|
<br />TABlE 4: MAX. RW' AAf.A roo Al.UMWU CARroIT POST
<br />roo AllOWABLE R~ AREA US{ "lR\8IJTAAY AAf.A OVER POSf
<br />EXAMPlE: S/2 .. 7' & '*/2 .. 6', + 2' O.H, " 7'x ~ " AA(A ($ 56 Sf
<br />POST T'l'P( IW. AlLOW. RO<f AREA roo VAAlOOS T'l'P( POST 1M Sf
<br />DESlGN.J.OADSfil{) 'MND \{LOClTY .J.OADS
<br />POST HeT POST \,lAX , WAU<~ 100 UPH 110 t.IPH 120 Ilf'H
<br />3.x_3..o.06O....R<Xl r~ED.. .
<br />12: - 0: ~,200 -260----347-----289------248--------
<br />16 - 0 3,640 182 243 202 m
<br />2'x_tx_0 093. _OO-2"x_3.dlO50' _EXTRUSION.
<br />7' - 9' 6,960 ~S 454 ----387------331--------
<br />12'- o' 4,060 203 270 226 193
<br />3.x-2'x_0.070' .lXTRlJSlON.
<br />8' - 2' 7,100 ---426-----56"7-----'473------456---------
<br />12'- O' 4,970 249 ))1 276 236
<br />3.x_3".o 060. _SCAlL!YED.
<br />1 I' -10. 8,640 ---.32-----~76------480----. -.,1---------
<br />16'- O' 6,120 306 408 340 291
<br />rx_~/x_O.90" ruBE.
<br />II' -10. - 12,960-----648----864-----720------617----------
<br />16'- o' 9,180 459 612 510 437
<br />3.x_3'x 0.12~. ruBE.
<br />13' - 3. - 13,500------675----900-----750------643---------
<br />16'- 0" 8.000 50J 657 556 H6
<br />4.x_4'x 0.12~. ruBE.
<br />15' - 9. - 23,200-----11S-4----I588----129f----lioo-----------
<br />20' - o' 18,430 921 1229 1024 878
<br />. AlLOY 6063 T - 6
<br />II AlLOY 3105 H16
<br />
<br />TABlE 5: ISCUTED rOOTINGS
<br />MAXJJ.lUl.l ROOf AAf.A IN Sf roo CARPCRT POST W/ I$CUTED roonNG
<br />roo BUOW LISTED 'MNO II[LOOTY UPlIFT LOADS
<br />FOOn'lG TYPE & SIZE 100 MPH 110 MPH 120 MPH
<br />POORCD COOCRf. TE
<br />l'-O'x 1'-O'X 1'-0" 29 2~ 21
<br />1'-4"X 1'-4"X 1'-4" 86 72 61
<br />1'-6"X 1'-6"X t-O' 163 136 116
<br />1'-S'X l'-s.x t-o. 187 156 '34
<br />1'-S'X 1'-S'X 2'-6" 275 m 196
<br />i -O"X 2' -O"x i -0' 346 288 257
<br />2' -6"X 2' -6.X 2'-6. 463 386 331
<br />
<br />PRE-CAST $LAB w/ 80' SACK-cr:ETE t BACl<f'1lL 0V1:R SlAB
<br />1'-4"X 1'-4"X 2'-4. 117 97 56
<br />
<br />TABlE 1 MAlClIUW ROCf SPANS fOR ruTE PANEL PROOUCTS INC. OR
<br />5 TRUC ruRAl PANElS. INC.
<br />,'lUI.llN\Jl.I w.lPOSlTE PANElS STANDARD PANEl wi AlUMINUU SHEATHING
<br />3IOS-HI4/H25 AllOY 1.0 I EPS C~ DENSITY
<br />\\mO LOADS
<br />SCREEM ,00 Wf11. ROOI4S. CARPORTS. AND OTHER CffN fllJllOlNGS
<br />3' x O.Olg' NO O.H. I' O.H, t O.H.
<br />100 I.I~ W. LOAD 14' - r 14'-8. 15'-1.
