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<br />',1fZ'i 3". 00(,0' RECEMNO CHANNEL
<br />
<br />~
<br />
<br />EPS wAt~ pA."In
<br />3I.'?\. mOOD oec,>( (0?'710/'W.)
<br />!>i.' .5' OR 2 I 5 DEC,>(
<br />--
<br />
<br />"0. ,rr S '-4 S ~ 5' OC. MIN,
<br />80Tf; SIDES
<br />
<br />IS. " WOOO SCRe....'S ''''1111
<br />!>i~' w,oSr<ERS Pl PER P"-'iEL
<br />
<br />2' J .' TO? PI..A TC
<br />PReSSURE TREA"'-':O PINE
<br />
<br />,,a
<br />l 11 ""-
<br />1 ~ ""- ""-_
<br />ll~
<br />1
<br />
<br />".' J 1,1/2' ~G SCREYV w/
<br />5.'&' w,LSHER AT 24' O.C,
<br />AL rE;:l.NATC DOUBLE S~INGeR
<br />FOR CA."InlMR OVER 3'
<br />FROM MAlN STRINGER
<br />
<br />l" . 5" OR 2' . 8'
<br />~ 15"OC.
<br />
<br />SHEAn-tINO:
<br />lrr ?\. YWOQO OR STRVCTVRAL
<br />GAADE n-tER.1.W.. PLY w/ SIOiNG
<br />
<br />v
<br />
<br />"
<br />.
<br />
<br />;1
<br />
<br />COMPOSITE PANEL WALL TO WOOD DECK
<br />
<br />E:X7'RvDED AtWMINWM aASE
<br />
<br />I
<br />II.'. J' BOl TS OR T,aOl is iNTO ]r." ~
<br />CONCRE7E Sv..3 AT 2.' ON CE."iER "...,,-
<br />Wli1i till' J I, Ill" W,LSHERS -i~
<br />
<br />~\
<br />..:, '.--
<br />
<br />ALUMI,"IWM PeS;' SEE TA3L: -----.~
<br />:;I4'P!.YWOOOOECl( ----....... '---~
<br />" --~
<br />
<br />I\Ji"'~111
<br />
<br />~ l" I 5" OR 2' . 8'
<br />~ ~E'" 0 C. : / :' \ \,
<br />--.- _._- ....,..-
<br />
<br />CORROSION ;:l.ESISTA.'t'T THRV-<3Ol T
<br />P~R SCHEDv\.:
<br />W-C1..J?
<br />
<br />~G SCREW SE: TABL:
<br />
<br />,
<br />
<br />, .
<br />i
<br />
<br />.
<br />---
<br />
<br />~
<br />,
<br />
<br />ALWMINUM COVER (SEE CONNECTION
<br />TO HOST STRUC71.;RE)
<br />
<br />f'>t..I< rES TOP......O !lOiTOI.!
<br />
<br />HURR1CA."IE ......CHQRS WITH NUM!lER
<br />OF I'WLS PER MANuFACTURES SPECS
<br />
<br />2" J 4' SrvDS
<br />
<br />PRESSURE TREATED 2.. PLArE
<br />
<br />'-- 5' I 5'. ,0"0 w-:t..::eo WIRE '-4ESH
<br />:---_, #50 eAR CC...'TiNUQlJS
<br />
<br />v'.v,;
<br />
<br />,tJ. rERN.'TE 0006'_: ST;'INC<:.."!
<br />FOR CA....nLMR OVE"-< :r
<br />;:ROM ,VoAl,"I S~INGE?,
<br />
<br />,
<br />FOOTING OPTIOMl....S ;:.eOUIREO
<br />
<br />GAte~E
<br />UTILITY SHED Tl'?iCAL WALL SECilON
<br />
<br />TUBE COLUMN SASE SCHEMATIC (iNTERNAL BASE)
<br />
<br />:;I"?o.. Y""'OOO DECK __\
<br />
<br />I.;r--
<br />
<br />'. [- G
<br />
<br />LAG SCRE'''''S SE ETAS\.!:
<br />
<br />SC~iOWS SEE TA.3LE
<br />
<br />~r
<br />IY-
<br />~--
<br />\ \\ Ii..~~. _
<br />V\x!
