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<br />
<br />,),(
<br />
<br />REF.
<br />SPAN
<br />CHARTS,
<br />
<br />2'- 6'
<br />
<br />~
<br />
<br />0,517419 in^4
<br />97,256931 in^4
<br />0.517419 in"4
<br />235,400370 in^4
<br />
<br />1,034837 in"4
<br />332657301 in"4
<br />
<br />-0.023451 in^4
<br />150,742501 in"4
<br />
<br />0,956053 in
<br />13,107546 in
<br />0,956053 in
<br />20.392227 in
<br />
<br />0,540869 in"4
<br />0,493968 In^4
<br />
<br />Principal axes angle af rototion '" 0,000000
<br />20,371 I 89.13.074018
<br />22,017754,13,074018
<br />20,371189,14, 720583 r
<br />22.054004,13.037768
<br />20.371189,1056833 -1.000-'"
<br />0.072500
<br />0,000000
<br />21, I 944 72, 13. 07401 8
<br />21.194472,13.074018
<br />1.450
<br />
<br />1 V.T. 8902
<br />
<br />
<br />
<br />I. 1.450 -~
<br />
<br />L
<br />
<br />........
<br />. .: ~. W;-:' ~.
<br />: tiTif.i~:
<br />'S Vj~.v"..~
<br />."..". "
<br />OJ.":','''~ ..
<br />
<br />I
<br />
<br />EXPOSED
<br />
<br />1
<br />
<br />2'. @ 1 @)
<br />I-:1Eo DH~f~ 0 ~~(O
<br />-1 It,. j
<br />I 2.l0 I
<br />~j
<br />
<br />fC>O
<br />
<br />.000
<br />
<br />11
<br />1
<br />I
<br />
<br />1000
<br />
<br />i
<br />Eh
<br />I
<br />
<br />....
<br />
<br />I
<br />~n
<br />J.:rEO
<br />j
<br />
<br />@
<br />
<br />1.75
<br />
<br />Principal axes on91e of rotation '" 0,00??oo
<br />9,192458.7,376196
<br />9.947866,7,376196
<br />9,192458,8,131604
<br />9,960366,7,363696
<br />9,192458,8,144104
<br />0025000
<br />0,000000
<br />9,570162,7,376196
<br />9570162,7,376196
<br />
<br />[--2000-1
<br />l V.T. 8900 I}
<br />~
<br />
<br />Number of component areas: 1000
<br />.............t...... ...........
<br />
<br />-
<br />Area'" 0355822 in"2
<br />
<br />Centroid = 179,275344, 65,272325 in
<br />
<br />!)(~ I =
<br />I. x =
<br />I)'y "
<br />Iy y' "
<br />
<br />0049063 in"4
<br />1519891615 in"4
<br />0,320715 in~4
<br />11407.779547 in^4
<br />
<br />Principal axes onqle 01 rototion '"
<br />179,275344,55.272325
<br />180195010,65272325
<br />179 275344.66,191991
<br />180 210635,65 256700
<br />179,275344,56.207616
<br />0031250
<br />0.000000
<br />179,735177,65,272325
<br />179,735177,65,272325
<br />
<br />Jz ~ 0369778 in"4
<br />Jz' = 12927,671162 in^4
<br />
<br />pxy = 0012581 in"4
<br />P. y' = 4163,744371 in"4
<br />
<br />IX~ '"
<br />r )(1)1:' ==
<br />
<br />ryy, ~
<br />ry y =
<br />
<br />0371330 in
<br />65356646 in
<br />0.949387 in
<br />179,053992 in
<br />0321296 in"4
<br />0.048482 in"4
<br />
<br />1 V.T. 8898~
<br />
<br />Imax =
<br />Il1'Iin '"
<br />
<br />\1
<br />17\
<br />
<br />.~
<br />
<br />- ...
<br />
<br />4
<br />
<br />3
<br />
<br />,5
<br />,4
<br />
<br />-
<br />
<br />RIGHT SIDE WALL
<br />
<br />J
<br />~
<br />,.
<br />
<br />-
<br />
<br />4
<br />.3
<br />
<br />...
<br />
<br />V ELECl, lliCT~&~O~RKBI:~~~~~ BEl'H( ~~f E~~R J~
<br />:U~ NA1lO1W. ElECCTRIC.'l. CODES -'S WELL 4,ou lCOl. CODES,
<br />
<br />,5
<br />,\4
<br />
<br />~J~ ~~"l:1
<br />
<br />ONlY, TO BE USED FOR V,T. SCREEN ROO"'S
<br />
<br />4
<br />
<br />4
<br />
<br />5 3 4
<br />
<br />5
<br />
<br />3 4
<br />
<br />---
<br />---
<br />
<br />"\ ------., ~
<br />----- -----
<br />
<br />J
<br />
<br />c ____, ____
<br />---- ~
<br />
<br />-~ ~ ~
<br />(~5)(Vcp
<br />
<br />\/
<br />7\
<br />\/
<br />V\/
<br />
<br />4
<br />
<br />3
<br />
<br />2
<br />
<br />------
<br />---
<br />
<br />----
<br />\ ---
<br />
<br />SECTION THRU 2 I' SCREEN ROOM
<br />
<br />&
<br />
<br />J"
<br />
<br />ROOM
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />~
<br />
<br />I I
<br />
<br />I I
<br />
<br />,r
<br />
<br />I
<br />
<br />6-
<br />
<br />A
<br />
<br />~
<br />
<br />,Ai
<br />
<br />,),(
<br />
<br />,Ai
<br />
<br />,Ai
<br />
<br />,Ai
<br />
<br />r---------------,
<br />,
<br />
<br />TYPICAL FRONT ELEVATION
<br />
<br />.
