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<br />NOTE: CONTRACTOR SHALL PROY1DE ~~RlflCAnON friAT THE HOST STRUCTURE IS STRUCTURALLY
<br />COfJPARABLE TO THE STRUCTURE SHC\'1N, (MOBILE HOIJE OR CON~nHIONAl CONSTRUCTION)
<br />
<br />PA.'f OR COMPOS! rE PANElS. US( CQRRO$lI)/
<br />RESlSn'vt SCRE'NS, P A."S A."CHQRE!> '/IIlH ,; 0
<br />t I/t I) 3/ PA.'f I~TO REC(I'<1NG CHA."!;El A.~D
<br />I I'I) t 1ft Il RIOC(CAP CONNECTIon TO
<br />REC(MNG CH~.NEl. COMPOS! TE P A.'jns USE
<br />'/." t (IH/2") (AGSCR('NS '/11TH 1/." '~.srERS
<br />THROVCH REWVING CHANNEL FRO\l TOP,
<br />CAUlK I<LL CONNEcnONs.
<br />
<br />HOSI
<br />S TR<JC n.:R(
<br />OR F AO:A
<br />
<br />
<br />-----
<br />
<br />EXTRUOEO DR BREAK\lET Al
<br />HEADER 0032" ,"I:N,
<br />
<br />F AST[NER DE71:R:\ii~D
<br />8ASl:D W CCNSTRVcno'j
<br />Of HOST SffiVCTUPE
<br />CONNECTION
<br />
<br />TO HOST STRUCTURE
<br />
<br />1'0, ("t'+, 1/2') '11I;'H
<br />, 1/4'IrASHER I} 4' 0 C \I,N
<br />
<br />SrlA)lNG T1?E II DUiOTES
<br />;,'I1[RIOR POST IJAX ROOf AREA I
<br />SiI TABLE 4
<br />
<br />
<br />3 #10,' '/2" SlJS PER PA'I P";EL
<br />MTd 3/4' w.\SHER OR
<br />3 110,1 1/2" WASl-<ER HEAOED SCRfN'S
<br />
<br />UPUFT STRAPPING EACH STlJD
<br />00425'" 1/4' I,I081lE HCME STRAPPI~iG
<br />NAILED 'M rH 13d CO,II,ION 3 PER SICE
<br />CR j3d GUN NAILS 3 PER SIDE
<br />STRAP Sl-IALL BE 6' EACH SIDE AND
<br />CONTiNUOUS O~R T'.iE S PJD
<br />
<br />3' REW,1NG CHA.',~iEL
<br />A,'iCHCRS 'M TH 3 EACd
<br />,3 S,IJS PER FCC I
<br />"
<br />
<br />NOT(:
<br />
<br />01"< A BCU
<br />
<br />'/MER( 1/2" COX PtywOOO IS usm FRA).Ii~G SHALL BE ~ 24' OC ~I~
<br />w/ NAIl. PA HERN, PI. 1"1fOOO 10 SfJOS l&j COI.I\,lON s" 0 C, ~ tOCE
<br />~iD 12" O,C, fiELD. ~'HERE 3/16' STR'JCfuRAL rHERIJAl PLY SiO<~G
<br />IS USED FRAM,'iG %\l.L BE IS' O,C, '11/ I '/2" Rocri~G NAilS 9
<br />3' ON EOCE A,',D 12' OC, FIELD
<br />
<br />UPLIFT STRAPP,NG DET AII_
<br />
<br />TO? Cf CP.\)E
<br />
<br />2', ___ EXTRUSiON
