|
<br />HOST STRUCTURe OR fACIA & StlB-fACiA CONNECTlON RWJ'R[MENTS fOR VARlooS
<br />LOAD CONOlnONS
<br />
<br />LOo\D CONDnJONS
<br />'MND ,HoaTY LOADS OCAD + l!\{ LOADS
<br />
<br />GlASS RO<JMS
<br />HOST STRUCTURe 100 MPH liD MPH '20 MPH 221/SF 321/SF 5711SF
<br />1. CONCRETE 1/."x1-1/8" CONCRETE SCREWS 0 12" OC.------>2 0 l' OC
<br />2, WOCIJ FRAME 1/."x2' LAG SCREWS 0 6" O,C,------------>2 I) l' OC.
<br />
<br />SCREEN, WfYl., AND CARPORTS
<br />HOST STRUCTURE 100 MPH 110 MPH 12'J MPH 2211SF 3211SF 5711SF
<br />1, CONCRETE 1/.",'-1/8" CONCRETE SCREWS I) 12" OC.---u->2 0 l' O,C,
<br />2. WOCIJ FRAME 1/4"x2' LAG SCREWS 0 12' OC.-------u-->2 0" O,C.
<br />
<br />NOTES; WOOD STRUCTURES SHooLD CONNECT TO TRUSS BUns OR THE SUB F AClA
<br />rRAJ.jING 'MHERE POSSiBlE ONL Y 15~ Cf SCREWS CAN BE OUTSiOE THE
<br />TRUSS BUT1'5/sua fACIA AND THOS[ AREAS SHALL HA'vt DOOBtE ANCHORS
<br />
<br />AlL SCREWS INTO THE HOST STRUCTURE SHALL HA'vt lAIN 1-1/." WASHERS
<br />OR SHALL BE WASHER HEo\DtD SCREWS.
<br />
<br />12" x J" x 3105-H14 RISER PANEL
<br />1 r 075" t
<br />
<br />[7
<br />!
<br />
<br />PRCi'l:RllfS
<br />
<br />12"
<br />
<br />]
<br />1
<br />
<br />0.02.'
<br />
<br />0032"
<br />
<br />12" X 3" x 3005-H28 RISER PANEL
<br />1 r 0.75" t
<br />
<br />[7
<br />!
<br />
<br />PRCI'ER T( S
<br />
<br />It
<br />
<br />I
<br />1
<br />
<br />0032"
<br />
<br />12" x 3" x 3105-H14 RISER PANEL
<br />-r r 0.75' t
<br />
<br />[7
<br />!
<br />
<br />PRCi'l:RTlS
<br />
<br />12'
<br />
<br />]
<br />1
<br />
<br />0,0.0"
<br />
<br />A . 0,480 itl WT . O,~. p,U.
<br />, . +0.4:\8/-0271 in.'
<br />
<br />A '" 0600 itl WT = 0.706 pH
<br />I = +0,610/-0.423 in'
<br />
<br />A '" 0,60 in.l
<br />WT '" 0.717 pH.
<br />I . +0,572/-0.46 in.'
<br />
<br />A'" 0.76 in.l
<br />WT '" 0.717 pH. ,
<br />I '" +0.781/-0.71' in.
<br />
<br />TABlE 1 MAX. ROCf PAN SPANS FOR CARPORTS, SCREE,~ & \1NYl. ROOMS
<br />AlUMININVt.I INDUSTRY STANDARDS ALLOY 3105 H-14 & H-25
<br />PAN SlZE FOR PAN SPAN Us[ = '1'112 + O,H," SH DRA'MNGS .
<br />JO-X 12-X 0.026' __NO OH____-" O.H____j OH_____3' OH_
<br />100 MPH VI. lOAD 14'- 3" ,.'- 5' '4'- 9" 15'- 5'
<br />110 MPH W, lOAD 12'- 11" 13'- t" 13'- 6" 1.'- 2'
<br />120 MPH 'II, LOAD 11'- 11" 12'-" 12'- 6' 13'- 3"
<br />
<br />3.0'X 12"X 0,032"______________________________________
<br />100 MPH 'II, LOAD 15'- 6" 16'- 8' 17'- 0' 17'- 5"
<br />110 MPH 'II, LOAD 15'- 0" 15'- 2" 15'- 5" 16'- I"
<br />120 MPH 'II, lOAD 13'- 10' 13'- 11" '5'- 4" 15'- 0"
<br />
<br />NOTE: STITCHING Cf THE PAN 'M:B8ING IS RECOMMENDED. If STITCHING'S NOT
<br />PROV1DtD I'll I lOx '12" SCREWS 0 2' O,C. THEN REDUCE THE ABO\{
<br />SPANS BY 20%. EXAMPLE; 3.0'X 12'X 0025" '/1/ NO OH. SPAN 1"- :rx
<br />(IOO~ - 20ro) '" 1125'x 080 '" 90' = 9'- 0"
<br />
<br />MANUF ACTURERS PROPRIETARY SUPPLIES
<br />
<br />TABlE 1 MAX. ROO' SYSTEM SPANS FOR ROYAL ALUMIMJM SUPER PANS USED ON
<br />$CR[ENfv1N)t RO<JMS &: CARPORiS(OPEN BUILDINGS)
<br />PROOUCT PATENT I .,918,898S
<br />ALUMININVt.I ALLOY 3105 H-28 MINIMVt.I 'Y1ELD 30,000 PSI
<br />PAN SlZE FOR PAN SPAN USE = ''/112 + O,H," SIT ORA'MNGS .