<br />
<br />SLOPE
<br />
<br />...
<br />
<br />I
<br />
<br />I
<br />
<br />,Ai
<br />
<br />,Ai
<br />
<br />,Ai
<br />
<br />r----~
<br />/ ,
<br />
<br />TYPICAL SIDE ELEVA nON
<br />
<br />//////////////// //////////)/;/V//
<br />
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />h- - - ..L - - _1- - - ..l. - - - I-
<br />o 0 0 . 0 0 0 0 0 0 0 01
<br />
<br />REr,
<br />SPAN
<br />CHARTS.
<br />
<br />J
<br />
<br />48' MAX, WIDTH
<br />(SEe NOTf:)
<br />
<br />Q)
<br />
<br />FASCIA Fl.AT ALONG
<br />FRONT AND SIDES,
<br />
<br />NOT[:
<br />WHEN USING TOTAL ROOM
<br />PACKAGE MAXIMUM PANEL
<br />WiDTH IS 48>>,
<br />
<br />" I I I I I
<br />I I I I I II
<br />II I I AI ~ II
<br />II I I I I I
<br />II I I I II
<br />I I I I I I I
<br />1/ I I I II
<br />I I I I I I I
<br />I I I I I II
<br />I I I I I I I
<br />I I I I I II
<br />tl-- - +- - - -1- - - + - - - 0
<br />-- - T - - -1- - -,- --
<br />I I I
<br />
<br />I I I
<br />
<br />REF.
<br />SPAN
<br />CHARTS,
<br />
<br />NOTES.' 1) CALCULATION TABLES iNCLUOE A JJJ;f
<br />iNCR[ASE FOR SCiSMIC AND WINO CONDITIONS,
<br />2,) 80LTED CONNECTIONS
<br />STEEL BOLTS USfO WITH ,oiL. STRUCTURES SHALL 8E ALUMiNIZED
<br />HOT DIPPfD GALVANllfD/.. ZiNC PLATED, ELfCTRO-GALVANIlfD, DR
<br />STAiNLfSS STEfL iN ORuER TO PREVENT GALVANIC CORROSION
<br />THAT WILL RESULT FRO/J DIRECT CONTACT 8f.T'NEfN STEEL AND
<br />ALUMiNUM,
<br />J.) ALL DATA 1$ CAL euI.A TfO FOR EXPOSURE .c'
<br />AS DEseR/8fO iN THE AS.C.E. HAN0800K ANSllASCe 7-88,
<br />WARNiNG; THESE CALCULATIONS AND TABLES ARE INTENOfO AS
<br />MINI/JUM GUIDELiNES TO NORMAL <k PRopeR iNSTALLATiON
<br />ANY VARWlCES /JUST BE REV/fWfO 8Y A RfGISTeRfO
<br />PROFfSSION/IL fNGINfER,
<br />
<br />Number of component oreas: 1000
<br />............................... ...............
<br />
<br />ALL COMPOSITE PANELS CAN BE USED IN ANY
<br />OF THE FOLLOWING: ROOF-WALLS-FLOOR,
<br />10 20 25 31 40 50 55 70 80 90 100
<br />P,$.F. P$.F. P.$,F, P,$.F, P,$.F, P,$,F, P$,F, P.$,F. P.$.F, P.$,F, P. $, F,
<br />
<br />6. = L/BO
<br />
<br />Area = 0.324668 in"2
<br />
<br />3 iN, 1# FOAM 15' IJ'-,. 12'-6' 12'
<br />0.019 AL,
<br />3 iN, 1# FOAM 16'
<br />0,024 AL,
<br />3 IN, 2# FOAM 17' 16'-6' 16'
<br />0,030 AL,
<br />4 IN, 1# FOAM
<br />19'-2" '6'-10 16'-2" 15'-7" 14'-5" 12'-5. 12'-2' 0'-11 g'-IO" 8'-8" 7'-6'
<br />0,024 AL.
<br />4 1~,'Ogt fEAM 20'-5" 111'-10 111'-2' 18' 16'-10 14'-8.14'-5' lJ'-5. 12'-4' "'-2 9'-8'
<br />6 IN, 2# rOAM 29'
<br />o 030 AL.
<br />6. == L/120
<br />3 IN. 1# FOAM 14'-6" !J' 12'-2" 12'
<br />0,019 AL.
<br />J IN, 1# FOAM IS' !J'-4' lJ'-" 12'-2' ,,'-'' 8'-1f 8'-"
<br />0.024 AL.
<br />3 IN, 2/ FOAM 15'-7" 16' 15'
<br />0,030 AL.
