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<br /> <br />HOST STRUCTURE OR ,AClA ole SUB-,AaA CONNECTION REOUlREUENTS ,OR VARIOUS <br />LOAD CONOI TIONS <br /> <br />17'- 2' <br />14'- 3' <br />10'- 10' <br /> <br /> <br />LOAD CONDITIONS <br />YIlND 'v{LOClTY LOADS DEAD + uvr. LOADS <br /> <br />MANUF ACTURERS PROPRlE <br /> <br />TABLE 1: UAXlUUU ROOf' SPANS ,OR ElITE PANEL <br />AlUUINUU COMPOSITE PANELS STANDARD PA <br />3105-Hl~fti-25 ALLOY 1.0 I EPS CORE DE <br /> <br />GlASS ROOlAS <br />HOST STRUCTURE 100 lAPH 110 lAPH 120 lAPH 221/Sf 321/sr 571/Sf <br />1. CONCRETE 1/~'.1-1/8' CONCRETE SCREWS 012' 0.C.------>2 0 l' D.C. <br />2, WOOD ,RAlAE 1/~'.2' LAG SCREWS 0 6' 0.C.------------>2 0 roc, <br /> <br />SCREEN. VIIlYl, AND CARPORTS <br />HOST STRUCTURE 100 UPH 110 lAPH 120 UPH 22,/Sf J2,/Sf 5711Sf <br />1. CONCRETE 1/~'.1-1/8' CONCRETE SCREWS 012' 0.C.------>2 0 l' O,C. <br />2. WOOD ,RAUE 1/~'.2' LAG SCREWS 012' OC.----------->2 0 l' O,C, <br /> <br />NOTES: WOOD STRUCTURES SHOUlD CONNECT TO TRUSS BUTTS OR IllE SUB ,AaA <br />,RAlAING WHERE POSSIBLE ONLY 15% or SCREWS CAN BE OUTSIDE THE <br />TRUSS BUTTS/SUB ,AClA AND 1ll0SE AREAS SHAlL HA'v{ DOUBLE ANCHORS <br /> <br />AlL SCREWS INTO IllE HOST STRUCTURE SHAll HAVE lAIN H/~' WASHERS <br />OR SHAlL BE WASHER HEADED SCREWS. <br /> <br />'MND LOADS <br />GlASS ROOMS AND OlllER ENa. OSED BUILDINGS <br />3'. 0.019' ___NO_O.H.__l'_O.H. <br />100 lAPH W. L 10'- 6' 10'- 8' <br />110 UPH W. l. g'- 6' g'- g' <br />120 lAPH W. L 8'- 10' g'- 0' <br />J'. 0.024'__ <br />100 MPH W. l. 12'- g' <br />110 UPH W, L 11'- 8' <br />120 lAPH W. l. 10'- g' 10'- II' <br />J'. 0.OJ2' <br />100 lAPH W-:-l.-"j(:.lO'-I4'- 11'- <br />110 lAPH W. L. 13'- 6' 13'- 8' <br />120 UPH W. l. 12'- 6' 12'- 8' <br /> <br />I~-- ~:-- <br /> <br />T A8l.E 1 UAX. ROOf PAN SPANS rOR GlASS ROOUS <br />AlUlAlNINUlA INDUSTRY STANDARDS AlLOY 3105 H-14 & H- 25 <br />PAN SIZE rOR PAN SPAN USE = 'W/2 + O.H: SEE DRAWINGS . <br /> <br />3.0'X 12'X 0.026'__NO O.H._____l' O.H.__-2" O,H.__3' O,H._ <br />100 lAPH VI. LOAD 11'- J' 11'- 5' 11'- 11' <br />110 lAPH W. LOAD 10'- J' 10'- 5' 11'- 0' <br />120 UPH W. LOAD g'- 5' g'- 8' 10'-:r <br /> <br />J,O'X 12'X O,OJ2' ______________ <br />100 UPH W. LOAD 12'- 6' 12'- g' 13'- 2' ------------ <br />110 lAPH W. LOAD 11'- 5' 11'- 7" 12'- r <br />120 UPH W. LOAD 10'- 7' 10'- g' 11'- J' <br /> <br />DEAD + 1I'v{ LOAD & OR/SNOW LOAD (INa.UOES 2 1/'$ <br />ALL BUilDING TYPES <br />3'. 0,019' <br />221/Sf -----1i=""7--- 12'- -7-- <br />32,/Sf 10'- 0' 10'- 2' <br />571/Sf 7' - 6' 7'- 9' <br />3'. 0,024' <br />221/Sf ---17-=-8-;---- 14'-10'--- <br />321/Sf 12'- 2' 12'- 4' <br />571/Sf 9'- I' 9' - 4' <br />3'. 