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<br />HQ<;T STRUCn.:RE OR FACIA Ie SUB-FACIA CONNECTION REOUIREMENIS FOR VARIO\)S
<br />LOAD CQNOlTIQNS
<br />
<br />LOAD CONOiIlONS
<br />'MNO VHOCHY LOADS OCAD + LI~ LOADS
<br />
<br />GlASS ROOMS
<br />HOST STRUCTUR[ 100 MPH 110 MPH 120 MPH 22t/Sf 321/Sf 57t/Sf
<br />1. CONCRETE 1/4"1-1/8' CONCRETE SCREWS \) 12' OC.------>2 \) l' D.C.
<br />2. '/lOCO FRAME 1/4',2" LAG SCREWS \)6' OC.------------>2 0 ," O.C.
<br />
<br />SCREEN, Wf11., AND CARPORTS
<br />HOS1 STRUCTURE 100 MPH 110 M"H 120 MPH m/SF 321/SF 57tlSF
<br />1. CONCRETE 1/4'x1-1/8' CONCRETE SCREWS \) 12" Oc.------>2 0 l' DC
<br />2. 'frI:XX) FRAME '/4'x2" lAG SCREWS \) 12" OC----------->2 \) " O.c.
<br />
<br />NOTES; WOOO STRUCTURES SHooLD CONNECT 10 TRUSS Buns OR THE SlJB FACIA
<br />FRAl,jING \'/HER[ POSSIBlE ONL Y 15~ Of' SCREWS CAN BE WTSlDE THE
<br />IRUSS BUITS/SUB FACIA AND THOS[ AREAS SHALL HA ~ DooBLE AN()jORS
<br />
<br />AU SCREWS INTO THE HOST STRUCTURE SHALL HA~ MIN H/4' WASH[~S
<br />OR SHALL BE WASHER HEADED SCREWS.
<br />
<br />12" X 3" X 3105-H14 RISER PANEL
<br />1 r 075' t
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<br />
<br />12" X J' X 3005-H28 RISER PANEL
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<br />12" X 3" X 3105-H14 RISER PANEL
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<br />0.040'
<br />
<br />A a 0480 n.1 wr a 0564 pH.
<br />, a +0.438/-0271 in'
<br />
<br />A = 0600 n!wr = 0706 p.Lf.
<br />I = +0610/-0.423 in'
<br />
<br />A = 060 ...1
<br />
<br />wr = 0717 pU. ,
<br />I = +05711-0.46 n.
<br />
<br />A a 0.76 n.1
<br />wr = 0.717 p.Ll. ,
<br />I = +0.781/-0.711 iI.
<br />
<br />TABLE 1 MN(. ROCf' PAN SPANS fOR CARPORTS, SCREE~ !c '........ CiJCI.lS
<br />ALUMININUl,j iNDUS,RY SIANOARDS ALLOY 3105 H-:4 &: "-::
<br />PAN SIZE fOR PAN SS'A~ Us[ = 'W/2 + OJ" SH Di'A)iSSS .
<br />10"X '2"X 0026"::_NO OH____" OH.:___j C" _____J' OH_
<br />100 MPH 'It. lOAl> 14'- 3' 14"-~" 14'- 9' 15'- 5'
<br />110 MPH W. LOAD 12'- 11' 13'- l' 13'- 6' 14'- 2'
<br />120 MPH W. LOAD 11'- 11' 12'- l' 12'- S' 13'- 3'
<br />JO'X 12"X 0.032" _______________________u__________________
<br />100 t.!PH W. LOAD 15'- 6' 16'- 8' 17'- C' '7._ 6'
<br />110 MPH W. LOAD 15'- 0' 15'- 2' 15'- 6' '6'- l'
<br />120 MPH W. LOAD 13'- 10' 13'- 11' 15'- " 16'- O'
<br />
<br />~OTE: STIW,ING Of' THE PAN WEBBING IS RECOM\lE~D[~ ., S~'CH ~C :S ~Ol
<br />PROV1DED wi t 10x 1/2' SCREWS 0 2' D.C. THE~ REDUCE WE ABC',~
<br />SPANS BY 20X. EXAMPLE; JO'X 12'X 0.026' WI ~O OH SPAN 11'- 3',
<br />(100~ - 20ro) = 1125'x 080 = 90' = 9'- 0'
<br />
<br />MANUF ACTURERS PROPRIETARY SUPPLIES
<br />
<br />TABLE 1 MAX. ROCf SYSTEM SPANS FOR ROYAL ALUMINUM SlJPER PANS USED O~
<br />SCREENfv1N'rl ROOMS Ie CARPORIS(OPEN BUILDINGS)
<br />PR()I)JCT PATENT t 4,918,898S
<br />ALUMININUl,j ALLOY ~105 H-28 MINIMUM l1ELO 30,000 PSI
<br />PAN SIZE FOR PAN SPAN USE = ''/i12 + O.H.' s[E ORA'MNG'; .
