|
<br />..p.
<br />
<br />NOTE; CONTRACTOR SHAll PROVlOE VERifICATION TIm mE HOST STRUCTIJRE IS STRUCTljRALlY
<br />COMPARABLE TO mE STRVCTIJRE SHCY,N. (M081lE HOME OR CON'<1NTICNAL CONSTRUCTION)
<br />
<br />HOST
<br />S TRUC TIJR(
<br />OR r AClA
<br />
<br />
<br />PA.~ OR COMPOSITE p,,~as. uS( CCRROSl~
<br />RESlsn\! SCRE'~ '. ~9!~~j~t.i 11Q, ~
<br />x 'll? l) )/F~'1 iN " ,,~Ij,~JI:lA.'iSrl AiO
<br />I f!1'~~ f/'/J' ~ R' CAP CO!i~1ECTION TO
<br />REC(JVlNG CHA.'iNEL C~),W(lSl"T( PA,'1ElS us(
<br />IN ,x (t"~..,,./t) LAG SCR,('I1:~,rrii)jt" 'NAS.'itRS
<br />T\-{.qOO~ REWVlNG CH.ANNEt; if/OlliTCt'.
<br />CAIJIj(' Aic CONNECTIONS. .
<br />
<br />________ [XTRUQm OR 8REAKI,l[T,It
<br />HEAD(f( 0.032. !.li~.
<br />
<br />r ASTENER DETERMiNED
<br />BASED ON CONS TRtlcnON
<br />Cf HOST STRVCTVR(
<br />CONNECilON TO HOST STRU,CilJRE
<br />
<br />SH A DING 1Yr'E II DENO TE 5
<br />INTERIOR POST !.lAX. R<X;f AREA
<br />SEE TABLE.
<br />
<br />
<br />. #10 l Ct.+l l/n \11TH
<br />____ 1 1/.. 'IIASliER 0 .. D.C. !.IiN.
<br />
<br />3 I' Oxl 1/2. 'J,lS PER PAIl PANEL
<br />'/11TH 3/.. 'NA5nE.R OR
<br />3 I' Ox1 '/2' 'NASliER HEAOED SCREWS
<br />
<br />UPLIfT STRAPPiNG EACH S11.1D
<br />O.O.2~.xl 1/.. !.I06ILE HOME STRAPPING
<br />NAilED '/IIl'H led CC!.I!.ION 3 PER SlOE
<br />OR led GlJN NAILS 3 PER SlOE
<br />STRAP Sl1AlL BE o. EACH SlOE AND
<br />CON nNUQlS O~R THE S TVO
<br />
<br />D~ABQT
<br />
<br />NOTE: ~ERE 1/2. CDX Plrt.<<X> IS US(O FRA},IiNG Sl1ALL BE 0 24' OC. !.IN.
<br />w/ NAIL PATTERN. PlYWOOO TO STVOS led OCMMON o. OC. @ EDGE
<br />""0 1 t O.c. FiELD. '/,HERE 3/15. STRtlCruR,It T11ERYAL PH SlDiNG
<br />IS usm FRAMING SHAl.L BE 10. 0.0. '/1/ I 1/2. ROOfiNG NAilS 0
<br />3. ~ EDGE ""D It oc. FIELD
<br />
<br />UPLIFT STRAPPING DETAIL
<br />
<br />j. RECEMNG CHA.~NEL
<br />ANCHORS 'Ill TH 3 EACH
<br />fa Sl.<S P(R FOOT
<br />"
<br />
<br />/ TOP \k GRAD(
<br />l"d" flUTED POST
<br />IIRAPP(O '(1/ FELT PAPER
<br />
<br />
<br />
<br />3/a"d 1/2. 8QT.
<br />SO LB. 2500 PSI
<br />CONCR(TE PREl.l!X
<br />
<br />~l~r.?~~
<br />
<br />I
<br />
<br />24.
<br />
<br />'L
<br />
<br />3 1/t ..'
<br />+--- '. ...... . .
<br />
<br />I J 10"' 1
<br />
<br />POST TO SASE AND
<br />POST TO BEAM DETAIL
<br />
<br />ALUMINUM CONVENTIONAL CONSTRUCT10N
<br />PORCH POST CONNECTION
<br />
<br />-L ~ / POOR(O CONCRETE
<br />
<br />I) D[/
<br />1 W REFER TO TABU: 5
<br />
<br />ISOlATED roOilNG
<br />
<br />. -- - --- -- - >~
<br />NOrf:: M HOST Sl1l\JC11JRE II1JST BE CAPABlE !$ ~Tl~C ]liE iIl.L'l./If.t'U Sffi\JC11JRE TO BE ATHQj(1) TO ]liE HOST S1R\JC11JRE. GEM:RiIl.t'f ]liE
<br />CONQtTlC<< ~ T);E EXlsn~c STRVCTURE l\lIJ. INQiCArf: ]liE STR1JC11JRES CAPABlUT'f. ]liE FCUC'l1l~;; CONOtT1a.S/HO$T S1R\JC11JRrS ARE CAPABlE
<br />!$ SlJPPal TlNC 1}j( iIl.l:MIN\lU SffiUC TURE 10 BE A TTAQj(D;
<br />
<br />l. WA~R'f 'NAU5, 2.l 4. FRAlIE WlSTRVCT1CN Will.L5, PRE ENONHRrD '00:<<> TRVSSES W/ A 2'l 5. SlJ9 FAQA /..,;, A TP\JSS (M:RHA.'!G ~ UP
<br />TO 4', !J(J/cp' ATUQ{l.IENT ~ r,-j( iIl.UW[~1I STR'JC11JRr 1\iRClJCH ]liE l' FAaA TO M T1MS BUTTS '11/ A WA.....'\A,!1I ~ 4' TRUSS cvtilHA.~G.
