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<br />;;:;;~~~;~i~,O"'O'^"-,-~:::l.~
<br />; --:"'0"::" I\JH
<br />
<br />@ '6"OC, : . . , . , ,I
<br />i Vi/VI
<br />
<br />,.,rz-x 3'x 0.060" RECEIVING CHANNEL
<br />
<br />~
<br />
<br />COMPOSITE PANEL WALL TO WOOD DECK
<br />
<br />~,
<br />,;6~~
<br />II ~
<br />
<br />DI
<br />r
<br />.....J:
<br />111
<br />II I
<br />I
<br />
<br />114' X 3' 30t TS OR T-BOt TS INTO :1 ]i,~ ~
<br />CCNCRETE SlA3 AT 24' ON CENTER Ii ' /
<br />WITH '/8' X '.1/2" WASHERS ~.~
<br />,-- .
<br />~ I
<br />,.:, --
<br />
<br />>10 x 1'2- S M S. @ 6" D.C. MIN,
<br />BOTH SIDES
<br />
<br />#8 x" WOOD SCREWS WITH
<br />5/8' WA.SHERS (3) PER PANEL
<br />." x 4' TOP PLATE
<br />PRESSURE TREATED PINE
<br />
<br />'14' 1 '-1/2- LAG SCRE"" wi
<br />5/8' WA.SHER AT 24' O.C.
<br />
<br />Al TERNAn: DoualE STRINGER
<br />FOR CANTILEVER OVER 3'
<br />FROM MAIN STRINGER
<br />
<br />SHEATHING:
<br />'/2" PI. Y'WOOO OR STRUCT\.iRAL
<br />GRADE rrlERIAAL PLY HI SIDING
<br />
<br />ALUMINUM POST SEE TABLE -------bl
<br />3,4'PLYWooDDECK ~ ~
<br />~. ~
<br />
<br />~ \~I:~
<br />...... 1\1 i i ilI----l
<br />~ 2" X 6" OR 2' 1 8' I I ~J ,
<br />, ~ '0" 0 C. ,',,',
<br />
<br />EXTRUDED AlUM,NVM SASE
<br />
<br />CORROSiON RESIST ANT THRU-BOl T
<br />PER SCHEDULE
<br />LJ-CLIP
<br />
<br />LAG SCREW SEE TABLE
<br />
<br />j
<br />
<br />"
<br />
<br />+
<br />
<br />ALUMiNUM COYER (SEE CONNECTlON
<br />TO HOST STRLJCT1J RE)
<br />PLATES TOP AND BOTTOM
<br />
<br />HURRICANE ANCHORS WITH NUMBER
<br />OF NAilS PER MANuFACTURES SPECS
<br />
<br />2' X 4' STUDS
<br />
<br />PRESSURE TREATED 2 X 4 PLATE
<br />
<br />.
<br />, -"----..
<br />
<br />"-
<br />'--- 6' 1 6" -'0 X '0 WELDED WIRE MESH
<br />:---- _ .SeI BAA CO'IT'NUQuS
<br />
<br />AL TER",~ TE DouaLE ST 1,INGl.~
<br />FOR CAN TlLEVER O'o/E"-( 3'
<br />FROM MAIN STRINGE?,
<br />
<br />FOOTiNG OPTIOML,l.5 "EQUIRED
<br />
<br />UTILITY SHED 1YPICAL WALL SECTION
<br />
<br />\, ~ I
<br />
<br />TUBE COLUMN BASE SCHEMATIC (INTERNAL BASE)
<br />
<br />,.. "y.ooo 0'" _ ~- SOR,,,,,,,,,,,,,
<br />
<br />
<br />1- I .:;
<br />~
<br />MiNiMUM '-t'2' "~I t. h-' /-- ''2' LA?
<br />" 'I, i
<br />r /!