<br />\IIND LOADS ON OPEN BUILDINGS SlJCH AS SCREEN/"'Nn. ROOMS &: CARPORTS
<br />2SX 12'X oon_____NO O.H______J OH._____j OH_______3' 0 H_
<br />100 MPH W. LOAD 15'- 5' 15'- 6' 16'- 10' 17'- 4'
<br />110 MPH w. LOAD 14'- 10' '4'- 11' 15'- 3' 15'- 10'
<br />120 MPH W. LOAD 13'- 11' 14'- l' 14'- 5' 15'- 0'
<br />
<br />25'X 12"X 0028 ________________________________________
<br />100 MPH W. LOAD--~=11' 19'- O' 19'-,' 19'- 9'
<br />110 MPH W. LOAD 17'- l' 11- 2' 17'- 6' 18'- 0'
<br />120 MPH W. LOAD 16'- l' 16'- 3' 16'- 7" 17'- l'
<br />2.5'X 12"X 0030 ________ _____________________________
<br />100 l,jPH W. LOAD---lgo::-10' 19': ,,' 20'- r 20'- 7'
<br />110 MPH W LOAD 17'- 11' 18'- O' 18'- J' 18'- 9'
<br />120 MPH W. LOAD 16'- 10' 17'- 0' 17'- J' 11- 10'
<br />
<br />2.5'X 12'X 0036__________________________________________
<br />100 MPH W. LOAD 21'- 7" 21'- 8' 21'- 1" 22'- 4'
<br />110 MPH W. LOAD 19'- 6' 19'- 8' 19'- 11' 20'- 4'
<br />120 l,jPH W. LOAD 18'- 5' 18'- 6' 18'- 10' 19'- 3'
<br />
<br />48" X 3" X 3105-H14 COMPOSITE PANEL
<br />
<br />~ f 48" i
<br />II'I'I'I'[I[I[II'II['['I'I'[III,II'['III'III',II'J'JIJ'1'11111'11 <
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<br />
<br />0024' : leff m 0.744 n'llt. PANEl CONNECTION DEIAlINODENTAl.
<br />0032' : 'elf m 0871 ..' I It. 10 SPAN
<br />1 5 , EPS CORE DENSiTY
<br />
<br />48" X 4" X 3105-H14 COMPOSITE PANEL
<br />
<br />~f 48' r
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<br />
<br />0.024' : lelf . IOJ2 n. 'I f\ PANEL CONNECTION DETAlllNCI()(NTAl
<br />0032' : leff = 1.100 n' / It. 10 SPAN
<br />15 I EPS COR[ DENSiTY
<br />
<br />M ANUF ACTURERS PROPRIETARY SL:PPLlES
<br />
<br />TABLE 1: MAXIMUM ROCf SPANS FOR EUTE PANEL PROOUCT< :'<C OR
<br />. STRUCTURAL PANELS. INC.
<br />AlUl,jINUM COMPOSl,E PANELS STANDARD PANEL W/AlUl.IiNU1.I SHEATHiNG
<br />3105-H14/rl-25 ALLOY 10 I EPS CORE DeNSiTY
<br />'NINO LOADS
<br />SCREEN &: '~Nn. ROOMS, CARPORTS. AND OTHER ()pEN 81JILDi~GS
<br />3' x 0.019' _____~O_OH.______l' _OH.______2' _OH______LOH_
<br />100 MPH W. L. 14'- 7" 14'- 8' 15'- I' 15'- 9'
<br />110 MPH Vol L. 13'- 4' 13'- 5' 13'- 11' 14'- 7'
<br />120 MPH w. L 12'- 4' 12'- 6' 12'- 11' 13'- 8' ,
<br />3'x 0024' ______________________________~__
<br />100 MPH Vol L. 17'- 9' 17'- 11' 18'- 3' 18'- 9'
<br />110 MPH W. L 16'- 3' 16'- 4' 15'- 9' 17'- 4'
<br />120 MPH W. L. 15'- 0' 15'- 2' 15'- 7' 15'- 2'
<br />
<br />3'x 0.032"_____________________________________
<br />100 MPH 'II. L. 20'- 7" 20'- 9' 2"- 0' 21'- 6'
<br />110 MPH W. L 18'- 10" 18'- 11' '9'- 4' 19'- 10'
<br />120 MPH W. L. 17'- 5' 17'- 5' 17'- 10' 18'- 6'
<br />
<br />DEAD + U\{ LOAD & OR/SNOW LOAD (INCLUD~S 2 IISf' DEAD LOAD)
<br />ALL BU'LD'~G IY?ES
<br />
<br />3" x 0019'________________________ ____________________
<br />2211SF 12'- 0' 12'- 2' 12'- 8' 13'- 5'
<br />3211SF 10'- 0' 10'- 9' '0'- 9' 11'- 8'
<br />5711SF 7'- 6' 7'- 9' S'- 6' 9'- 7'
<br />3'x 0024' ______________________________
<br />nt/SF ----14"C8~ ,4'- 10' 's- r 15'- 10'
<br />321/SF 12'- 2" \2'- 4' , 2. - 10' 13'- 7"
<br />57tlSF 9'- l' 9'- 4" )- '1' 10'- 11'
<br />3'x 0.032"_________________________________
<br />nt/SF 17'- 0' 17'- 2' q',' 18'- l'
<br />32t/SF 14'- 2" ,4'- 3' '4- 8' 15'- 5'
<br />5711SF 10'- 9' 10'- 10' '1'- 5' 12'- 4'
<br />
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