<br />
<br />2. WOO\! HCU(S \lA.~1..HC1\IRf:O /oilU 19M ~O 8\.!lT 10 M: 1984 HU) ST"'~CN<1)S '~(<t THE ...~01CP.S ARE INTO M: TP\JSS BUTT$.
<br />
<br />1 CONOlTlCNS ~OT re.tRrO A8C\t Siill.L BE R!:,1('f,(1) B'f :liE ENCl/o'llR TO cn:R\.IiNE 1r<E HOST Sffi\JC11JRE IoiXOOACY.
<br />
<br />4. ALL ffi\JSS SmEllS SiAU HA'.t A lIAx.'lJ\:!,j SHCNC !$ 24. O.c.
<br />
<br />~ 1I00000E HC\lES 'lOT W/f'CP\jINC TO THE ST...~CAROS .tW'.t ~iIl.L HA',( A SElf SUPPCRTTNC rAl.( AC-:ActNT TO r~ \lC€l\.E HC\IE I~ L(iJ !$
<br />CONNECTiNG TO THE 1/000t
<br />
<br />/
<br />
<br />ANCHOR '/It TH HE.AOE.R CHA. ~NEt
<br />
<br />
<br />1z!
<br />~
<br />u
<br />=>
<br />~
<br />'"
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<br /><.>
<br />z
<br /><=
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<br />x
<br />w
<br />
<br />.tl___"
<br />
<br />Cem:R PURl.JN
<br />BEA,IJ S(L(CT 't'
<br />FRCIJ TAStE 2
<br />
<br />~
<br />
<br />,l.l1ERNA -:t:
<br />'/IIX:O F~Al.'E Sli(O 'NITH 2"x.'
<br />PRESSURE rREA TED PiNE
<br />PlA TE A."CHOR TO CONCRE TE
<br />'I1l TH 1/.' CONCRETE
<br />F ASTE,~ERS 4'-0. O.C.
<br />
<br />'1tO\fJ FRAME Sli(o '/II'7H tx4.
<br />PRESSURE TREA!tD PINE ptA TE
<br />ANCHOR TO CONCRtTE 'Mfrl
<br />1/.. CONCRETE FASTENERS
<br />Il 4'-0. O.C.
<br />
<br />w
<br />ex:
<br />~ MID SPAN 301./
<br />~ SELECT l FR0!.l
<br />'" TABLE 2
<br />l-
<br />V>
<br />o
<br />:J:
<br /><.>
<br />z
<br /><=
<br />~ SELECT BElli
<br />w FROII TABLE 2
<br />
<br />!.liD SPAN 8EA1,/
<br />S(LECT L FROM
<br />TABLE 2
<br />
<br />'"
<br />w
<br />~
<br />
<br />
<br />
<br />FRC~T WALL BEA!-.l SmCT
<br />L FRCIJ TABLE 2
<br />
<br />FRONT 'IIALL 8[AI.I S(LECT
<br />l FROY TABLE 2
<br />
<br />Sl1ADING TYl'E I
<br />SEE TABlE.
<br />
<br />Sl1ADING T'l'?E I DENOTES
<br />EX TERIOR POS T ROC[ AREA
<br />S(E: T,l.BlE .
<br />
<br />Sl1ADING Ti'?( II
<br />SEE TABLE .
<br />CAKR:ER 8(Al.l
<br />l
<br />,
<br />
<br />;'/1 . o~i
<br />
<br />1 '/I
<br />'(1/2 ~
<br />
<br />~I
<br />~
<br />
<br />l
<br />,
<br />
<br />+ '/I
<br />J '11/2 ~ W
<br />DOUBLE CARPORT 'MTHOUT CENTER POST
<br />
<br />'/I
<br />
<br />DOUBLE CARPORT :M TH CENTER POST
<br />
<br />
<br />RECEI';1N~ CHA....Na "
<br />
<br />/ 2" l ___ MiD SPAN
<br />. BEMA s(E SlMPLE SF A.~
<br />TABLE 2
<br />
<br />l" ~ J. ~ DOO. POST
<br />
<br />1z!
<br />~ ROOf P ANUS
<br />~ s(E TABLE 1
<br />'"
<br />~ SP,l.CE MAX.
<br />::c
<br />
<br />w
<br />ex:
<br />~ TABLE 1
<br />=> ROOf pA.~rLS
<br />~ CARRIER SEAf.I ./
<br />
<br />8 j'xj' POST /'
<br />:J:
<br />
<br />y
<br />l=f
<br />
<br />SPACE !.tAX.
