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<br />EPS WAlL PN-IEL
<br />314' PL YWOOD DECK (OPTIONAL)
<br />5-,' ,6' OR 2,6 DECK ____
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<br />1/4' X 3" SOL TS OR T.aOL TS INTO ~;~ ~
<br />CONCRETE SlA3 AT 24' ON CENTER ~ \il /
<br />wlm 118' X 1.112" WASHERS ~.~
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<br />1.'f2"'x 3', 0.060' RECENlNG CHANNEL
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<br />#'0 x 1l2' S ~ S. @ 6' DC. ~IN.
<br />60TH S'DES
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<br />#8 x," WOOD SCREWS WITH
<br />Sl8' WASHERS (3) PER PANEL
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<br />2" x 4' TOP PlATE
<br />PRESSURE TREATED PINE
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<br />2"' x 6"' OR 2' x 8' : \, I ~
<br />@ 16' O.C. _. , . ,
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<br />114' X '.'l2' LAG SCREW wi
<br />Sl8' WASHER AT 2,' O.C.
<br />AL TER/'iATE DOUBLE STRINGER
<br />FOR CANilLEVER OVER 3'
<br />FROM MAIN STRINGER
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<br />SHEAmING:
<br />112" PLYWOOD OR STRUCI1JRAL
<br />GRADE mER.W<.L PLY wi SIDING
<br />
<br />COMPOSITE PANEL WALL TO WOOD DECK
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<br />AlUM,NUM ?CST SEE TABLE -----"""Er
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<br />314' PLYWOOD DECK ~ ~
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<br />~ 2"'x6"'OR2'x8' ' /:,
<br />!'; 'O'O.C. 'Y ..1
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<br />EXTRUDED AlUMINUM :>ASE
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<br />COR.ROS'ON RESIST ANT THRU-aOL T
<br />PER SCHEDULE
<br />U-GLIP
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<br />LAG SCREW SEE TABLE
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<br />ALUMiNUM COVER (SEE CONNECTION
<br />TO HOST STRUCn:;::E)
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<br />PLATES TOP A.ND 60TTOM
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<br />HURRICANE N-ICHORS WITH NUMBER
<br />OF NAILS PER MANUFACTURES SPECS
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<br />2' x,' STUDS
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<br />PRESSURE TREATED 2 X 4 PLATE
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<br />"-- 6" X 6"'0 X 10 \'VELDED WIRE MESH
<br />:-----. #50 BAH CC'IT!i'iUOUS
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<br />AL TERi'i.~ Too DOUB'.E ST ,\INGL"'t
<br />FOR CA.'<TlLE\/EH 0\;'8"-( 3'
<br />FROM MAL'I STRINGER.
<br />
<br />FOOTING OPTIO~L AS ~=OUIRED
<br />
<br />UTILITY SHED TYPICAL WALL SECTION
<br />
<br />TUBE COLUMN BASE SCHEMATIC (INTERNAL BASE)
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<br />31'4' PLYWOOD DECK __
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<br />SCREWS SEE TABLE
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<br />l' X 2' CKA.NNEL
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<br />LAG SCRE....S SEe TABLE
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<br />M,N"""UM 1.~.'2'
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<br />2"' X S' OR 2' x S'
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<br />AL TERSA-;"E DOU3LE S"7":<.,NGER
<br />FOR CA.N71LE:YER OVER 3'
<br />FROM YA;~ S7RINGER
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<br />ALUMINUM BEAM FRA'v1ING INTO CORNER
<br />OF WOOD FRAMED UTILITY SHED PLAN VIEW DETAIL
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<br />SCREEN ROOM WALL TO WOOD DECK
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<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
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<br /> Wind Load I Applied Load 1
<br /> 110 M.P.H.125 :IISq. Ft I 120 M.P.H. I 29 #'!Sq. Ft I 140 M.P.H. I 40 #lSq. Ft I
<br /> Heaeer Size 1 Header Size I Header Size 1
<br /> (2) I~I (21 i~1 (2) I~I (Z) '~I (2) I~' (2) I~I (2) I~I (2) I NJI (2) I NJ I (2) I~I (2) I NJI (Z) I~i
<br />Roof Span 2, S 2,8 2, '0 I I 2 x 12 ! I 2, S , ! 2,8 2, '0 2 X 12 2, S 2 x 8 2, 10 2x 1Z
<br /> lumber Grade I lumber Grade I Lumber Grade I
<br /> 5 P.F. , '2 P1'-IE I ''2 PI~.JE '2 po; 'c I SPF I <2 PI~-e , <2 P1"E <Z f>I"E I S.P F. <2 PINE I r2 PI"E <2 P'''E ,
<br /> Building Width Building Width Building Width
<br />2 '19'.9" I' 26.1',.. i ' 35.". , , I 43..'.. i 1 1 1. 8'.' ~.. i ' I 34'. ~ 0" j , I 3'..'0"1 ' I 4 ~ '.7" I' i 'T-4. l' i 32..". I' I 32'.1 " 11 38-5"" 11
<br />6 ~ 3.5" I' ! 2' ". 1 i 25.. ,.. 11 129.10".1 ' 13.2.. I' 24.2.' I' I 24.2" 11 I 28.10'.
