|
<br />
<br />K."
<br />@UGS "
<br />l' 0, K,
<br />II'. U'
<br />U' - O'
<br />10'- J.
<br />
<br />110 /U'H II. LOAD ,,-,.
<br />l.:...Q:1 H.:1 ~...!!.H 11'- 12'. '"
<br />100 IG'H II, LOAD 6" 11'- ,.
<br />110 /'!PH II, LOAD U,.,. 10'- ,.
<br />110 /lPH II. LOAD 10'- l'
<br />LO"! H:! 9.036 1 Il'- I"
<br />100 /U'H II. LOAD 1 '. 11" 11 '_ 11'
<br />UO /U'H II. LOAD U'- 9" 11'- 0"
<br />no /lPH II, LOAD 10'- 10'
<br />L.!!.:1 H.:1 ~O 14'- '" 14'- 1"
<br />100 /'!PH II. LOAD 13'- l' 13'. )'
<br />110 /'!PH II. LOAD 1"- l' 12'. O'
<br />110 IG'H II. LOAD. I
<br />ALUMI/lIN~ ALLOY I!::l! ~ !QllH TIllLD 1!l!! 18,000 PSI
<br />pAiCITIE !Q0(1 llilf ~ :J!' M SHOWN O!! Q,RAIIlllGS "
<br />hQ.:! !l:! 0,016 I)'. 6" 13'. ." 14'- I"
<br />100 /lPH II. LOAD 12'.)' 12'. ,. 11'- 11'
<br />110 /\PH II, LOAD 11'..' II'. ,. 11'. O'
<br />110 /I1'H II, LOAD -
<br />~ 11.:1 0,031 1". 1". )'
<br />:~g ~~ :: tg~ 13'-~: 11'2:_- 1100:
<br />110 IG'H II. LOAD 12'-"
<br />LQ.:! 12"% 0,036 15'- '" 15""
<br />:~~ :~ :: tg~ 11~"'.- l' 14': 2':
<br />no IG'H II, LOAD I O' 13'-
<br />~ 11:1 ~!! 1" 11'. " 11' 9"
<br />100 /II'I( II, LOAD 1. 4 -
<br />110 /\PH II. LOAD 15'- 9' 15'- 11' 16'. ,.
<br />no IU1l w, LOAD 14'. l' 14'- 9' 1"- I"
<br />ROYAL ALUMlIIVl1 SVl'n-PAIl PANW 310'-1116 m! .,916,696
<br />PAHSlZS ROOM 6PAH . 'W" M SH01rJl Olf DIl.AWlNGS "
<br />l..:..!:! 12" % 0.022 !2 2... ~ C 2... !L. !.=. 2... !L.
<br />100 /lPifi. LOAD 13'- 6' 14'. O' 14'- ,.
<br />UO IG'I( W. LOAD 12'- '" 12'. 10' 1"- )'
<br />110 IU1l II, LOAD 11'- I" 11'- 10' 12'- 4"
<br />
<br />l..:..!:! 12'% 0,026 '9" 1". 10' 16'- 3"
<br />100 /I1'H W. LO~ t~,- 4' 14'- 6' 14'- 10"
<br />110 /\PH w, LO . 1)'..' 13'- 10'
<br />120 /\PH II, LOAD 1".)" -
<br />~:1 11.:1 0,030 16'- 6" 16'-'" 16'- U'
<br />100 /lPK 1/, LOAD 2" 1"- 6"
<br />110 /IPH W, LOAD 15'- 0" 15'- 0" 1~'-"
<br />120 /\P1f W, LOAD 13'- 11" 14'- - I
<br />l..:..!:! !X:J 0,036 18' _ 2"
<br />100 /IPH W, LOAD 11'- 9" 11'. 10" 16'- ,"
<br />UO /\PH W. LOAD 16'- a" 16'- ," 1"-'"
<br />120 /IPH W, LOAD 14'- 11" 13'- 0" I
<br />
<br />~ TOTAl, 10011 !!!mI ~ :!.: nOI1 IM.Y 1 Q! } t Wffi1 21 2... \L.
