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<br />HOST S1RtJCTURE OR fACIA &: SUB-fAC1A CONNECTION REQUIREMENTS fOR VARIOUS
<br />LOAD CONDITIONS
<br />
<br />lOAD CONDnlONS
<br />'!lINO VELOOTY LOADS DEAD + U\{ LOADS
<br />
<br />GlASS ROOMS
<br />HOST STRUCTURE 100 IJPH 110 MPH 120 MPH 221/<.;f 321/<.;f 571/<.;f
<br />1. CONCRETE: 1/4.'1-1/8' CONCRETE: SCREWS 0 12" 0.C.------>2 0 l' OC.
<br />2. 'NOCIJ FRA!.IE '/4",2" lAG SCREWS 06" OC------------>2 0 ," OC.
<br />
<br />SCREEN, V1N'It, AND CARPORTS
<br />HOST STRUCTURE 100 MPH 110 !.IPK 120 IJPH 221/<.;f 321/SF 571/SF
<br />1. CONCRETE: 1/4\1-1/8' CONCRETE SCREWS 012' DG.------>2 0 l' D.C.
<br />2. WOOO FRAME 1/4.'2" LAG SCREWS 0 It 0G.uu------->2 0 " O.C.
<br />
<br />NOTES: WOOD STRUCllJRES $HoolD CONNECT TO TRUSS Buns OR THE SUB fACIA
<br />FRA),IING I'fHERE POSSiBlE ONLY 15r. \f SCREWS CAN BE OUTSiDE THE
<br />TRUSS BUlTS/SUB r AClA AND THOS( AREAS SHAll HA \{ DOOBlE ANCHORS
<br />
<br />ALL SCREWS INTO THE HOST STRUCllJRE SHAll HAVE M1N 1-1/4. WASHE~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 />PRMRnES
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<br />
<br />12" x 3" x 3005-H28 RISER PANEL
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<br />PR(;f'ERTIES
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<br />12" x 3" x 3105-H14 RISER PANEL
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<br />0.040.
<br />
<br />A z 0480 nl'oVT z 05€4 pH.
<br />, a +0.438/-0271 in'
<br />
<br />A = 0600 in.l'oVT = 0.706 pH.
<br />I = +0610/-0.423 in'
<br />
<br />A = 0.60 in.l
<br />'oVT = 0.717 p.l.f. ,
<br />I = +05721-0.46 in.
<br />
<br />A z 0.76 in.l
<br />'oVT z 0.717 pH. ,
<br />I = +0.781/-0.711 in.
<br />
<br />TABLE I MAX. ROOf PAN SPANS fOR CARPORTS, SCREEN !t "".~_ RXl.iS
<br />AlUMININUM INOOSTRY ST ANOARDS AllOY 3105 H-: 4 &: ,,-:~
<br />PAN SIZE fOR PAN SPA." US( = "W/2 + O.H." S1:[ DR~fflNCS .
<br />10"X !2"X 0.026.__NO OH___j O.H.____j 0.'1 ____3' OK_
<br />100 MPH W. lOAD ,4'- J' 14'-~. 14'. 9' 15'- 5'
<br />110 IJPH W. LOAD 12'- 11" 13'-'" 13'- 6' '4'- 2'
<br />120 IJPH W. LOAD ,1'- 11" 12'-" '2'- 6' 13'- 3'
<br />JO'x 12"X 0.032'___________________________________._______
<br />100 MPH Vi. lOAD 15'- 6' 15'- 8' 17'- O' I". 6'
<br />liD IJPH W. LOAD 15'- 0" IS'. 2' IS'. 6" 16'."
<br />120 MPH Vi. lOAD 13"- 10" 13'. II' 15'- 4' If'. O'
<br />
<br />NOTE: SnT()jING Cf THE PAN 1Y1B8ING IS RECOMMENDED :r Sl;Ci1iNC IS NOT
<br />PROVIDED 'II/ I lex 1/2' SCREWS 0 2' O.C. THEN REDUCE TH A3C.'t:
<br />SPANS BY 20't EXAMPLE; 3.0'X 12"X 0026' 'III NO OK. SPAN 11'- 3",
<br />(100r. - 20~) = 1125', 0.80 = g.O' = 9'- 0'
<br />
<br />MANUFACTURERS PROPRIETARY SUPPLIES
<br />
<br />TABLE' MAX. ROCf SYSTEM SPANS fOR ROYAL ALUMINUl.i SUPER PANS USED ON
<br />SCREEN/YINYL ROOMS &: CARPORTS(OPEN BUILDINGS)
<br />PROOUCT PATENT 14,918,898S
<br />ALUMININUM ALLOY 3105 H-28 MINIMUM YiELD 30,000 PSI
<br />PAN S1ZE fOR PAN SPAN USE = "'/1/2 + O.H.' S1:[ DRA'MNGS .
