3' O. H.
<br />17'- O'
<br />15'- 6'
<br />14'- 4"
<br />19'- 9"
<br />'7'-""
<br />15'- 5"
<br />
<br />NO O. H. l' O. H. 2' O. H, 3' O. H.
<br />20 I/SF L. L. 15'- l' 15'- 2" 15'- 7" 17'- 2'
<br />JO IISF L. L. 13'- 1" 13'- J" 13'- a" 14'- 5'
<br />20 IISF L. L. 18'- 4" 18'- 5" 16'- g' 19'- 3"
<br />30 IISF L. L 14'-11' 15'- 1" 15'- 6" 16'- ,.
<br />1. TOTAL ROOF PANEL 'NlDTH = ROOM 'NlDTH PLUS WALL 'NlOTH PLUS OVERHANG.
<br />2. THE SMALLEST VALUE OF THE 'NINO LOAD TA8LE OR THE L.L, TABLE GOVERNS.
<br />
<br />3'. 0.032"
<br />
<br />TA8LE 1: MAXIMUM SPANS FOR INDUSTRY STANDARQ ALUMIN\,,;M COMPOSITE ROOF
<br />PANELS W/Jl05-H'4/H-25 ALUMIN\,,;M ALLOY SHEATHING &: 1.01 EPS CORE
<br />'MND LOADS
<br />CARPORTS. SCREEN &: VINYL ROOMS. ANO OTHER OPEN BUILDINGS.
<br />O,H, CONDITION NO O. H. l' 0, H. 2' O. H.
<br />J.. 0.019" 100 MPH W, L. 14'- 2" 14'- 4' '4'- a'
<br />110 MPH W, L. 12'- 7" 12'- 9' 13'- ,.
<br />120 MPH 'N. L. 11'- 4" 11'- 6" 1"-10"
<br />3'x 0,024' 100 MPH 'N, l. 15'- 4' 15'- 6' 15'-10'
<br />"0 MPH W. L 13'- 9' 13'-1'" 14'- 4'
<br />120 MPH 'N. l. 12' - 5' 12' - 8' 13' - 2'
<br />3"x 0.030" 100 MPH W, L. 15'- a" 15'- 9" 17'- 2.
<br />110 MPH 'N. l. 14'-11' 15'- 0" 15'- 5"
<br />120 MPH W. L. 13'- 7" 13'- g" '4'- 2'
<br />4'x 0.019' 100 MPH W. L '3'- 2" 13'- 4" 13'- 6"
<br />110 MPH W. L 11'- 5' 11'- 7" 11'-1'"
<br />120 MPH W. l. 10'- 4" 10'- 5' ,,'- 0"
<br />4'x 0.024' 100 MPH W. L. lS'- a' 15'-10" 16'- 2"
<br />110 MPH 'N. L 14'- O' '4'- 2' 14'- 7"
<br />120 MPH W. L. 12'-10" 13'- o' 13'- 5"
<br />4'x 0.030' 100 MPH W. L. 18'- 8. 18'-10" 19'- ,"
<br />"0 MPH W. L. 16'- 9' 16'-10' 17'- 2"
<br />120 MPH W. L. 15'- J" '5'- 4" 15'- g.
<br />uvt LOAD (INClUDES 2 I/SF DEAD LOAD)
<br />ALL BUILDING TYPES
<br />3"x 0,019" 221/SF
<br />321/SF
<br />J". 0,024" 221/SF
<br />321/Sf"
<br />J". 0.030" 221/Sf"
<br />J211SF
<br />
<br />11'-11"
<br />g'- g'
<br />13'- 1"
<br />10'-10"
<br />14'- 2"
<br />1 l' - g'
<br />
<br />12'- l'
<br />9' -,,"
<br />13'- ;2"
<br />1"- 0"
<br />14'- 4"
<br />11'-11"
<br />
<br />'2'- S"
<br />10'- J"
<br />1.J'- 8"
<br />,1'- S"
<br />, 4'- 9"
<br />12' - s"
<br />
<br />3' O. H.
<br />15' - 4"
<br />13' - 9.