<br />TABL~ ~
<br />
<br />2500 PSI CONCRETE W /
<br />6'0 '/lUom 'MRE !.IESl1
<br />O~R VAPOR BARRIE~
<br />
<br />2500 PSI CCNCRHE 'III ni
<br />5; 0 '/.fLDm 'NlRE !.IE SH
<br />O\t:R v APOR BARR1E~
<br />
<br />SP AC( !.I AX. -""
<br />
<br />_If
<br />
<br />J 1/2. CONCRETE SlAB
<br />
<br />3 1/2. CONCRE TE SlAB
<br />
<br />j
<br />
<br />J
<br />
<br />VARlES
<br />
<br />VARIES
<br />
<br />SEC~ON THROUGH CARPORT
<br /> SEE CONNECTION D(T AIL
<br /> 12.l PA.~ (SEE CHARTS) uS( .'If TO
<br /> / SHECT PA~ FOR REWIRED SP"~
<br /> SliE!) IS FRAMED 'Ii ALL
<br /> ATTACHED TO HOST
<br /> S TRUC ruRf: w
<br />~ ~
<br />fOR FRONT BEAi.( t~t.o.a44" AlL'Y. OR :J: .
<br />....
<br />:J: uS( 'L'='II/HO.H. ~ N
<br />~ tl4' @ H" D.C. tlJl.l8ER [3 ~
<br /> '"
<br />[3 STRUCruRAL GRADE :li a
<br />:li 1H[RI.l.~L Pl 'f 'I1l '7H SIDING <.> i2
<br />u z '"
<br /> <=
<br />z 'It L-BQTS rOR 2.x.. '" .
<br /><= .'11,. VAR:ES B ....
<br />'" , ..
<br />x 5,6-10/10 '/tIN PT PlATE OR CONCRETE N
<br />w / "NO~ORS .'-0. oe.
<br /> "
<br /> --------- -------
<br />
<br />SECTION T11ROUGH CARPORT
<br />
<br />
<br />UMT STRAPPiNC D(TAlL
<br />
<br />2"x4. lIJI.'B(R TIY PI). TE
<br />'/11TH ROC( A80\r
<br />
<br />00 NOT BlOCK
<br />fiR( EXIT I'llNDClY
<br />./ O~RHANG VARI€S
<br />a'lll' unuT'f /
<br />SHED r l .. I 2. ~ FRONT WALL BEA!-.I
<br />w 2'-0. O.c. SELECT L FROM TABLE 2
<br />~ DOOR
<br />u
<br />~
<br />'"
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<br />'"
<br />o
<br />:I:
<br /><.>
<br />~
<br />'"
<br />~
<br />w
<br />
<br />
<br />"OTE:
<br />I. A.'lCHffi PA.'lS TO HEAD(R CHANNEl W/
<br />3 110 ~ 1/2. '/1/ 'liASliER.
<br />2. ""CHOR P"'lS TO ROOf BEAMS '(1/
<br />J 110 ~ , /2" '(1/ 'liASliER.
<br />3. ANCHOR PLATE TO CONCRETE flOOR '11/
<br />3/S. ~ 3 1/2" D'rNA BQTS 0 YJ. O.c.
<br />4. sruos TO BE 0 10. O,C. r ED~S
<br />&. ON fiELD I 1/.. GAL ROOfiNG NAilS
<br />
<br />UPlIfT STRAPPING D(TAIL
<br />
<br />
<br />USE 'L' ,. w /2 . O.H.
<br />
<br />~If
<br />VARIES
<br />
<br />_t-o
<br />
<br />~.xj" rtUTEO POST !.lAX.
<br />HGT.a1l' fOR 120 W'H
<br />'MNO \UOClTY
<br />
<br />L V ARIES
<br />(SEE TABLE)
<br />
<br />2\.. Pi? PI.A TE
<br />'11/ 3/a.x. 1/2.
<br />CONe. ANCHCRS
<br />
<br />UTILITY SHED AND CARPORT WALL SEC~ON
<br />
<br />J l/t !.IiN. CONCRETE (SEE DETAIlS)
<br />S[C~ON THROUGH UTILITY ROOM
<br />
<br />SINGLE CARPORT
<br />
<br />
<br />l.Ii~. 2500 PSI CONe. 'IHrl 5 ~5 'iUDED 'MR(
<br />
<br />
<br />NOTE; FISER :'ESH WlCRE TE OC{S
<br />NOT REOOIR( 'NlR( f.AESH
<br />FLU StOPE / NO fO()T1.~G
<br />o - t/l2'
<br />
<br />94-uOOo4
<br />
<br />!.IooERA TE St et'( FOOTING
<br />2./12. - l' - 10'
<br />
<br />STE[? Stet'( Foor.NG
<br />>,' - 10'
<br />!JEETS THE REOOIAa<e'
<br />OF cr'APTER 120S sac 19:11'
<br />
<br />EO-
<br />
<br />SLAB DET AJlS ADDRESSING EROSION
<br />
<br />.._-~.- --~,. .....~--
<br />
<br />CA T[ R( 'IISlONS eM
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