<br />110 IolPH W. LOAD 13'-4' 13'-5. 13'-11.
<br />120 IAPH w. LOAD 12'-4. 12'-6. '2'-11.
<br />3' x 0.024.
<br />100 IAPH W, LOAD
<br />110 t.CPH W. LOAD
<br />IZO I.IPH W. LOAD
<br />3' x 0.032.
<br />100 I.lPH W. LOAD 20'-7. 20'-9. 21'-0" 21'-6"
<br />110 t.CPH W. LOAD lS'-10' IS'-11" 19'-4" 19'-10'
<br />120 IAPH W. LOAD 17-~' 17-6. 17'-10' 18'-6.
<br />
<br />D(AO AND UVE LOAD !4NO/OR SNOW lOAD (INClUDES 2 ,/Sf DEAD LOAD)
<br />3. x 0.01g. NO O.H. I' O.H. 2' O.H. J' O.H.
<br />221/S.r, 12'-0" It-Z' 12'-8" 13'-5.
<br />32 , I $I, 10'-0" 10'-9" 10'-9" "'-8'
<br />57 1/ S1, 7-6' 7'-9. 8'-6" 9'-7"
<br />3" x 0024.
<br />22 , I s.r.
<br />32 , / SJ,
<br />57 , / $I.
<br />3" x 0.032'
<br />22 I / $.f.
<br />32 I / SJ.
<br />57 I j $I.
<br />
<br />HOST STRIJ~ruRE OR f~aA & SUB-f~ClA COONEcn~ RCOU\RCl.IEtHS r~ VAAIOOS
<br />LOAD cCtlOln~s
<br />
<br />TABlE 2: MAX. ROCf' BfAW SPANS fOO CARP<Rrs. SCREEN" \1NYl ROOWS
<br />AND OTHER <nN STRUCruRCS w/ ~QID ROOfS 6063 T-6 AlLOY
<br />
<br />LOAD C()Iom~s
<br />'MHO 'vUOClTY LOADS D(AD ... UVE LOADS
<br />
<br />GlASS ROC\oIS
<br />HOST STRVClURE 100 t.IPH 110 I.CPH '20 t.IPH 221jSf J21/SF 571/Sf
<br />1. CONCRETE 1/4'xl-I/8' C<lK:RETE SCREWS 0 12' o.C.--u-->2 0 I' O.C.
<br />2. \'KlOO fRAJ.lE 1/4"x2. lAG SCREWS 06. 0.C.--u---u--->2 0 ,. OC.
<br />
<br />SCREEN, 'vINYl. AND C~TS
<br />HOST 5TRUCruRE 100 MPH 110 MPH 120 t.CPH 221/Sf J21/Sf 571/Sf
<br />1. CONCRf:Tt: 1/4.tI-1/8' CONCRETE SCREWS 0 12' OC.------>2 0 I' O.C.
<br />2. 1'10OO fRAJ.lE '/4"x't' LAG SCREWS 0 12' 0.C.---uu---->2 0 r O.C.
<br />
<br />NOTES; Y.(lOO STRUCTURES SHOULD WJNECT TO TRUSS BUTTS 00 THE sua FAClA
<br />fiWollNG vtiERf; POSSIBlE CM. Y 1~~ r:K SCREWS CA'l BE OOTSlOE THE
<br />TRUSS BUTTS/SUB fAaA ANO THOSE AAf.AS SHALL HAil[ D0081E ANCHORS
<br />
<br />rOR CClAPOSlTE PANElS All SCREWS SHAlL HA'o{ MIN. 1 1/4" WASHERS 00
<br />SHAlL BE WASHER HEADED SCREws.
<br />
<br />BEAM SIZE NOTE: FOR SPAN "I: ON DRAWING JSE WIDTH "Yf /2 + O.H.
<br />2"x J..o.O'$). 'lilT BEAW EXAMPlE: WIDTH = a'/2 + 2'= 9'
<br />'i!IOTH 100 t.IPH W. L 110 UPIl W. L 120 t.lPH W. L
<br />5' 9'- ). 6'- ~. S'- O.
