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<br />
<br />EPS WAL~ P....'1EL
<br />31.' PI. YWooO DECl( (OPTIONAl)
<br />5w , 5' OR 2 , 5 DECl(
<br />---.....
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<br />~
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<br />-~
<br />
<br />,-
<br />
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<br />"f'"
<br />I
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<br />I
<br />
<br />1\" + =-'11
<br />i ,/ I \ :!
<br />Ii, ~I
<br />/\ I I
<br />.,. 'I !,
<br />
<br />V \1 "~I
<br />
<br />2" , 6" OR 2' , 5'
<br />@ 15' O,C,
<br />
<br />"\12"x 3'1 0000" RECEIVING CHANNEl.
<br />
<br />~
<br />
<br />"0 1'12" S M S, @ 5" O,C, MIN,
<br />BOTH SIDES
<br />
<br />#S I" WOOO SCREWS W1TH
<br />51a' w"-SHERS (3) PER PA.'1E~
<br />
<br />2' I.' TOP?V.TE
<br />PRESSURE TREATED PINE
<br />
<br />"~
<br />I
<br />I "I
<br />V
<br />
<br />,W 1','12' l.A.G SCRE"'" wi
<br />Sia' WASHER AT 2.' O,C,
<br />At TERNA TE Doua~E STRINGER
<br />FOR CA.'1lll~R OVER 3'
<br />FROM MAIN STRINGER
<br />
<br />SHEAn-liNG:
<br />112" Pl '!'WOOO OR STRUCnJRAL
<br />GRADE THERMAL PI. Y wi SIDING
<br />
<br />EXTRUDED AlUMINUM aASE
<br />
<br />CORROSION RESIST A.'1T THRU-aOl T
<br />PER SCHEDULE
<br />U-ctIP
<br />
<br />l.A.G SCREvV SEE TABLE
<br />
<br />1
<br />-~~
<br />
<br />COMPOSITE PANEL WALL TO WOOD DECK
<br />
<br />ALUMINUM POST SEE TABLE ~
<br />3I.'PlywooODECl( ---....... CI~
<br />, ~ --
<br />~I
<br />+ r~~~~~..' ~,F
<br />
<br />I, "
<br />V ~\jr'J---"-
<br />
<br />114' ,3' BO~ TS OR T.aOlTS iNTO
<br />CONCRETE su..a AT 2.' ON CE,'1TER
<br />WITH "~",,.,12" WASHERS ~l
<br />
<br />~I' i'
<br />.., "<--
<br />
<br />,
<br />."'-
<br />.
<br />. ----
<br />
<br />~
<br />
<br />AlUM,NI,;M COVER (SEE CONNEcnON
<br />TO HOST srRucruRE)
<br />?V.TES TO? A.'10 BOTTOM
<br />
<br />HURRICA.,<e ANCHORS WITH NUMSER
<br />OF NAJ~S PER MANUFACTURES SPECS
<br />2"1.' STUDS
<br />
<br />PRESSURE TREATED 214 PLATE
<br />
<br />5' ,5' . '0110 WELDED WIRE MESH
<br />:---.- _ .50 ilAR CC'iT!NUQUS
<br />
<br />AI. TERN.UE Doua~E ST;'~ING<:.::!
