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<br />HOST STRUClURE OR FACIA & SUB-f ACtA CONNECTION REQUIREMENTS fOR VARIOUS
<br />LOAD CONDlnONS
<br />
<br />LOAD CONOI TlONS
<br />'MND ~LOOTY LOADS OCAD + LM LOADS
<br />
<br />GtASS ROOMS
<br />HOST STRUClURE 100 MPH 110 MPH 120 MPH 221/'Y 321/'Y 571/'Y
<br />1. CONCRETI 1/.",1-1/8" CONCRETI SCREWS \)12" OC.------>2 \)1' OC,
<br />2, WOCfJ FRAME '/4",2" LAG SCREWS \) 6" O,C,------------>2 @ I" OC.
<br />
<br />SCREEN, V1N'1t, AND CARPORTS
<br />HOST STRUCTURE 100 MPH 110 MPH 120 MPH 221/'Y 321/'Y 571!Sf
<br />1. CONCRm 1/."1-1/8" CONCRETI SCREWS \) 12" 0C.--n-->2 \)1' OC,
<br />2. WOOD fRAME I/.'x2' LAG SCRE'IIS \) 12' 0.C.----------->2 \)1' O.c.
<br />
<br />NOTES: \YOOO STRUClURES Sl100LD CONNECT TO TRUSS BUns OR THE SUB FACIA
<br />fRAMING 'M1ERE POSSIBLE ONL Y 15~ ~ SCREWS CAN 8( OOTSlDE THE
<br />TRUSS BUm/SUB FAClA AND THOse: AREAS SHALL HA~ DOOBLE ANCl10RS
<br />
<br />AU SCREWS INTO THE HOST STRUClURE Sl1ALL HAY[ MIN 1-1/4" '/IASl1ERS
<br />OR SHALL BE WASl1ER HEADED SCREWS.
<br />
<br />12" x 3" x 3105-H14 RISER PANEL
<br />1 r 075" t
<br />
<br />[7
<br />1
<br />
<br />PRCf'l:RT1[S
<br />
<br />12"
<br />
<br />J
<br />1
<br />
<br />0.02.'
<br />
<br />0,032"
<br />
<br />12" x 3" x 3005-H28 RISER PANEL
<br />1 r 075" t
<br />
<br />[7
<br />1
<br />
<br />ffi1Y( R TI[ S
<br />
<br />12'
<br />
<br />I
<br />1
<br />
<br />o 032"
<br />
<br />12" x 3" x 3105-H14 RISER PANEL
<br />1 r 075" t
<br />
<br />[7
<br />1
<br />
<br />PR<.nRTI[S
<br />
<br />12'
<br />
<br />I
<br />1
<br />
<br />0,040"
<br />
<br />A _ 0,480 n.2 WT - 0,56. p,l.f.
<br />I - +0.43B/-0271 in'
<br />
<br />A = 0,600 it1 WT = 0.706 pH,
<br />I = +0.610/-0.423 ,,'
<br />
<br />A _ 0,60 ..,2
<br />WT = 0.717 pH. .
<br />I = +0572/-0.46 ...
<br />
<br />A _ 0.76 ...2
<br />WT - 0.717 p,l.f. .
<br />1 = +0.781/-0.711 ...
<br />
<br />TABLE 1 MAX. ROOf" PAN SPANS fOR CARPORTS, SCR[[~ !< \',,,," ROCYS
<br />ALUMININUY INOOSTRY STANDARDS ALLOY 3105 H-14 !< "<:
<br />PAN SIZE fOR PAN SPAN use: = "'/1/2 + OH: SEE JRAMNCS .