<br />"" .v 1 11 11'.1'.. i 1 1 22.3" l' I 22.3'. i 1 I 2S.8.' 11
<br />10 , "I '-6" ! 1 i "16'.j," 1 ' I 21..". i ' 25..2" I' '1..1.. ! ' 16.3.' 11 ! 20'-4.' I' i 24'-4.. : 1 1 w.". ; 1 1'4..1 ,.'1 1 I 18.9.' l' I 22.6" l' I
<br />14 '0.":.. i ' I 15'.1" ! '8,1,"/' ! 22./3'. I' i g.,1 ,.. ( , 14../3.. I' i 18.3.' I' 1 2".9.' I' I g'.v.. I' 1 ' 3'-4" I' I 16.9'. I' 1 20.1- 12 i
<br />18 9.13.. 11 : 13'."" i' 1 ' 7'-4 ,. 11 i 20.8. l' g.,.. 11 13-4.' I' I lS..g.' 11 I 20-<l.. 12 1 8.-4'. l' I 12..3.. l' I 15.S 12 I 18..13.. 12 I
<br />22 8.' 0.. 11 I 12.1'.' . , ',S..3. 11 1 19-4.. !2 1 8.6 I ~ '2.13'. I' 15.13.. 11 1 '8'0'. 12 1 ,..9. I' 11.S I' 14S
<br /> , ' 1 I i I 12 I 1T.3.. 12 i
<br />26 8S" I' I 12..3.. :-1 15-4.' ! ' 18.-4.' : 2 I 8.'.. : ' , '1..10". I 1 i ~ 4.'0.. i 2 I 1T.s'. i 2 I 7'-4 ~ : ' I '0.10" ! 2 I ' 3..8.. 12 I '6'-4.' 12 I
<br />30 8 ,.. I' 1 '1.9.. '.4-6.. ;2
<br /> .v , ' i 1TS 12 I '.8.. i 1 , '1.3.' 11 I 14..1- I 2 I '6.10". I 2 I T.O.. 11 I 10'-4.' 12 : ' 2., '''12 i 15-T' 12 i
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<br />32 ,.. I O. (' I , ,.c.. i' 14.-4.. ! 2 : ~ 7'. ,.. 12 I ,..6.. I' ',-<l.. I I I '3.10" I 2 I 16-<>.. [2 I 6.1e.. I'
<br />, I I 10..'.. (2 I 12..9.. 12 i 15.3.. 12 i
<br /> 1) NJ IS ~~e re-:;ul~e'~ nJmber o~ jaCk Slues II .,c.e numOe.)~ iaCk slues's (1) then H',e hea-:ler may be suppone-:l oy a Semco or eq'Jal :O'sl
<br />Notes: ~ucket
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<br />Jaci< slues a.e assume-:l :0 be :2 spruce pine pr fir
<br />2) Use" 0 M PHI 25 S~ Ft for'MO ees'gn Spei;CS .ess :nan "0 M P H
<br />3) 5.Jdjlng WI::,~ :$ meas:.J,'~ Pf:?"2."1,jlcJ:ar ~J t~e (leg.: FJ( Wlc~r;s oe:w€en t~cse s:!cvvn s:::a1S rr.ay :>e In:e?oia:ed
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<br />(2) 1.'IiER."Al L.s OR RECEIViNG CKA.'ISEL
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<br />(2) ~I'" D:AME7ER 60L"'S EACH A.NGLE
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<br />(4) #10 x 1.1,," SHEET METAL SCREWS
<br />EACH A.'<GLE
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<br />'.1'2" x :>-le';:" SPACER BLOCKS
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<br />LAG SCREWS SEE TABLE
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<br />WOOD SEAM
<br />LAG SCREWS SEE TABLE
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<br />nmu SOL T SEE TABLE
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<br />3' x 12' . 1/8'
<br />ALUMINUM STRAP
<br />3' x 3'.,/8'
<br />ALUMINUM PLATE
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<br />ALUMINUM U-GLlP OR A....GLE
<br />THICKNESS EQUAL. TO OR
<br />GREATER rnA.N POST
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<br />::E ~ ~ AlUMiNUM POST
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<br />~ ,<I) . ~ 2"' X 2"'.118" AlUMINUM
<br />::E A.NGLES WlTl1 (2) 1/4" x
<br />%. i~;; THRU-80LTSSEETABLE
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<br />ALUML"UM POST
<br />SEE TABLE
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<br />mRU BOLT SEE TABLE
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<br />YASONRY A....CHOR
<br />SEE TABLE
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<br />Dei AIL #2
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<br />CONVENTIONAL ..-\L\JMINUM CONSTRUCTI')~ ~
<br />FORCH POS r CONNECTION
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<br />''''. 2"' LAG 30L T (2) PER POST
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<br />,. x 2' TOP A.ND BOTTOM PlATE
<br />SCREW 2'.0' OC.
<br />TYPICAL POST
<br />.'0.1.1'2' SCRE\VS (3) MIN.
<br />PER POST TOP NID BOT.
<br />"," YASONRY "'...CHOR (2) PER
<br />i'liO CONCRETE SCREEN ROOM
<br />(2) AT POST A.'ID 2'.0' O.C.
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<br />ALUMINUM SCREEN ROOM WALL
<br />UNDER WOOD FRAME PORCH
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