<br />12' - 6'
<br />15'- 5'
<br />15'- o'
<br />13'-' l'
<br />17'- 9"
<br />16'- 1"
<br />14'-10"
<br />14'- 4'
<br />12'- 7"
<br />11'- 8"
<br />15'-10"
<br />15'- 3"
<br />14'- 2"
<br />19'- 7"
<br />17'- 9'
<br />16'- 4"
<br />
<br />13'- 1"
<br />10'-11'
<br />14'- S"
<br />12'- 5"
<br />15'- S"
<br />13' - 2"
<br />
<br />4.x 0,019" 221/Sf" 12'- 4' 12'- 16" 12'-10" '3'- S"
<br /> J21/SF 10'- 2" 10'- 4. 10'- a" 11'- 4'
<br />4'x 0,024' 221/SF 13'- 5' 13'- 6' 14' - 0" 14'- a"
<br /> 321/SF 11'- , . 11'- J' ,,'- 9" 12'- 7"
<br />4'x O.OJO' 221/SF 15'-"" 1S'- 0" 16'- 5" '7'- O'
<br /> J21/SF 13'- 2" 13'- 4. 13'- 9" 14'- S"
<br />
<br />I, TOTAL ROOF PANEL 'MDTH ROOM 'NlDTH + WALL 'INlD1H + OVERHANG.
<br />2, THE LESSER SPAN OF 'MND LOAD OR Livt LOAD SHALL GOVERN,
<br />
<br />TA8LE 2: MAX. ROOf' BEAM SPANS FOR SC.REE,N &: GLASS ROOMS, UTILITY ROOMS,
<br />SHEDS AND OTHER ENCLOSED STRuCruRES w/ SOUD ROOFS
<br />ALUMINI,,;M BEAMS OF 50S3 T - 6 ALLOY
<br />EXAMPLE: FOR SPAN 'L" ON DRA'MNG USE LOAD 'NlDTH = ",((' /2 + O.H.
<br />2'x 4'x 0.050' TiLT BEAM: LOAD 'MOTH = 14'/2 + 2'O,H. = 9'
<br />LOAD WITH = 9'; L,L. 0 221/SF; SPAN = 4.- 5.
<br />LOAD 'NlTH = 9'; 100 MPH W. L.; SPAN = 3'- g. USE J'- g"
<br />BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS
<br />BEAM Llvt LOAD'MND LOAD
<br />LOAD WIDTH 2211SF J21/SF
<br />
<br />2.. 2"xO,044' EXTRUSION
<br />5' 5'-10'
<br />s' 5'- 4'
<br />7' 4'-11'
<br />8' 4'- 7"
<br />g' 4'- 4'
<br />10' 4'- I"
<br />1" J'-1"
<br />2'. 2"x 0,050" EXTRUSION
<br />5' 5'- 1" 5'- 0" 5'-'"
<br />s' 5'- 7" 4'- 5' 4'- 7"
<br />7' 5'- 2' 4'- 2' 4'- 3"
<br />8' 4'-10' 3'-1" 4'- 0"
<br />9' EXAMPLE 4'- 6" 3'- 8" J'- 9"
<br />10' 4'- 4' 3'- 6" J'- 7"
<br />,,' 4'-" 3'- 4. 3'- 5"
<br />2"x 2'x 0.093 EXT OR 2"x 3'xO.OSO' TiLT BEAM OR
<br />5' a'- o' S'- 6" 0'- a.
<br />6' 7'- 4' 5'-11" 6'- l'
<br />7' 5'- g" 5'- 6" 5'- 7"
<br />a' 5'- 4" 5'- 2' 5'- 3"
<br />9' 5'-1" 4'-10. 4'-11"
<br />10' 5'- 8" 4'- 7" 4'- a'
<br />,,' 5'- 5" 4'- 4' 4'- s"
<br />J". 2"x 0.050' EXTRUSION
<br />5' 7'- 5'
<br />6' s' - g'
<br />7' 6'- 3"
<br />8' 5'-:0"
<br />9' 5'- 5.
<br />10' 5'- J"
<br />II' 5'- 0"
<br />J". 2..0.070' EXTRUSION
<br />5' 8'- 4'
<br />6' 7'- 8'
<br />7' 7' - ,.
<br />a' 5'- 7'
<br />9' 5'- J"
<br />10' 5'-1'"
<br />11' 5'- 8.
<br />
<br />4'- 9'
<br />4'- 4"
<br />4'- 0"
<br />3'- 9"
<br />J' - 5'
<br />3'- 4'
<br />3'- 2"
<br />
<br />5'- 1"
<br />
<br />5'- 5'
<br />5'- 1"
<br />4'- 9.
<br />4'- 5"
<br />4'- 3"
<br />4'- ,.
