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<br />EI"S W~I. I"A"-EI.
<br />31o'?I. \'WOOO OECl( (OPTIONAL)
<br />5,0'15' OR 2 IS OECl( _-...
<br />
<br />1/
<br />
<br />., 0 1 \ rr S '-4 S. @ S- 0 C, '-4IN,
<br />BOTH SIDES
<br />
<br />~
<br />
<br />~
<br />,
<br />
<br />AlUMINUM COVE~ tSEE CONNECTION
<br />TO HOST STRUCT\JRE)
<br />
<br />PI.A TES TOI" ""~O ElOTTOM
<br />
<br />i-'URRICANE ""~CHO"S WITH NUMBER
<br />OF NAILS PER MA.~UFACTURES SPECS
<br />
<br />2' 1 .' STUDS
<br />
<br />;"riRU BOLT SEE TABLE
<br />
<br />~I,;MINUM U-cU? OR ANGLE
<br />;"riICJ<....ESS EOI,;~ TO OR
<br />GREAr-coR ThA.~ ?OST
<br />
<br />,.,!2"l )'1 O.Ct:>O" RECEMNO Cl'IANNEL
<br />
<br />.,a
<br />!~~
<br />I I ""-
<br />\
<br />
<br />LAG SCRE'.-vs SEE TABLE
<br />
<br />
<br />-S 1" WOOO SCREWS W1TH
<br />5..S' WASHERS ()) PER I"""...EL
<br />
<br />2" 1" TO? Pv.1C
<br />PRESSURE TREA7'ED PINE
<br />
<br />
<br />,. - - ~ - .-..
<br />
<br />
<br />~- ,~~~~~.,. i\:i-n
<br />
<br />"0' 1 '.'12' LAG SCRE'W..I
<br />5iS' WASHER AT 2.' O.C.
<br />AL rERNAT'E DOUBLE S'ffiINGER
<br />FOR CA.NT1LEVER OVER :r
<br />FROM '-WN STRINGER
<br />
<br />SHEATHING:
<br />'rr ?I. YWOOO OR STRUC'T\JRIoL
<br />GRADE n1eR.l,W" ?I. '( wi SIDiNG
<br />
<br />I
<br />.!.JI
<br />r
<br />.,...in
<br />I
<br />I
<br />I
<br />
<br />'1.'1)' BOLTS OR T.BOLTS iNTO ! ~ ~
<br />CONCRETE SlA3 AT 20' ON CE,NTER dl "..-
<br />Wli1-I ,~. 11.'/. WASHERS -i~
<br />'-<-- -
<br />S I f'
<br />..:, '-<-- '
<br />
<br />DEiAll"
<br />
<br />v
<br />
<br />;1
<br />
<br />COMPOSITE PANEL WALL TO WOOD DECK
<br />
<br />Al..UMINI,;M ?OST
<br />SEE TAilLE
<br />
<br />Ti-lRU BOLT SEE T A.9LE
<br />
<br />PRE $SURE TREA TE:l 2 1 . Pl.A 1C
<br />
<br />ALI,;MINUM PeST SEE TA.9LE -----~r-r ~
<br />"...""""'00<0' ~ ~
<br />
<br />
<br />+ ,..eRr.,. l,f1lt--
<br />
<br />~ ~E" O.C, I,', I,
<br />
<br />MASONRY ""'<CHOR
<br />SEE TA.9LE
<br />
<br />EXTRUOEO ALUMINUM :;ASE
<br />
<br />CCR-ROSION RESIST ANi n1RU-<3Ol T
<br />PER SCHEDULE
<br />U-ct.1 I"
<br />
<br />v.G SCREW SEE TABLE
<br />
<br />"-
<br />"-- S' 1 S-. ,01 '0 WEGEO WIRE MESH
<br />:--.._. ;50 ~ CO..,T!NUO\JS
<br />
<br />CONVENTIONAL ALU,"iINU~ CONSTRUCTIO:!
<br />CONNECTION
<br />
<br />is::=
<br />1-
<br />)~
<br />
<br />.
