|
<br />HOS~ STRUCTURE OR FADA Ie SUB-FAQA CONNECnON REO'JIREIolENTS FOR VARIOOS
<br />,OAD CONDITIONS
<br />
<br />LOAD CONDi nONS
<br />'MND ~LO(lTY LOADS DEAD + Llvt LOADS
<br />
<br />MANUFACTURERS PROPRIETARY SUPPLIES
<br />
<br />TABLE 1 IolAX!~UII ROOf SPANS FOR EUlt: PANEL PROOUC1S, INC.
<br />AlUII,NUIoI COIIPOSilt: PANELS $lANOARD PANEL W/AlUIAINUII SHEAm!NC
<br />3105-HI./H-25 ALLOY 1.0 I EPS CORE DENSiTY
<br />
<br />v.\ND LOADS
<br />GlASS ROOI.C$ AND omER ENClOSED BUilDINGS
<br />3', 0 019"___~~0_OH _____I'_OH _____LOH______LOH_
<br />100 IIPH 'II L 10'- 6" 10.- E" 11'- 2" 12'- I"
<br />110 MPH 'II L. 9'- 5' 9.- 9" 10'-.' 11'- 3"
<br />120 MPH W. L. 8'- 10' 9'- o' 9'- S' 10'- 8"
<br />
<br />3', 002."_______________________
<br />100 MPH W. L. 12'- 9" 12.- II' 13'- 5' 14'- 1"--------
<br />/10 I.IPH W. L 11'- 8" 11'- 10' 12'-.. 13'- 0"
<br />120..PH w. L 10'- 9' 10'- II. 11'- 6' 12'-.'
<br />3"x 0032"
<br />100 IAPH W. L.
<br />110 I.lPH W. L.
<br />120 I.lPH w. L
<br />
<br />GcASS ROOMS
<br />HOS; STRUCTURE 100 MPH 110 IolPH 120 IAPH 221/SF 321/5, 571/Sf
<br />~DNCRElt: 1/.',1-1/8' CONCRElt: SCREw) 1)12' OC------>2 0 l' OC
<br />. WOC() FRAIoIE 1/.',2' LAG SCREw) @ 6' OC------------>2 0 ,. 0 C
<br />
<br />SCREEN. WIn., AND CARPORTS
<br />HOS' STRUCTURE 100 ~PH 110 IAPH 120 MPH 221/Sr 321/S' 571/'::!
<br />CONCRElt: 1/.',1-1/8' CONCRElt: SCREw) 0 12" OC------>2 0 I' 0 C
<br />2 WOC() FRAI.!E 1/.',2' LAG SCREw) 0 12' 0 C ----------->2 0" OC
<br />
<br />NOIIS v.QOO STRUCTURrS SHOULD CONNECT TO TRUSS BUTTS OR mE SUB F AClA
<br />FRAMING 'M1ERE POSSIBLE ONLY 157: Of SCREWS CAN BE OUTSiDE THE
<br />TRUSS Buns/SUB FACIA AND THOSE AREAS SHALL HA~ DOOBLE ANCHORS
<br />
<br />All SCREWS INTO THE HOST STRUCTURl: SHALL HA~ lAIN H/.. WASHERS
<br />OR SHALL BE WASHER HEA()(D SCREW).
<br />
<br />14'- 10'
<br />13'- 6"
<br />12'- 6'
<br />
<br />1.'- II'
<br />13'- 8.
<br />12"- 8'
<br />
<br />15'- 5'
<br />14' - 0'
<br />13'- 0'
<br />
<br />\5'- O'
<br />14'- 9'
<br />13'- 10'
<br />
<br />T ABlE 1 I.lAX. Roor PAN SP ANS FOR GlA 55 ROOI.lS
<br />AlUIAININUI.l INDUSTRY STANDARDS AllOY 3\05 H-U I< H-2S
<br />OAN SlIT FOR PAN SPAN ust = .'11/2 + O.H.' SH DRA'MNGS .
<br />
<br />lO'X 12'X 0.026._NO OH____j O.H.___2" OH__3' OH
<br />100 ~PH w. LOAD 11'- 3" 11'- 5" 11'- 11' -
<br />110 I.lPH w. LOAD 10'- 3' 10'- 5' 11'- 0"
<br />'20 ~PH w. LOAD 9'- 5' 9'- 8. 10'- 3'
<br />
<br />}C'X 12'X 0032.
<br />100 ~PH w. Lom~~l2Cg;-;r:r--------
<br />'IOI.IPH w. LOAD 11'- 5' 11'- 7. 12'- I'
<br />'20 ~PH w. LOAD 10'- 7" 10'- g' 11'- 3'
<br />
<br />DEAD + LM: LOAD & OR/SNOW LOAD (INClUDES 2 I!~ DEAD LOAD)
<br />All BIJILDING TYPES
<br />3.x 0019.