<br />
<br />5'-10"
<br />6'- 3"
<br />5'- 9"
<br />5'- 5.
<br />5'- ,.
<br />4'-10.
<br />4'- 7"
<br />
<br />4'-10"
<br />4'- 5"
<br />4'- l'
<br />J'-10'
<br />3'- 7"
<br />3'- 5"
<br />3'- 3'
<br />
<br />5'- 2"
<br />
<br />5'- 7"
<br />5'- 2"
<br />4'-10"
<br />4'- 7"
<br />4'- 4"
<br />4'- 2.
<br />
<br />6'-1'.
<br />6'- 4.
<br />5'-10"
<br />5'- 5"
<br />5'- 2"
<br />4'-1 ,.
<br />4'- a"
<br />
<br />100 MPH
<br />
<br />4'- s'
<br />4'- 0"
<br />.3' - 9"
<br />3'- 5"
<br />3'- J"
<br />J'- ,"
<br />2'-1'"
<br />
<br />110 MPH
<br />
<br />4'- 1"
<br />3'- g"
<br />3'- 5"
<br />3'- 2'
<br />3'- 0"
<br />2'-10'
<br />2'- 9"
<br />
<br />120 MPH
<br />
<br />4'- 7" 4'- 3"
<br />4'- 2' 3'-11'
<br />3' -11" 3' - 7"
<br />3'- 7" 3'- 4'
<br />3'- 5' )'- 2"
<br />3' - 3" 3' - o'
<br />J'- l' 2'-10"
<br />2". 3'.0,050" EXTRUSION
<br />5'- 0" 5'- 7"
<br />5'- s. 5'-'"
<br />5'- ," 4'- a"
<br />4'- g" 4'- 5.
<br />4'- 6. 4'- l'
<br />4'- J" 3'-11'
<br />4'- 0" 3'-10'
<br />
<br />5'- 7"
<br />5'- l'
<br />4'- g.
<br />4'- 5'
<br />4'- 2.
<br />J'-I'.
<br />3'- 9.
<br />
<br />5'- 4"
<br />S'- g.
<br />5'- 4.
<br />5'- o'
<br />4'- a'
<br />4'- 5'
<br />4'- J"
<br />
<br />5'- 2"
<br />4'- g"
<br />4'- 4"
<br />4'- ,"
<br />J'-10"
<br />3'- 8'
<br />J' - 5"
<br />
<br />5'-10"
<br />5'- 4"
<br />4'-11"
<br />4'- 7'
<br />4'- 4"
<br />4'- ,.
<br />
<br />3'-11"
<br />
<br />TABLE 2: MAX. ROOF BEA,.... SPANS FOR SCREEN &: GLASS ROOMS, UTILITY ROOMS,
<br />SHEDS AND OTHER ENCLOSED STRUCTURES W/ SOUO ROOFS
<br />ALUMIN\,,;I-.l BEAMS Of" 60S3 T-5 ALLOY
<br />EXAMPLE: F,?R ~PAN "L." ON DRA'MNG USE LOAD 'MDTH = "'(('/2 + O,H.
<br />2 x 4 x 0.050 TILT BEAM: LOAD 'MOTH = 14'/2 + 2'0 H = g'
<br />LOAD 'MTH = 9'; L,L. 0 22 liS'; SPAN = 4'- S" ' .
<br />LOAD 'NlTH = 9'; 100 MPH 'N. L.; SPAN = 3'- g' USE),- g"
<br />BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS
<br />BEAI-.l LIVE LOAD'MND LOAD
<br />LOAD WiDTH 22#/SF 321/5F
<br />
<br />2.x 4.. 0.050.x TILT BEAM
<br />S' g'- 9"
<br />6' a'-,,'
<br />7' 6'- 3"
<br />a' 7'- 9"
<br />9' 7'- 3'
<br />10' 0'-1 I'
<br />11' 5'- 7"
<br />2.x 4"x 0,044". 0,120' S.M,8.
