|
<br />TA8LE 1: MAXiMUM SPANS FOR ROYAL ALUMINUM SUPER PAN PANELS OF 3105 H-28
<br />W1ND LOADS PATENT I 4,918,898
<br />GLASS ROOMS, UTILITY ROOMS, SHEDS, &: OTl-lER ENCLOSED BUILDINGS
<br />O,H. CONDITION NO O. H. l' O. H, 2' O. H,
<br />2-1/2"~ 0.019" 100 MPH 'N. L. 10'-10" ,,'- 0" 1"- 5"
<br />"0 MPH 'N. L. g'- g" 9'-,," 10'- 4"
<br />120 MPH 'N. L. 8'-11" g'- 2' g'- g'
<br />2-'/2'x 0,022" 100 MPH 'N. L. 1"- r 11'- g" 12'- 2"
<br />110 MPH 'N. L. 10'- 5" 10'- 7" 1"- 1"
<br />120 MPH 'N, L. g'- 8' 9'-11" 10'- 5"
<br />2- 1 /2" ~ 0,028' 100 MPH 'N. L. 12' - 7' 12' - g' 1)' - 2'
<br />110 MPH 'N, L. ,,'- 5' 1"- 7" 12'- 1"
<br />120 MPH 'N. L. 10'- 8" 10'-10' 11'- 5'
<br />2-'/2'x 0.030' 100 MPH 'N. L. 1)'- 2" 1)'- 4" 1)'- g'
<br />110MPH 'N. L. '2'- 0" 12'- 2' '2'- 8"
<br />120 MPH 'N. L. ,,'-.}" 1"- 5" 1"-11'
<br />2-'/2"x 0.036' 100 MPH 'N. L. 14'- 2' 14'- 4" 14'- g'
<br />110 MPH 'N. L. 12'-"" 1)'- 1" 1.}'- 6"
<br />120 MPH 'N. L. 12'- 1" 12'- 3' '2'- 8'
<br />ALL BUILDING TYPES - LIVE LOAD
<br />O.H. CONDITION
<br />2-1/2'~ O,019'
<br />
<br />ALLOY
<br />
<br />.}' O. H.
<br />12'- 2"
<br />1"- 2"
<br />10'- 5'
<br />, 2' -11"
<br />1 "-1 l'
<br />1"- )'
<br />1)' -,,'
<br />'2'-1"
<br />12'- .}"
<br />, 4'- 6'
<br />1)' - 5'
<br />12'- g"
<br />15'- 5"
<br />'4'- 3'
<br />1)' - 7"
<br />
<br />NO O. H, l' O. H, 2' O. H. .3' O. H.
<br />20 I/SF L. L. '4'- 5" 14'- 7" 14'-1'" 15'- 6"
<br />30 IISF L. L. 11'- 4" 1"- 6" 11'-11" 12'- 7"
<br />2-1/2"x 0,022" 20 I/SF L. L. 15'- 6" 15'- 8' 16'- D' 16'- 7"
<br />30 I/SF L. L. 12'- 5" 12'- 7" 1)'- 0" 1)'- 8"
<br />2-1/2"x 0.028" 20 I/SF L. L. 16'-10" 17'- O' 17'- 4" '7'-11'
<br />30 I/SF L. L. 1)'- g" 1)'-"" 14'- 4" 15'- 0"
<br />2-1/2'~ 0.030" 20 IISF L. L. '7'- a" '7'- 9' 18'- ," 18'- 8"
<br />30 I/SF L. L. 14'- 5" 14'- 6" 14'-11' 16'- 7"
<br />2-'/2"x 0,036' 20 I/SF L. L. ,g'- O' 19'- 1" 19'- 5" 19'-1'"
<br />30 I/SF L. L. 15'- 5" 15'- 7" 15'- 0" 16'- 7"
<br />1. TOTAL ROOf' PANEL W1DTl-l = ROOM W10TH PLUS WALL W1DTH PLUS OVERHANG.
