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<br />HeS: STRUCTURE OR FADA &: SUB-FAClA CONNECTION REOJIREIIENIS FOR VARIOOS
<br />eCAJ CaNCillONS
<br />
<br />LOAD CONDI nCNS
<br />WiND 'ynooTY LOADS DEAL! + 1I\<t LOADS
<br />
<br />MANUFACTURERS PROPRIETARY SUPPLIES
<br />
<br />TABLE 1: IIAX!I.lUI.A ROCk SPANS FOR ElITE PANEL PROOUCTS, INO
<br />ALUII:NUY COYPOSlTE PANELS STANDARD PANEL W/AlUMINUI.I SH(ATfjING
<br />3105-HHi1'-25 ALLOY 1.0 I EPS CORE DENSITY
<br />
<br />CcASS ROQlJS
<br />HOS: STRUCTURE 100 IJPH 110 IJPH '20 IJPH 2211SJ J21/S, 5711SJ
<br />'C:Jt<ORETE 1/4',I-l/s' CONCRETE SCREWS l) 1r OC------>2 l) l' DC
<br />. WI:XXJ FRAME 1/4"x2" LAG SCREWS l) s" OC ------------>2 l) ,. 0 C
<br />
<br />S~~IN, WIYL A.NO CARPORTS
<br />HOS' STRUCTURE 100 IIPH 110 II PH \20 MPH 221/SF 3211sc 571/SF
<br />OONCRE!1 1/4"xl-1/8' CONCRETE SCREIr) l) 12" OC------>2 0 l' DC
<br />. WI:XXJ FRA-'!E 1/4"x2" LAG SCREWS 0 lr OC----------->2 It I' OC,
<br />
<br />NOllS WOCIJ STRuCTUR[S SHOO\.O CONNECT TO TRUSS BUTTS OR TfjE SUB F ADA
<br />FRAMING '!tHERE POSSIBLE ONl Y IS1. OF SCREWS CA." BE OlJTSlOE IHE
<br />TRUSS Buns/SUB FACIA AND 1110SE AREAS SHALL HA\<t DOO8lE ANCHORS
<br />
<br />AlL SCREWS INTO I11E KOSI STRUCTURE SHALL HA'vf MIN 1-1/4' WASHERS
<br />OR SHALL BE '//ASHER KEAO(O SCREWS,
<br />
<br />'MND LOADS
<br />GtASS ROOMS AND OHR ENCtOSEO BUILDINGS
<br />Yx 0 01g' ___NO_O H ____I'_OH _____Lo H ______LOK_
<br />100 t./PH II' L 10'- s" 10- 8" 11'- 2" 12'- I"
<br />110 t./PK W L g'- 6" g'- g" 10'- 4' 11'- Y
<br />120 IIPK ,//, L. s'- 10" g'- 0' g'- S" 10'- s"
<br />
<br />3'x 0024'_____________________________
<br />100 IIPH 'II, L, 12"- 9' 12'- 11' 13'- s' 14'- I" -----
<br />110 IAPK 'II, L 11'- S" 11'- 10" 12'- 4" 13'- 0"
<br />120 t.IPH 'II, l. 10'- g' 10'- II' 11'- 6" 12'- 4"
<br />J'x O,OJ2"
<br />100 IIPK ,//, L,
<br />110 IAPK 'II L,
<br />120 I.IPK ,//, L
<br />
<br />14'- 10"
<br />13'- s'
<br />12'- s'
<br />
<br />14'- 1 l'
<br />I J- S"
<br />12'- 8"
<br />
<br />15'- 5'
<br />14'- 0'
<br />13'- 0'
<br />
<br />1S'- 0'
<br />14'- 9'
<br />IJ'- 10'
<br />
<br />~ ABlE 1 IAAX. ROOf PAN sPANS ra< GtASS ROOMS
<br />AlUMININUIol INOOS'ffiY STANDARDS ALLOY 3105 H-14 &: H-25
<br />PAN SlIT FOR PAN sPAN USE = "Vl12 .. O,H." SEE DRAVI1NGS .