<br />'MND lOADS CN ()P[N BUILDINGS SUCH AS SCREEN/';1N)t ROOMS &: CARPORiS
<br />2.5"X 12'X 002L___NO O,H.______l' OH,____j OH.______S OH._
<br />100 MPH 'II, lOAD 16'- 5" 16'- 5" 15'- 10' 11- 4'
<br />"0 MPH 'II. LOAD 14'- 10" 14'- 11" 15'- 3" 15'- 10"
<br />120 t.lPH ,//, LOAD 13'- ,," 14'- 1" 14'- 5" 15'- 0"
<br />
<br />2S"X '2"X 0028_______________________________________
<br />100 t.lPH ,//, LOAD 18'- 11" 19'- 0" 19'-." 19'- g"
<br />110 MPH ,//, LOAD 17'- I" 17'- 2" 17'- 5" 18'- 0"
<br />12'J MPH ,//, LOAD 16'- 1" 15'- 3" 15'- r '1- I"
<br />
<br />2.5'X 12"X 0,030________________________________________
<br />100 I.IPH '//. LOAD 19'- 10' 19'- 11' 20'- 2' 20'-]-
<br />liD MPH 'II LOAD 17'- II" 18'- 0" 18'- 3" 18'- g"
<br />120 MPH ,//, lOAD 16'- 10" 1]'- 0" 17'- 3' 11- 10"
<br />
<br />2,5"X 12"X 0,036__________________________________
<br />100 MPH ,//, lOAD 21'- 7' 2"- 8" 2"- 1" 22'-."
<br />110 MPH 'II, LOAD 19'- 6" 19'- 8" 19'- 11' 20'-."
<br />120 t.lPH '//. LOAD 18'- 5' 18'- 6' 18'- 10' 19'- 3"
<br />
<br />48" x 3" x 3105-H14 COMPOSITE PANEL
<br />
<br />f 48" r
<br />
<br />./.-- I, J 1'1'1'1' II,', '11111' 1"'11,1,11'1 J 1'1 '1'1'1'1'111',111 1',1 ,'II <
<br />r
<br />
<br />:....
<br />
<br />0024' : loff = 0,744 in'/ It PmG. CONN[C~ DEiAllNODENiAl
<br />0,032" : loff = 0871 it '/ It iO SPAN
<br />1.5 I EPS CORE (i(N';lTY
<br />
<br />48" x 4" x 3105-H14 COMPOSITE PANEL
<br />
<br />f ~8' r
<br />
<br />./.-- 11'1'1'1',',',111,',','1'1 ','III '1'1',','1'1','1',' ,'t' 1'11"1111 <
<br />r
<br />
<br />,
<br />.