<br />FOR CA.Nlll~R O\lE"'( 3'
<br />FROM MAlN STRINGER
<br />
<br />FOOTING OPTIOMJ.. ,l.S ;;EOUIRED
<br />
<br />UTILITY SHED rfPICAL WALL SECTION
<br />
<br />TUBE COLUMN BASE SCHEMATIC (INTERNAL BASE)
<br />
<br />
<br />~rT
<br />y-
<br />
<br />Al TER.'OA TE DOUBlE STRINGER
<br />FOR CA.'1nL~R OVER 3'
<br />FROM MAlN STRINGER
<br />
<br />
<br />(2) INTER.'<Al. L's OR RECEIVING CHANNEL
<br />
<br />(2) 11.' O\A.~ETER 30L TS EACH A.NGLE
<br />
<br />(4) "0 I '.'r~' SHEET METAl SCR...~S
<br />EACH A.NGLE
<br />
<br />1.'12" ,l-'I2' SPACER BLOCKS
<br />
<br />ALUMINUM BEAM FRAMING INTO CORNER
<br />OF WOOD FRAMED UTILITY SHED PlAN VIEW DETAIL
<br />
<br />SCREEN ROOM WALL TO WOOD DECK
<br />
<br />2
<br />6
<br />'0
<br />14
<br />18
<br />22
<br />26
<br />30
<br />32
<br />
<br />Notes:
<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 />I Wind Load I Applied Load
<br />110 M,P ,H. I 25 ItISq, Ft. I 120 M,P ,H. I 29 #lSq, Ft. I 140 M.P ,H, I 40 #lSq. Ft.
<br />Header Size I ~ader Size I Header Size
<br />
<br />2(:)' INJI21:'a 'NJI2~2l'0 rNJI2~2::INJI:(:'5INJI2(:'a NJI2~2:0 NJ 2~:2INJI2(:I, INJ121:la INJI2~2:0 INJI:~2)12INJ
<br />
<br />Lumber Grade I I Lumber Grade I Lumber Grade
<br />S.P,F, I _2 Plr-.E.I -: Plr-.E 1 -: PI,~ I S,P,F, I -: PINE '2 PINe '2 PINE I S,P,F, I -: PINe I _2 PINe '2 PINE
<br />Building Width I Building Width I Building Width
<br />I '9',9" l' 128',"'1 11 ~",. I' I 43'.," I' 1'8"""1' 134"\0" 1 34'.'0"11 41'-7" I' I '7'-4' , I 32'." I' I 32',,' I' I 38'S I'
<br />I 13'.s" I' , 20'.0" l' I 25'." , ' 129'.'0"' ' , '3'.2" I' I 24'02" I' , 24'.2" l' 128"'0"1' I ' 1',' ,", ' I 22',3" I' I 22'-3' I' I 25',8" l'
<br />I "'.s- l' 1'5"""1' I 21'," I' I 25',2" I' I ,,',,' I' I '5',3" I' I 20'-4' I' 24'-4' , I '0'"" I' 1'4',"'1' I 18',9" I' I 22'.s" I'
<br />I '0'-4" I' I '5'", I' 1'8'.' "1' I 22'.s" I' I 9'",' I' I '4'.s" , I '8'-3" , 21'.9" 1 I 9'.0" l' 1 13'-4" I' I '5',9" I' 20',,' 12
<br />I 9'.s" l' 113"""1' 117'-4" l' I 20'-8" l' I 9',,' l' I '3'-4" 1 I '5'.9" 1 20'-0" 2 I 8'-4" 1 I 12"3"1' I 15'-5" 12 I lB'.s" 12
<br />18','0"1' 1'2""-1' 1'5'-3"1'1 '9'-4"12\ 8',5" 1'1 '2'.s" , '5'.s" 11 ,8',8'1217',9" , 1'1'-5" 1'1 '4'S 121 '7'-3'12
<br />I 8'-5- l' , '2'-3' I' , '5'-4" I' 1 'B'-4' 12 I 8',," I' 1'1'.10" 1 14','0"\2' 17'.s" 12 I 7'-4' , 1'0"'0"'2 I '3'-8" \2 '5'-4' 12
<br />\ 8'.0" 1'1,,.'9"1' I 14'.S" 12T'7',S" 12\ 7'-B" 1'1,,.,3" , 14',," 21'6"'0"1217'-0" 1'1'0'-4"\21 '2""-12 1ST 12
<br />I r,'0"\111"~"I' 1'4'-4" 12T17""'21 7'~' 1'1 ,,..0" , 13',10" 2 16'~'1216'.'0"1' 1'0"'"121 '2',9"12 15,3'12
<br />