<br />221!Sf
<br />321/Sf
<br />571N
<br />J"x 002."
<br />221/'*
<br />321/'*
<br />571!Sf
<br />3.x 0032'
<br />221/'*
<br />321/~
<br />57 I/Sf
<br />
<br />~IOT[: STITCHING Of THE PAN 'llEBBINC IS RECOMMENDED Ir STlTCHING IS NOT
<br />PRO'l1DED 1'1/ I lOx 1/2' SCRrWS 02" OC. mEN REDVct mE ABOvt
<br />SPANS BY 20~ EXAMPLE; 10'X 12'X 0.026. W/ NO OX sPAN 11'- 3",
<br />(100~ - 20%) = 11.25', 0.80 = gO' = g'- 0'
<br />
<br />MANUFACTUf~ERS PROPRIETARY SUPPLIES
<br />
<br />T ABLE I MAX. ROef SYSn:1I SPANS FOR ROYAL ALUI.lINUIJ SUPER PANS ustO ON
<br />ENQOSW BUILDINCS(GtASS ROOMS) PROOUCT PAlt:N' I .,918,898S
<br />ALUMININUI.l AllOY 3105 H-28 I.lIN!IMI Y1ELD 30,000 PSI
<br />PAN SiIT FOR PAN SPAN USE = ''11/2 + OH.' SEE DRA'MNGS .
<br />v.\ND LOADS ON ENQOSED BUILDINGS SUCH AS GlASS RQOl,IS
<br />25'X 12'X 0022__NO OH______l' OH__-.-2' OH____3' OH_
<br />100 M~ w. LOAD 12'- g' 12'- 15' 13'- 4' 14'- l'
<br />110 I.lPH w. LOAD 11'- 7" 11'- 9. 12'- 3' 13'- l'
<br />'20 ~~ VI LOAD 10'- 9. 10'- 11' 11'- 5' 12"- 3"
<br />25'X 12'X 0.D28________________________
<br />100 I.lPH 1'1 LOAD 1.'- S" ,.'- 7. 15'- o. 15'- 8'
<br />110 I.lPH w. LOAD 13'- 2' 13'-.' 13'- 9' 1.'- 6'
<br />120 I.lPH w. LOAD 12'- 2" 12"-.. 12'- 10' 13'- 7.
<br />25'X 12'X 0030______________________
<br />100 I.lPH 1'1 LOAD 15'- 2. 15'- 3' 15'- 8' 16'-.'
<br />\10 ~PH w. LOAD 13'- 10' 13'- 11' 14'- 4' 15'- 0"
<br />120 M~ 1'1 LOAD 12"- g' 12'- II. 13'-.' '4'- 0'
<br />25'x In 0036________________________
<br />'00 I.l~ 1'1 LOAD 16'-.' 16'- 5' 16'- 10' 15'- 10'
<br />\10 I.lPH W. LOAD ll'- 10' 15'- o. 15'-.' 15'- g.
<br />:20 I.lPH w. LOAD 13'- 8" \<6bJ'- 10' ,4'- 3' 1.'- 11'
<br />
<br />lr=-CT-12\:""-r--li':--e----,T~----
<br />10'- o' 10'- 2' 10'- 9' 11'- 8'
<br />i- 6' 7'- 9' 8'- 5' 9'- 7'
<br />
<br />14'- 8' --~.--
<br />12'- 2. '2'-.'
<br />9'- I' 9'-.'
<br />
<br />17' - 0'
<br />14'- 2'
<br />10'- 9.
<br />
<br />17'- 2'
<br />14'- 3'
<br />10'- 10'
<br />
<br />15'- 3"
<br />12'- 10'
<br />9'- II'
<br />
<br />17'- 6'
<br />14' - 8"
<br />11'- 5'
<br />
<br />15'- 10'
<br />13'- 7"
<br />10'- 11"
<br />
<br />18'- 1.
<br />15'- 5'
<br />12'- .'
<br />
<br />MANUFACTURERS PROPRIETARY SUPPliES
<br />
<br />15'- .'
<br />13'- II'
<br />12"- 10'
<br />
<br />16'- 7'
<br />13'- 9'
<br />10'- ..
<br />
<br />17'- 7"
<br />14'- 7"
<br />10'- 1'.
<br />
<br />15'- 5'
<br />'4'- l'
<br />13'- o'
<br />
<br />-,5'=""lo;-----15"7:--s---------
<br />14'- 6' 15'- 2'
<br />13'- 6' '4'- 2'
<br />
<br />15'- 4'
<br />12"- 11.
