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<br />HOST STRUCTURE OR FACIA Ie SUB-FACIA CONNECnON REQU'REMENTS FOR VARiOUS
<br />LOAD CONDITIONS
<br />
<br />LOAD CONDiTIONS
<br />'MND ~LoaTY LOADS DEAD + liVE LOADS
<br />
<br />GlASS ROOMS
<br />HOST STRUCTURf: 100 MPH 110 MPH 120 MPH 22f/~ 32f/~ 57fN
<br />1. CONCRETE 1/4"'1-1/8" CONCRETE SCREWS \) 12" OC.---u->2 \) l' OC.
<br />2 WOX! FRAME 1/4.,2' LAG SCREWS \)6" OC.------------>2 @ ,. 0 C.
<br />
<br />SCREEN, Y1N'rt, AND CARPORTS
<br />HOST STRUCTURE 100 MPH 110 MPH 120 MPH 22f/~ 32f/SF 57f1SF
<br />I, CONCRETE 1/4',1-1/8' CONCRf:TE SCREWS \) 12' 0 C.------>2 0 I' D.C.
<br />2. WOX! FRAME 1/4"2" LAG SCREWS \) 12" 0.C.----------->2 \) l' Oc.
<br />
<br />NO TE S: \\'000 S TRUC TURf: S SHOOL 0 CONNE C T TO TRU SS BU TIS OR THE SUB FA CI A
<br />FRAt.lING WHERE POSSIBlE ONLY 15% f5 SCREWS CAN BE OUTSIDE THE
<br />TRUSS BUm/SUB FACIA AND THosr AREAS SHALL HA~ DOUBLE ANCl10RS
<br />
<br />AU SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-1/4. WASHERS
<br />OR SHALL BE WASHER HEADED SCREWS.
<br />
<br />12" x ,r x 3105-H14 RISER PANEL
<br />1 r 075. t
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<br />PRCffRTlfS
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<br />12"
<br />
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<br />
<br />0024"
<br />
<br />0032"
<br />
<br />12" x 3" x 3005-H28 RISER PANEL
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<br />PRCf'E R TIE S
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<br />12"
<br />
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<br />
<br />0032"
<br />
<br />12" x 3" x 3105-H14 RISER PANEL
<br />-r r 075' i
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<br />PR(YERTI[S
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<br />12"
<br />
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<br />
<br />0040'
<br />
<br />A a 0.480 n.l'IiT a 0564 pH.
<br />I a +0.4.\8/-0271 in'
<br />
<br />A = 0600 in.l'IiT = 0.706 pH
<br />I = +0.610/-0.423 in.'
<br />
<br />A = 0.60 in.l
<br />
<br />'liT = 0.717 pH. ,
<br />I = +0572/-0.46 in.
<br />
<br />A = 0.76 in.l
<br />WT = 0.717 p.Lf. I
<br />I = +0.781/-0.711 n.
<br />
<br />TABLE 1 MAX. R()o)' PAN SPANS FOR CARPORTS, SCREEN Ie '.IN'rt ROOMS
<br />AlUt.llNINUl.I INOUSTRY STANDARDS ALLOY 3105 H-14 Ie H-25
<br />PAN SIZE FOR PAN $PAN usr = .11'/2 + 0 H." SEE DRAI'MjGS .
<br />10.X 12"X 0.026.__NO DH ____J O.H.____j OH___uJ OH_
<br />100 MPH W. LOAD 14'- 3' 14'- 5' 14'- 9' 15'- 5"
<br />liD t.lPH W. LOAD 12'- 11' 13'- 1" 13'- 6' 14'- 2"
<br />120 MPH W. LOAD 11'- 11" 12'- l' 12'- 6" 13'- 3"
<br />JO.X 12"X 0032' __________________________________________
<br />ioo MPH w. LOAD 16'- 6" 16'- 8' 17'- 0" 17'- 6"
<br />110 MPH w. LOAD 15'- 0" 15'- 2' 15'- 6" 16'- 1"
<br />120 MPH w. LOAD IJ- 10' 13'- 11" 15'- 4' 16'- 0"
<br />
<br />NOTE: sm~ING f5 THE PAN 'M:B8ING [S RECOMt.lENDED r sm~ING IS NOT
<br />PRO'.lDED W/llC, 1/2" SCREWS \) 2' DC. THEN REDUCE THE ABOVE
<br />SPANS BY 20~ EXAt.lPLE; 3.0"X In 0026' 'N/ NO O.H. SPAN 11'- 3',
<br />(100% - 20~) = 1125', 080 = 9.0' = 9'- 0'
<br />
<br />MANUFACTURERS PROPRIETARY SUPPLIES
<br />
<br />TABlE 1 MAX. ~ SYSTEM SPANS FOR ROYAL ALUMIN!JJ./ SUPER PANS USED ON
<br />SCR(ENj'v1N'rt ROOMS Ie CARPORTS(()"(N BUILDINGS)
<br />PROO\JCT PATENT' 4,918,898S
<br />ALUMIN'NUl.I ALLOY 3105 H-28 MINIMUl.I Y1ELD 30,000 PSl
<br />PAN SlZE FOR PAN SPAN USE = 'W/2 + O.H." s[E DRAWINGS .