<br />l. ~ER TA8lE 2
<br />
<br />3 - ,. n SJJS q
<br />IN SCRf~ StOTS - 2"x __ EXTR'JS<W
<br />lJiN. 3 I/Z' CONC . PER SPA.N T,IBLE
<br />S!.A8I1/ 5,6 '0/10 \ ,',2" EXffiUSIe+;
<br />'~'/N OR FBER \I(Sl-I / ANGrieR 1",2",0044'
<br />~. . . PtA i[ TO CCNCllE"E
<br />r:.'.:.. . . . 'Mi'rl 1/4"21/2"
<br />F AS71:~,ERS 6" EAC:H
<br />POST TO BASE AND SlOE Of POST 24'
<br />POST TO BEAM CETA'l OC \,lAX,
<br />
<br />/
<br />
<br />3",3" flUTED POS T
<br />',\\lAPPEO '11/ FEL i PAPER
<br />
<br />3/8",3 '/2' BctT
<br />
<br />SO l6 25CO PSI
<br />CCflCRETE PREI,I x
<br />
<br />
<br />'I
<br />
<br />24'
<br />
<br />L- ,-
<br />
<br />3 1/2" ......,
<br />1" .. " '. .. .. .. J
<br />
<br />Il 16' l
<br />
<br />, .,
<br />
<br />rd" BASE
<br />
<br />ALUMiNUM CONVL'jTI0NA~ CONS'RUCT'ON
<br />PORCH POST CONNEcnON
<br />
<br />J- ~ / POJREQ CONCRETE
<br />
<br />o L1:[/
<br />1 ~ REF[R TO iAStE 5
<br />
<br />ISOLA TED FOOTING
<br />
<br />!KITt iH( HOST SffilXn;RE \lV'5T S( CAn6tE Cf 9.:pf>vH~C 1'H( A!.';II:N\:II STR\JCTURl: TO BE ATTAO;(D TO 1'HE HOST STR'Jcn,'Rl:. C<;NERALL Y TH
<br />COMllno; Cf 1'H( EXlSTING STR1JC!1.:pt I\lU IND'CATE 'H( ST1<ucn;R(S CAP'BIL,TY 11'( f:UCM,'I(; CCNOlnwS/,OST STR\JCTI;RES ,IF( CAPABl(
<br />Cf 9.:pf>an~c 1'H( A!.~\liNUI.I S TRUC T1JRl: 10 BE AT1ACHtD;
<br />
<br />I, \lAS/'....,RY WALLs' f, 4' FR,Ij/( CONSi?'xnc,< 'WALLS, ppt EN')N([<m '1oOJO TPUSSES 'wi ~ f. S' 9.:8 fAOA A."O ~ TJlIJ5) O'.<::PHA~(; Of UP
<br />TO 4', )"NO/~ ATTAQY\I(Nl Cf r"E N.-';II;,~I.;\I STR'JCT1JRl: 1'HRC\:GH rME I' f.\':::A TO 'ME TR'JSS 81.mswl A IIA(\I1;1I Cf 4' TRUSS C',tqHA.~G
<br />
<br />2. \lOOl( HC\I($ ~)..~vfACT1;R!:O ..FtR 198~ )..~O BUll TO 1'HE 1984 ~vo STA.~C)..'IV$IIH(R!: 1l<E ,)..~O-<~$ AR( I~ro TH TRUSS BVTT$,
<br />
<br />l CWomCN$ NOT CC'otR!:O ASC..t ~"Ll B( R(,1(I'o!:O BY "E E~C:NHR TO C(TE:::lJ,,'I( T1<E HOST STR\JCT1JRl: >\D(Ql;ACY
<br />
<br />4. All TR\!SS S'l'5T(l/S ~ALl HA'.t ~ \lm.NII sPACN(; Cf 24' 0 C.