<br />~'---
<br />
<br />" J 2" Cl-'^""S~
<br />
<br />I
<br />~
<br />I
<br />
<br />\ /1' H' /- 112" W
<br />
<br />'" I \: I ./1
<br />i I~, I ;\ \
<br />v' V ~
<br />
<br />MINIMUM '.1/2'
<br />
<br />Z" I S" OR l" I 8'
<br />\;15'OC,
<br />
<br />AL TE,~,"'Ai: DOUBLE ST";:l,INCE~
<br />FOR CA."I1lLMR OV:R 3'
<br />;:ROM ,'oWN S~ING;:R
<br />
<br />ALUMINUM BEAM r:R.A.MING INTO CORNEK.
<br />OF WOOD FRAMED UTIUTf SH~D PLA.N V:=.W DETAIL
<br />
<br />SCREEN ROOM WALL TO WOOD DECK
<br />
<br />Allowable Header Spans for Exterior Bearing Walls
<br />Headers Co Headers Constructed of::2 Grade Spruce. Pine or Fir with 1/2" Plywood Spacer
<br />Supporting Supporting Roof and Ceiling Loads Only
<br />
<br />110 M.?,H,/ 25 ::"Sq, Ft
<br />Header Sin
<br />
<br />Wind Load I Applied Load
<br />'20 M,?,H, I 2' ::JSq, Ft.
<br />Huder Size
<br />
<br />\40 M.P.H. I 4<1 ::'-Sq, Ft
<br />Header Site
<br />
<br />Rool Span
<br />
<br />I
<br />I
<br />(2) I I'UI (2)
<br />Z.,Z 215
<br />I
<br />'2 PINE I S.P,F,
<br />Bulloing WiOU'1 Building Wioth I Building Width
<br />I 19"9-" 123',11"1' 130"'"1' I 43'.1"1' I'S"""I' 134"0-1' 134',10-1' 141'.'- 1'1 ,r-4" I' I 32""'" I 32',1" I' 1 3S',S" I' \
<br />i 'J'.a- I' I 20'-0- I' I 25.'" I' 129"'0"1' I 'J',l" I' 1 2",2- I' I 24,2- I' I 2S'.1O" I' 1 l1"""j , 1 22'.3- I' I 22"-3" I' I 2S.S" I' I
<br />I "'.a" I' ! 15',1 '"I I I 2",,' I' I 2S',l" I 'i' ,'.1.' I' I 15',3" I' I 20'-4' I' I 24'-4" I' , '0'.," I I 1'4'" '-I' I 'S'.g- I' I 22'-5" I' I
<br />I '0'-4" \, ! '5',,' \' I 1S"""I' I 22'~- I' I 9',,,- I' 1'4-5- I' I 'S'.J' I' I 2,'.9- I' I 9'.()" 1'1 lJ'-4' I' I 15',9" I' I 20'.," 12
<br />I g'-5- I' I lJ'" '"I I I 17'-4" I' I 2Q'.S- I' I 9'.," , I lJ'-4" /, I 15'.9" I' I 20'~- 12 / 8'-4' I' I 12".3- /, , 'S'S /2 I 1S'-5" 12
<br />IS'.10-I' i 12'.1'"i' 1'5'.3-" '9'~"121 S'~' I' 1,2'.Jj-I'lwa-/'1 'S'.S" 121 r,g" I' 1'1'SI'I14-5" 121 lr.3'j2
<br />I S'.)- I' I '2',J" I' I 'S'~" I' I 'S'~" i 2/ S'.," I' 1""0-1' I U','0-12 I,r-a- 12 I r-4- \, 1'0"'0- I 2 I '3'-8" 12 I 1S..C 12
<br />I S'-o- I' I ",g- l' , 14T 12 I In- 12 I T.S- I' I 11'.)" I' I 14',,' 12 I 15"'0-12 I r,o- I' 1 10'-4" 12 1'2""'"\2 \ 15'.7' 12
<br />I T.l0" 1'1"'.0- I' 14~"121Ii"'"121 T.o- 1'1"'-0- 1'113"'0-12 16'.Jj' !21 6','0-1' I '0"'"\2\12',9' 121'5'.3'12
<br />
<br />I
<br />I
<br />(21 I I'UI (2)
<br />
<br />I
<br />I
<br />
<br />.2 PINE I .2 ?1NE
<br />
<br />
<br />jl'Ul (21 II'UI (2) 1.'iJ1
<br />2.1 2,'0
<br />Lumber Grade
<br />
<br />(2) I ~ I 21:1, 1''iJ1 2 (.~~o I I'U I
<br />
<br />2, , 2
<br />
<br />2.5
<br />
<br />I~I' (2) II'UI (21 II'UI
<br />Z.I 2"0
<br />~umber Grade
<br />'2 PINE , .2 F",N'E
<br />
<br />2.5
<br />
<br />
<br />S.?F.