<br />2. Tl-lE SMALLEST VALUE: OF THE: WIND LOAD TABLE OR Tl-lE LIVE LOAD TABLE GOVERNS.
<br />
<br />TABLE 1: MAXIMUM SPANS FOR ROYAL ALUMINUM "w" PANELS OF 3105
<br />'NINO LOADS
<br />GlASS ROOMS, UTILITY ROCMS, SHEDS, &: OTl-lER ENCLOSED
<br />O.H. CONDITION NO O. H. l' 0, H.
<br />0,030" 'N PANELS 100 MPH 'N, L. '1'- 8" 1"-10'
<br />110 MPH 'N. L. 10'- 7" 10'-10"
<br />120 MPH W. L. g'-,," 10'- ,"
<br />0.034' 'N PANELS 100 MPH 'N. L. 12'-'1" 1)'- 0"
<br />110 .MPH W. L. ,,'- g" 11'-11"
<br />120 MPH w. L. 11'- 0" 1"- 2"
<br />ALL BUILDING TYPES - LIVE LOAD
<br />O.H. CONDITION
<br />0,030" 'N PANELS
<br />
<br />~26 ALLOY
<br />
<br />BUILDINGS
<br />2' O. H.
<br />12'- 4"
<br />1 ,'- 4'
<br />10'- 8"
<br />1)' - 6'
<br />12'- 5'
<br />1 ,'- 8"
<br />
<br />3' O. H.
<br />13'- 1"
<br />12'- 2"
<br />1"- 7"
<br />'4'- 3"
<br />1)' - 2"
<br />12'- 6"
<br />
<br />NO O. H. "O.H. 2'O,H. 3'O.H.
<br />20 I/SF L.L. 15'- r 15'- g" 16'- I" 16'- g'
<br />30 I/SF L.L. 12'- g" 12'-11' 1)'- 4' '4'- ,"
<br />0.034" 'N PANELS 20 I/SF L.L. 17'- 4' '7'- 5' 17'- g" la'- 4'
<br />30 I/SF LL. 14'-'" 14'- 3" 14'- 7" 15'- 4'
<br />1. TOTAL ROOF PANEL W1DTH = ROOM W1DTl-l PLUS WALL WlDTl-l PLUS OVERHANG.
<br />2, Tl-lE SMALLEST VALUE OF Tl-lE W1ND LOAD TABLE OR Tl-lE L,L. TABLE GOVERNS.
<br />
<br />TABLE 1: MAXiMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS OF 3105 H-28 ALLOY
<br />'NINO LOADS: GLASS ROOMS. UTILITY ROOMS. SHEDS, AND OTl-lER ENCLOSED BUILDINGS
<br />O.H. CONDITION NO O. H. " O. H. 2' 0, H. .}' O. H.
<br />3"~ 0.026' '00 MPH 'N. L. '1'-10" 12'- O' 12'- 6" 13'- 3'
<br />',0 MPH 'N. L. 10'- g" 10'-11" 11'- 6" 12'- 4"
<br />120 .'-lPH w. L. 10'- 1" 10'- .}" 10'-10' 1"- g"
<br />100 MPH 'N, L. '4'- O' '4'- ,. 14'- 6" 15'- 2"
<br />110 MPH :N. L. '2'- g" 12'-11" 13'- 4' 14'- 1"
<br />120 MPH w. L. "'-1'" 12'- ,. 12'- 7' 1.}'- 4'
<br />LIVE LOAD; ALL BUILDING TYPES
<br />O,H. CONDITION
<br />3'~ 0,026"
<br />
<br />3"~ 0,032'
<br />
<br />NO 0, H. l' O. H. 2' o. H. .}' o. H.