<br />
<br />0.024" : teff . 1,032 it '/ It PANEL CONNEC~ OCTAl INCI[)(NTAl
<br />0032" : leff'" 1,100 in.'1 It TO SP!.N
<br />1.5 I EPS CORE DENSITY
<br />
<br />MANUFACTURERS PROPRIETARY SUPPLIES
<br />
<br />TABLE 1: MAXlt.lUII ROO' SPANS FOR ELITE PANEL PROQUCTS INC, CR
<br />STRUCTURAL P A.'IELS, INC,
<br />ALlJI.lINVM COMPOS/iE PANELS STANDARD PANEL 'II/ALUYINVI.l SHEATHINC
<br />3105-HI4~-25 ALLOY 10 I EPS CCRE DE~SlT't'
<br />W1ND lOADS
<br />SCREEN &: V1Nlt ROOt.lS, CARPORiS, AND OTHER OPEN BUILDINGS
<br />3' x 0019" ____NO_OH,______,' _OH.____2' _OH.______3' _OH_
<br />100 MPH 'II, L '4'- 7' 14'- 8' 15'- I" 15'- 9"
<br />110 lAPH ,//, L '3'-.' 13'- 5" lJ'- 11' ,4'- 7"
<br />120 MPH ,//, L 12'-." 12'- 6' 12'- II" 13'- 8"
<br />
<br />J"x 0,024'__________________________________
<br />100 t.lPH 'II. L 17'- 9" 17'- 11" 18'- 3" 18'- 9"
<br />110 MPH ,//, L 16'- 3" 15'-." 16'- 9' 17'- 4"
<br />120 MPH 'II, L 15'- 0" 15'- 2" 15'- 7" 16'- 2"
<br />
<br />3'x 0,032"________________________________
<br />100 MPH 'II. L 20'- 7" 20'- g' 21'- 0" 21'- 6"
<br />110 lAPH '//. L. 18'- 10" 18'- 1'" 19'-." 19'- 10'
<br />120 MPH 'II, L 17'- 5" 11- 5" '1- 10' 18'- 6'
<br />
<br />DEAD + U\{ lOAD &: OR/SNO'// LOAD (INQUDES 2 {/sr OCAD LOAD)
<br />ALL BUILDING i)'pES
<br />
<br />3"x 0019" _________________________________
<br />22IISF - 12'- 0" 12'- 2' 12'- 8" 13'- 5'
<br />321lsr 10'- 0" 10'- 9" '0'- 9" 11'- 8-
<br />5711SF 7'- 6' 7' - 9" 8'- 6' 9'- 7-
<br />
<br />3'x 0,024"_____________________________
<br />22IISF 14'- 8" ,4'- 10" 15'- 3- 15'- 10"
<br />3211SF 12'- 2" 12'- 4" 12'- '0" 13'-]-
<br />5711SF 9'-" 9'-." 9'- ,," '0'- I"
<br />3" x 0032"
<br />221/sr
<br />321/SF
<br />571/SF
<br />
<br />17'- 0"-'1-=--2';--,7'- 6"--18::-,.-----
<br />14'- 2- 1.'- 3" 14'- 8- 15'- 5'
<br />'0'- 9" 10'- 10" '1'- 5" '2'-.'
<br />
<br />POST:
<br />r x 3" x 0060" 5063 0.72 ',19
<br />$CALL Ci'l:0 T6
<br />3" x 3" x 0093" 5063 108 1,19
<br />$CALLePED T6
<br />r x 3" , 0.125" 6063 l,H 1.17
<br />SCALL ePED i6
<br />4" x .' x 0.125' 6063 1.94 1.58
<br />SCALL Ci'l:D 16
<br />
<br />MEETS ll{E R~OU1RE:lt8"rra'
<br />OF CHAP'TEP '205 SBe Hm m
<br />
<br />DA T[ REV1SlOOS CHK
<br />1194
<br />
<br />~~
<br />
<br />"" ""
<br />~6z2
<br />uod~..c:
<br />zo..,::~o
<br />~~iOl:;
<br />~~~V'\z
<br />_:&:r;O
<br />~o~~c5
<br /><=zBBg
<br />c5~iEiE
<br />o~~~&
<br />~~~9u
<br />I--~~'=ivi
<br />~~21-G:~
<br />uz>-o~
<br />~~~~"'~
<br />:c --<)-
<br />~w~~:::I&
<br />~~o<=c5u
<br />~i~~"'~
<br />c5:5~~lX~
<br />~~8-~::>
<br />~~~~g~
<br />~t5~~~
<br />-&H"
<br />~~g~~~
<br />
<br />~~
<br />~~
<br />tj~
<br />!5
<br />:3....
<br />::x~
<br />~~
<br />rEg;
<br />~a
<br />o is!
<br />""~
<br />~u .
<br />1!:~1
<br />~~~
<br />tsffi",
<br />':iolS!
<br />\!~G
<br />""z::>
<br />""""eo
<br />i!:v;V'J
<br />
<br />(/)
<br />0::
<br />UJ
<br />>
<br />o
<br />o
<br />o
<br />::;
<br />o
<br />(/)
<br />
<br />~
<br />B
<br />
<br />g"~
<br />J~
<br />~
<br />~
<br />. u
<br />.0 g at
<br />
<br />~~ ~
<br />~~~
<br />~ ~tJs
<br />(g I~~;!
<br />@) ~~~.
<br />~ ~Ig~
<br />r;p,J",--~
<br />dl/~2~f
<br />Lf~9~/
<br />
<br />SEAL
<br />
<br />~TI
<br />
<br />~cc
<br />
<br />~ 3
<br />
|