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<br />EPSWAlL PANEL 0
<br />3/4' Pl..YWOOO DECK (OPTIONAl) ~
<br />514' X 0' OR 2 X :_~=C~<_:_'~~~:'_ _'':'::=;E~ '____
<br />r---r-~ I
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<br />
<br />2'@S;S:~~X8' 11~1\t'~
<br />
<br />".4 ' ' . .1
<br />V \/'11
<br />
<br />1,112"1< 3'x O,D60' RECEIVING CHANNEL
<br />
<br />~
<br />
<br />COMPOSITE PANEL WALL TO WOOD DECK
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<br />114" x 3" BOLTS OR T-BOL TS INTO ~ ~;~ ..........-
<br />CONCRETE StA3 AT 24' ON CENTER ii' /'
<br />WITI-ll/8. x '.112" WASHERS ~,'~
<br />
<br />~I
<br />'" >.,--
<br />
<br />.'0 X 1'2' S M S, @ S" O,C, MIN,
<br />BOTH SIDES
<br />
<br />It<! x,' WOOD SCRE\VS WIT'rl
<br />51'8' WASHERS (3) PER PA.'1EL
<br />
<br />2" X 4' TOP PLATE
<br />PRESSURE TREATED PINE
<br />
<br />114' X 1,1.'2' LAG SCREW "'/
<br />~e' WASHER AT 24' O,C,
<br />
<br />AlTERNATE DOUBLE STRINGER
<br />FOR CANTlLE:VER OVER 3'
<br />FROM MAIN STRINGER
<br />
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<br />I
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<br />
<br />SHEATHING:
<br />112" PI.. YWOOO OR STRVCllJRAJ...
<br />GRADE THERMAl PLY "'/ SIDING
<br />
<br />AlUMINUM POST SEE TABLE ---.......~
<br />
<br />J,4'PLYWOODDECK ~ ~
<br />~. --~
<br />
<br />I l\j;'J/~
<br />~ 2" X 6" OR 2" X 8' I. 1 J Ii
<br />~ 'oDC \ !!
<br />~..-t.._ ~.__ _.___
<br />
<br />EXTRUDED AlUMINUM BASE
<br />
<br />CORROSIO,'i R:SIST A.NT THRU-aOL T
<br />PER SCHEDULE
<br />U~LIP
<br />
<br />LAG SCREW SEE TABLE
<br />
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<br />.
<br />, ""---....
<br />
<br />Al TERN,qE DOUBLE SIi\INGL:::!
<br />FOR CA."TlLE\o'E,R OVE"-< 3'
<br />FROM MAIN STRINGEP,
<br />
<br />rOOTING OPTIOML ,l.S ;;'EQUIRED
<br />
<br />UTILITY SHED TYPICAL WALL SECTION
<br />
<br />i1 11
<br />
<br />TUBE COLUMN BASE SCHEMATIC (INTERNAL BASE)
<br />
<br />3/4' Pl Y"'COD 0 E CK _.....,
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<br />er-
<br />1- I :~
<br />
<br />LAG SCRE....S SEE TABLE
<br />
<br />SCREWS SSS TABLE
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<br />MiNiMUM ""/2" '. ,\ I!, 1/1 r
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<br />I X ! XI
<br />2" X S" OR 2" X 8" I! \ 1 i \ I
<br />@ ~S' o,c, -
<br />V \1 ~
<br />
<br />Al TERNAi: DOUBLE STRINGER
<br />FOR CA.'1T1LEYER OVER 3'
<br />FROM !.'AlN S7RINGER
<br />
<br />ALUMiNUM BEAM FRAMING INTO CORNER
<br />OF WOOD FRAMED UTILITY SHED PLA~ VIEW DETAIL
<br />
<br />1/2" LA?
<br />
<br />SCREEN ROOM WALL TO WOOD DECK
<br />
<br />Allowable Header Spans for Exterior Bearing Walls
<br />Header:; 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 / Applied Load
<br /> 110 M,P,H, / 25 #lSq, Ft '20 M,P,H, /29 #lSq, Ft 140 M,P,H, /40 #iSq, Ft I
<br /> Header Size Header Size I Header Size I
<br /> i2I I NJI (21 I NJI (2) I NJI (2) I NJI (2) I NJ I (21 I NJI (2) I NJI 12) I NJI (2) I NJI (2) I NJ I 121 INJi 12) I NJ I
<br />Roof Span 2 X 6 2 x 8 2 I ,0 2x 12 2 x 6 I I 2 I 8 2 X ,0 2 x ,2 2x6 2 x 8 2 I ,0 I I 2 x ,2
<br /> Lumber Grade Lumber Grade I Lumber Grade I
<br /> S PF, .2 po,',\; I '2P1~ '2 "'>..1: SPF, I '2 PINE I '2 PINE I I
<br /> I '2 PI'IE S,P,F, .2 Pi'lE I '2 PINE .2 PI'OE
<br /> Building Width Building Width I Building Width I
<br />2 .19'.3" I' I 28'"," , 1 I 36'-," I' I 43-," i 1 118'" ," i ' 134'-'0" i ' I 34'" 0" 11 I 4',',," I' I '7'-4" I' I 32'.," 11 1 32'-," I' 38'-5" I' i
<br /> ' I
<br />6 ~ j".o" I' I 2::;-0" 1 I 25,," 11 I 29'.10" I' I ,3.2" ! ' 24',2" 11 I 24'-2" I' 128,,0" I' 1"-"" i' I 22'-3" I' I 22.3' I' 25'-8" i 1 I