<br />
<br />10'X 12"X 0.026' _NO OH____~l' O.H,..,;.--2' OH__3' OH
<br />100 UPH 'II, LOAD 11'- 3" 11.....5. 11'- II" -
<br />110 IolPH VI, LOAD 10'- J" 10'- s' 11'- 0'
<br />120 IolPH W. LOAD g'- 5' g'- S" 10'- 3'
<br />
<br />JO'X 12"X 0032"______________
<br />100 IolPH 'II, LOAD 12'- 6" 12'- 9' 13'- r
<br />'10 I.lPH Vi, LOAD ,,'- 5" ,,'- 7" 12'- I"
<br />'20 IoIPH VI, LOAD 10'- 7' 10'- g' 11'- Y
<br />
<br />DEAD .. 1I'vt LOAD &: OR/SNOW LOAD (INQlJOES 2 I/SF DEAD LOAD)
<br />ALL BUILDING 1\1'[ S
<br />:r x 0019' ------ ----
<br />271/SF 12'- 0" 12'- 2" 11'- 8' 13'- 5'
<br />3211SF 10'- 0' 10'- 2' 10'- g' 11'- 8'
<br />571!SF 7'- s' 1'- g' S'- 6" 9'- 7'
<br />Yx 0024'_ --~-
<br />221/SF 14'- 8' 14'- 10' Y 15'- 10'
<br />32t!SF 12"- 2" 12'- 4' 12'- 10" 13'- r
<br />571!SF g'- l' g'- 4' g'- 11' 10'- 1"
<br />:rx 0032'
<br />22I!SJ 11'- 0' 11'- 2' IT- S' IS'- I'
<br />32 I /SF 14'- 2" 14'- J' 14'- 8" 15'- 5'
<br />S7t!5F 10'- g' 10'- 10' 11'- 5" 12'- 4'
<br />
<br />~iOT[ STITCHINC Of 111[ PAN l\(B8INC IS RECOMI.lENDtD IF STlTCHINC IS NOT
<br />PROV1DED '//11 lOx 1/2" $(YEWS 0 2' OC TfjEN REOlJCE TfjE ABO\<t
<br />SPANS BY 20';' EXAMPLE: 3.0'X 12"X 002S' WI NO O,H. sPAN ,,'- y,
<br />(1001.: - 207;) = 1125'x 080 = 9,0' = 9'- 0',
<br />
<br />MANUF ACTURERS PROPRIETARY SUPPLIES
<br />
<br />TABLE 1: CONTINUED; IoIAXlI.lV\.l R()(J' SPANS Fa< (UTE PANEL PROOVCTS, INC, OR
<br />STRUCTURAL PANELS, INC.
<br />
<br />'MND LOADS
<br />GlASS ROQI.IS AND OTfjER ENQOSED BUILDINGS
<br />4", 0019' ___NO_OH,____"_O.H.___2'_O,H ___3'_OH_
<br />100 MPH W, L, 12"- II" 13'- I' 13'- 6' 14'- Y
<br />110 l.lPK 'II L 11'- 9' 11'- II" 12'- 5' 13'- 2"
<br />120 MPH 'II, l 10'- 10' 11'- 0" 11'- r 12'- 5"
<br />4'x 0024"
<br />100 t./PH w-:L~--1~-~T--7-O=--~~T-------
<br />100 MPK 'II L, 13'- 2' 13'- 4' 13'- 9' 14'- 6'
<br />120 t./PH 'II, L, 12"- r 12'- 4" 12'- 10" 13'- 6"
<br />4', 0032'
<br />100 MPH w~1S-=-7-
<br />"0 l.lPH 'II, L IJ- 11"
<br />120 IAPH W L 12"- 10'
<br />
<br />DEAD .. L1\<t LOAD &: ORISNOW LOAO (INCtUDES 2 IISF DEAD LOAD)
<br />AlL BUILDING IWE S
<br />
<br />4'x 0,019'_-_____________________
<br />22IISF 14'- 10' 15'- 0" 15'- 4" 16'- 0"
<br />3211SF 12"- 3' '2"- 5' 12"- 11" 13'- s"
<br />5711SF 9'- 2" 9'- 5' 10'- 0' 11'- 0"
<br />4'x0024'__
<br />mlg
<br />3211SF
<br />S711SF
<br />4' x 0032'
<br />221/Sf
<br />32 liSt
<br />57 fiSt
<br />
<br />MANUF ACTURERS PROPRIE TAR Y SUPPLIES
<br />
<br />US'-..E I MAX. ROOf SYSTEM SPANS FOR ROYAL ALUl.IINUt./ SUPER PANS USED ON
<br />ENQOS!:D BUILDiNC5\GtA5S ROOMS) PROO\JC, PATENT I 4,9IS,8985
<br />AL'JI.IININUII AUOY 3105 H-2S MINII.IW Y1ELl> 30,000 PSI
<br />PAN SlIT Fa< PAN SPAN USE = 'W/2 + OH' SEE ORAVlINCS .