<br />11'1 ,
<br />2" 1 6" OR .' X 8' ! "I I \, I
<br />@ ;6' O.C, V' '~/ j
<br />
<br />
<br />" X 2" CKANNEL
<br />
<br />LAG SCRE\VS SEE TABLE
<br />
<br />~
<br />1
<br />
<br />AlTERNATE DOUBLE STRINGER
<br />FOR CA'iTlLEVER OVER 3'
<br />FROM !-.lAIN STRINGER
<br />
<br />(2) INTERNAl L's OR RECEIVING CHANNEL
<br />
<br />(2) '14' D:AME-:-ER BOLTS EACH A.NGLE
<br />
<br />(') #10 X 1-1,'2' SHEET MElAL SCREWS
<br />E.~CH A.NGLE
<br />
<br />'.'/2" 1 3-1'2' SPACER 3LOCKS
<br />
<br />ALUMINUM BEAM FRAMING INTO CORNER
<br />OF WOOD FRAMED UTILllY SHED PlA"l VIEW 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 112" Plywood Spacer
<br />Supporting Supporting Roof and Ceiling Loads Only
<br />
<br /> Wind Load I Applied Load I
<br /> 110 M.P.H, / 25 :liSq, Ft I 120 M.P,H, I 29 :liSq, Ft I '40 M.P.H, I 4D :liSq, Ft I
<br /> Header Size I Header Size 1 Header Size I
<br /> (2) I~I (21 I~I (2) 'N.! i2I I~I (21 I~I (2) I NJI (2) IN.! (2) I NJI (2) I~I (2) I NJ I (2) I NJ I (2) I NJ\
<br />Roof Span 2 x 6 2 x 8 2 x 10 I 2 x , 2 216 218 2110 21'2 216 218 21 10 21'2
<br /> Lumber Grade Lumber Grade 1 Lumber Grade
<br /> S P.F, 02 po,,,,,, 1 '2 ?i.", .2 PI'lE SP F. , .2 PINE I '2 PINE '2 PINE I S,P F. .2 PINE I '2 PINE '2 Pl......e
<br /> Building Width Building Width I Building Width
<br />2 019'.9'. 11 i 26,1 l' i ' I 36.1" I' I 43'.'" 1 ' 118'.1" 1 ' I 34'.' 0" i ' I 34.10"1 ' 1 4 ',.7" I' I 1T..J," I' I 32'.'" 1 ' 1 32'-' " 11 38-5" I'
<br />6 . 3"0" I' ! 20-0" : , I 25,'," 1 ' 12S.10" I' , 3'.2'. ,1 24.2" I' , 24.2" I' 128.10" , 1'1,'," i' I 22',3" I' I 22'.3" i' 1 26'.8" : '
<br /> I
<br />10 1j....s.. I' I ',S."" I' I 21.1" I' 25.2" I' "'.1" I' ',6'.3" I' I 20-4" , ' I 24'-4- I ' I '0'.," I' I 14'., 1'" ' , 8.S" 11 I 22.6" i 1
<br />14 , 8'-4" 11 I 15'.," I' 1 ',8,"" I , I 22.0" I' g'., '" 11 i 14 '.0" 11 i ' 8'.~" I' 1 21.9" I' I g'-O" 11 I ' 3'-4" I' I ',6'.S" I' I 20'.,- 12 I
<br />18 S.o' i' 113,' 1 11 I 17'-4" I' 1 20-8" I' g'.1" I' , 3'-4" 11 1 16'.9" I' 1 20'~" 12 1 8'-4" 1 ' 1 12'.3" I' 1 15'S 12 I ' 8'.0" 12 1
<br />22 8, 10" 11 112.11" I' 16'.3" I' I ' 9'-4' ! 2 ! 8.6' " , 2.0" I' I 15'-<,!" I' I '8'.8" 12 i ,..g' 11 I 1,.5" 11 I 14.5" 12 1 17,3" 12 1
<br /> ' '
<br />26 8-5" 1 ' I '2.3" i' , 5'-4" I' 1 18'-4" 12 I 8.,,, 11 i ' '.10"11 114'.'0"12 I 11'-8" 12 1 7"-4" I' 110,'0"12 ! '3'.8" 12 I 16-4" 12 1
<br />30 8' ...,.. i ' ,.g" 11 14.8" 12 1 17-5" i 2 I 7.8" \1 12 116.'0"12 I 12 : 12.' '''12 I
<br /> 'V i' " 1 ' ,.3" i '4'.'- i'.O" 1 ' 1 1Q' -4" , 5. i" i 2 i