<br />4 I~~o;! rEAM 18' 16'-" "'-8" ''''-7" IJ' 10'-6" 10' 8'-5' 6'-"" 4'-2" 2'-"
<br />4 IN, 2/ FOAM 19' 1 I 19'-2' IB' 16' 10 1 '5' " ., g' 6'-8"
<br />0,030 AL. - - .. - 10 -I 11 -10 - "'-6' 2'-2"
<br />6 I~'og~ rEAM 28'-5" 27'-6' 26'-4' 24'-6" 21' IS' 14'-1' 12'
<br />
<br />/:J . J. ,125 TUBE
<br />SPANf$j- P$,F,
<br />(VeRT
<br />H[lGHT
<br />12,000
<br />18,000
<br />24,000
<br />30,000
<br />36,000
<br />42,000
<br />48,000
<br />54,000
<br />60,000
<br />66,000
<br />72. 000
<br />78.000
<br />84,000
<br />90,000
<br />96,000
<br />102,000
<br />108,000
<br />114,000
<br />120,000
<br />
<br />11'
<br />
<br />g'
<br />
<br />8'-8'
<br />
<br />Centroid = 4,967281, 7201289 in
<br />
<br />()(~ I ::::
<br />Ix x =
<br />Iyy, "
<br />Iy Y =
<br />
<br />0,065847 in"4
<br />16,929516 in^4
<br />0,220019 in^4
<br />8,218756 inA4
<br />
<br />0,285856 in^4
<br />25,148272 in"4
<br />
<br />0.003312 in"4
<br />11,616954 in"4
<br />
<br />0.450.348 in
<br />7,221087 in
<br />0,823209 in
<br />5031336 in
<br />
<br />0.220090 in^4
<br />0,065776 in^4
<br />
<br />14'
<br />
<br />8'
<br />
<br />7'-6"
<br />
<br />IJ'
<br />
<br />IJ'-6'
<br />
<br />12'
<br />
<br />Principal oxes angle of rototion =
<br />4,967281,7.201289
<br />6,057342,7,201289
<br />4,967281,8,291349
<br />6,076092.7, I 82539
<br />4,967281.8.310099 _ 2,000
<br />0,037500
<br />0,000000 ~
<br />5,512311.7,201289
<br />5.512311,7.201289
<br />
<br />0.000000
<br />
<br />IS'
<br />
<br />,..'
<br />
<br />12'-"" 12'
<br />
<br />Jz =
<br />Jz' '"
<br />
<br />-..
<br />
<br />P,y =
<br />P, y' '"
<br />
<br />V.T. 8901 ~
<br />fi J
<br />
<br />
<br />2.100 -J
<br />
<br />5'-1"
<br />
<br />28' 27'-6'
<br />
<br />25' 2"'-7 19-7"
<br />
<br />Ig'
<br />
<br />18'
<br />
<br />16'-6'
<br />
<br />IS'
<br />
<br />IJ'
<br />
<br />rxx "
<br />fX')(' ==
<br />ryy, '"
<br />ry y =
<br />
<br />~
<br />L
<br />
<br />CONSTANTS:
<br />E . MODULUS Of e/.i.STlCrrr
<br />OF WoTE:RiAL,
<br />S . ULTlWoTe COMPRfSSM
<br />STReNG TH,
<br />
<br />VARlABLfS,
<br />L . SPAN iN INCHES.
<br />r - RADIUS or G'r'RJo TiON
<br />I . I.IOMENT OF INeRTiA
<br />p " UlT/WoTe UNIT LOAD
<br />
<br />10'
<br />
<br />6'-8-
<br />
<br />Imo. '"
<br />Imin '"
<br />
<br />Number of component areos: 1000
<br />............................................... .
<br />
<br />,..'
<br />
<br />10'-1" 9'-10'
<br />
<br />K . 0.0001
<br />SLeNDERNeSS RA TIO . JO,64J5
<br />p. 8712,51 P,S.I.
<br />P . 60.50 p.s,r,
<br />
<br />0.0001
<br />45,'9'8
<br />71121.n P.S.I.
<br />55,0' ps.r,
<br />
<br />NOTES:
<br />I ALL READINGS TAKEN UNDER LOAD
<br />2 UNIFORM LOAD PSF ( POUNDS PER SQ, FT, )
<br />J ALL LENGTHS WERE A RESUL T OF DIRECT TESTING
<br />AT M.T.L. OR BY USING TEST DATA IN CONJUNCTION
<br />WITH INFINITE ANAL YSIS CALCULA TlONS,
<br />4 DATA TO BE USED FOR V, T. PANELS ONLY
<br />5 FOAM ALSO REFERRED TO AS EPS
<br />6 PAN[L CONNECTION INCIDENTAL TO SPAN
<br />7 FOR GREATER SPANS, CONTACT V. T,
<br />
<br />ALL COMPOSITE PANELS CAN BE USED IN ANY
<br />OF THE FOLLOWING: ROOF -WALLS-FLOOR.
<br />5/8" E,P,S, ,& 6 5/8" E,P,S, WITH (2) 15/32 O,S.8, LAMINATES
<br />
<br />12'
<br />
<br />Area = 0.596581 in"2
<br />
<br />L .