<br />10'- o.
<br />
<br />--------
<br />16'- 0'
<br />13'- 8'
<br />11'- 0'
<br />
<br />16'--g;---,7"7:-?---17':-7-------
<br />13'- 11' '4'-.. 15'- O'
<br />10'- 6' 11'- l' 11'- 11'
<br />
<br />17'- S"
<br />14'- 9'
<br />11'- 1"
<br />
<br />18'- o'
<br />15'- ,.
<br />11 '- 7"
<br />
<br />18'- 7'
<br />15'- 9'
<br />12'- 5'
<br />
<br />MANUFACTURERS PROPRIETARY SUPPLIES
<br />
<br />TABLE 1. CONTINUED: MAXll.IUtJ ROOf SPANS
<br />v.\NO LOADS
<br />CLASS RQOl,IS AND OTHER ENCLDstD BUllDlNGS
<br />.'x 0019'__NO_0.H ,'_O.H.___Lofi_____3'_O.H._
<br />100 MPH w. L. 12"- 11' 13'- l' 13'- 6' 1.'- 3"
<br />110 I.lPH W. L. 11'- 9' 11'- 11" 12"- 5' 13'- 2'
<br />120l.lPH w. L 10'- 10' 11'- 0" 11'- 7' 12'- 5'
<br />.'. 0024'_ _
<br />100 IolPH w. L 14'- 5. 14'- 7. 15'- 0" -15'::7---------
<br />100 I.lPH w. L 13'- 2. 13'-.' 13'- 9' 14'- 6'
<br />120 MPH w. L. 12"- 2' 12"-.. 12'- 10" 13'- 6'
<br />.'x 0.032'
<br />100 UPH w~I~---,~-15~W---,5'- 5'
<br />,,0 IlPH W. L 13'- 11' If- l' 14'- 6' 15'- 2'
<br />120 I.lPH W. L 12"- 10' 13'- 0' 13'- 6' 14'- 2'
<br />
<br />()(AD + U~ LOAD Ie OR/SNOW lOAD (INCLUDES 2 IN DEAD LOAD)
<br />ALL BUILDING TYPE S
<br />."x 0.019" ---
<br />m/Sf 14'- 10' 15'- 0' 15'- ~' 15'- 0'
<br />321/Sf 12"- 3' 12"- 5' 12"- 11" 13'- 8'
<br />571/Sf 9'- 2' 9'- 5' 10'- o. 11'- 0'
<br />."x 0024'
<br />221/St 16'- 7" 16'- g' 17'- ,. 17'- 8.
<br />321 /Sf 13'- 9' 13'- 11' 14'- ." 15'- O.
<br />571/Sf 10'- ~. 10'- 6. 11'- ," ,,'- 1"
<br />..x 0.032'
<br />mlSf 17"- 7. 17"- 8' 18'- 0' 18'- 7.
<br />321/Sf 14'- 7. '4'- 9' 15'- ,. 15'- 9.
<br />571/~ 10'- "" 11'- 1" 11'- I 12"- 5'
<br />
<br />MANUF ACTURERS PROPRIETARY SUPPLIES
<br />
<br />TABlE 1: CONTINUED; IlAXlI.fVI,/ ~ SPANS
<br />
<br />'!lIND LOADS
<br />GlASS RQOI.lS AND omER ENQOSED BUILDINGS
<br />S.x 0.01g.__NO_O.H__"_OH___2'_0.H___LOH_
<br />100 I.lPH W. L 1.'- 11" 15'- o' 15'- 5' 16'- l'
<br />110 I.l~ w. L 13'- 7" 13'- 9' 14'- 2' 14'- 10'
<br />120 I.lPH W. L. 12"- 6. 12'- 8' 13'- 2' 13'- 11.
<br />6', 0.02.'
<br />100 I.lPH w-C-l5;::-r~:--8-;--I6Cl'--~-r--------
<br />110 I.lPH W L. 14'- 2. 1.'-.' ,.'- 9' 15'- 5'
<br />120 MPH W. l. 13'-'. 13'- 3' 13'- 8' ,.'- 5'
<br />6', 0.032'
<br />100 I.lPH w~--16;::-T-~=-4-;--I6Cg;---;r::-4-;--------
<br />110 I.lPH w. L ,4'- 9' I.':' 11. 15'-.' 15'- 1"
<br />120 UPH w. l. 13'- 8. 13'- 9' 14'- 3' 14'- 11'
<br />
<br />OEAD + LM LOAD It OR/SNOW LOAD (INClUDES 2 I/SF DEAD LOAD)
<br />All BIJILDING TY?ES
<br />6.x 0019'
<br />221/Sf -~7-~-3;-----,SC-7"----~7------
<br />321/Sf '4'- 2' 14'- 4' ,.'- 9' 15'- 5'
<br />571/Sf 10'- 7" 10'- 10" 11'-.' 12'- 2'
<br />6'x 0.02.'