<br />
<br />Wll 11 &1, lmlPgJ lQI o~ 120M
<br />
<br />l'
<br />I"
<br />3"
<br />
<br />1"-
<br />11'-
<br />11'-
<br />
<br />13'. 6"
<br />11'- '"
<br />11'- ,"
<br />
<br />14'- 11'
<br />13'- 9"
<br />12'. ,.
<br />
<br />1"- ,.
<br />14'- 4"
<br />13'- 4"
<br />
<br />16'- O.
<br />14 '. a"
<br />1". '"
<br />
<br />~&'~l!l!l1!l l.!!Q!i~IU I!AHDA1U)~
<br />COI'lPOS1T1 mn~ lli1=lli '!L W ! U.! ~QB! ~!;Hm
<br />PAIlIL SIlll ROOI1 8PAH . 'W' AS SHO.. O. DRAWINGS "
<br />1.:.1 H.:1 !L.!!l! !Q 2... ~ ~ 2... !L. !.=. 2... !L.
<br />100 /U'1f W, LOAD 9'- 10' 10'- O' 10'- ,.
<br />110 ~ lI. LOAD S'- 11' 9'. 2' 10'- ,.
<br />120 ~ W, LOAD 1'-)" 6'- ,.. 9'. 2'
<br />l:J !!:J W1!
<br />100 /U'H lI, LOAD
<br />UO /U'lI W. LOAD
<br />120 /U'H W, LOAD
<br />l:J !.!:! 2,032
<br />100 /U'H W. LOAD
<br />11 0 /\PH lI. LOAD
<br />120 /U'H W, LOAD
<br />!.:1 11:! !!...gH
<br />100 IU'H W, LOAD
<br />U 0 /\PH lI. LOAD
<br />DO IU1l w, LOAD
<br />!.:1 !!:! !!...g11
<br />100 /U'H W, LOAD 14'. l' 14'. 3' 14'- I'
<br />UO IG'H W. LOAD U'. 10' 15'. I" 13'- ,.
<br />120 /IPH W, LOAll 11'- 10' 12'- 0" 12'- ,.
<br />MI irMlBPANS POR- STaV<:nIRAL- PAN BLS-ALVi1I NUM ROO' CO/'lPOS In
<br />PANBU S1ANOAlUl PAUL If(ALIll'.INIl/\ 8KUTKlNG )103-KI0(H-3S ALLOY
<br />La_ EPS COU DBNSlTY
<br />WIND LOADS
<br />GLASS RQO/'lS AMD OTHEI ENCLOSBD BUILDINGS
<br />)'. 0.019'
<br />Ieio FiPin. L.
<br />IlO Mi'Il II, L,
<br />120 MPI( II. L.
<br />)', o.oao"
<br />100 iiPii-w, L,
<br />110 I'fP1l II, L,
<br />120 >WlI w, I.,
<br />)-:1 0.0"-
<br />ioa FWii-i. L, 13'-~'
<br />110 I'fP1l II. L, 13'- '"
<br />120 IIPll II. L. 13'- ,.
<br />DEAD . L I n LOAD . OI(SlO. LOAD
<br />ALL BUILDING TYPES
<br />)'. 0,019'
<br />Hi/s;-
<br />)l'/S'
<br />B'/S'
<br />)', O.OH"
<br />Hi/s;
<br />)2' / SF
<br />B_/8'
<br />)'. 0,0))'
<br />~i;/s;--
<br />)2I/S,
<br />~1I/8P
<br />
<br />11'- $"
<br />10'- $"
<br />9'- '"
<br />
<br />11'- ,.
<br />10'. ,.
<br />9'- 10'
<br />
<br />l'
<br />1-
<br />$" ,
<br />
<br />12'-
<br />11'-
<br />10'-
<br />
<br />11'- .-
<br />11'- ,.
<br />10'- S.
<br />
<br />13 '- O'
<br />U'- U"
<br />U'- I"
<br />
<br />13'- '"
<br />U'- '"
<br />10- ,.
<br />
<br />12'-
<br />U'-
<br />10'-
<br />
<br />)"
<br />I"
<br />)"
<br />
<br />12 '- 10'
<br />U'- 10"
<br />U'- O'
<br />
<br />11'- 4W
<br />11'. ."