0.OJ7' <br />221/Sf - ----- 11- 0' <br />321/Sf 14'- 2' <br />571/Sf 10'- g' <br /> <br />MANUFACTURERS PROPRI <br /> <br />TABLE 1: CONTINUED; lAAXlMUU ROOf' SPANS rOR ElIlE <br />STRUCTURAL PANELS, INC. <br />WIND LOADS <br />GlASS ROOMS AND DillER ENa.OSED BUILDINGS <br />~'. 0,019' ____NO_O,H.____I'_O.H. <br />100 UPH W. L. 12'- 11' lJ'- r <br />110 UPH W. l. 11'- 9' 11'- 11' <br />120 lAPH W. l. 10'- 10' '1'- 0' <br />4'.0,024'___ <br />100 MPH W. l. <br />100 lAPH VI, L. <br />120 UPH W. L. <br />~'. O,OJ2' <br />100 UPH W, l. <br />110 MPH W. L <br />120 MPH W. L. <br /> <br />DEAD + L1'v{ lOAD ole OR/SNOW lOAD (INa.UDES 2 , <br />AlL BUIlDING TYPES <br />~'. 0.019' <br />221;sr ----li=-iO-;---15'- 0:- <br />321;sr 12'- 3' 12'- 5' <br />571/Sf 9'- t 9'- 5' <br />4'. 0.024' <br />221/Sf ---16'- -r-16'="7 <br />321/Sf 13'- g' 13'- II' <br />571JSf 10'-~' 10'.1. 6' <br />4' x 0.032' <br />221;sr <br />321;sr <br />571/Sf <br /> <br />NOTE: SnTCHlNG or lllE PAN 'M:B8lNC IS RECOMMENDED. " smCHING IS NOT <br />PROVIDED W/ , lOx 1/2' SCREWS 0 2' O.C, IllEN REDUCE IllE ABO'v{ <br />SPANS BY 20%. EXAMPLE; 3.0'X 12'X 0.026' w/ NO O.H. SPAN 11'- 3'. <br />(100% - 20:;:) = 11.25'.0.80 = g,O' = 9'- 0'. <br /> <br />MANUFACTURERS PROPRIETARY SUPPLIES <br /> <br />TABlE 1 MAX. ROOf' SYSTEll SPANS ,OR ROYAL AlUIlINUM SUPER PANS USED ON <br />ENa.OSED BUILDtNGS(GlASS ROOlAS) PROOUCT PATENT I 4,918,8985 <br />ALUlllNINUM AllOY 3105 H- 28 lllNILlUM YIELD 30,000 PSI <br />PAN SIZE ,OR PAN SPAN USE = 'W/2 + O.H: SEE DRAYIlNGS . <br />YIlND LOADS ON ENa.OSED BUILDINGS SUCH AS GlASS ROOMS <br />2.S'X In O.022__NO O.H._____l' O.H._--1' O.H.___3' 0 H. <br />100 llPH W. LOAD 12'- 9' 12'- 15' 1':5'- 4' 14'- I' <br />110 IIPH W. LOAD 11'- 7" 11'- g' 12'- 3' 13'- I' <br />120 llPH W. LOAD 10'- 9' 10'- 11' 11'- 5' 12'- 3' <br />2.5'X 12"X 0.028 <br />100 llPH W. LOAD <br />110 IlPH W. LOAD <br />120 llPH W. LOAD <br />2.5'X 12'X 0.030 <br />100 IIPH w, LOAD lS'- 2' lS'- 3' IS':8;--I6'="4';------- <br />110 IIPH W. LOAD 13'- 10' 13'- II' 14'- 4' IS'- 0' <br />120 llPH W. lOAD 12'- 9' 12'- II' 13'- 4' 14'- 0' <br />2.5'x 12'X 0.036 <br />100 llPH W. LO~6'- ~'--16'- '5-;----16':10;--15'- llr----- <br />110 MPH W. LOAD 14'- 10' 15'- O. IS'-~' 15'- g' <br />120 UPH W. LOAD 13'- 8' \<6,113'- 10' 14'- 3' 14'- II' <br /> <br />14'- 6' <br />13'- 2' <br />12'- 2' <br /> <br />15'- ~. <br />13'- 11' <br />12'- 10' <br /> <br />14'- 6' ---;(:-7-;-----,-s;-:O;-~~-------- <br />13'- 2' 13'- 4" 13'- g' 14'- 6' <br />12'- 2' 12'- 4' 12'- 10' 13'- 7' <br /> <br />17'- 7' <br />14'- 7' <br />10'- 11' <br /> <br />14'- 7' <br />13'- 4' <br />12'- 4' <br /> <br />15'- S' <br />14'- l' <br />lJ'- O' <br /> <br />17'- 8' <br />14'- g" <br />11'- I' <br />