<br />') N J, IS :ne req'Ulre<i num~r 01 Ja<;k sluds II tJ1e number of ja<;k studs is (') then the header may ~ suppor.e<i by a Semto or eq'.ial lOlst
<br />~n '
<br />Ja<;k studs are assume<i to ~ '2 spruce, p,(\e, or fir,
<br />2) Use 110 M PHI 25 Sq Ft, for W\(\Q deSign spee<is less than "0 MPH,
<br />3) Building WIdth IS measure<i pe<?en(j'tu!ar to 1M ndge For Widths between lnose Shown, spans may be inter;lOlated
<br />
<br />
<br />"
<br />
<br />
<br />OET AIL .1
<br />
<br />LJ,O SCPEWS SEE TABLE
<br />
<br />1l-\RU aOLT SEa TABLE
<br />
<br />AlI.;~INUM U-ClIP OR ANGLE
<br />THICK....ESS EOUAL TO OR
<br />GREATER THAN POST
<br />
<br />AlI,;MiNUM POST
<br />SEE TABLE
<br />
<br />1l-\RU BOLT SEE TABLE
<br />MASONRY ANCHOR
<br />SEE TABLE
<br />
<br />
<br />~M-
<br />z
<br />i I \
<br />
<br />:,.,
<br />,--
<br />Z I
<br />i
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<br />:,.,
<br />
<br />g ~ -",;-
<br />~ ~ ~
<br />~ ~
<br />~101
<br />
<br />WOOO BEAM
<br />LAG SCRE'WS SEE TABLE
<br />
<br />3""2" I 1,~'
<br />AlUMINUM STRAP
<br />3' I )' Ilia'
<br />ALI.;MIN\JM ?V.TE
<br />
<br />AlUMiN\JM POST
<br />SEE TABLE
<br />
<br />2" , 2" I ,,~. AlUMINUM
<br />....NGLES ''''1TH (2)'W I
<br />THRU-aOl TS SEE TABLE
<br />
<br />DET AIL #'2
<br />
<br />CONVENTIONAL ,ALlJMINUM CONSTRUCTl0~!
<br />FORCH POS r CONNECTION
<br />
<br />ir:=
<br />
<br />I~
<br />
<br />)~
<br />I~
<br />
<br />
<br />1/4' , 2" l.A.O 80L T (2) PER POST
<br />
<br />"12" TOP A."O 9OTTOM PLATE
<br />SCREW 7:.(J" O,C,
<br />TY?ICAl POST
<br />.'0 I 1,'12" SCREWS [J) 10.41.'1,
<br />PE,~ POST TOP A.'10 80T,
<br />'WVASONRY ....NCHOR (2) PER
<br />INTO CONCRETE SCREEN ROOM
<br />(2)....T POST A."O 7:-0' O,C.
<br />
<br />ALUMINUM SCREEN ROOM WALL
<br />UNDER WOOD FRAME PORCH
<br />
<br />...J
<br />-<
<br />:)
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<br />f- ill 0
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<br />ill :) Z
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<br />W ~_
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<br />t"\ ;)-
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<br />c~a~~
<br />C:ll-...~
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<br />rogog~
<br />. ~ ~:;; ~
<br />W~65e
<br />(l)cX:~~~
<br />"lu"''''U.
<br />,-,\.Ut"1-l
<br />C !i · :::
<br />(l)\)
<br />\-<:
<br />3
<br />co-
<br />\.)
<br />
<br />
<br />2
<br />
<br />OF
<br />
<br />6
<br />
<br />Roof Span
<br />
<br />
<br />t;r - SCREWS SEE TABLE
<br />31.' PLYWOOD DECK ~ /
<br />\ I-
<br />i ,',2" CHANNEL \ t- U l.A.G SCRE'....S SEE TABLE
<br />
<br />I MINIM\JM 1.'12" ~' ~ k H~ '12" LA='
<br />~ 'IX' /1
<br />I 2" , 6" OR 2" I a" II \
<br />I @15"O,C, .
<br />
|