<br />m/Sf --17~IT--,s:=--o--~:~'
<br />321/Sf 1.'- 10' 15'- 0" 15'-.'
<br />571/Sf 11'- 1" ,,'- 3' '1'- 10'
<br />6'x 0032'
<br />22//<;;
<br />321/'::!
<br />571N
<br />
<br />1 {:--w-----
<br />16'- o.
<br />12'- 7.
<br />
<br />--18~---;s::-g;---i9'~-"---~7'------
<br />15'- 5' 15'- 7. 15'- 11. 15'- 7"
<br />11'- 7' 11'- 9' 12'- 3' 13'- o'
<br />
<br />MEETS THE REQUIREMOOS
<br />(',F CHA?TEFlI2QS see 19')1 ED
<br />
<br />DA Tl R( \lSlCNS 01~
<br />1/9.
<br />
<br />~b
<br />'" '"
<br />~~
<br />t?~
<br />~~
<br />25'"-
<br />wI:::
<br />"'z
<br />ww
<br />=~
<br />=g;
<br />J06
<br />o~
<br />w~
<br />~u
<br />2:!i1
<br />OCSO
<br />~=,Oi
<br />was",
<br />~o~
<br /><:;~2
<br />zo!;:
<br />::;~~
<br />a:t;;\I"l
<br />
<br />~, ~
<br /><oz2
<br />02:"'<
<br />i~i~g
<br />~~V'l~~
<br />~o~:r~
<br />~:aB--
<br />~<==~
<br />o~..~
<br />~~f5Qu
<br />~-~~~v<
<br />~i~o~~
<br />~~~~e;~
<br />-< ' _c>-
<br />-w~iI<:22s
<br />~tiol!i5u
<br />ClZb(C
<br />:i1>;i::>2;i<
<br />If i3wo
<br />i5~i3~"'~
<br />c::: 0-0::>
<br /></5'-' tx
<br />:2 ~!~~
<br />i3~uVl"'''''
<br />'2~~~~
<br />:~lj~ow
<br />;ilfg:S::i1=
<br />
<br />TABLE 1: CONTINUED; I.lAXlI.lU\.l ROCf SPANS FOR EUn: PANEL PROOUCT5. INC. OR
<br />STRUCTURAL PANELS. INC.
<br />
<br />WINO LOADS
<br />GtASS R()()I.lS AND OTHER ENClOS<:D BUILDI~CS
<br />4', 0019' ___NO_O.H.____l'_O.H.___LO.H ___3'_OH_
<br />100 MPH w. L. 12'- 11' 13'- 1" '3'- 6' 1.'- 3'
<br />110 IIPH W. L 11'- 9. 11'- 11" 12'- 5' 13.- 2.
<br />120 I.lPH w. l 10'- 10' 11'- o. 11'- 7" 12'- 5'
<br />.'x 002."
<br />100 I.lPH W~L~--1~7-1(:-T--~0""-~=-T-----n
<br />100 MPH W l. 13'- 2' 13'-.' 13'- 9' 14'- 6"
<br />120 I.IPH W. l. 12'- 2' 12'- 4. 12'- 10' 13'- 5'
<br />.'. 0032.
<br />100 I.lPH W. L.
<br />110 I.lPH w. L
<br />120 I.lPH w. L
<br />
<br />DEAD + Llvt LOAD It DR/SNOW LOAD (INQUOES 2 liSt DEAD LOAD)
<br />All BUILDING TY?ES
<br />.'x 0019._-_______
<br />nl/Sf 14'- 10. 15'- o'
<br />321/SF 12'- 3' 12"- 5'
<br />57//Sf 9'- t 9'- 5.
<br />.', 002.'
<br />m /St --
<br />321!Sf
<br />571/Sf
<br />4'. 0032'
<br />221/Sf
<br />32, /Sf
<br />57USf
<br />
<br />Cf)
<br />a:
<br />UJ
<br />>
<br />o
<br />()
<br />o
<br />:J
<br />o
<br />(/)
<br />
<br />~
<br />B
<br />
<br />g~
<br />J" ~
<br />, u
<br />00 g en
<br />
<br />[!ij ~ ~
<br />~....~
<br />~ ~~g
<br />~ I V'l~;=!
<br />@~cr~~
<br />~15~g~
<br />~ ::~~
<br />~. -~-
<br />
<br />
<br />
<br />
<br />/~I~~
<br />
<br />l SEA~
<br />
<br />*!~ 1
<br />
<br />3~
<br />
<br />if 3
<br />
|