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<br />EPS W~L P......EL
<br />
<br />314' Pl '!'WOOD DECK (OP'iJOKAL)
<br />514'.5' OR 2. S DECK ___.
<br />
<br />
<br />.---.- - ._.-
<br />
<br />;---:':0':- 0/n
<br />
<br />@\S'OC, I i\! il
<br />V 'i';1
<br />
<br />1. 1 I2"'l )'. O,O{,O' RECEIVING CHANNEL
<br />
<br />"0.1(2" S M S @ S' O,C, MIN,
<br />eOTH SIDES
<br />
<br />1/4'. '.\,'2'LAG SCREW wi
<br />516' WASHER AT 24' O,C,
<br />AL TERNA re DOUSLE SffilNGER
<br />FOR CA."mlE'VER OVER )'
<br />FROM MAl~ SffilNGER
<br />
<br />COMPOSITE PANEL WALL TO WOOD DECK
<br />
<br />ALUMISUM PCS. seE TA3L: ----........~
<br />314' PL '!'WOOO DECK _~
<br />~ --
<br />\j'l'~
<br />1',1 \,.., 1,1, 711---['1
<br />~ 2' . 5" OR 2' . 6'
<br />~'..oc
<br />
<br />V 'I' ,:
<br />
<br />EX7'i".UOEO ALUMINUM BASE
<br />
<br />CORROSION RESISTANT THRU-aOlT
<br />PER SCHEDULE
<br />U-c\.I?
<br />
<br />I....G SCREW se:. TABLE
<br />
<br />AL T'ERN,'T: DooS'.:. ST;l.INCL~
<br />FOR CA.';TlLE'VER O~ :r
<br />FROM MAIN STRING E.:>,
<br />
<br />TUSE COLUMN SASE SCHEMATIC (iNTERNAL BASE)
<br />
<br />~4' PLYWOOD DECK "'"'
<br />I,
<br />
<br />(y-
<br />
<br />· 1- G
<br />
<br />SCREWS SEE TA3LE
<br />
<br />LAG SCR;o'IS SEE TA3LE
<br />
<br />I(2"lAP
<br />
<br />AL T:.R.....A r: DOUBL::: SffilNGeR
<br />FOR CA.';lllE'VER OVER 3'
<br />F,ROM ,YAJ~ S'Ti'l.ING:.R
<br />
<br />SCREEN ROOM WALL TO WOOD DECK
<br />
<br />~
<br />
<br />~.a
<br />
<br />I~~
<br />I
<br />
<br />I
<br />I
<br />..!....II
<br />r
<br />(1
<br />
<br />
<br />I
<br />1/4")' 60l TS OR T.BOl TS INTO 3j:-- ~
<br />CONC~.E SlA3 AT '" ON Ce,"/iER "/
<br />WI~ \ill' x \.\(2" WASHERS -f~
<br />
<br />SI
<br />"'-
<br />
<br />~ x,' WOOO SCREWS WITH
<br />51'S' WASHERS (J) PER PANEL
<br />
<br />2' x 4' TO? PlAT'E
<br />PRESSURE ffiEA T'ED PINE
<br />
<br />SHEA THING:
<br />1(2" PlYWOOD OR STRUCTURAl
<br />GRADE TI-iER..Y.Al. PL'( wi SIDING
<br />
<br />. .
<br />;
<br />
<br />~
<br />,
<br />
<br />AlUMINUI.t COYER (SEE CONNECTION
<br />TO HOST STRUCT\lRE)
<br />Pt.A res TOP AND BOTTOM
<br />
<br />HURRICA."E ANCHORS WITH NUMSER
<br />OF NAllS PER MANUFACTURES SPECS
<br />
<br />2' x 4' sruos
<br />
<br />PRESSURE ffiEA reo 2 x 4 PlATE
<br />
<br />'\
<br />" "
<br />, ............. '-- 5' x 5'. ,0 x '0 \\'ELDED WIRE MESH
<br />:-- _ =50 aAR CO...."sUOUS
<br />
<br />FOOTING CPTIOIV.L AS ;:':.QUIREO
<br />
<br />UTIUIY SHED IYPICAL WALL SECi/ON
<br />
<br />
<br />(4) :'0. \.1,'2' SHE:T ME7AL SCR.."\VS
<br />EACH .......GL.:
<br />
<br />1.1/'2" x ~'12' SPACE::l BLOCKS
<br />
<br />ALUMINUM BEAM ;=RAMING INTO CORNER
<br />OF WOOD FRAMED UTIUIY SHED PLAN VIEW DET AlL
<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 />. ~;;'.j,--
<br />
<br />,'.2' C1-'A",s:l
<br />
<br />I
<br />~
<br />I
<br />
<br />1\ ~, hI-,<----
<br />',: (I "
<br />i X I / i
<br />ii, i \
<br />, 0
<br />'i V ~
<br />
<br />MINIMUM \.112'
<br />
<br />2' . 5" OR 2" x 6'
<br />@woc,
<br />
<br />"0 M,P,H, I 2S ::.'Sq, Ft.