<br />10'- '"
<br />
<br />I I '. "
<br />10'- I'
<br />"_ 4"
<br />
<br />13 '- "
<br />10'- la'
<br />10' - "
<br />
<br />13'- 0'
<br />II'. 9'
<br />11'- 1"
<br />
<br />I I '- I'
<br />10'- )'
<br />9'- 6'
<br />
<br />13 '- 10'
<br />13'- I'
<br />11'- 1"
<br />
<br />14'- 0'
<br />12'- 4'
<br />11' - 3"
<br />
<br />13'- I'
<br />Il'- 6'
<br />11'- I"
<br />
<br />14'- 3'
<br />13'- 9'
<br />11'- 11'
<br />
<br />IS'-" IS'- II'
<br />13'- I' 14'- I'
<br />12'- I' 13'. 0'
<br />(IXCLIJDIS 3 '/8' DIAD LOAD)
<br />
<br />16'- "
<br />14'- 10.
<br />13'- 10'
<br />
<br />13'- .'
<br />10'. "
<br />1'_ 0'
<br />
<br />12'- 11'
<br />10'- ,.
<br />1'- )'
<br />
<br />14'- l'
<br />13 '- 3'
<br />10'. 0'
<br />
<br />13'- 4'
<br />11'- )'
<br />9'- 0'
<br />
<br />13'- 4'
<br />13'- a'
<br />9'- I'
<br />
<br />13'- 3'
<br />12'- 10'
<br />"- II'
<br />
<br />16'- 3'
<br />14'. 0'
<br />lP- ---
<br />
<br />13'- 10'
<br />13'- 4'
<br />10'- 6'
<br />
<br />l' '- I'
<br />10 '- 3'
<br />10'- 10'
<br />
<br />11'- )'
<br />14 '- 4'
<br />11'- 0'
<br />
<br />11'- I'
<br />13'- S'
<br />13 '- 4"
<br />
<br />I' '. '"
<br />14'- "
<br />11'- 6'
<br />
<br />~ !Q!~~ ~QQr r~~~~ !!~ ~ ~~ !!~ r.~, !~~. !!~ p~~1 Q!~~~g
<br />
<br />l6AU U 0MllM:l ~ tQll lliUJ1 Qll. til.All a2Ql1 \If:.B..W1U
<br />~ ~ I=..t ew...g,a
<br />
<br />\l$IHG 'CI\([M 'Nil:1. WIDTH 'w' ,_ DllAWIN(lo nU(;T U'~ 'W ~ OH DAAWIHG
<br />P'oAXllfv'1 U'AN 'H'
<br />u.:. u.:.
<br />
<br />"'10TH 'w' .
<br />[XTRVS!ONS
<br />". a'a 0.0.'.
<br />
<br />u..:.
<br />
<br />u;
<br />
<br />~
<br />
<br />tC
<br />
<br />,'-10.
<br />
<br />,'. ...
<br />
<br />"-11-
<br />
<br />1'- ,.
<br />
<br />,'. '"
<br />
<br />". l'
<br />
<br />1'. 2'. 0.0+0' at. J' "." 7'.,' "." ,'..' ,'e l' 1'-10'
<br />
<br />J'I 2'. 0.044' ,'. 2' I'." 7'-11' 7'.,' 7'. l' ,'."
<br />
<br />2'. 2'. O.O~. 10'. 2' ". I' "-10' 1'- 2' 7'-11' 7'." 7'. 2'
<br />
<br />2'.2'. 0.0'3' 12'-10' 11'-10' 11'., I' 10'- ,. ,'-11' ,'.,' ,t. l'
<br />
<br />"I 2'. O.O~. lO'- I' "-II' ,'. 2' a'-.- .'.)- "-,,- ,'..'
<br />
<br />2'. )'1 0.0$0' 12'.10' 11'.11' 11'- 1- 10'..' ,'-II' ,'. ,. 9'. I'
<br />
<br />2'. )'1 0.070' 1)'- a' 12'- a' 11'-10' 11'- 2' 10'. 6' 10'- I' "."