<br />'MND LOADS ON OPEN BUILDINGS S1J~ AS SCREEN/VlN'rt ROOMS Ie CARPORTS
<br />2Sx 12"X 002L____NO O.H_______I' OH______2' 0 H._______3' OH_
<br />100 t.lPH W. LOAD 16'- 5" 15'- 6" 15'- 10" 17' - 4'
<br />110 MPH w. LOAD 14'- 10. 14'- 11. 15'- 3. 15'- 10"
<br />120 I.IPH W. LOAD 1)'- 11' 14'- I' 14'- 5' 15'- 0"
<br />
<br />2SX 12'X 0028___________________________________________
<br />100 t.lPH w. LOAD 18'- 11. 19'- 0' 19'- 4' 19'- 9'
<br />110 f.lPH W. LOAD 17'- I' 17'- 2. 17'- 5' 18'- 0'
<br />120 f.lPH W. LOAD 16'- 1" 15'- 3' i5'- 7" 17' - I'
<br />
<br />2.5"X 12"X 0030_________________________________________
<br />100 MPH W. LOAD 19'- 10' 19'- ,," 20'- t 20'- 7"
<br />110 MPH 'II LOAD 17'- 11. 18'- 0" 18'- J. 18'- 9.
<br />120 MPH W. LOAD 16'- 10" 17'- 0' 17'- J. 17'- 10.
<br />
<br />2.5"X 12"X 0.036________________________________________
<br />100 MPH W. LOAD 21'- 7. 21'- 8" 21'- ,," 22'- 4'
<br />110 MPH w. LOAD 19'- 5. 19'- 8" 19'- 11' 20'- 4'
<br />120 t.lPH W. LOAD 18'- 5" 18'- 6' 18'- 10' 19'- 3"
<br />
<br />48" x 3" x 3105-H14 COMPOSITE PANEL
<br />
<br />.t- f 48" i
<br />1['11['['1'11"1'11"11[1,'[1"1',11[,1""11,',1[11"',11'1',111 <
<br />r
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<br />
<br />0024" : leff m 0.744 in'/ It P.I.~El CONN(Cll~ D(TAlINC1D(NTAL
<br />0032" : lelf = 0871 in.' I fl TO SP~
<br />15 , EPS CORr DEN'3I TY
<br />
<br />48" x 4" x 3105-H14 COMPOSITE PANEL
<br />
<br />.t- f 48" i
<br />11'1'1'['11,1,1,',',',1111',1,1,',11'1'[1,'1'111'1',',',111111'11 <
<br />r
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<br />....
<br />
<br />002~' : lef! . 1032 n. II fl P~El CDNN(Cll~ ct:TAl INC!D(NTAL
<br />0032" : leff = 1.100 n.' / It 10 SP~
<br />lS I EPS CORr DENSlTY
<br />
<br />M ANUF ACTURERS PROPRIETARY SUPPLIES
<br />
<br />TABLE 1: MAXIt.lUY ROOf SPANS FOR ELITE PANEL PRODUCTS INC. OR
<br />STRUCTURAL PANELS, [NC
<br />ALUMINUM COMPOSITE PANElS STANDARD PANEL W/ALUMINUIoI SHEATHING
<br />3105-HI4;'H-25 ALLOY 10 I EPS CORE DENSITY
<br />'MND LOADS
<br />SCREEN &: VlN'rt ROOMS, CARPORTS, AND OTH(R (),,(N BUILDINGS
<br />3', 0.019" ______NO_OH._______l'_OH._____2'_O H______LOH_
<br />100 MPH w. l. 14'- 7" 14'- 8' 15'- 1" 15'- 9'
<br />110 MPH W. l. 13'-~" 1J'- 5' IJ'- 11' 14'- 7"
<br />120 MPH W. l. 12'- 4. 12'- 6' 12'- 11' 1)'- 8.
<br />
<br />3", 0024"______________________________________
<br />100 MPH W. L. 17'- 9" 17'- II" 18'- 3" 18'- 9'
<br />110 MPH W. l. 15'- 3' 16'- 4' 15'- 9. 17'- 4.
<br />120 t.lPH W l. 15'- 0' 15'- 2' 15'- 7" 16'- 2'
<br />
<br />3', 0.032'______________________________________
<br />100 MPH W. l. 20'- 7. 20'- 9" 21'- 0' 21'- 6"
<br />1'0 I.lPH W. l. 18'- 10. 18'- 11" 19'- 4' 19'- 10'
<br />120 MPH W. l. 17'- 5. 17'- 5" 17'- 10' 18'- 5.
<br />
<br />DEAD + LIVE LOAD Ie OR/SNOW LOAD (INCLUOES 2 fI~ DEAD LOAD)
<br />ALL BUILDING TY?ES
<br />
<br />3'x 0.019"__________________________________________
<br />221N 12'- o' 12'- 2. 12'- 8' 13'- 5'
<br />321/SF 10'- 0' 10'- 9' 10'- 9' 11'- 8.
<br />57f/Sf 7'- 6" 7'- 9. 8'- 6" 9'- 7.
<br />
<br />J", 0.024.__________________________________
<br />22f/~ 14'- 8' 14'- 10" 15'- 3" 15'- 10'
<br />32fN 12'- 2" 12'- 4' 12'- 10' 13'- 7.
<br />57f/~ 9'-'. 9'- 4' 9'- 11" 10'- II'
<br />
<br />J",O.032'____________________________
<br />22f/Sf 17'- o. 17'- 2" 17'- 6' 18'-'.
<br />32f/Sf 14'- 2' 14'- 3' 14'- 8" 15'- 5"
<br />57,/SF 10'- 9" 10'- 10' 11'- 5. 12'- 4.
<br />
<br />POST:
<br />J" , 3" , 0 060. 606J 0.72 1.19
<br />$CALL (PED 16
<br />J" . 3' , 0093" 6063 1.08 1.19
<br />$CALL (PED T6
<br />3. , J" , 0.125' 606J 1.44 1.17
<br />SCAlL CffD T6
<br />4" , 4" ,0.125" 6063 1.94 1.58
<br />$CALL CffO 16
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