<br />6' 8' - 5. r - 3' r - 4.
<br />r r - 10. r - ,. 6' - 9.
<br />8' r- 4. 6'- r 6'- 4.
<br />9' EXAMPlE 6'- 10. 6'- }' 5'- 11.
<br />10' 6' - 6' 5'- Ii' 5'- a"
<br />II' 6'- }. 5'- ~. 5'- 5.
<br />12' 5'- 11" ;'- ~. ~'- 2.
<br />2'x 4"x O.05O'x nLT 8EAJ.I
<br />5' '" - Y ---------,oo;:-S;--------9':-9;----------
<br />6' 10'- 3" 9'- ~J. S'-11'
<br />r '1- 6. 8'- ,I. S'- 3.
<br />8' 8'-,," 8'- t r- 9"
<br />9' 6'- 5' r- iI' r- 3.
<br />10' 8'- O. 7- ;: 6'-11'
<br />II' 7' - 7" 6'-1\' 6'- 7"
<br />12' 7- 3" 0- . 6'- 3'
<br />2"x 4"x 0.044'x 0.120' S.1.t 8. ___________.._____________________
<br />5' 14'-10. 13'- S' It-IO.
<br />6' 13' - 6. 12'- 4' 11'- 8"
<br />7 12'- 6. 11'- 5' 10'-10.
<br />8' 11'- 8" 10'- 8' 10'- "
<br />9' '\'- O' 10'- " 9'- 6.
<br />10' 10'- 5" 9'- 6' 9'- O'
<br />,,' 10'- 0" 9'- I" 8'- 7"
<br />12' 9'- 6. 8'- E' S'- 3'
<br />tx ~'x O.05O'x 0.120' S.t.l8. __________________________________
<br />5 '7- 6. 16'- a' 15'- 2'
<br />6' 16'- O' 14'- 7' 13'-10.
<br />r 14'-10' 13'- 6' 12'-10'
<br />8' 13'-10. 12'- r 11'- o'
<br />9' 13'- o. 11'-11" 11'- J'
<br />la' 12'- 1. 11'- 9. 10'- 8"
<br />11' 11'-10" 10'- 9" 10'- J.
<br />12' 11'- ,;. 10'- 4. 9'- 9'
<br />
<br />TABlE 1 w.x. ROCf PAN SPANS FOO CARPOOTS, SCREEM &c \1NYl ROC\IS
<br />AlUMlNlNUt.llNOUSlRY STANDARDS AllOY 3105 H-14 &: H-25
<br />PA''4 SIZE FOO PAN SPA'4 USE " "w12 + O.H: Sf.E DRAWlNCS ·
<br />JO"X ltX 0.026" __..NO O.H.____l' O.H._____t 0.H._____3' O.H._
<br />100 IolPH W. LOAD (4'- J. 14'- 5' 14'- 9" 15'- 5.
<br />110 IAPH W. LOAD 12'- 11" 13'- ,. 13'- 6" 14'- 2'
<br />120t.lPHW.LOAD \1'-1\" 12'- I" 11'- 6. 13'- J.
<br />J. O"X 12"X 0.032.
<br />lW t.lPH W. LOAO---ii:~---,6':--B-:---'r:--6'---lr:--6.----------
<br />110 t.lPH VI. LOAD 15'- 0" 15'- 2. 15'- 6' 15'- 1.
<br />120 MPH W. LOAD lJ'-9' 13'-11' 14'-3' 14'-9"
<br />
<br />NOTt: STITCHING ($ THE PAN v.t:OOlNG IS RCC~"'ENOED. If STITCHING IS NOT
<br />PROVlD(O wi IS x 1/2' StnWS 0 2' olC THEN REDUCE lliE ABOVE
<br />SPN'olS BY lOX EXAlAPlE; J.O"X 12"X 0026. VII NO O.H SPAN 11'- 3'x
<br />(100~ - 2O%) = 11.25'x 0.80 = 9.0' = 9'- 0.,
<br />
<br />MANUfAC11JRERS PROPRIETARY SUPPliES
<br />
<br />TABlE I ~AAX. ROOf S'l'Srty SPANS roo ROYAL ALUI.I1NlJY SlJPER PANS US(Q ~
<br />SCR(EN/v'1NYl RQO!.lS ~ ~TS(!YEN BUILDINCS) NO SnTD-lING REOOIRED
<br />PRWUCT PATlIH , 4,918,8985
<br />ALUMIN:Nl'U ALLOY 3105 H-28 MIN:1MoI YIElD 30,000 PSI
<br />PAN $lZE fOR PAN SPA~ tJSE " "W/2 + O.H: SEE DRAWINGS .