<br />
<br />~
<br />
<br />.'-10'
<br />
<br />
<br />. Cf:..oHS nc P'oAxllfv'1 SPItH THf: [XTRVSIOt1 WILL SPAN wiTH OVT NlC..oIlS, I II[COM/'lENO ~
<br />NICHOllS NO L[SS THAN 2' 0,(;, ~ AHCHOAS INTO r:~~T[ otCK WITKIH .' E~CK .IO[
<br />UPR110HTI NfO) "'T 2' O,r:. "1"11fv'1.
<br />
<br />HOT[S. I, Gl...SS ROOMS' TH( /llOOlT1OH Of' nc AL~!NI.ot1 W!NOOW 'II"""E A.'() TIlE STRVCTVIIA
<br />SUPPOll1 ,0,00[0 TO niE UPII1G1<1 BY WlNOOW ~ C>OOIl 'II...,.,[S AlLO'o/1 Gl...SS 1l00000S T
<br />8E n\N1[O VSI~ "1"1_ UPIIIG1<T N-IO W1NOOW &OTTOH SUPPORT Dll 2'x 2')( 0.04'
<br />EnRVSIOH '011 TH( "1~T WALl. &[A/'1 ~ UPRIGHTS .... $HO'o/N OH TH( CORRUPOHOI,
<br />DllA~IHGS ~ RELATEO T...~tS, ~lTl~ l'll 2' II 0,04' STVlS ~1. e[ ,0,00[0
<br />\HXII THE W1HOOW IUP?OAT MIL.
<br />
<br />2, YINYI. ROOMS' THE $A/'l( STRUCTURAl. L~ING AS 'CRtEN ROO/'lS APPLIES, LIKE
<br />~R[[II THE YINYI. WlUo ..~ OVT "'T WINO YEI.Ot:UY Of' U TO 70 /'PH,
<br />
<br />FOR SPAN. L OM DRAWING USI LARGER 0': "A' . W(2+ OVERHANG OR 'W/2'
<br />eEAM SIZll BIAMPLI: FOR "A'. S' + 1'. " GO TO " WIDTH "A'
<br />~IQI!! ~ l2!! lID! ~ LOAll ill IG'H ~!&tJ! ill lID! ~ lli~
<br />2'z 2"zO,04" .IT
<br />$'
<br />
<br />~ rn2lli
<br />
<br />6'
<br />9'
<br />la'
<br />)"z 1'%0,050" lIT
<br />"
<br />"
<br />T'
<br />6'
<br />9'
<br />la'
<br />2"z 2'% 0,093' OR
<br />"
<br />6'
<br />"
<br />8'
<br />9'
<br />10'
<br />)'z 2"z 0,0'0' lIT
<br />"
<br />"
<br />l'
<br />8'
<br />9'
<br />10'
<br />)'z 2"% O,OTO' lIT
<br />$ ,
<br />6'
<br />"
<br />6'
<br />9'
<br />10'
<br />)"z '"lI O,O~O"
<br />"
<br />"
<br />, ,
<br />6'
<br />9'
<br />10'
<br />)'z ."1I 0,0'0'
<br />"
<br />6'
<br />l'
<br />e'
<br />9'
<br />10'
<br />
<br />TAUll !l P:lAl", nOIf! !!A&,!Z UM IP~S mll~ , ~S! RQQ!!!
<br />60U T-' ALLOY
<br />
<br />6'-
<br />I. ~ ~.:.:
<br />".
<br />$'-
<br />4'.
<br />4'.
<br />
<br />'"
<br />0"
<br />f"
<br />2'
<br />11'
<br />a'
<br />
<br />"- O.
<br />$'- "
<br />5*=17
<br />4'- 9.
<br />4'- ,-
<br />4'- ,.
<br />
<br />7'- 4"
<br />6'- e-
<br />". 2-
<br />.s'- 9-
<br />S'. S.
<br />"- 2"
<br />2'% 1"% 0.050'
<br />9'. ,.
<br />a'. S.
<br />"- 10'
<br />1'- )-
<br />"- 11'
<br />6'. ,-
<br />
<br />6'.
<br />"-
<br />$'-
<br />$'-
<br />"-
<br />4'.