<br />20 I/SF L. L. 16'-" 16'- 2' 16'- 7" 17'- 2'
<br />30 I/SF L. L. 1.3'-," 13'- 3" 1.3'- a" '4'- 5"
<br />20 I/SF L. L 'a'- 4' 18'- 5" 18'- g" 19'- 3"
<br />30 I/SF L. L. 14'-'" 15'- l' 15'- S" 16'- 1"
<br />1. TOTAL ROOF PANEL 'NlDTH = ROCM W10Tl-l PLUS WALL 'NlDTH PLUS OVERHANG.
<br />2, THE SMALLEST VALUE: OF Tl-lE W1ND LOAD TABLE OR THE L,L. TABLE GOVERNS.
<br />
<br />3"x 0,032"
<br />
<br />TABLE 1: MAXiMl..M SPANS FOR iNDUSTRY STANDARD ALUMINUM COMPOSITE ROOF
<br />PANELS W/3105-HI4/H-25 ALUMINl..M ALLOY SHEATl-lING &: 1.01 EPS CORE:
<br />'NINO LOADS
<br />GLASS ROOMS, UTILITY ROOMS. SHEDS, AND OTHER ENCLOSED BUilDINGS.
<br />NO O,H. l' O,H. 2' O.H.
<br />.}"x 0,019' 100 MPH W, L. a'- 8' 8'-10" g'- 4"
<br />110 MPH W. L. 7'- 7" 7'- g" a'- )"
<br />120 MPH w, L. 6'-1" 7'- ,. 7'- 7'
<br />)'x 0.024' 100 MPH W. L. 10'- 4" 10'- 6" 1"- 0"
<br />110 MPH W. L. g'- .}" g'- 5" 9'-1"
<br />120 MPH W, L. 8'- 7' a'- g' 9'- )'
<br />)"~ 0,0.30" 100 MPH W. L. 12'- 4' '2'- 5" 1.3'- 0"
<br />"0 MPH 'N, L. ,,'- 3" 11'- 5" "'-1'"
<br />120 '-lPH W. L. 10'- 6" 10'- 8" ,,'- J"
<br />4'x 0.019' 100 MPH W. L. 9'-10' 10'- 0" 10'- 6"
<br />',0 MPH 'N. L. 8'- 9' a'-1" g'- 5"
<br />120 MPH 'N. L. a'- ," a'- J" a'- 9"
<br />4'~ 0.024" 100 MPH W. L. 11'- a' "'-10" 12'- 4"
<br />"0 .'-lPH W, L. 10'- 7" 10'-10" '1'- 4'
<br />120 MPH w. L. 9'-11" 10'- I" 10'- 8"
<br />4'~ 0,0.30" 100 MPH W. L. 1)'-10' 14'- 0" 14'- 5"
<br />"0 MPH 'N. L. 12'- 7" 12'- 9' 1.3'- .}"
<br />120 MPH W. L. '1'-10" '2'- 0" 12'- 5"
<br />LIVE LOAD (INClUDES 2 I/SF DEAD LOAD ALL I3UllDINC TYPE:S
<br />3'~ 0.019" 221/SF 11~- ,. 12'- ," 12'- 5"
<br />321/SF g'- 9" g'-,," 10'- .}"
<br />3"x 0,024' 221/SF' 1.3'- ," 1.3'- 2" 1)'- 8"
<br />321/SF 10'-10' 1"- ,0" \1'- 5"
<br />.}"~ 0.030" 221/SF 14'- 2" 14'- 4" 14'- 9"
<br />'}21/SF' ,,'- 9" 1"-11' '2'- 5"
<br />4'x 0,019" 221/SF' 12'- 4" 12'- 6" 12'-10"
<br />321/SF 10'- 2" 10'- 4' 10'- 8'
<br />4"~ 0.024" 2211SF' 1)'- 5' 1.3'- 6" 14'- 0"
<br />)21/SF 1"- 1" 11'- )" '1'- g"
<br />4'x 0.030' 221/SF 15'-11' 16'- 0" 16'- 5"
<br />321/SF 1.3'- 2' 1.}'- 4' 13'- g"
<br />1. TOTAL ROOF PANEL W1DTH = ROOM W1DTl-l + WALLMDTH + OVERHANG.