<br />32 T.l0" 11 1 "'<;' 1 , 14'-4" 12 I ".," 12 I T.6" I' I ",'~" I' 1 '3.10'12 I ',6''<;- 12 I 6,10' ; , 1 '0'.'" 12 I '2.9" 12 I 15.3" 12 I
<br /> 1) N J IS t~e re~JlreC: n'Jmber of Jack slues If ;"e nUn",per .p! jac" 51ud5 '5 (') then \r,e header may be 5uppolied by a SemC::l or equal :0'5\
<br />Notes: buCk e\
<br />
<br />Jac", 5'0ds aie a5sumed 10 be #2 SP'uGe p',oe, or r,r
<br />2) Use" 0 M P H /25 Sq FI for W1no ces'g" SP~5 less ;han 110M P H
<br />
<br />3} S~.JJidJ(l9 ""'lC:~ IS .'T1easu;e-c per;.enQI:;u:ar lJ :,'"'le r1j.;e For '^I!O~hs t>e!wee,'1 L"'cse s,~cwn, s~a:")s may :,.e J')~e?o;a:ed
<br />
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<br />I I -
<br />
<br />
<br />
<br />YD
<br />IT
<br />l,~
<br />
<br />Y5J
<br />' , ,
<br />
<br />DET AIL #1
<br />
<br />LAG SCREWS SEE TABLE
<br />
<br />'-.-- ~r
<br />i. .
<br />~ ! \
<br />
<br />WOOD BEAM
<br />tAG SCREWS SEE TABLE
<br />
<br />THRU BOLT SEE TABLE
<br />
<br />
<br />~"x '2' X 118"
<br />AlUMINUM STRAP
<br />3' X 3' X 118"
<br />AlUMINUM PLATE
<br />
<br />AlUMINUM U-ClIP OR ANGLE
<br />TH'CKINESS EOUAl TO OR
<br />GREATER ThAN POST
<br />
<br />~~
<br />i '
<br />~ I
<br />'"
<br />~
<br />>- i
<br />:ti
<br />QIUJ
<br />UJ.~
<br />:; ell
<br />"" ,~ I' AlUMINUM POST
<br />~ SEE TABLE
<br />~~ 1
<br />~ i Vl ~ 2" X 2" x 1/8" AlUMINUf.4
<br />:::E - A."iGLES "'YITH (2) ',/4" X
<br />Q' :~r: THRU-BOlTSSEETABLE
<br />
<br />I I ' <
<br />, . ,
<br />
<br />AlUMINUM POST
<br />SEE TABLE
<br />
<br />THRU BOLT SEE TABLE
<br />
<br />MASONRY A.NCHOR
<br />SEE TABLE
<br />
<br />DEi AIL ::2
<br />
<br />CONVENTIONAL ,4.LtJMINUM CONSTRUCTII')~!
<br />FORCH POS r CONNECTION
<br />
<br />~i.l~
<br />I i
<br />,
<br />~
<br />I I
<br />I I~
<br />.ur~
<br />6-
<br />
<br />'14' X 2" LAG BOl T (2) PER POST
<br />
<br />'.12' TOP A."iD BOTTOM PLATE
<br />SCR~W 2".JJ" OC,
<br />TYPICAl POST
<br />#1011-1/2. SCREWS (3) MIN.
<br />PER PeST TOP A."iD BOT,
<br />114' VASO'iRY ANCHOR (2) PSR
<br />INTO CONCRETE SCREEN ROOM
<br />(2) AT POST A....D 2""," OC.
<br />
<br />ALUMINUM SCREEN ROOM WALL
<br />UNDER WOOD FRAME PORCH
<br />
<br />,.j
<br />~
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<br />o ~
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<br />- ~ :3
<br />::= 8 u. ;!
<br />Q)I..<"-
<br />C<:~"<o
<br />l.U 0 ~ ...-,
<br />c:::;:>:"-~
<br />Q)@S<;-";'
<br />cn:-l::O)~
<br />, ~ ;: ;:;;;-
<br />W~5~e
<br />, V) ::: >(
<br />Q) ::z: '" Il. <
<br />" l.U co LU u..
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