<br />S' 12'-10'
<br />5' 11'- 8"
<br />7' 10'-10"
<br />8' 10'- ,"
<br />9' 9'- 5"
<br />10' g'- ,"
<br />,,' 6'- 8'
<br />1. THE SMALLER SPAN FROI-.l
<br />
<br />TA8LE 3: MAX:MUf.I HEIGHT OF UPRIGHTS FOR SCREEN AND GLASS ROOMS
<br />EXTRUSTlQNS AND SELF MATING 8EAMS OF 5063 T-5 ALUf.lINUM ALLOY
<br />
<br />USiNG SCREEN PANEL 'NlDTH "'((' (SEE T'fPICAL GLASS ROCM DRA'NlNG) SELECT
<br />UPRIGHT REQUIRED FROM THE MAX HEIGHT ALLOWED FOR EACH EXTRUSION
<br />
<br />'MDTH "W"
<br />48"
<br />
<br />EXTRUSION
<br />2". 2"x 0,044" g'- 2" 8'- 5" 7'-". 7'- 6" 7'- 1" 6'- g"
<br />2". 2". 0.050. 10'- 2" 9'- 5" 8'-10" 8'- 2' 7'-11" 7"- S" 7'- 2" 5'-11"
<br />2". 2". 0,093. 12'-10" ,1'-". 11'- l' 10'- S" 9'-"" 9'- 6" g'- 1. a'- 8"
<br />J". 2". 0,050. 10'- 8" 9'-11" 9'- J" 8'- 9" 6'- J" 7'-1'. 7'- 5. 7'- 3"
<br />2"x 3". 0,050. 12'-10" 11'-"" ,,'-," 10'- 5" 9'-1'" 9'- S" g'- 1. a'- 8"
<br />3'. 2"x 0.070" 13'- a" 12'- 8" 11'-10" ,,'- 2. 10'- 5" 10'- 1" g'- a' 9'- 3'
<br />
<br />NOTES: GLASS ROOMS THE ADOITlON OF AN ALUMINUM FRAME 'NlNDOWS W/ GLASS PANES THAT
<br />ARE DESIGNED TO 110 lAPH 'NINO LOAD REQUIREMENTS TO THE ABOvt UPRIGHT SIZES
<br />iNCREASES THE STRENGTH SO THAT ADOITlONAL FRAMING IS NOT REQUIRED,
<br />
<br />8'- 0"
<br />7'- J"
<br />6'- g"
<br />5'- J"
<br />5'-11"
<br />5'- 7"
<br />5'- 4"
<br />
<br />10'- 5'
<br />9'- S"
<br />a'-10'
<br />a'- 3"
<br />7'- 9"
<br />7'- 5"
<br />7'- 0"
<br />ll-IE L.L. OR
<br />
<br />36'
<br />
<br />42.
<br />
<br />100 MPH
<br />
<br />.;; ~
<br />~~ Ji
<br />"'0 ~
<br />o~ ~~ '"
<br />:,<z 0
<br /><1 o~ z
<br />",0 '" Ii
<br />"'d 89.., '" 'oJ
<br />~"- :!! U
<br /> ....o~ "' ~
<br />I'" ;i~ 8 '"
<br />0" U 5l
<br />~a ",~E! .., ~'"
<br />8 ~ z i5~
<br />"'''' Uu '3
<br />~z ~:lO '4
<br />5 z'..w
<br />ilI~ z<l.U '"
<br />'" g?<:Jl ~ ~g
<br />o'!; ~~i5 ~a
<br />~a ~ ~i:J
<br />",'" o<.)~ '"
<br />~'" < ~~
<br />~~olI z
<br />olI~ < "':;;
<br />"'0 ~~S <;I
<br />0... ~~f is ;~
<br />"'"' '"
<br />H -" '" ..;
<br />
<br />110 MPH
<br />
<br />120 MPH
<br />
<br />8'- 1"
<br />7' - 5.
<br />5'-10"
<br />5'- 5'
<br />S'- 0"
<br />5'- 9'
<br />5'- 5'
<br />
<br />7'- 4"
<br />6'- 9.
<br />5'- J"
<br />5'-10"
<br />5'- 6'
<br />5' - 2'
<br />4'-1'.
<br />
<br />5'-10"
<br />5'- 3"
<br />5'- 9'
<br />5'- 5'
<br />5'- 1"
<br />4'-10"
<br />4'- 7"
<br />
<br />10'- a" 9'- a" 8'-11'
<br />9'- 8" 8'-10' a'- 2"
<br />9'- 0" a'- 2' 7'- 7"
<br />a' - 5" 7' - a" 7' - 1"
<br />7'-1'" 7'- 2' 5'- a"
<br />7'- 5" 6'-10" 5'- 4'
<br />7'- 2" 6'- 6' S'- 0"
<br />THE 'NINO LOAD TA8LE GOvtRNS.