<br />2, Tl-lE LESSER SPAN OF NINO LOAD OR LIVE LOAD SHALL GOvtRN.
<br />
<br />TABLE 2: MAX. ROOF' BEAM SPANS FOR SCREE~ &: GLA,sS ROOMS, UTILITY ROOMS,
<br />SHEDS AND OTHER ENCLOSED STRUCTURES 'N/ SOliD ROOf'S
<br />ALUMINUM BEAMS OF' 6063 T - 5 ALLOY
<br />EXAMPLE: FOR SPAN "L" ON DRAW1NG USE LOADNlDTHI . "w" /2 + O.H.
<br />2"~ 4"~ 0.050' TILT BEAM: LOAD W1DTH = 14'/2 + tox = g'
<br />LOAD W1TH = g'; L.L. 0 221!SF; SPAN = 4'- 6"
<br />LOAD W1TH = g'; 100 MPH W. L,; SPAN = 3'- g' USE.3'- g"
<br />BEAM SIZE: BEAM SPAN FOR DESIGNATED LOADS
<br />BEAM liVE LOADW1ND LOAD
<br />LOAD W1DTl-l 221/SF 321/SF
<br />
<br />2'~ 2"xO,044" EXTRUSION
<br />5' 5'-10'
<br />5' 5'- 4'
<br />7' 4'-'"
<br />8' 4' - 7"
<br />g' 4'- 4'
<br />10' 4'- ,"
<br />,,' .}'-1"
<br />2"~ 2"x 0,050" EXTRUSION
<br />5' 6' - 1" 5' - 0" 5' - l'
<br />5' 5'- 7" 4'- 6" 4'- 7"
<br />7' 5'- 2" 4'- 2' 4'-)"
<br />8' 4'-10" .}'-'1" 4'- 0"
<br />g' EXAMPLE 4' - 6" 3' - a" 3' - g'
<br />10' 4'- 4' )'- 6" .}'- 7"
<br />1" 4'- 1" 3'- 4" .}'- 5"
<br />2"x 2'~ 0.09'} EXT OR 2'x 3"~O,050' TILT BEAM OR
<br />5' 8'- 0" 6'- 6' 6'- a"
<br />6' 7'- 4" 5'-11" 6'-"
<br />7' 6'- g" 5'- 6" 5'- 7"
<br />a' 6'- 4" 5'- 2" 5'-'}"
<br />9' 5'-1'" 4'-10" 4'-1'"
<br />10' 5'- 8" 4'- 7" 4'- a"
<br />11' 5'- 5" 4'- 4' 4'- 5'
<br />3"x 2"x 0,050" EXTRUSION
<br />5' 7'- 5"
<br />6' 6'- g"
<br />7' 6'- 3"
<br />8' 5'-10"
<br />g' 5'- 6"
<br />10' 5' - .}"
<br />11' 5'- 0"
<br />.}.~ 2"xO.070" EXTRUSION
<br />5' 8'- 4"
<br />6' 7' - 8"
<br />7' 7' - ,"
<br />8' 6'- 7"
<br />g' 6'- 3"
<br />10' 5'-1'"
<br />11' 5'- 8"
<br />
<br />4'- 9"
<br />4'- 4'
<br />4'- 0"
<br />3'- g'
<br />3'- 6'
<br />3'- 4"
<br />3'- 2'
<br />
<br />6'- 1"
<br />5'- 6'
<br />5'- ,"
<br />4'- g"
<br />4'- 6"
<br />4'- .}"
<br />4'- l'
<br />
<br />6'-10"
<br />6' - )"
<br />5'- g"
<br />5'- 5'
<br />5'- I"
<br />4'-10"
<br />4'- 7"
<br />
<br />4'-10'
<br />",'- 5'
<br />4'- l'
<br />3'-10'
<br />.}'- 7"
<br />.}'- 5"
<br />3'- .}"
<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'-11'
<br />6'- 4"
<br />5'-10"
<br />5, ~.