<br />10"X 12"X Q,026"__NO O.H.___-" O,H.____j 00_____3' OH_
<br />100 MPH W. lOAD 14'- J" 14'-~" 14'- 9" 15'- 5'
<br />110 MPH 'II, LOAD 12'- II" 13'- I" 13'- 6' 14'- 2"
<br />120 I.IPH '1/, LOAD 11'- II" 12'- I" 12'- 6' 13'- 3"
<br />3.0"x '2"X 0,032"___________________________________,________
<br />100 I.IPH '1/, LOAD 15'- 6" 16'- 8" 17'- ," p'- 6"
<br />110 MPH 'II. LOAD 15'- 0" 15'- 2" 15'- 6" '6'-'"
<br />120 I.IPH '1/, LOAD 13'- 10" 13'- II" 15'- 4" 16'- 0'
<br />
<br />~OTI: S11T(}IING ~ T11E PA.'l WEB8ING IS RECOl,jl.lENDtD :r snT(}I,NG :S ~OT
<br />PRO'ADED 1'111 lOx 1/2" SCREWS \) 2' OC, THEN REDUCE THe ABO,f
<br />SPANS BY 20:t EXAI,jPLE; JO"X In 0026" WI ~O 00, SPAN 11'- 3",
<br />(WOr. - 20r.) = 11,25', 080 = 9,0' = 9'- 0"
<br />
<br />MANUF ACTURERS PROPRIETARY SUPPLIES
<br />
<br />TABLE 1 MAX. ROOf SYSTIt.I SPANS fOR ROYAL ALUMINUU SUPER PANS USED ON
<br />SCRrENfv1Nli. R1JOI,4S !L CARPORTS(OPEN BUILDINGS)
<br />PR()()lJCT PATENT I 4,918,8985
<br />ALUt.lININUY ALLOY 3105 H-28 MINIMUU '11HD 30,000 PSI
<br />PAN SIZE fOO PAN SPAN USE = "'11/2 + O,H," SEE DRA'MNGS ,
<br />\\IND LOADS ON OPEN BUItDINGS SUCH AS SCR(ENI'<1N11. ROOMS & CARPOOTS
<br />2Sx 12"X 0022_____NO O,H.______l' OH_____j OH,_______3' OH_
<br />100 I,(PH 'II, LOAD 16'- 5" 16'- 6" 16'- 10' 17'- 4"
<br />110 MPH '/I, LOAD 14'- 10" 14'- 11" 15'- 3" '5'- 10"
<br />120 MPH 'II, LOAD 13'- 11' 14'- 1" 14'- 5" 15'- 0'
<br />
<br />2Sx 12"X 0028_____________________________________________
<br />100 MPH 'II, LOAD 18'- 1'" 19'- 0" 19'- 4' 19'- g'
<br />110 MPH 'II, LOAD 17'- I" 17'- 2" 17'- 6" 18'- 0"
<br />120 MPH '/I, LOAD 16'- 1" 16'- 3" 16'- 7" 17'- I"
<br />
<br />2.5"X 12"X 0 030 ______________ ______________________________
<br />100 MPH 'II, LOAD 19'- 10" 19'- 11" 20'- 2" 20'- 7"
<br />110 MPH 'II LOAD 17'- II" 18'- 0" 18'- 3" 18'- 9"
<br />120 I,jPH 'II, LOAD 16'- 10" 17'- 0" 17'- 3" 17'- 10"
<br />
<br />2,5"X 12"X 0036__________________________________________
<br />100 f,lPH 'II, LOAD 21'- 7" 21'- 8" 21'- II" 22'- 4'
<br />110 MPH 'II, LOAD 19'- 6" 19'- 8" 19'- II" 20'- 4"
<br />120 I,(PH 'II, LOAD 18'- 5" 18'- 6" 18'- 10" Ig'- 3"
<br />
<br />48" x 3" x 3105-H14 COMPOSITE PANEL
<br />
<br />~ f 48" r
<br />11/111'1'1'1'1'1'1'1'1'1'1'1'1'1'111'1','1','1','1',1,")"1'1'11 <
<br />r
<br />
<br />'.r,
<br />
<br />0024' : lelf = 0,7" 'rl,./ II. PA.NEl C~NEcn~ DETAt INCiDENTAL
<br />0032" : lell - 0871 n.'/ II. 10 SPAN
<br />1 S , EPS COR!: DENS! TV
<br />
<br />48" x 4" x 3105-H14 COMPOSITE PANEL
<br />
<br />~f 48" r
<br />11','1'1'1'1',1,11','1'1'1'1111,1,'1'1'1'11111',1,'1',','1'1'1'11 <
<br />r
<br />
<br />....