<br />I.IOMfNT OF INfRTiA x-x
<br />I.IOMfNT OF INeRTiA x-x
<br />RADIUS OF' G'r'RJoTlON x-X
<br />RADIUS OF' GYRA TION Y - Y
<br />
<br />2 n ROOM
<br />/ / // / / /~/ / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / /.
<br />l~~~
<br />V\I
<br />
<br />______n__ SOlDS rOIl /'18 --------.
<br />
<br />loIN< MD PRfN. MD
<br />(. I J/) (1oIJII 11iNR)
<br />
<br />" ..,-"
<br />-r- .....<.' I ~ROUT HOlE III
<br /><<"-.. _ '>J ..;;"~. ~ INTERIOR SURfI'CE
<br />~ :.....--'- I ~:~,' at FOAIoI Of PANEL
<br />.-- ~ '.,"..~..~, FOR BOX.
<br />~ ... i ... .' ':"" RECEPT, OR SWITCH
<br />, I i;~<h::
<br />J!~ ~ >I /~\':"::
<br />~ II :~:~:'f""
<br />~- '...,,'.
<br />
<br />.... --Elm, BOX W/WIRE II ~;~..:~i
<br />~~~R~~NTEO I :}~::':::
<br />SURfACE .' ,'~' ,.
<br />II >..~::.\s ~,ftUI~INUII DPA"'OCR
<br />~:. ;~;~,.;f CHl.NNEL
<br />. '. ~.... .~"
<br />.........,'"
<br />3/.' OiA.HOlE r:l.. 't; ';;' El!CTRIC
<br />::rR~~~~O~a w;......:: WIR[
<br />BOX FOR WIRE .......... -.::D
<br />
<br />Centroid '"
<br />
<br />8,699478, 11,378232 in
<br />
<br />0356563 in^4
<br />77,581732 in^4
<br />0,392591 in"4
<br />45,558735 in^4
<br />
<br />0,749154 in"4
<br />123,140467 in"4
<br />
<br />0.032074 in"4
<br />59,084444 in^ 4
<br />
<br />0,773096 in
<br />11,403681 in
<br />0.811214 in
<br />8,738787 in
<br />
<br />7'-7' 5'-2' 2'-10 1'-2'
<br />
<br />I)(~. =
<br />I. x '"
<br />Iyy '"
<br />Iy y' =
<br />
<br />Principal axes ongle of rotolion '"
<br />8,699478.11,378232
<br />9,678203,11,378232
<br />8,699478.12,356957
<br />9,703262,11,353173
<br />8,699478.12,382016
<br />0.050118
<br />0,000000
<br />9,188840,11,378232
<br />9,188840,11,378232
<br />
<br />0,000000
<br />
<br />g'
<br />
<br />5'
<br />
<br />J'
<br />
<br />6. == L/180
<br />
<br />~T, 890~
<br />
<br />J'- 10'
<br />
<br />Jz "
<br />Jz' =
<br />
<br />0.000000
<br />
<br />3 IN, 1# FOAM
<br />0,019 AL.
<br />3 IN, 1# rOAM
<br />0,024 AL,
<br />3 IN, 2/ FOAM
<br />0,030 AL.
<br />4 IN, 1# FOAM
<br />0,024 AL.
<br />4 IN, 2/ FOAM
<br />0,030 AL.
<br />6 IN, 2# FOAM 28'
<br />0,030 AL,
<br />6 IN, 1/ rOAM 25'
<br />0,030 AL.
<br />
<br />2'-10 1'-2'
<br />
<br />"'-5- 10'-5' 9'-8' 8'-11"
<br />
<br />7'
<br />
<br />..'
<br />
<br />Pxy =
<br />Px y' =
<br />
<br />12'-8.
<br />
<br />12'
<br />
<br />10'-2'
<br />
<br />9'-7' 7'-2' 4'-2' 4'-1'
<br />
<br />V.T, 8901
<br />~ fi
<br />
<br />g'
<br />
<br />rxx =
<br />rx')(' ==
<br />ryy, '"
<br />ry y '"
<br />
<br />NOTES
<br />
<br />16'
<br />
<br />14'-2' IJ'-" 12'-5' 11'-8
<br />
<br />9'-2'
<br />
<br />V,T.8900 " Y,T, 8901 Io4UST BE BOlTEO
<br />TOGETHER WITH 18 TEK 0 ~, OF 6'
<br />FRQll (,ACH END 2.' 0, C, BOTH SIOU,
<br />
<br />15'-1" 14'-5. IJ'-10. 12'-7' 11'-/0 9'-5' g'-I'
<br />
<br />Imax =
<br />Imin =
<br />
<br />0,411364 in"4
<br />0,337790 in"4
<br />
<br />1'-' .
<br />
<br />Ig'-2"
<br />
<br />17'
<br />
<br />15'-8' 14'- 10
<br />
<br />,..' 9'-10" 8'-10' 7'-1' 4'-10. 2'-'"
<br />
<br />24'-6" 2J'
<br />
<br />2' '-6" '8'-5" 12'-6" 11'
<br />
<br />9'-5' 5'-6"
<br />
<br />J'-6'
<br />
<br />, '-5'
<br />
<br />18'
<br />
<br />2. '-S' 20'
<br />
<br />15'-5"
<br />
<br />10' 10-'1'
<br />
<br />9'
<br />
<br />5'
<br />
<br />. ~.T.89Jir
<br />
<br />- --
<br />
<br />/#8 X 1/2 TEK @ EA.