<br />. ---
<br />
<br />Al,T;RN,\'- 0008' c S-~INct..'
<br />
<br /> --.- -.-- -'..- I: -- " FOOTING OPTioMl.,lS ;';!:OUIREO
<br /> 'I 'V '" FO~ CA.~T1L:Y!R OVE""l :r FORCH POS r
<br /> F~OM .',wN STRINGE?
<br /> UTILITY SHED TYPICAL 'NALL SECTION
<br /> TUBE COLUMN BASE SCHEMATIC (iNTERNAL BASE) I
<br /> I
<br /> :
<br /> rr-- SCREWS S:::: T A3LE -;-"I--i I
<br /> IY- (2) IN7:;;;''\Al.. ,'s OR ~':EIVING o-...."NE,
<br /> 3i'4' Po.. """"000 DECK _\
<br /> ~- (2) 110' D(A.~E7E.~ aOl TS ""'01 ""~GlE 11\
<br /> . '" 1 2' C1"'...."i';E... . ,- G LAG SCRE'....S SEE T A3l!: \ [\/iJf-L
<br /> . I
<br /> I \ ~.. H r-- '(l'!..Ai' (0) :'0 x',,/, SHE~ META!.. SCR..~ ,
<br /> ~ MINIl.4WM ~"12- i\ II V~S<L V-CH ""'<Gt.: .
<br /> , i I "
<br /> . I \: I .I i
<br /> I 'Z' 1 .. OR . . s- ill/II ,,'/'Z' 1 3-'12' SP"'C::.~ 3LOC)(S
<br /> AL ~.~,;.u; OOU6lE STRINGi:~ ~
<br /> j ~ 'S-OC. !/ V ~ FOR CA.~T1L:Y!.~ oY:R J'
<br /> F~OM '-WN S'ffi""'G E~
<br /> ALUMINUM BEAM r=rv\.'.-\ING INTO CORNER. ALUMINUM SCRE
<br /> SCRE=N ROOM WALL TO WOOD DECK OF WOOD FRA.l.,iED UTILITY SH=D PlAN VI'=.W DETAJL UNDER WOOD r=
<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 /> 1 Wind Load f Applied Load l
<br /> I ,,0 M.P,H.I 25 ::tSq. Ft. , '20 M.P.H. f 29 ::JSq. Ft. I '40 M.P.H. f 4.0 ::ISq. Ft. I
<br /> I Header Size I Header Size I Header Size I
<br /> (2) 1 NJI I~) I~I (~l jNJI (Zl INJI (2) INJI (21 1~12(:~0 \~I (2) I~I (2) I~I (2) I~I 2~2~0 I~I IZI I NJi
<br /> Roof Span 21 5 21 S 2xl0 2111 215 2.1 21 11 215 211 21 12
<br /> Lumber Grade I I Lumber Grade I Lumber Grade
<br /> 5.P F, I '2?1~ I '2 I"I~ I '2 I"I~ I S.p,F, I '2 PI;.1: 1 '2 1"1101: I '2 P\~ I S.P.F. 1 '2 PINE I '2 PINE I '2 PINE I
<br /> Budding Wid\ll I Budding Wio\ll I Budding WiO\ll I
<br /> I
<br />I 2 I ,g'.g- I' 123..' "1' I 30',," I' I 4)'.,- I' I 1S'.,," I ' 134'.'0-1' 134','0"" 1 4"., I I I 'T-4" I' I 32'.'" 1 I I 32'.'" I' I JS'.5' I' I
<br />1 & i 13'..a- I' I 20-0- I' I 25'." I' I 2g'.,O" I I I 13'.. I' I 24'.2- I' 1 24',2- I' I 2S'.'0", 'I "'."', ' I 22'.)' I' 1 22'.J- I' I 2S'.S- I' I
<br /> '0 I "'..a- I' 1'5.."-" I 2".1- " I 25'.2" I' i ,,'.,.. I' 1 '6',3- " I 20'-4' I I I 24'-4- I' I 10'.," I' 1'4""-1' , 'S'.9- I' , 22'-6' I' I