<br />
<br />0,024' : :.11 = 1.032 'no '/ II PANEL CONNECTION DETAl INCiDENTAL
<br />0032" : :.11 = 1.100 "",./ I\. TO SPAN
<br />1,5 I EPS COR!: DENSITY
<br />
<br />MANUFACTURERS PROPRIU ARY SUPPliES
<br />
<br />TABLE 1: MAX!I.IUt.I ROOf" SPA.'lS fOR EUTI PA.NEL PROOw" ''Ie, 00
<br />, STRVClURAL PANELS, INC,
<br />AllJMINUt.I COI.lPOSlTE PANELS ST A."OARD PANEL 'II / ALUMI>.jUl,l Sl1EA THING
<br />3105-HI4;11-25 ALLOY 1,0 I EPS COOf. D[~S;TY
<br />'M~D LOADS
<br />SCREEN &: 'vlN11. R1JOI,4S, CARPORTS, AND OT11[R (yEN 8'cILDI'IGS
<br />3" x 0,019" _____NO_OH,______I' _ox ______LOx ______LO.H_
<br />100 I.IPH 'II, L. 14'- 7" 14'- 8" 15'-" 15'- g"
<br />110 MPH 'II L. 13'- 4" 13'- 5" 13'- II" 14'- 7'
<br />120 I.IPH 'II, L. 12'- 4" 12'- 6" 12'- II" 13'- 8'
<br />
<br />3', 0024' _____________________________~___
<br />100 MPH W L. 17'- 9" 17'- 11' 18'- 3" :8'- 9"
<br />110 MPH W, L 16'- 3" 16'- 4' i5'- 9' 17'-."
<br />120l.lPH 'II L. 15'- 0" 15'- 2' 15'- 7" 16'- 2"
<br />
<br />3", 0,032"____________________________________
<br />100 MPH 'II, L 20'- 7" 20'- 9" 21'- 0" 21'- 6"
<br />110 f,lPH W, L 18'- 10" 18'- II" 19'- 4" 19'- 10"
<br />120 MPH w, L 17'- 5" 17'- 6" 17'- '0" 18'- 6"
<br />
<br />DEAO + LIVE LOAD &: OR/94ow LOAD (INCtUD[S 2 liSt DEAD LOAD)
<br />ALL BUILDI~G TYFES
<br />
<br />3" x 0019"_______________________ ____________________
<br />2211'Y 12'- 0" 12'- 2" 12- 8' 13'- 5"
<br />321/'Y 10'- 0" 10'- g" '~'- 9" 11'- 8"
<br />5?'N " 7'- 6" 7'- g" :'- 6" 9'- 7"
<br />
<br />3 , 0024 _____________________________________
<br />221!'Y ,4'- 8" 14'- 10" ,:'- 3' 15'- 10"
<br />3211'Y 12'- 2" 12'- 4" ';'- '0" 13'- 7"
<br />571/'Y 9'-'" 9'- 4" ,- 'I" 10'- II"
<br />
<br />3"x 0,032'_____________________________
<br />221/'Y 17'- 0" 17'- 2" q'- 5" 18'-'"
<br />3211'Y 14'- 2" 14"- 3" '4- 8" 15'- 5"
<br />5711'Y 10'- 9' 10'- 10" '!'- 5" 12'- 4'
<br />
<br />POST:
<br />3" , 3" , 0060' 5063 072 119
<br />stALL iYED T6
<br />3" , 3' , 0,093" 6063 1,08 119
<br />stALL Cf'(O T6
<br />3" . 3" .0.125" 6063 1.44 1.17
<br />stALL Cf'I:D T6
<br />4" , 4" , 0,125" 6063 \,94 1.58
<br />stALL Ct'(o T6
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