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<br />EPS WAlL PANEL
<br />
<br />314" PLYWOOD DECK (OPTIONAL)
<br />514' x 6" OR 2 x 6 DECK ----...",'
<br />
<br />~
<br />
<br />2" x 6" OR 2" x 8"
<br />@16"0.C.
<br />
<br />
<br />1.1!2"x 3"x 0,060" RECEIVING CHANNEL
<br />
<br />
<br />1110 x 112" S.M.S. @ S" O,C, MIN.
<br />BOTH SIDES
<br />
<br />#a x 1" WOOD SCREWS \'VITH
<br />518" WASHERS (3) PER PANEL
<br />2" x 4" TOP PLATE
<br />PRESSURE TREATED PINE
<br />
<br />1/4" x 1.112" LAG SCREW wi
<br />518' WASHER AT 24" O,C.
<br />AlTERNATE DOUBLE STRINGER
<br />FOR CANTILEVER OYER 3'
<br />FROM MAIN STRINGER
<br />
<br />SHEATHING:
<br />112" PLYWOOD OR STRUCTURAl
<br />GRADE THERMAl PLY wi SIDING
<br />
<br />COMPOSITE PANEL WALL TO WOOD DECK
<br />
<br />AlUMINUM POST SEE TABLE
<br />314" PLYWOOD DECK
<br />~
<br />
<br />
<br />2"xS"OR2"x8"
<br />@1S"0,C,
<br />
<br />EXTRUDED AlUMINUM BASE
<br />
<br />CORROSION RESIST ANT THRU-80L T
<br />PER SCHEDULE
<br />U-CUP
<br />
<br />LAG SCREW SEE TABLE
<br />
<br />1/4" x 3' BOLTS OR T.BOL TS INTO
<br />CONCRETE SLAB AT 24" ON CENTER
<br />WITH 118" x 1.112" WASHERS
<br />
<br />~
<br />
<br />~
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<br />
<br />.
<br />" ~..........
<br />
<br />AlTERNATE DOUBLE STR;I'/GER
<br />FOR CANTlLEVER OYER 3'
<br />FROM MAIN STRINGER
<br />
<br />FOOTING OPTIONAL AS REQUIRED
<br />
<br />UTILllY SHED lYPICAL WALL SECTION
<br />
<br />TUBE COLUMN BASE SCHEMATIC (INTERNAL BASE)
<br />
<br />MINIMUM 1.1/2" I
<br />
<br />
<br />31,4" PLYWOOD DECK \
<br />
<br />1" x 2" CHANNEL \
<br />
<br />2" x 6" OR 2" x 8'
<br />@16"0,C.
<br />
<br />SCREWS SEE TABLE
<br />
<br />
<br />LAG SCREWS SEE TABLE
<br />
<br />112" LAP
<br />
<br />AlTERNATE DOUBLE STRINGER
<br />FOR CANTILEVER OYER 3'
<br />FROM f.'AIN STRINGER
<br />
<br />I . '
<br />
<br />AlUMINUM COYER (SEE CONNECTION
<br />TO HOST STRUCTURE)
<br />PLATES TOP AND BonOM
<br />
<br />HURRICANE ANCHORS WITH NUMBER
<br />OF NAlLS PER MANUfACTURES SPECS
<br />
<br />2" x 4' STUDS
<br />
<br />PRESSURE TREATED 2 x 4 PLATE
<br />
<br />,
<br />~
<br />
<br />S' x S' . 10 x 10 WELDED WIRE MESH
<br />#50 BAR CCNTINl'OU~
<br />
<br />(2) INTERNAl L's OR RECEIVING CHA....NEL
<br />
<br />(2) 114" DIAMETER BOLTS EACH ANGLE
<br />
<br />(4) 1110 x 1.1/2" SHEET METAl SCREWS
<br />EACH ANGLE
<br />
<br />1.112" x 3-\,12" SPACER BLOCKS
<br />
<br />ALUMINUM BEAM FRAMING INTO CORNER
<br />OF WOOD FRAMED UTI LIlY SHED PLAN 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 1/2" Plywood Spacer
<br />Supporting Supporting Roof and Ceiling Loads Only
<br />
<br /> Wind Load 1 Applied Load
<br /> 110 M.P.H. 1 25 #lSq. Ft 120 M.P.H. 1 29 #/Sq. Fl 140 M.P.H. /40 #lSq. Fl
<br /> Header Size Header Size Header Size
<br /> (2) NJ (2) NJI (2) NJI (2) NJ (2) NJ (2) NJ (2) NJ (2) NJ (2) NJ (2) NJ (2) I NJ (2) I NJ
<br /> Roof Span 2x6 2 x 8 2 x 10 2 x 12 2 x 6 2 x 8 2 x 10 2 x 12 2x6 2x8 2 x 10 2 x 12
<br /> Lumber Grade Lumber Grade Lumber Grade