<br />- 0
<br />5' - 2"
<br />4'-11"
<br />4'- a'
<br />
<br />100 MPH
<br />
<br />'10 MPH
<br />
<br />4'- 5'
<br />4'- 0"
<br />.}'- g"
<br />.}'- 6"
<br />3'- 3"
<br />3'- ,.
<br />2'-:' "
<br />
<br />4'- ,"
<br />.}'- g"
<br />J'- 5"
<br />3'- 2"
<br />3'- 0"
<br />2'-10"
<br />2'- g"
<br />
<br />4'- 7" 4'- 3'
<br />4'- 2" .}'-,,"
<br />3'-1" .}'- 7"
<br />3'- 7" 3'- 4"
<br />.3'- 5' )'- 2"
<br />3'- )" .}'- O'
<br />.}'- ," 2'-10"
<br />2"~ ;)xO.050' EXTRUSION
<br />6'- 0" 5'- 7"
<br />5'- 6' 5'-'"
<br />5'- ,. 4'- 8"
<br />4'- 9" 4'- 5"
<br />4' - 6' 4' - I"
<br />4' - 3" 3' -11 "
<br />4'- O' .}'-IO'
<br />
<br />5'- 7"
<br />5'- 1"
<br />4'- 9'
<br />4'- 5'
<br />4'- 2"
<br />.}' -,,"
<br />3'- g"
<br />
<br />5'- 2"
<br />4'- g'
<br />4'- 4'
<br />4'- ,"
<br />.}'-10'
<br />.}'- a'
<br />.}'- 6"
<br />
<br />6'- 4"
<br />5'- g"
<br />5'- 4"
<br />5'- 0"
<br />4'- 8"
<br />4'- 5"
<br />4'- 3'
<br />
<br />5'-10"
<br />5'- 4"
<br />4'-,,"
<br />4' - 7'
<br />4'- 4"
<br />4'- 1"
<br />.}'-11"
<br />
<br />3' O.H.
<br />10'- 2"
<br />g'- ,"
<br />8'- 5"
<br />1"-10'
<br />10'- g"
<br />'0'- I'
<br />1)' - g"
<br />12'- g"
<br />, 2' - ,"
<br />'1'- 4'
<br />10'- .}"
<br />9'- 7"
<br />1.3'- 1"
<br />12'- 2"
<br />, l' - 7"
<br />15'- I"
<br />'4'- o'
<br />1.3'- .}"
<br />
<br />13'- ,"
<br />10'-1'"
<br />14'- 5"
<br />12'- 5-
<br />15'- 5"
<br />1.3' - 2"
<br />13' - 6'
<br />11'- 4"
<br />'4'- a"
<br />12'- 7"
<br />'7'- o'
<br />14'- 6"
<br />
<br />120 MPH
<br />
<br />~~
<br />Ii
<br />~
<br />l!!11:i
<br />
<br />(/l!
<br />/~'~
<br />/ '"
<br />I _
<br />ifl iJAH~2 5,1996
<br />./ I SHEET II
<br />1
<br />
<br />TABLE 2: MAX. ROOF BEAM SPANS FOR SCREEN &: GlASS ROOMS UTILITY ROOMS
<br />SHEDS A."'D OTHE:R ENClOSED STRUCTURES w/ SOliD ROOf'S .
<br />ALUMINUM BEAMS OF 606.} T - 6 ALLOY -
<br />EXAMPLE: F?R ~PAN "L'" ON DRA'NlNG USE LOAD W1DTH = 'w" /2 + O.H.