<br />\\1NO LOADS ON ENQOSED BUILDINGS SUCH AS GlASS ROOt.iS
<br />25"~ In 0022__NO OH______,' OH__2' OH____3' OH_
<br />100 IoIPH Vi, LOAD 12'- g" 12'- 15' 13'- 4" 14'- I"
<br />liD l.IPH Vi, LOAD 11'- 7" 11'- g" l1'-:l" 13'- 1"
<br />120 I.lPH ,//, LOAD 10'- 9' 10'- II' '1'- 5' 12'- 3"
<br />2,5'X 12"X 0,028_______________________
<br />100 l.IPK Vi LOAD 14'- s' 14'- 7' 15'- 0' 15'- 8"
<br />110 MPH ,//, LOAD 13'- 2" 13'- 4" 13'- g' 14'- 6"
<br />120 l.IRH 'II, LOAD 11'- r 12'- 4' 12'- 10" 13'- 7'
<br />25"X In 0,030
<br />100 t./PH '// LOAD 15'- 2' 15'- 3' -~B';'--16;:-..7--------
<br />110 I.lPH ,//, LOAD 13'- 10' 13'- 'I' 14'- 4" 15'- 0'
<br />120 t./PH ,//, LOAD 11'- g" 12'- II' 13'- 4' 14'- 0'
<br />2,5"~ 12'X 0036________________________
<br />100 IIRH ,//, LOAD 16'- 4" 16'- 5' 16'- 10" 15'- 10'
<br />110 f.lPH ,//, LOAD ,,'- 10' 15'- 0' 15'- C 15'- 9'
<br />iZO IIPH 'II LOAD 13'- S" \<5~'- 10' 14'- 3' 14'- 1"
<br />
<br />16'- 7"
<br />13'- 9'
<br />10'- 4'
<br />
<br />17'- 7"
<br />14'- 7"
<br />10'- 11'
<br />
<br />IS' - S"---,SC,O;-----16-::-""i(-------
<br />14'- l' 14'- 6' 15'- 2"
<br />13'- 0' 13'- 6' 14'- z"
<br />
<br />16'--g:---,i=--,.---17':-7-------
<br />13'- II" 14'- 4' 15'- 0"
<br />10'- s' ,,'- I' ,,'- ""
<br />
<br />17'- 8"
<br />14'- 9'
<br />11'- I"
<br />
<br />18'- O'
<br />15'- ,"
<br />11'- 7"
<br />
<br />18'- 7"
<br />15'- g'
<br />12'- 5"
<br />
<br />MANUF ACTURERS PROPRIETARY SUPPLIES
<br />
<br />1 ABI.E I: CON llNUE D: M AXll.IIJl.I ROOf sP ANS
<br />'MND LOADS
<br />GlASS ROOI.IS AND 0 THER ENQ OSED BUflDlNCS
<br />4'x 0019'__NO_O,H 1'_0.H,__Lo,H _____LOH,_
<br />100 t./PH 'II, L 11'- ". 13'- l' 13'- 6' 14'- Y
<br />"0 l.IPH ,//, L 11'- 9' 11'- 11' 12"- 5' 13'- r
<br />120 MPH Vi, L 10'- 10" 11'- 0" 11'- 7' 12"- 5'
<br />4'x 0024"..
<br />100 l.IPH ,//, L
<br />100 l.lPH Vi, L
<br />120 t.lPH ,//, L
<br />4'x 0,032"
<br />100 IIPH VI L
<br />"0 IoIPH ,//, L
<br />120 MPH VI, L
<br />
<br />14'- 6'
<br />13'- 2'
<br />12'- 2"
<br />
<br />,4'- 7" --,s:::-O-----i5'=7---------
<br />13'- 4" 13"- 9" 14'- 6'
<br />12'- 4" 12'- 10" 13'- s'
<br />
<br />15'- 4'
<br />13'- ".