<br /> SP.F, #2 PINE I #2 PINE 1 #2 PINE S.P.F. I #2 PINE #2 PINE #2 PINE S,P.F. #2 PINE #2 PINE #2 PI NE
<br /> Building Width Building Width Building Width
<br /> 2 19'.9" I 128'., '"'11 I 36'.", 1 i 43.1"' , '8'., '"'1' 34'.'0" 1 34'.10" , 41'.7" , 'T-4" I' 32'.,"' , 32'.," , 38'.5"' I'
<br /> 6 13'-8" , 20'-0" , I 25'.,.' 1 129'.10" , 13'.2" , 24'.2" , 24'.2" 1 28'.10"" , ,,'.""' , I 22'.3"' 1 22'.3"' I 26'.8" 11
<br />I 10 '1'.6" , 16'.' "'11 I 21'.", I' I 25'.2" , '1'.,'" , '6'.3" 1 20'-4'" , 24-4"' , I 10'.,"' , 14'.,,"' , 18'.9"' I 22'.6"' I'
<br /> 14 10'-4" , 15.'"' 1 118'.,,"' , 22'.6"' , 9'.' '"' , '4'.13" , 18'.3"' , 2,'.9" , 9'.0" , I ' 3'-4" , 16'-9" , 20'.," 12
<br /> 18 9'.13"' , '3'., '"' , i 'T-4" , 20'.8" , 9'.," , '3'-4" I 16'.9" , 20'.()" 2 8'-4"' , 12'.3"' 1 '5'.5"' 2 18'.13"' 12
<br /> 22 8'.10'" , 12'.' '"' , 1 16'.3"' , , 9'-4" 2 8'.13" , '2'.13" , 15'-8"' , 18'.8" 2 T.9" I I "'-5"' , '4'-5"' 2 ,T.3" 12
<br /> 26 8'.5'" 1 12.3"' , I ' 5'-4'" I , 8'-4" 2 8'.,., , , ".'0" , 14'.10"' 2 'T-8" 2 T-4"' , 10'.10" 2 13'.8" 2 16'-4"' 12
<br /> 30 8'.0" , , ".9" 1 1 ~4'-8" 2 'T.5"' 12 T.8"' , , ".3" , 14'.'"' 2 16'.10" 2 T.O" , 1 0'-4"' 2 '2'., ,.. 2 15'.7" 12
<br /> 32 T.10" 1 ' "'.6" , I 14'-4"' 2 'T.'" 2 T.6" , "'.()" , '3'.10" 2 16'.13" 2 6'.10" , 10'.,"' 2 12'.9" 2 1 5'.3" 12
<br />
<br />') N J, IS the reqUlCeSl number of Jack 51uds If the number of Jack studs is (') then the header may be supported by a Semco or equal )Olst
<br />bucket
<br />
<br />Jack studs are assumed to be 112 spruce, pine. or fir
<br />2) Use "0 M PH /25 Sq Fl for Wind des'gn speeds less than "0 MP H
<br />
<br />3) Build,ng Width ,s measured p€rpend,cular to the ndge. For Widths between those shown, spans may be interpolated,
<br />
<br />Notes:
<br />
<br />
<br />DETAIL #1
<br />
<br />LAG SCREWS SEe TABLe
<br />
<br />THRU BOlT seE TABLE
<br />AlUMINUM U-CUP OR ANGLE
<br />THICK.'1ESS EQUAL TO OR
<br />GREATER THAN POST
<br />
<br />AlUMINUM POST
<br />SEE TABLE
<br />THRU BOlT SEE TABLE
<br />MASONRY ANCHOR
<br />seE TABLE
<br />
<br />WOOD BEAM
<br />LAG SCREWS SEe TABLE
<br />
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<br />
<br />3" x 12" x 1/8"
<br />AlUMINUM STRAP
<br />3" x 3' x 1/8"
<br />AlUMINUM PLATE
<br />
<br />
<br />AlUMINUM POST
<br />seE TABLE
<br />
<br />2" x 2" x 1/8" AlUMINUM
<br />ANGLES WITH (2) 1/4" x
<br />THRU-BOL TS SEE TABLE
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<br />
<br />DETAIL #2
<br />
<br />CONVENTIONAL ALUMINUM CONSTRUCTICN
<br />P0RCH POST CONNECTION
<br />
<br />-E
<br />
<br />114" x 2" LAG BOLT (2) PER POST
<br />
<br />'" x 2" TOP AND BOnOM PLATE
<br />SCREW 'Z'()" a.c.
<br />TYPICAL POST
<br />#1a x 1-1/2' SCREWS (3) MIN.
<br />PER POST TOP AND BOT.
<br />1/4" MASONRY ANCHOR (2) PER
<br />INTO CONCRETE SCREEN ROOM
<br />(2) AT POST AND 2'-0- O,C.
<br />
<br />
<br />ALUMINUM SCREEN ROOM WALL
<br />UNDER WOOD FRAME PORCH
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