<br />WIND LOADS ON !YEN BUIlDINGS SUCH AS SCREENjV1NYl ROC\IS &c CARPOOTS
<br />2.~"X 12";( O.022____JIO O.H._______l' O'H._____-2' O.H.______-3' O.H._
<br />100 f.lPH W. LOAD 16"- 5" 16"- 6' 16'- 10. 17- 4.
<br />110 t.lPH VI. LOAD 14'- 10' 14'- 11. 15'- 3. 15'- 10'
<br />lZO I.IPH W. LOAD 13'- 11' 14'-,' 14'- 5' 15'- O'
<br />2.5.X 12~'( 002S
<br />100 MPH VI. LOAO----'~:-~-:----19~:-O~----19C--40----1~:--~------------
<br />110 t.lPH W. LOAD lr- I' lr- 2. lr- 6. ,~- O.
<br />120 MPH W. LOAD 16'- ,. .6'- 3' i6'- 7" 1r- ,.
<br />2Sx 12"X 0030
<br />100 1w\I'H W. Loii)--' '--;-j':-iO.----.-i9':-,I;--- .-2&----'2o----"i;':-..r------------
<br />lID MPH W. LOAD lr- 11' 18'- O' 18'- 3' :S'- 9"
<br />120 MPH W. LOAD 16'- 10. 17- O. 17- 3' 17- 10'
<br />2Sx 12'X 0.036
<br />100 MPH W. LOAD----21'---7~----i~:--8-:-----21.:',o----2t:--40-----------
<br />110 \.\PH w. LOAD 19'- 6"9'- s' 19'- 1,. '20'- 4.
<br />120 t.cPH w. LOAD '8'- 5. 18'- 6. 18'- 10' 19'- 3'
<br />
<br />TABlE 3: MlNlI.lUl.I NUMBlR r:K SCREWS roo CONNECTi~G BEAMS TO UF'RIQiTS
<br />ALUMINUt.I 6063 ALLOY T - 6
<br />
<br />2'x 6"x OOSO"x 0.120" S.M.8.
<br />5' 20' -6" -----'r:IO;------,8~--9-;-------------
<br />6' 16'-6' 17'-'. 18'-9'
<br />7' 15' -0' 15'-10' 17 -4'
<br />8' 14'-1. 14'-10' 16'-3.
<br />9' IS -3. 14'-0" 15'-4.
<br />10' 11'-5. 13'-3" 14'-6'
<br />11' 12'-0. 12'-S' 13'-10"
<br />12' 11'-6. 12'-1. lJ'-3'
<br />2'x77"x O.OSO"x 0.120' 5.1.1.8. ___________________________________
<br />19'- I" 17'- :,. 16'- 6"
<br />8' 17-10' 16"- .- 15'- 5'
<br />9' 16'-10' 15'- ." t4'- 6'
<br />10' 15'-11. 14'- f 13' - 9'
<br />11' 12'- 2' 13'-1()" 13'- 2'
<br />12' 14'- 6' 13'- :. 12'- 7'
<br />IS 14'- o' 12'- \.' 11'-10'
<br />14' 13'- 6. 12'- ',. 11'- 4.
<br />tx a'x 0.()70'x 0224. S.I.I.8. ___________~________________________
<br />1 25'-10. 23'- r 22' - 4.
<br />a' 24'- 2" 22'- )' 20'-11'
<br />9' 21' - 9" 20'- J" 19'- 8"
<br />10' 21'- 7" 19'- e. 18'- S-
<br />11' 20'- r 1~ - 9. Ir -to.