<br />2" POST & 6" O,C,
<br />BOTH SIDES AS SHOWN
<br />
<br />f-
<br />
<br />6. =< L/240 PER B,Q,C.A. SEC, 1604,5,5
<br />
<br />3 IN, 1# FOAM 9'-8' 8'-10' 8'-2. 7'-7' 5'- I 1 J'-5' J'-5"
<br />0,019 AL,
<br />3 IN, 1/ FOAM lO'-g. '0'-2. 8'-8' 8'-2" 6'- I' J'-5' J'-5'
<br />0,024 AL.
<br />3 IN, 2# FOAM IJ'-5- 12' 17'-1' 10'-5' 10' 7'-8" 7'-6'
<br />0,030 AL.
<br />4 IN, 1/ FOAM IJ'-l" 12'-J' 17'-1' 10'-8' g'-4" 8' 7'-7' 6'-5" "-4"
<br />0,024 AL. ~ 2'-5' "-0"
<br />4 I~:o~~ rEAM 15'-J' 14'-4' 1]'-4' 12'-7" 11'-9' 8'-4" 7'-5' 5'-0" 4'-2' "-7' If"
<br />
<br />6 I~:oit rEAM 2J'-8" 20'-9' Ig'-S' 18'-J' 15'-8" 10'-7" g'-J' 8'-" 5'-/)' J'-O" 1 '-J'
<br />
<br />6 I~:oj~ rEAM 21'-J" 18'-J' ". 15'-J' IJ'-2 8'-5" g'-J" 7'-5" 5'-" 2'-4' 1'-0"
<br />
<br />SEE EXTRUSION NUMBERS
<br />
<br />-.J ~
<br />bi.T.
<br />
<br />"
<br />..
<br />
<br />8901
<br />~
<br />
<br />NOTE:
<br />IF' EXT, 18900 &- 890' ARE SCREWED
<br />TOGETHER AS PER INSTRUCTIONS
<br />OR WHEN [XT, /8902 1$ USfD
<br />AS CORNfR POS T,
<br />
<br />2"
<br />
<br />ROOM
<br />
<br />48" x 3
<br />
<br />F"/ #8 TEK SCREW @
<br />12" ole
<br />I
<br />.....
<br />,
<br />
<br />I ____ 1" DIA. WASHER W/SEALANT,
<br />~........----: BY VINYL TECH,
<br />I ON ROOF PLANS.
<br />I
<br />
<br />K -
<br />SLeNDERNeSS RATIO .
<br />p -
<br />p.
<br />
<br />J5,ooo I~,
<br />1,9840 '.'1.
<br />1,9840 iN.
<br />1,1748
<br />1.I1'B
<br />
<br />l .
<br />MOMENT OF INeRTiA X-x
<br />MOMfNT OF' INeRTiA X-x
<br />RADIUS Of GYRATION x-x
<br />RADIUS OF' G'r'RJoTlON Y-Y
<br />
<br />55,000 IN, 4
<br />0.4061 IN,
<br />0,31107 /N,4
<br />0.8065
<br />a,711U
<br />
<br />65.32
<br />64,51
<br />53,42
<br />6208
<br />60.50
<br />58,75
<br />56.84
<br />5482
<br />52,73
<br />50,60
<br />48,45
<br />4632
<br />44,27
<br />42,16
<br />40,15
<br />38,23
<br />36.38
<br />34,61
<br />32,92
<br />
<br />AF9800 <k AF9801
<br />Jt~!tt p, $, r.
<br />HeiGHT)
<br />12.000
<br />18,000
<br />24,000
<br />30,000
<br />36,000
<br />42,000
<br />48.000
<br />54,000
<br />60,000
<br />66,000
<br />72,000
<br />78,000
<br />84,000
<br />90, 000
<br />96,000
<br />102,000
<br />108,000
<br />114,000
<br />120,000
<br />
<br />64,54
<br />62,84
<br />50,51
<br />57,95
<br />55.01
<br />51,90
<br />48,72
<br />45,55
<br />42,47
<br />39,51
<br />36,71
<br />34,09
<br />31,65
<br />29.38
<br />27,30
<br />25,38
<br />23.62
<br />22,01
<br />20,53
<br />
<br />48" x 3 5/8" E,P,S. WITH (2) 15/32 O.S,B, LAMINATES CLEAR SPAN LENGTH
<br />
<br />I
<br />
<br />b. - L/240 10 " 20 25 JO J5 40 45 50 55 50 65 70 75 80 85 gO 95 100
<br />- p,S.F, p,$.F, P,S.F, P,$.F, P,S,F, p,S,F, P,S,F, P,S,F, p,S,F, P,S.F. p.S,F, p,5.F, P,S,F, P,S.F, p,s,r, p,S,F, p,S.f, p,S.f, P,S.F.