<br />
<br />6' ,
<br />l'
<br />a'
<br />)'
<br />0"
<br />S'
<br />
<br />liT
<br />
<br />a'-
<br />1'-
<br />".
<br />6'-
<br />6'-
<br />"-
<br />
<br />$'
<br />S"
<br />l'
<br />a"
<br />"
<br />11'
<br />
<br />1'-
<br />"-
<br />"-
<br />"-
<br />"-
<br />"-
<br />
<br />'"
<br />0"
<br />,.
<br />I"
<br />'"
<br />'"
<br />
<br />, '-
<br />6'-
<br />$'-
<br />"-
<br />"-
<br />5'-
<br />
<br />0'
<br />'"
<br />11"
<br />,.
<br />)'
<br />0'
<br />
<br />9'- 10"
<br />9'. 0"
<br />a'. ..
<br />"'. 9.
<br />1'. 4.
<br />1'- 0-
<br />T1~T J~
<br />9'. 3.
<br />e'- '"
<br />"- 10'
<br />"'. 3.
<br />6'- 10'
<br />". ,-
<br />TaT &lAM
<br />11'. l'
<br />10'- )'
<br />t'. ,.
<br />1'- 11-
<br />S'- $"
<br />I'. O.
<br />
<br />9'_ O.
<br />S'. )-
<br />1'. .,-
<br />"'. 1-
<br />6'. ,.
<br />6'. .-
<br />
<br />6'-
<br />"-
<br />"-
<br />"-
<br />6'-
<br />"-
<br />
<br />"
<br />a"
<br />I"
<br />6"
<br />)"
<br />11"
<br />
<br />10'- '"
<br />". s-
<br />". .-
<br />1'- 1-
<br />"'. a-
<br />1'- )-
<br />
<br />~ 110 /'lPlI WIlrtl LOAD !1c!!;Q~ U!J &,Q..Al1 YQ!iill~ lQ! !~!:!Q! !22l
<br />ill iiIJcotuli1ll2Jau..B~1011 2! UM m ~ Q!! pOOF,
<br />
<br />$'-
<br />$'-
<br />i7=
<br />4'.
<br />.'-
<br />)'.
<br />
<br />"-
<br />$'-
<br />$'-
<br />4'-
<br />4'-
<br />4'-
<br />
<br />2'
<br />a'
<br />)"
<br />10"
<br />,"
<br />4"
<br />
<br />1'-
<br />"-
<br />"-
<br />6'-
<br />"-
<br />"-
<br />
<br />O'
<br />3'
<br />9'
<br />."
<br />11'
<br />a'
<br />
<br />6'-
<br />$'-
<br />$'-
<br />S'.
<br />4 '-
<br />,'-
<br />
<br />6'
<br />11'
<br />6"
<br />l'
<br />10'
<br />'"
<br />
<br />a'-
<br />1'-
<br />1'-
<br />"-
<br />6'-
<br />$'.
<br />
<br />4'
<br />'"
<br />0'
<br />$'
<br />2"
<br />11"
<br />
<br />1'-
<br />".
<br />".
<br />6'-
<br />"-
<br />,'.
<br />
<br />10'
<br />l'
<br />,.
<br />2"
<br />10"
<br />'"
<br />
<br />9'.
<br />a'-
<br />I'.
<br />".
<br />1'-
<br />"-
<br />
<br />"
<br />"
<br />i-
<br />$'
<br />2'
<br />11'
<br />
<br />6'
<br />I'
<br />0'
<br />,.