<br />2 x 4 ~ 0.050 TILT SEAM: LOAD W1DTH = '4'/2 + 2'0.H. = g'
<br />LOAD 'NlTH = g'; L.L. 022I/SF; SPAN = 4'- 6"
<br />LOAD 'NlTH = g'; 100 MPH 'N. L,; SPAN = 3'- g' USE .}'_ g"
<br />SE:A.1,l 51 ZE BE:AI.l SPAN FOR DESIGNA TED LOADS
<br />BEAM LIVE LOADW1ND LOAD
<br />LOAD 'NlDTH 221/SF 32#/SF
<br />
<br />2'~ 4'x O,OSO'x TILT aE:AI.l
<br />5' g' - g"
<br />6' a'-1'"
<br />7' 8' - 3"
<br />8' r - 9"
<br />g' r- .}.
<br />10' 6'-1'"
<br />,,' 6'- 7"
<br />2"~ 4"x O,044"~ 0,120" S.M.B.
<br />5' 12'-10" 10'- 5" 10'- a" g'- a" 8'-11"
<br />6' ,,'- 8" g'- 6" g'- 8" 8'-10" 8'- 2'
<br />7' 10'-10' a'-10" g'- 0" 8'- 2" 7'- 7"
<br />8' 10'- 1" a'- 3" 8'- 5' 7'- 8' 7'- 1"
<br />g' 9'- 6' 7'- g" 7'-11' 7'- 2" 6'- a"
<br />10' g'- 1" 7'- 5" 7'- 5" 6'-10' 6'- 4'
<br />11' a'- a" 7'- 0" 7'- 2" 6'- 6" 6'- 0"
<br />1. THE SMALLER SPA.... FROM THE L.L. OR THE: 'NINO LOAD TABLE GOVERNS.
<br />
<br />100 MPH
<br />
<br />"0 MPH
<br />
<br />120 MPH
<br />
<br />8'- 0"
<br />7' - 3'
<br />6'- g"
<br />5'- .}"
<br />5'-11'
<br />5'- 7"
<br />5'- 4'
<br />
<br />8'- ,"
<br />7' - S"
<br />6'-10"
<br />6'- 5"
<br />5'- 0"
<br />5' - g"
<br />5'- 5'
<br />
<br />7'- 4"
<br />6'- g'
<br />6'- 3"
<br />5'-10"
<br />5'- 6"
<br />5'- 2"
<br />4'-1 l'
<br />
<br />6'-10"
<br />6'- 3"
<br />5'- g"
<br />5'- 5"
<br />5'- ,"
<br />4'-10"
<br />4'- 7"
<br />
<br />TABLE 3: MAXIMl..'-l HEiGHT OF UPRIGHTS FOR SCREE..... AND GLASS f~OCMS
<br />EXTRUSTlQNS AND SELF' MATiNG BEAMS OF 6063 T -6 ALUMINu'-l ALLOY
<br />
<br />~SjNG SCREEN PANEL W1DTH "'N" (SEE TYPICAL GlASS ,"OOM DRAW1NG), SELECT
<br />UPRIGHT Rf:QUIRED FROM Tl-lE MAX HEiGHT ALLOWED FOR EACH EXTRUSION
<br />
<br />W1D TH "'N"
<br />4a"
<br />
<br />30"
<br />
<br />42"
<br />
<br />54"
<br />
<br />50"
<br />
<br />56"
<br />
<br />72"
<br />
<br />EXTRUSION
<br />2"x 2"~ 0.044" g'- 2" a'- 6" 7'-11" 7'- 6" 7'-'" 6'- g"
<br />2"x 2"~ 0.050" 10'- 2" g'- 5" a'-10" a'- 2' 7'-11' 7'- 5" 7'- 2" 6'-1'"
<br />2"x 2'x O.Og.}" 12'-10' 11'-11" 11'-'" 10'- 5" g'-,,' g'- 6' 9'- l' 8'- 8"
<br />3"x 2"x 0.050" 10'- a" 9'-'" g'-.3" 8'- g" a'-.}" 7'-11' 7'- 6" 7'- 3'