<br /> I
<br />10 ": "I '-0" 11 I '16'.,," I' I 2',1" I' I 25.2" I' I " '.," I' ,6'-3" 11 1 20-4" 11 I 24'-4" 11 I 10'" " i ' 14'-' '''I ' , 8-9" i' 22-6" i'
<br /> I
<br />14 ',0'-4" I' I 15.," i ' I ' 8,1," I ' I 22-6" 11 9'.1," I' '4.--6'. I' I 18'-3" I' I 2'-9" 11 I 9',0" 11 I 13'-4" , ',6'.9" I' I 20',1" 12
<br />18 9-6' 11 i 13.,1" 11 I 17'4- 11 I 20-8" I' g.," i' 13'-4" I' I '6'.9" I' I 20'-,)" 12 I 8'-4" I' I 12'-3" , 5-5" 12 I 18''<;'' 12 I
<br />22 8-',0" I' I ' 2."" I' I '6'-3" I' I ,9-4" !2 8-6" I' ,2'<;" I' I '15'-$" I' I ,8'-0" 12 I ,'.9" I' I ' ,'-5" i 1 I ,4-5" 12 I ' 7'.3" i 2 I
<br /> ' '
<br />26 8.5" I' I 12.3" i' I 15'-4" I' I 18'-4" i 2 I 8',1" l' ! ,,-10"/, 1,4'.10" i 2 I ' i-S" 12 I 7"-4" I' I ~0-1O" /2 I 13-8" ! 2 I 16'-4" 12
<br />30 8' 0" I' " '.9" I' I 14.S" 12 I ' ,-5" 12 I 7'-8" , ,,3" I'
<br /> -v i ' I I 14',," 12 116.,0"12 I 7'-0" I' I ,0'-4" 12 I ,2.11"12 I 15'.(" 12 i
<br /> I
<br />J2 7'-10' I' I "'..0" I' i 14'-4" 12 I 17'"" i 2 I i-6" I' I ,1-,)" I' 1 ' 3-,0'\2 I ',6''<;' 12 I 6',,0" I' I ,0,," 12 I ' 2'.9" i 2 ! 15-3" 12 j
<br /> 1) NJ IS t,'1e reqUired nJmber oljac'.. Sluds If :"'e numDer 0: lack stJds 's (') then the ,'leader may be sJPpo..,ed cy a Semco or eQJal lost
<br />Notes: Duc..et
<br /> Jack sl,.JCs are assumed 10 be :2 spr.Jce pine or fir
<br /> 2) Use 110M P H 125 Sq Ft for W1no oeslg'" sp~Cs less tnac, ": 0 M P H
<br /> 3) 5.Jddlng ""0','1 ,s measureo per-..-::nClcu~ar 10 I..,e "age FOI wlC,r,s between t..,ese s..,own, spans may ~ I~terpoiate<j
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<br />AlUMiNUM COVER (SEE CONNECTION
<br />TO HOSl STRVCllJRE)
<br />
<br />PLATES TOP AND BOnOM
<br />
<br />HURRlCA.'iE A."ICHORS WITH NUMBER
<br />OF NAILS PER MANUFACTURES SPECS
<br />
<br />2" x ~. SllJOS
<br />
<br />PRESSURE TREATED 2 x 4 PLA IE
<br />
<br />....
<br />"-- 6' x S".,O x,O lVELDEO WIRE MESH
<br />:----- _ .50 BAR CO'{TI~VOUS
<br />
<br />(2) 1,'1TE;<.I>:Al L's OR RECEIVING CHANNEL
<br />
<br />(2) '14' D:AMETE.R BOLTS EACH A."IGLE
<br />
<br />(4) #\0 x ""'2. SHEET ME/Al SCR...<'WS
<br />EACH A.NGLE
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<br />1.,/2" x :\..1/2' SPACER SlOCKS
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<br />lAG SCRElVS SEE lABlE
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<br />WOOD BEAM
<br />LA-G SCREWS SEe TABLE
<br />
<br />THRU BOLT SEE TABLE
<br />
<br />
<br />)" . 12. . 1/8.
<br />AlUMINUM STRAP
<br />3. x 3' x 1/8"
<br />AlUMINUM PlATE
<br />
<br />AlUMINUM U-CLlP OR A.'1GLE
<br />THICKNESS EQUAl TO OR
<br />GREATER n<.A.N POST
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<br />~ ~ ~ AlUMiNUM POST
<br />::> SEE TABLE
<br />
<br />~'~ l 'T~ 2" x 2' .','8" AlUMi'iUM
<br />~ U, A.'1GLES 'MTH (2)',14' x
<br />q. I,;"; THRU-aOlTSSEETABLE
<br />I I ' .
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<br />AlUMiNUM POST
<br />seE 1 ABLE
<br />THRU BOl T SEe TABLE
<br />
<br />Io.'ASONRY A.'1CHOR
<br />SEE 1 ABLE
<br />
<br />DEI All ;:'2
<br />
<br />CONVENTIONAL A,Lt.!MINUM CONSTRUCTIQ~ ~
<br />FORCH POS r CONNECTION
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<br />,'4' x 2" LAG BOLT (2) PER POST
<br />
<br />'," x 2" TOP A.NO BonOM PLATE
<br />SCRE,V 2'.<)" OC,
<br />'TYPICAL POST
<br />#10 x '.1/2" SCREWS (3) 10.11'1,
<br />PER POST lOP A.ND BOT,
<br />, 14' ...ASOSRY A.'1CHOR (2) PER
<br />INTO CONCREiE SCRESN ROOM
<br />(2) AI POST A.'iD 2'~' O,C,
<br />
<br />ALUMINUM SCREEN ROOM WALL
<br />UNDER WOOD FRAME PORCH
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