<br />~,6lf- //;!l~~8 2'-6 2'-0 "-5 "-0 0'-6 0'-0 9'-6 9'-0 8'-5 8'-0
<br />
<br />I
<br />
<br />~o....-I '--F-0
<br />-- -----#12 S.M.S.
<br />
<br />DESIGNED TO WITHSTAND UP TO
<br />120 MPH FASTEST MILE WIND LOADS
<br />IN BOTH UPLIFT AND I),TERALLY IN
<br />ACCORDANCE WITH SBCCI REPORT
<br />68870
<br />WALL SECTIONS NOT TO EXCEED
<br />54- X 96" . .
<br />
<br />i
<br />
<br />-,.-
<br />...
<br />
<br />I
<br />
<br />c
<br />
<br />II
<br />I
<br />
<br />48" x 3 5/8" E,P,S. WITH (2) 15/32 0,5.8. LAMINATES CLEAR SPAN LENGTH
<br />b. = L/360 10 " 20 25 JO J5 40 45 50 55 60 65 70 75 80 85 90 95 100
<br />p,S.f, P,S,(. p,S.f. P,S.f, P,S,f, P,S,f, P.S,(, p,S.f, P.S,f, p,S,f, p.s.r, p.s.r, P.S,F', P,S.F. P,S,F', p,S,F. p.s.f. P,S.F. p,S.r,
<br />3,625' 2,,(FOAM J' 6 2' 6 2' 0 " 8" '0' , , , , , , . . , . ,
<br />2 fA, 15/320S8 -;- - - - -4 1- 0-60-0 -109-8 9-5 g-4 9-08-88-6 8-4 8-0 7-0 5'-0
<br />
<br />DETAIL #1
<br />FASCIA SECTION
<br />
<br />48" x 6 5/8" E,P.S, WITH (2) 15/32 O.S,B. LAMINATES CLEAR SPAN LENGTH
<br />/:). = L/360 10 " 20 25 JO J5 40 45 50 60 55 70 lS 80 85 90 95 100
<br />p,s.r, p,s.r, p,s,r, p,$.F', 1',$.(, p,$.F, 1',$.(, P,S.F, P,S.F, P,S.F, p,S.r, p,S.r, p.s,r, p,$,f, P,$,f, p.$,r, p,s.r, p,s,r,
<br />
<br />~,5t.~- 1~~f/~~fj'2'-8 "-82"-6 "-220'-019'-919'-0 18'-217'-2 15'-6 15'-2 '5"-6 '5'-1 14'-8 ''''-2 J'.10 12'-0 10'-5
<br />
<br />~ ~/progreSSiver:LASSteChnOfogy
<br />-.Iocfw.. '" O,rJIll ....~ ~ ikNl<<!nIllI Slm.rl . 0..1.. i100I iItldowo
<br />Prod, Category: Iseries/;~:el;3" Item: I Sheet: 1 OF' 2
<br />
<br />...
<br />
<br />.J
<br />
<br />#8 TEK SCREW @
<br />12" ole \
<br />
<br />.I.
<br />!
<br />
<br />'. 11
<br />
<br />ELECTRIC HAS ONLY BEEN SUGGESTED TO BE INSTALLED AS PER 'DWG. .
<br />ALL ELECTRIC.Al WORK SHALL COMPLY WITH THE LATEST EDITiON OF THE
<br />NATIONAl. ELECTRICAL CooES AS WELL AS ALL LOCAL COOES,
<br />ONLY TO BE USED FOR V,T, SCREEN ROOMS
<br />
<br />ROOF
<br />PA
<br />
<br />~U\~
<br />'" ADJUSTABLE
<br />ADJUSTABLE RIDGE BEAM
<br />WALL HEADER
<br />
<br />////////////////
<br />I I I I I-
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I I I I
<br />I I CQI I I
<br />I I "'il I I
<br />~~---~---'- --~--~
<br />10001 0 0 0 I 0 0 0 I 0 0 0 I
<br />~ IIIII
<br />
<br />f /FOR SCREENS. REFER TO
<br />V CHART # 1 FOR 7 PSF AND
<br />AND CHART H 2 FOR CORRECT
<br />/ SPACING OF VERTICALS USING
<br />HEIGHT AS THE CONTRIBUTING
<br />FACTOR
<br />8'- O'
<br />M .x;
<br />
<br />I _- FOR GLAZED UNITS, REFER
<br />__ :---- TO NOTE # 2 USING ONLY PGT
<br />-r UNITS, ALL CAN BE REFERENCED
<br />I TO TEST DATA # L-45557 MTL
<br />i AVAILABLE UPON REQUEST
<br />
<br />,Ai ,Ai
<br />
<br />APPROVED CAULKING MUST BE
<br />USED AS SEALANT BETWEEN
<br />SILL EXTRUSION AND CONCRETE
<br />ELEVATION OR DISTANCE
<br />ABOVE GRADE TO BE IN
<br />A ACCORDANCE WITH LOCAL
<br />BUILDING CODES
<br />
<br />/_ 4" CONCRETE SLAB -
<br />6 X 6 - 10 X 10 W,W,IJ"
<br />1 0- X 16- FOOTiNG W/(2)
<br />I ~ #5 CONTiNUOUS
<br />
<br />\).I~'
<br />12" (IN VA. TO
<br />, fROST LINE,)
<br />
<br />.....