<br />l'
<br />9'
<br />
<br />
<br />~
<br />
<br />Aluminum co~hr-og
<br />,"se,t,
<br />
<br />
<br />TA~~~ !1 ~X, ROOF AREA FOR ALU~INUH POST FOR A HOUSE PORCH
<br />FOR ALLOWABLE ROOF AREA USE "AREA" . S X (W/2 + Q,H,l
<br />EXAMPLE: 'S'. 7' , w. 11', , O.H, +. 2' THUS: "AREA' . '6 SF
<br />POST TYPB MAX, ALLOW, ROOF AREA FOR VARIOUS TYPB POST IN SF
<br />DESIGN LOADS ARB WIND VELOC1TY LOADS
<br />POST HOT POST lUX , WA!,j,oR-~ TO-~l lill i !)o ~EH:- -
<br />3"1I 3"%0,060" ROLL FORMED"'
<br />-7"':-9.---8,760-- 161
<br />
<br />3"1I 3"%0,060' SCALLOPED"
<br />-100:10.-------10;000-
<br />
<br />, S woo<! 3crt" with 'lIostiefS
<br />J per panel
<br />
<br />/ ,AJu-nnum roof (Stt Gelol)
<br />
<br />2' x 4' Top ft
<br />
<br />
<br />6' x 6' - 10 x 10 Wf
<br />
<br />____ Triple grip ~\X,itane OIlchors and
<br />allerno\e studs lop on4 bollom '
<br />
<br />2' N 4' studt 0 16' a.e.
<br />
<br />
<br />2' I 4' bio<:king 01 mid-poinl
<br />
<br />App'oved siding as required "-
<br />
<br />1/.' x )' ICK1g emb. expo "
<br />bolls 0 24' o.c. wilh
<br />1/a' x I 1/2" .os~,efS ---....
<br />
<br />L
<br />
<br />4"
<br />
<br />-----
<br />
<br />P.T. 2' x 4'
<br />
<br />
<br />WOOD fRAMED UnUTY OR FLORIDA ROOM
<br />
<br />1/4" Ihru boll'
<br />
<br />Post 3"x3"xO,125"
<br />
<br />190
<br />
<br />3"x 3"1I 0,90' TVBE"
<br />-rI.:Io.------i4~50
<br />
<br />--1'11-
<br />
<br />3"x 3"1I 0.1"" TUBE"
<br />-11.=-a"-------19;~~o
<br />
<br />-6~3
<br />
<br />4"x 4"1I 0,12'" TUBE"
<br />-15.:-9"-------16;190-----------------,99--------------------
<br />
<br />\14" lhru boll
<br />/
<br />
<br />"
<br />
<br />, ,
<br />~.~-
<br />
<br />,
<br />
<br />· ALLOY 6063 T-6
<br />.. ALLOY 3105 HH
<br />
<br />1/4 II mo5onry
<br />onchor per post
<br />~hore(j to concrele,
<br />
<br />Non:. All span. and copoellie. ore based on worsl
<br />co.e of uplift looos due fa wnd Yele,cltles
<br />
<br />ALUMIN..Jv1 CONVENTIONAL CONSTRUCTION PORCH
<br />POST CONNECTION
<br />
<br />93
<br />
<br />,
<br />..
<br />
<br />'\
<br />
<br />2 internal L's
<br />
<br />2 1/4' di<rneler bolt.
<br />eech onqle.
<br />
<br />4 110 x 1 1/2" S!.IS
<br />each ongle
<br />
<br />eeloi 01 dumrom ~m
<br />framing in to CCfner 01
<br />wood Iramed ut.ily sIled
<br />
<br />00013
<br />
<br />~L~ lNFOkMTlON .ND DETAIL" CUNTA1HU ON 1'HIS OHWlNI; IS nit
<br />PROPERTY OF LAWkENCE E. BENNETT AND MAY NOT BE REI'kOOVCED/COPIEO,
<br />OR UHD IN ANY MAN,'f~k WITHoUT 10S WRITTEN rr.RMISSION. INFORMATION
<br />IS NOT VAl.ID WITHOUT Mr. Ilr.NNf.TT'~ SIGNHORE AND EMI\OSED SEAl. ON
<br />A MASHk FILE COf'\' Hf.LONGING TO THE PEkSON USING A COpy OF TlOS.
<br />
<br />LAWRENCE
<br />
<br />E.
<br />
<br />
<br />,/J;;t~~
<br />~I~
<br />~FEB 241993
<br />SEAL
<br />
<br />BENNETT
<br />
<br />CIVIL ENGINEER a DEVELOPMENT CONSULTANT
<br />PO, Box 4368 South Daytona I Fl,32121-4368
<br />Phooe no,: (904) 253-9960
<br />
<br />saG
<br />DRAWN
<br />LWB
<br />
<br />SHEET
<br />
<br />2
<br />
<br />2
<br />
<br />OF'
<br />
|