<br />
<br />to
<br />o
<br />o
<br />." ."
<br />I N'D
<br />~8 ~g
<br />(II 1'00 _"" I
<br /><3 ~id~~
<br />i" (Q ... 'Xl
<br />-tOoOJI"'l1
<br />~g:gr--.~68
<br />>.1.l1"Q-r-..a:xJ
<br />OO1G:b (1)1
<br />.aJ 0)";'1-
<br />J:xr;.-O-..
<br />~~5 ..eijO
<br />. . ~ ~ ..:g.~
<br />~~~,g~Oo
<br />:JQ.....JQ.L.l..I:;:Z
<br />
<br />54"
<br />
<br />50"
<br />
<br />6S'
<br />
<br />78'
<br />
<br />~
<br />-'L.u..,:':..
<br />
<br />72"
<br />
<br />rJ)rJ)rJ)
<br />~..Jo::
<br />Q..JW
<br />0<>
<br />0::30
<br />ZZO
<br />WWQ
<br />WW-
<br />0::0::..J
<br />000
<br />rJ)rJ)rJ)
<br />
<br />SHEDULE OF ALLOWABLE LOADS!Mox ROOF AREA FOR ANCHQRS
<br />
<br />A,NCHORS INTO weoo FOR OPEN BUILDINGS
<br />
<br />ALLOWABLE LOAD!Mox LOAD AREA(SF) 00 120 MPH 'NlND LOAD
<br />I ANCHORS 1 2 3 4
<br />Dio. ANCHORx E'olBECMENT
<br />
<br />1/4'. 1" 2541/1'-SF 5281/22-SF 7921/33-SF 1,OS61/44-SF
<br />1/4.. 1-1/2" J961/15-SF 792I/J3-SF 1,1881/49-SF 1,5841/ 56-SF
<br />1/4"x 2-1/2" 56CI/27-SF 1,J201155-SF 1,9801/82-SF 2,6401/109-SF
<br />5/15"x l' Jl 2//1 3-SF S241/25-SF 9361/ J9-SF 1,2481/ 52-SF
<br />5/15"x 1-1/2" 4681/19-SF 9361/J8-SF 1,4-04// 59-SF , ,a72l/ 78-SF
<br />5/15". 2-1/2" 78CI/32-SF 1,S601/64-SF 2.3401/ 97-SF 3,1201/130-Sf"
<br />3/8"x 1" 3561/15-SF 7121/JO-SF 1,0681/ 44-SF 1,4241/59-SF
<br />3/6'x 1-1/2. 5341/22-SF 1,068#/44-SF 1,6021/ 66-SF 2,1361/89-SF
<br />3/a"x 2-1/2' 6901/37-SF 1,7801/74-SF 2,5701/11'-SF 3,S501/148-SF
<br />
<br />ANCHORS INTO CONCRETE FOR OPEN BUILDINGS
<br />
<br />ALLOWA8LE LOAD !Mo. LOAD AREA(SF) 00 120 MPH 'NINO LOAD
<br />I ANCHORS 1 2 3 4
<br />Dio. ANCHORx EMBEDMENT
<br />
<br />1/4"x '-1/2"
<br />3/6'. 1-1/2"
<br />1/2'x 2-1/4"
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<br />7,0681/294-SF
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<br />7571/JI-SF l,5141/63-SF 2,2711/ 9s-SF 3,0261/125-SF
<br />1,Os71/44-SF 2,1141/68-SF 3,1711/132-SF 4,2281/175-SF
<br />1,4431/60-SF 2,8851/'20-SF 4,329'/180-SF 5,7721/240-SF
<br />
<br />THROUGH BOLTS POST TO BEAM FOR OPEN BUILDINGS
<br />
<br />ALLOWABLE LOAD !Max LOAD AREA(SF) 00 120 MPH 'NlND LOAD
<br />I THROUGH BOLTS 1 2 3
<br />Dio, ANCHOR.(LENCTH = POST n-lICK,NESS + 1/2")
<br />
<br />1/4.x t+l/2" 2,3561/98-SF
<br />3/8.x t+l/2. 5,300#!221-SF
<br />1/2". t+1/2" 9,4251/393-SF
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<br />4,7121/195-SF
<br />IO,5001/442-SF
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<br />ADDRESS:
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<br />DRAMNG FOR ONE PERMIT ONLY
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