<br />2"~ .}"~ 0.050" 12'-10" "'-11" 11'-" 10'- 6" 9'-11" g'- 6" g'- 1" 8'- 8"
<br />3"x 2'~ 0,070" 1.3'- 8" 12'- 8' 11'-10" ,,'- 2" 10'- 6" 10'- 1" 9'- 8' g'_.}"
<br />
<br />NOTES: GLASS ROOMS fME ADDITION OF AN ALUMINU'-l FRAMENlNDCWS w/ GLASS PANES THAT
<br />ARE: DESIGNED TO 110 MPH W1ND LOAD REQUIREMENTS TO THE ABOVE UPRIGHT SIZES
<br />INCREASES Tl-lE STRENGTl-l SO Tl-lA T ADDITIONAL FRAMiNG IS NOT REQUIRED,
<br />
<br />SCHEDULE OF ALLOWABLE LOADS!Mox ROOF AREA FOR ANCHORS
<br />
<br />ANCHORS INTO WOOO FOR ENCLOSED BUILDINGS
<br />ALLOWABLE LOAD!Mox LOAD AREA(SF)
<br />I ANCHORS 1 2
<br />Dio, ANCHORx EMBECIAENT
<br />1/4"~ ," 2641/6-SF
<br />1/4"~ '-'/2" 3961/10-SF
<br />1/4'~ 2-1/2' 5601/16-SF'
<br />5/16"~ 1" 3121/ a-SF
<br />5/16"~ '-1/2" 4-681/'1-SF
<br />5/16"x 2-1/2" 7801/19-SF'
<br />3/8'x ,. 35e1l g-SF'
<br />3/8"x '-1/2" 5J41/1.3-SF
<br />3/8'x 2-' /2' agOI/22-SF
<br />
<br />1) 120 MPH W1ND UPLIFT LOAD
<br />3 4
<br />
<br />528#/12-SF
<br />7921/20-SF
<br />, ,3201/32-SF
<br />6241/15-SF
<br />9361/23-SF
<br />1,5601/38-SF
<br />7121/17-SF
<br />, ,068#/26-SF
<br />1,7801/4'}-5F'
<br />
<br />7921/18-SF
<br />1,1881/30-SF
<br />, ,980l/48-SF
<br />g361123-SF
<br />, ,4041/34-SF
<br />2,3401/57-SF'
<br />, ,06al/26-SF
<br />, ,6021/39-SF
<br />2,6701/65-SF
<br />
<br />1,0561/24-SF'
<br />1,5841/40-SF
<br />2,6401/64-SF
<br />1,2481/31-SF
<br />, ,a72#/45-SF
<br />3,1201/76-SF
<br />1,4241135-SF
<br />2,136I/S2-SF
<br />.},5601//87-SF
<br />
<br />ANCHORS INTO CON~ETE FOR ENCLOSED BUILDINGS
<br />AlLCWABLE LOAD /Mox LOAD AREA(SF) 1) 120 MPH 'NINO LOAD
<br />I ANCHORS 1 2 3 4
<br />D~. ANCHORx EMBECIAENT
<br />'/4'x 1-1/2" 7571/1a-SF
<br />3/8"x 1-1/2' 1,0571/26-SF
<br />'/2'x 2-1/4" 1,4431/35-SF
<br />
<br />, ,5141/.}7-SF' 2,2711/ 55-SF 3,02al/ 74-SF'
<br />2,1141/52-SF 3,1711// 77-SF 4,22alll0.}-SF
<br />2,a861/70-SF 4,)29'/106-SF S,7721/141-SF
<br />
<br />JOB ,",AME:
<br />ADORESS:
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<br />DRA'NlNG FOR ONE PERMIT DNL'1'
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