<br />
<br />s.p 1',
<br />
<br />'2 ?lNE
<br />
<br />2
<br />&
<br />10
<br />U
<br />18
<br />22
<br />25
<br />JO
<br />32
<br />
<br />Notes:
<br />
<br />1) N J IS :ne reQuited num~t 0/ jac" SluCS If ;''Ie number 01 Jack studs IS t 1) l/'Ien t!'le header may ce supported by a Serxo 01 eGl,;a1lo'st
<br />bvci<et
<br />
<br />Jack slues are assume<l10 ce :2 soruu. Ol(\e. Ot (It
<br />2) Use 110 lot? H 125 SQ Ft rOt W\M ceSl'On so~s :ess IMn 110 lot? H
<br />
<br />~) 6",la,n~ ""aIn " measur~ ;>er;oeoo,cu:al:o I,'e ndge FOt wlo:n, eerWi!~ tnose snown, ,~ns "'ay ~ ,nle<?O'a:e<l
<br />
<br />. '
<br />
<br />(2) INT~~"""~ I.'s OR ~':EIYING Cl-'.A....N EL
<br />
<br />(2) \W DtA}04ETER 30l..iS:ACH "-"ICLE
<br />
<br />(0) #'0 ",''''2' SHEE'T MEiAL SCR..C"\VS
<br />iOACH "-"IOLE
<br />
<br />1.'/2' I 3-'/2' SPACER 3LOCXS
<br />
<br />
<br />OET All. "
<br />
<br />~G SCREWS SEE TASlE
<br />
<br />7"nRU 30L T SEE T A.3LE
<br />AtWMINUM U-CLI? OR MGLE
<br />7"nICl(NESS :OUAl. TO OR
<br />G~EAI~ n<.AN POST
<br />
<br />ALWMINUM ?OST
<br />SEE TASLE
<br />
<br />THRV BOl T SEE T A.3lE
<br />
<br />Io\ASONRY "-"ICHOR
<br />SEE T A.3lE
<br />
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<br />,~
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<br />
<br />WOOO BEN.I
<br />l,).G SCREWS SEE T ASlE
<br />
<br />:1'1 '2'1 ,,~.
<br />AtUhuNUM STRAP
<br />3' J 3" . '18"
<br />Io4UMINUM PI..A TE
<br />
<br />AtUhllNUM ?OST
<br />SEE TABLE
<br />
<br />l" J 'l' . ,,~. Io4UMINUM
<br />A.NGLiOS WI,," 12) lW J
<br />7',"~U-<lOL is SEE TA.3LE
<br />
<br />CONVENTIONAL AlUMINU~ COI'<SiRUCTI0~ l
<br />FORCH pas r CONNECTION
<br />
<br />
<br />:n
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<br />11-
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<br />
<br />ALUMINUM SCRE:::N ROOM WALL
<br />UNDER WOOD FR.A.ME PORCH
<br />
<br />114' X l" LAG !lOL T (2) pER ?OS;'
<br />
<br />,. . l" iOP "'-NO 3OTTOM P1.A r:
<br />SC~E'N Z..J' O.C,
<br />n'?ICAl, POSi
<br />'10 x '.'rr SC~:;WS (J) MIN,
<br />?~~ ?CST TO? "-NO BOT,
<br />,:.. ".ASONR'l' A,NCHOR 12) P~R
<br />INTO CONeREi: SC~EE,"I ROOM
<br />(2) Ai ?CST "-"102'-<;" O.C.
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