<br />12"- 10'
<br />
<br />15'- 5'
<br />14'- l'
<br />13'- 0'
<br />
<br />1s~7-
<br />14'- 6'
<br />13'- 6'
<br />
<br />IS'- 5'
<br />15'- r
<br />14'- 2'
<br />
<br />DEAD + u\<t LOAD & ORISNO'// lOAD (INClUOES 2 IISF DEAD LOAD)
<br />ALL BUlDING T'i?ES
<br />4'x 0,019' -
<br />2211<:;: 14'- 10" 15'- 0' 15'- 4' IS'- 0'
<br />321/SF 12'- 3' 12'- 5' 11'- ,," 13'- s'
<br />571/SF 9'- 2' 9'- 5' 10'- 0" 11'- 0'
<br />4". 0024"
<br />221ISF 1S'- 7' 16'- g" 17'- " It- s'
<br />321/SF 13'- 9' 13"- II' 14'- 4' 15'- 0'
<br />571/<:;: 10'- 4" 10'- 6' ,,'- 1" 1"- ,,"
<br />4'x 0.03r
<br />m/SF 17'- 7" 17'- 8' lB'- 0' lS'- 7'
<br />3211<:;: 14'- 7" 14'- g' 15'- l' 15'- g'
<br />571/g 10'- ,,' ,,'- " 11'- 7" 12'- 5'
<br />
<br />MANUF ACruRERS PROPRIETARY SUPPLIES
<br />
<br />TABlE 1: CONTINUED; t./AXMJI,/ ROC[ $PANS
<br />
<br />'niNO LOADS
<br />GtASS ROOIiS .4....0 OlliER ENQOSED BVILQINGS
<br />5',0.019"__NO_O,H 1'_O,H__2'_O,H___3'_OH._
<br />100 t.4PH VI. L 14'- 11" 15'- 0' 15'- 5' 16'- l'
<br />,,0 t./PH ,//, L 13'- 7' 13'- 9' 14'- 2' 14'- 10"
<br />120 t.lPH 'II, L 11'- 6' 12'- 8' 13'- 2" 13'- ,,'
<br />6'x 0,024'
<br />100 MPH 'II, L 1S'- 7" 15'- -8-;--1~1;---lS'- --a=-------
<br />110 MPH 'II, L 14'- 2' 14'- 4' 14'- 9' 15'- s'
<br />120 t./PK Vi, L 13'- l' 13'- 3' 13'- 8' 14'- 5'
<br />6"x 0032"
<br />100 t./PH w-:-L-16~~-16':-4-;--1~g;---i1:-c--------
<br />"0 MPH Vi, L 14'- 9' 14':" 11" 15'- 4" 15'- 11'
<br />12D l.lPH ,//, L 13'- s' 13'- 9' 14'- 3" 14'- 11"
<br />
<br />OEAD + u\<t LOAD & ORISNOVi LOAD (INQUOES 2 IISF DEAD LOAD)
<br />AU BUILDING T'i?ES
<br />6'x 0,019'
<br />nllSF ---1r=~~-3;----'5'- -7------ IS'- r------
<br />321/SF 14'- 2" 14'- 4' 14'- g' 15'- 5'
<br />5711SF 10'- 7' 10'- 10' 11'- 4" 12'- 2'
<br />6'x 0,024'
<br />2211SF --'7-:::-,T--,e:=--o------;t:4;--~:__;O__----
<br />3211SF 14'- 10" 15'- 0' 15'- 4" IS'- 0"
<br />S?IISF , 11'- l' 11'- 3" 11'- 10" 12"- 7"
<br />6 x 0,032 _________
<br />221/SF :8'- 8" 18'- 9" 19'- l'
<br />J2tlSF 15'- 5" 15'- 7" 15'- ,,'
<br />S711SF 11'- 7' 11'- 9' 12'- 3"
<br />
<br />---------
<br />19'- 7"
<br />16'- 7"
<br />13'- 0'
<br />
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