<br />
<br />(2) 1/4- DIA. REDHEAD WEDGE
<br />ANCHORS WS-1432 @ 6" olc
<br />(1) 3/16" TAP-CONS @ 24" o/e ON
<br />? SIDES OF ROOM AND (2) AT COLUMNS,
<br />/ 6 MIN. EMBED, INT.o CONC, SI),B MUST
<br />BE 1,5-. '.
<br />
<br />-- t-
<br />~-- - # 12 S,M,S,
<br />
<br />f
<br />4'
<br />
<br />L
<br />
<br />/
<br />
<br />. . '. '. . ,".' --,
<br />· .: :" ,.~4 ,," J
<br />8"
<br />
<br />(12')
<br />(FOR VA.)
<br />
<br />1
<br />I-- 12"-~ ~(2)
<br />
<br />#5 REBAR
<br />
<br />:#
<br />
<br />". .'
<br />4'
<br />
<br />..~, :'
<br />
<br />. I ./ .'~'.: ,"~ '" ,..If: ...........
<br />, '.', ',',' ~~:'
<br />",~~' . :":'~'~~"< :'~
<br />
<br />l
<br />T
<br />
<br />,
<br />I
<br />
<br />2" & J" ROOM
<br />
<br />DETAIL #2
<br />GUTTER SECTION
<br />
<br />, . ",. .
<br />'. .
<br />, i'
<br />, .. ..
<br />
<br />l/60
<br />fOR SCREEN ROOMS, CONCRETE SLAB MUST BE A MIN. OF 3,5>> AND 2500 (3500 fOR VA.)
<br />P,S,I.,AN APPROVED VAPOR BARRIER, A MIN, OF 6"X 6"X H 10 WIRE MESH
<br />ON A VEGETATION fREE SOIL BASE,AND REMOVE AND REPLACE ALL DELETERIOUS
<br />MATERIAL WITH GRANULAR FILL COMPOSED Of 95% PROCTOR.
<br />ALL GLASS ENCLOSURES MUST HAVE A MIN, OF 4". 2500 (3500 fOR VA.) PSI CONCRETE
<br />SLAB WITH A MIN, OF a"x 12-(12- x 12" FOR VA.) FOOTER AND REBAR AS SHOWN,
<br />SLAB MUST ALSO MEET SCREEN ROOM SPEC.
<br />NOTE: ALL LOCAL, STATE,AND NATIONAL CODES MUST BE IN COMPLIANCE
<br />
<br />.'
<br />
<br />'.
<br />
<br />.
<br />
<br />DETAIL #3
<br />VERTICAL SECTION THRU
<br />SCREEN ROOM WALL
<br />
<br />2"
<br />
<br />3"
<br />
<br />ROOM
<br />
<br />&
<br />
<br />NOTE: Caulk ALL Joints, Edges, & Fasteners
<br />
<br />Adjustable Header ReceiveA
<br />
<br />,3",4",or 6" Roof Section
<br />
<br />Adjustable Wall
<br />
<br />Adjustable Gutter
<br />
<br />Receiver
<br />
<br />~
<br />~T I
<br />~~
<br />
<br />~
<br />
<br />Adjustable Fascia
<br />
<br />110 , ." or 1'0 M 4 '/
<br />Hex Hd. with Neoprene Wosh
<br />8c SMS Cop Nut 0 14' O,C,
<br />
<br />""
<br />
<br />~
<br />
<br />--~" r
<br />~~
<br />
<br />-
<br />
<br />.--~
<br />------- ~
<br />
<br />J
<br />~~
<br />~~
<br />
<br />"
<br />------------,,:::::-...
<br />~ -
<br />-Closure I _____ ~ .-.......
<br />Adjustable Corner ~ __ ~~
<br />
<br />
<br />i-"~ ~ ~~
<br />- -:::: ~~
<br />
<br />~~~_ ~_l~"~-..... ~ Mol. Rooo''''
<br />
<br />~ ___ ---. . --- .....- ~~.-- Femole Receiver
<br />
<br />'--Subfran'1e Receiver
<br />
<br />15 . 3/4' He.
<br />Washer Hd. TEl< Screw
<br /><0 12' O.C,
<br />
<br />r-
<br />
<br />/ #8 TEK SCREW
<br />@ 12" ole
<br />
<br />
<br />.: /./3/16- TOGGLES OR
<br />, /lIi'~ 3/16>> TAP-CONS @,12"
<br />/ ~~ C,C, FOR CBS, BLO"G,
<br />\ . / C,B,S.=CONCRETE BLOCK
<br />~ I"/ /STUCCO CONSTRUCTION,
<br />,. /
<br />
<br />Existing Deck or Foundation
<br />
<br />J[
<br />
<br />
<br />'1"4 lC z" Topcon <Concrete) or
<br />-1'10 1If 2'" HUi Woshe, Hd. Screw
<br />o ." Irom ~O, ~nd &c 1.' a,c,
<br />
<br />Floor Receiver
<br />
<br />SECTION A-A
<br />2 II ROOM
<br />
<br />Revisions:
<br />
<br />OVERHANG
<br />2'- 6' WIABOVE
<br />--.l SPAN TYP.