<br />12' 19'- B' 18'- C" lr- ,.
<br />13' 18'-11. lr- S' 16"- O'
<br />14' IS'- 3. 16'- a" 15'- 5.
<br />
<br />2'x 1"x 0.070.x 02~~_ S~.B. --------25T:"'~---.---24';'"--J-;-----------
<br />
<br />8' 26'- r 23'-11. 22'- 8.
<br />9' 24'- 8' 22'- I;' 2t'- 4.
<br />10' 23'- 5" 21'- ~. 20'- 3'
<br />11' 22'- 4" 20'- ~" 19'- 4.
<br />It 21'- 4. 19'- 6' 18' - 6'
<br />1S 20'- 5" IS'- 9" lr- 5"
<br />14' 19'-10. 18'- I' 16'- 9.
<br />
<br />lr-6.
<br />14'-a.
<br />11'-5.
<br />
<br />17-9'
<br />16'-3.
<br />15'-0'
<br />
<br />17-11"
<br />16'~4.
<br />15'-2"
<br />
<br />18'-J'
<br />16'-9"
<br />15'-r
<br />
<br />BEAIA 51 ZE
<br />2" x 3'
<br />t x 4'
<br />2' x 5.
<br />2' x 6"
<br />2. x 7'
<br />2" x 8"
<br />t x 9"
<br />
<br />lAiN. I or SCREWS REOOIRCD
<br />t I 10 x 1/2" OOJ81E *AR
<br />5 , 10 x 1/2' OOJ81E SHEAR
<br />6 I 10 x 1/2' OOJ81E SHEAR
<br />3 , 10 x 1/2. OOJBlE SHEAR
<br />12 I 10 t 1/2. OOJ81E SHEAR
<br />14 , 10 x 1/2' OOJ81E SHEAR
<br />16 I 10 x 1/2' OOJ81E SHEAR
<br />
<br />MIN. UPRiCH T SIZE
<br />2' 13'
<br />2' x 3'
<br />2' x 3'
<br />:t x 4'
<br />2' x 4.
<br />t x .'
<br />2' x 5"
<br />
<br />14'-10.
<br />12' - 4.
<br />9'-..
<br />
<br />14'-8.
<br />12' -2.
<br />9'-1.
<br />
<br />15'-3.
<br />It-H!
<br />9'-11"
<br />
<br />lr-2'
<br />14'-3.
<br />10'-10.
<br />
<br />17' -0'
<br />14'-2.
<br />10'-9"
<br />
<br />DA It Rl:VlSICtIS CHI<
<br />9 94
<br />
<br />~~z~
<br />~ ~ j~ilg
<br />ii~ g~~lIl~
<br />1Il....~~
<br />~~ ~~~~~
<br />c:i ~ ~~ii5l;:
<br />o Oi-8
<br />~!~ Jl:I!~~
<br />... ~~>-opo;
<br />.~ ~~~~~~
<br />~ ~ ~~~~~~
<br />~<.> . ii~~~~
<br />jf ~ f 1<~~:it)!~
<br />lSi! '5 ~ ;!! (il ~~
<br />!~~ I~Mi~
<br />; ~ ~ ~~~~~~
<br />
<br />:2
<br />::)
<br />z
<br />]~
<br />::)0:
<br />""0
<br />-<a.
<br />..JCX
<br />~ ~
<br />>
<br />o
<br />IX
<br />
<br />~
<br />@.
<br />
<br />3" O.H.
<br />15'-9'
<br />14'-7"
<br />lS-S'
<br />
<br />
<br />.-.-
<br />
<br />18' -9'
<br />Ir-4.
<br />16'-2.
<br />
<br />'1
<br />tv '1/,
<br />/e/ffr I
<br />SEAL
<br />
<br />15'-10.
<br />13'-7'
<br />10'-11.
<br />
<br />:nEET ,
<br />
<br />3)
<br />
<br />1~-1"
<br />15'-;'
<br />12'-4"
<br />
<br />Ci :3
<br />
|