<br />
<br />He a de r S i:e
<br />
<br />Roof Span
<br />
<br />2 I 6
<br />
<br />S.? F,
<br />
<br />2
<br />6
<br />'0
<br />'4
<br />'8
<br />22
<br />26
<br />)0
<br />n
<br />
<br />, 9'.9-
<br />13'-0-
<br />" '-0'
<br />
<br />, 0'-4-
<br />9'-0-
<br />8..'0-
<br />
<br />8'.5-
<br />B'~-
<br />
<br />,., 0-
<br />
<br />Wind Load I Applied load
<br />
<br />120 M,?H. I 29 #lSq, Ft.
<br />
<br />header Size
<br />
<br />'2 ?I""E
<br />
<br />, IN; IS tne reqUlled !lum~r 01 jac:.. slues If t,'e numCer of lac. studs is (1) then tM neader may be supponed 'Jy a Semco Of equal IO'Sl
<br />evek el
<br />
<br />Jack slues a'e assumed:o ce:2 Spfuce, pIne, or r,r
<br />2) Use nO M PHI 2S Sq Ft IOt....,1'O des,<;n SP~S less tnan \10 M P H
<br />
<br />~) 6u"o,I'<; .....o:n '5 measur~ ~f?e,'o'cu:ar to lne ndge Fo' w,c;ns cel~en \nose 5 nQw1'1 , s~ns "'-ay ce 1,':e?O,ale-:l
<br />
<br />Notes:
<br />
<br />, '
<br />
<br />
<br />D:T AIL #,
<br />
<br />LAG SCREWS SEE TABLE
<br />
<br />TI-lRU BOlT SEe TA.3LE
<br />
<br />AlUMINUM U-<::LIP OR ANGLE
<br />1"nIC1<."ESS EQUAl.. TO OR
<br />GREATER ThAN POST
<br />
<br />AlUMINUM POST
<br />seE TA3lE
<br />
<br />TI-iRU SOl T SEE T ASLE
<br />
<br />IoAASONRY....';CHOR
<br />SEE TAStE
<br />
<br />----
<br />i
<br />~
<br />~
<br />i I
<br />~
<br />
<br />!VA-
<br />
<br />Wooo BEAM
<br />lAG SCREWS SEE TA3LE
<br />
<br />
<br />:n
<br />
<br />3' x 12' x 'ill'
<br />AlUMINUM srRAP
<br />3' x 3' x 1ill'
<br />A1.I,;M1NUM ?1.A TE
<br />
<br />~!
<br />:x::
<br />\:)i
<br />- ~
<br />W...J
<br />J: ~
<br />~ ,...
<br />;),
<br />:::.~
<br />~,~
<br />
<br />AlUMINUM POST
<br />SEE T ABL:
<br />
<br />2" . 2" . lill' ALUMINUM
<br />.......GLES WIn; (2) "4' x
<br />1"MRU-BOl is SEE TA3lE
<br />
<br />DETAIL ~
<br />
<br />CONVENTIONAL ,A.llJMINUM CONSTRUCTI'J~~
<br />F-ORCH POS r CONNECTION
<br />
<br />i,i~
<br />I '
<br />! !
<br />;;----
<br />I~
<br />)~
<br />E
<br />
<br />1/40 X 2" LAG SOL T (2) PER POST
<br />
<br />1'.2" .OP ""...0 SOTTOM PLATE
<br />SCR~W 'Z-J' O,C,
<br />TYPICAL POST
<br />'10 x 1.1(2" SCR;WS (3) MIN,
<br />PER. PeST rop """10 SOT,
<br />'14" ,Y.A.SVNRY ANCHOR (2) PER
<br />INlO CONCRETE SCREEN ROOM
<br />(21 AT ?OST ""'10 2'-<;' o,c.
<br />
<br />ALUMINUM SCRE~N ROOM WALL
<br />UNDER WOOD ;=RAME PORCH
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