<br />
<br />@
<br />
<br />FASCIA OVERHANG 2'-6- AT
<br />FRONT AND "-6" EACH SIDE,
<br />
<br />Material:
<br />
<br />lossificotion:
<br />ALUM.
<br />
<br />THE INFORMATION, OESIGN OR DATA CONTAINED HEREIN IS
<br />THE EXCLUSIVE PROPERTY OF VINYL TECH, INC, AND 1$
<br />CONSIDERfD CONFIDENTIAL AND PROPRIETARY NO PORTION
<br />OF' THIS DOCUMENT MAY 8E USED OR REPRODUCEO IN
<br />ANY FORM WITHOUT THE EXPRESSfD WRITTEN PERMISSION
<br />OF VINYL TECH, INC,
<br />
<br />rown 8x:
<br />R.~.
<br />
<br />Revised By:
<br />
<br />PATIO
<br />
<br />Dote: 3/8/95
<br />Dote;
<br />
<br />DeScription:
<br />
<br />2"
<br />
<br />3"
<br />
<br />&
<br />
<br />::;cale:
<br />
<br />N.T.S.
<br />
<br />VendOr No.:
<br />
<br />SURFACE BURNING CHARACTERISTICS
<br />
<br />OF V,T, COMPOSITE PANEL
<br />
<br />,. 2" 3' 4"
<br />MOM. Ma~, Ma" Ma~.
<br />
<br />flame Spreod 10: 10:: 15::: 15:::
<br />
<br />Fuel Contributed - Non Determinable-
<br />
<br />Smoke Developed 130% 130:% 130%:% 130U:
<br />
<br />· Insialled in 0 thickness, or stored in
<br />an effective thickness, os indicated,
<br />lar 0 density of 1,0 Ib/f'
<br />= flame spr~ad ond smoke developed
<br />recorded white material remair,ed in
<br />\he originol test posi\ion.lgnitian 01
<br />molten residue on the lurnace lIaor
<br />resulted in flome \ravel equivalent to.
<br />calculated 110m. spread classification
<br />of 15 and smoke developed clossilication
<br />of over 200 ,
<br />
<br />:: flame spreod ond smoke developed
<br />recorded while moteriol remained in
<br />the original test position.lgnition of
<br />molten residue an the lurnoce 1I00r
<br />resulted in Ilome trovel eqi.llvalent to.
<br />calculoted lIome spread classification
<br />of 70 and smoke developed classification
<br />of over 450,
<br />
<br />... nome spreod and smoke developed
<br />... recorded while molerial remoined in
<br />the ori9inal test position,\9nition of
<br />molten residue on the furnace floor
<br />resulted in flame travel equivalent to
<br />caltuloted f10me spreod clossificotion
<br />of 850nd smoke deveioped classifica\ion
<br />of over 450.
<br />
<br />Typical "U" Values RooI Systems
<br />
<br />EPS OR
<br />EPsICO/JPOSJTE
<br />C FACTOR
<br />10 ,OS ,OJ
<br />
<br />.090 ,047 ,029
<br />,077 ,04J ,028
<br />,072 ,042027
<br />
<br />,087 ,048 ,029
<br />,08J ,045 ,029
<br />
<br />DECK TYPE
<br />
<br />METAL OCCKS
<br />POURED GYPSUM (2 1/2)
<br />LIGHTWEIGHT CONCRETe
<br />(2 '/2)
<br />STRUCTURAL CONCRETE (..?
<br />WOOD (NOMINAL I")
<br />
<br />NOTE: CALCUI.ATIONS BIoSED ON ASHRAE HANOBOOK
<br />PROCCOUReS AND ASSUME WINTfR H[AT FLOW CONDITiONS,
<br />
<br />THERMAL EFFICIENCY EPS ROOF' INSULATiON
<br />
<br />THICKNESS R VALUE C fACTOR
<br />
<br />2' 8,J ,12
<br />2 1/2" '0," ,10
<br />J' 12,5 ,08
<br />J 1/2" IH ,07
<br />..' '5.6 06
<br />5' 20,8 .05
<br />6' 25,0 ,0"
<br />8" JJ2 OJ
<br />
<br />NOTe: VALues BASCO ON THfRIML CONDUCTIViTY
<br />(K) OF 0,24 AT 40 r ME:AN TeST T[!JPeRATURf
<br />FOR NOMINAL ',0 Pef DENSiTY EPS,
<br />
<br />~H3~
<br /><v~ NHH...-7~/
<br />~~~~%.
<br />vi(!V(2"/", ~'€
<br />o ~ N- o(~~ ~
<br />~<<" ---~~~<< ~
<br />Po ~o{n3 ~
<br />~O.:i'-~()\ ~
<br />,~~
<br />~^---
<br />
<br />SCREEN
<br />
<br />ROOM
<br />
<br />;;Ize:
<br />
<br />Drawmg Na,:
<br />
<br />VT1692-1D
<br />
<br />Rev,:
<br />
|