<br />IIi...D LOADS ON OPEN BUILDINGS SUCH AS SCREEN/VlN'It ROOMS &: CARPORTS
<br />2SX 12"X 0021.____NO OH.______1' OH.______2' 0 H._______}' OH_
<br />100 MPH W. lOAD IS'. 5" IS'. 6' 15'- 10' 17'- 4"
<br />110 IJPH '/I. LOAD 14'- 10" 14'- 11' 15'- 3' '5'. 10'
<br />120 MPH '/I. LOAD 13'- 11" 14'- l' 14'- 5' 15'- 0"
<br />25'X 12"X 0028_____________________________________________
<br />
<br />100 IJPH W. LOAD 18'- 11' 19'- 0' ,g'- 4' 19'- 9"
<br />110 MPH W. LOAD 17'. 1. 17'- 2. 17'- 6" 18'- o'
<br />120 MPH w. LOAD 16'. l' 16'- 3" 16'- 7" 17'- l'
<br />
<br />2.S"X 12"X 0030_______________________________________________
<br />100 MPH W. LOAD 19'- 10. 19'- II" 20'- t 20'- 7"
<br />110 MPH w. LOAD 17'- 11" 18'. 0' 18'- J. 18'- g.
<br />120 MPH 'Ii LOAD 16'- 10. 17'. O. 17'- 3" 17'- 10'
<br />
<br />2.S'X"2"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'- 1'" 20'-."
<br />120 MPH 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 />11111111'1'111'111'111111111'111'1'111111111'111111111'1'1'111111 (
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<br />0024": lelf z 0.744 in'l It PANEl CONNECn(lol DETAIlINC\OENTAl
<br />0032" : 1.1f z 0871 n' / It 10 sPAN
<br />15 , EPS CCR!: C-EN'3I1Y
<br />
<br />48" x 4" x 3105-H14 COMPOSITE PANEL
<br />
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<br />0.024' : lelf z 1.032 in.' / II PANEL CONNEcn(lol DETAl INCIDENTAL
<br />0032' : lelf = 1.100 n.' / fl. 10 sPAN
<br />15 I EPS CORE DENSITY
<br />
<br />MANUFACTURERS PROPRIETARY SU:lPLlES
<br />
<br />TABLE 1: l.lAXIMUM ROOf SPANS fOR EUTE PANEL PROQ!lCT< ;"'0. OR
<br />. STRUCTURAL PIJ.'ELS, INC.
<br />AlUlAlNUM COMPOSITE PANELS STANDARD PANEL W/ALUIA;WM SHEATHING
<br />}105-HI4;'rl-2S ALLOY '0 I EPS CORE DENSiTY
<br />'MNO LOADS
<br />SCREEN &: '~N'It ROOMS, CAR?ORTS, AND 01t;[R IYEN BUILDiNGS
<br />3", 0.019' _____NO_O.H.______,' _OH. ______2' _OH______J' _OK_
<br />100 MPH W. L. 14'- 7" 14'- 8' IS'. I' 15'- 9"
<br />110 MPK W L, 13'. 4' 13'- 5' 13'. 11" ,4'- 7'
<br />120 MPH 'Ii l. 12'-." 12'. 6' 12'- II" 13'- 8. ,
<br />
<br />J', 0.024" ___________________________~__
<br />100 MPK W. l. 17'. 9' 17'. II' 18'-}' 18'- g"
<br />110 MPH W. L 15'- J' 16'-.' :6'- g' 17'- 4.
<br />120 IAPH '/I. l. 15'- O. 15'. 2' 15'- 7' '6'. 2'
<br />
<br />}', 0.032'______________________________________
<br />100 IAPH '/I. l. 20'- 7. 20'- 9' 21'- D" 21'- 6'
<br />110 MPK W. L 18'- 10" 18'- 11' 19'- 4' 19'. '0"
<br />120 IJPH 'II. L. 17'- 5" 17"- 6' 17'- '0" 18'- 6'
<br />
<br />DEAD + U\{ LOAD &: OR/SNOW LOAD (INClUDES 2 #/SF DEAD LOAD)
<br />All BUIlDI~,G TYPES
<br />
<br />3'x 0019"___________________________________________
<br />22//SF 12'- 0" 12'- 2' 12.- o' 13'- 5"
<br />321/SF 10'- 0' 10'- 9' '~'- g' 11'- 8.
<br />S711SF 7'- 6' 7'- 9" :'- o' 9'- 7.
<br />3', 0024.
<br />221/SF ----14C8~-14'~'O"----.-:.,::-3~.---15~,o__----
<br />321/SF 12'- 2. 12'- 4' ! 2 - '0" lJ'- 7"
<br />S71/SF 9'- 1. g'. 4' ". 10'- 11.
<br />
<br />J'x 0.032'_______________________________
<br />nt/SF 17'- 0" 17'. 2' n' 6" 18'-'"
<br />321/SF ,4'- 2" ,4'. 3' '4- 8" 15'- 5"
<br />S71/SF 10'- g. '0'. 10" 1!'_ 5' 12'- 4'
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