<br /> l4 I 10'-4' I I ! '5'.," I' I 'S'."-" 1 22'-6- I' 1 9'."- I' I '4'-6- I' I ,a'.J" I' I 2,'.9" I' 1 9'.0" 1 I 1 1)'-4- I' I 16'.9- I' I 20'.," 12
<br /> ,S I g'..a" I' I ' J'., '-I I I 17'-4" 1 I I 20'.S- I' I g'.," 1'1'3'-4-1' 1 '6'.g-I' 120'.<)-121 8"-4" 1'1 In-I' I '5"5-121 la'-5-12
<br /> 22 I S','O' I' 1'2.."-" I 15'.J- I' I ,g'-4- 12 I 8'-6" I' I '2"-6- I' I 15'-~" I I 1 ' a' .5- I 2 I T.9- 1'1 ,,.S I' 1'0"/21 IT.)' 12
<br /> 2& I S'.S" I I 1 12'.)- " I '5-4" I' , 'S.-4' 12 I 8'.1' I' 1"'.'0"" 1 14'.'0-12 1 17'.a- 121 T-4" 1'1'0"'0"121 In" 121 \5'.4" 12
<br /> JO I a'.<)- I' I ".g- I I 1 Iq- 12 I Ii'S 12 I ,.8- I' I "',)" I' I 14'.'- 12 1'5",10"12 I ,.0" 1'1'0'-4- 12 i '2"'''"12\,5'-7" 12
<br /> J2 I ,.'0" I' I "'-6- I' I "-4- 12 I IT." 12 I ,-6- I' I "..<)- l' 1 '3'.'0"12 I '5'.0- 12 I S'.,O" I' I 10'.,- 12\ 12'.9" 12 I IS'.)' 12
<br /> Notes: ') N J IS tne requlfe<l num~r 01 jaCk Slu<: 5 II ..~e numOer oljac:k stu<:s is (\) l~,en \ne I'\eadel may ~ SUQpotie<l by a Semco 0' eQo.;a1Io'st
<br /> buckel
<br /> Jack Slu<:S are assume<lIO ~ =2 sorvce, Cl,"e, Ot rll
<br /> 2l Use 1'0 M P H f 25 Sc: Ft 101 Wll'\O ces,..n s~s :ess Il'\an "0 M I" H
<br /> .
<br /> ~) SUdOl"" IN'Ol1l '5 measurM Cle'?el'ldlcu:ar to t~e n0ge FOt woCt1\S ~l~en t.~ose SnOwl'l, $~ns "'ay ~ Inle<;Xl<ale<l
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<br />j
<br />~
<br />
<br />~)-
<br />
<br />WOOO BE,w
<br />LAG SCREWS SEE TABLE
<br />
<br />I \
<br />
<br />
<br />)' . , 2' 1 '18'
<br />ALI,;MINUM STfV,p
<br />)' 1 )' 1 , is'
<br />ALl,;MIN\.JM ?\.ATE
<br />
<br />ALUMINUM POST
<br />SEE TADlE
<br />
<br />.12"1 1 is' AlUMINUM
<br />ANGLES W1rrl (2)110' 1
<br />'ii-<RU~OLTS SeE TAElI.:
<br />
<br />08 AlL :r2
<br />
<br />'10' 1, LAG ElOl T (2) PSR POST
<br />
<br />~. l' TO? AND SOrrOM?I.A~
<br />SC<R;O,v ~.{J" OC.
<br />TYPiCAl POST
<br />,,011,112" SC<RE"""S (3) MIN,
<br />PS.~ PeST TO? ""~D 80T.
<br />11.' "'ASONRY ....NCHOR (2) PS~
<br />iNTO CONCRETE SCREEN ROOM
<br />(2) Ai ;>OST A.~O 2',<)' O.C.
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<br />G
<br />
<br />=N ROOM WAll
<br />RA.'.-IE PORCH
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