<br />
<br />5, \lOOlE HC\lES NOT COI<fOPY:NC TO 1'H( STA.~OARCS ASC''{ Slim HA.{ A SHr SlJPPC!<l'N(; rA.~E AOJA~Nl TO 1'HE lloolE ~E :~ l,t') r:f
<br />CONN(CT~ TO 1'HE \lOOllE,
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<br />Sl:lECT 1 FRC\l
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<br />CE~'tR Pi,;RUN
<br />BEAU Sl::.ECT 'l'
<br />FRC<.A T ABeE 2
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<br />'/I<'X.'D FRA~E Sl-<EO '111 1'~ 2",4'
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<br />PtA TE A.NCHCR TJ CGNCRET(
<br />~T'H 1/4' CCiNCR[:E
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<br />PRESS:.JRE iREA TED P~E PLACE
<br />A'iC'10R TO CCNCR'i:T( 'MT'rl
<br />1/4' COSCRETE FASTE~ERS
<br />;} 4'-0' OC
<br />
<br />
<br />Sl-IAOING WE I
<br />SEE TAStE 4
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<br />w
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<br />~ IJ',) sP AN BEAU
<br />~ Sl:LECi L FROM
<br />V'> TABLE 2
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<br />SHAD'~G T1<'( 1 DENOTES
<br />EXlTPIOR POST RXf AR(A
<br />SEE TABLE 4
<br />
<br />$!1AD''IG TI?( !I
<br />Sl:E TABLE 4
<br />CA R,ER BEA\I
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<br />{ '1I/2~ 'Ii
<br />DOUBLE CARPORT ~THOUT CENTER POST
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<br />
<br />DOUBLE CARPORTi~TH CENTER POST
<br />
<br />'II
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<br />~ TABL( 1
<br />~ ROOF PANELS
<br />V'> CARRiER BEAM ./ I
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<br />g 3'd' POST ,/
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<br />r , _____ IJIO SPA,'l
<br />/ SUI,( Sl:E Sil,lPlE SPA.~
<br />: ABLE 2
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<br />REC[:<~~G C:HAw:El
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<br />2' , UID SP ~,'I
<br />/ BUM -s[ESilJPlE SPAN
<br />TABLE 2
<br />
<br />SPACl: I,(~X, ..-"
<br />
<br />2500 PSI CONCRE T( W/
<br />5.6 '~nOEO '~RE I.lESH
<br />O,ER YAPOR BA.PRIER
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<br />~ 5[[ fABLE I
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<br />3" x r x 006' POST
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<br />11
<br />
<br />3 1/2" CONCRE i[ SLAB
<br />
<br />SPAC( \lAX,
<br />iABLE4- ~
<br />
<br />2500 PSI CONCRET( 'M111
<br />6,5 'I.(LOED 'II1RE IJESH
<br />O..ER VAPOR BARR'ER
<br />
<br />:g SPAC( IJAX,
<br />:I:
<br />
<br />3 1/2" CDNCRET( SLAB
<br />
<br />j
<br />
<br />SECTION THROUGH CARPORT
<br />
<br />SECTION THROUGH C/..RPORT
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<br />~ FOR F'ICNi BEAIJ
<br />:I: USE 'L'=/I/2+0H,
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<br />x( CWN(C nON DO All
<br />12", PA," (SE~ CHARTS) lISE "If TO
<br />/ SELECT PA~ f-OR REOOiRW SPA,N
<br />SHED is FRAL,lEO 'HALL
<br />AT[ ACHED TO HOST
<br />STRIJCTlJR(
<br />
<br />'': PUFT S;K .\P?,~C DEl A.: L
<br />
<br />2"x." lWBER TOP ?LA Tt
<br />'M TH ROY A80"~
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<br />DO NOT 8l00<
<br />F,RE EXI T M~DCH
<br />/" O'otRHA.'iC VARIES
<br />S',I2' unLlTY ",
<br />SHED t x 4' ~ t , FRON I WALL BEA.'J
<br />w 2'-0" 0 c, I' SHECT L FRC" TA8lE 2
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<br />NOTt::
<br />1. ANCHOR ? A.'.s TO HO.OER CHAN~El '/1/
<br />J #10 . 1/2' '11/ 'liASHE~
<br />2. A.'K:HOR PA.'iS TO ROOf B(AMS w/
<br />3 110 . 1/2" '11/ 'fil<SHER.
<br />3, ~NCHCR ?\.All: TQ CONCRETt fl.OC~II/
<br />3/8" t 3 I/t WIA SetTS ~ }O" OC
<br />4. SIVOS TO BE @ 1~" Q,C. 3" (OctS
<br />6" QNflELD 1 ,/.", CAL ROOFiNG NAiLS
<br />
<br />2",2",Q 044' ALUI.I, OR
<br />2\4' @ 24' OC, LIJ\l8[R
<br />
<br />Ux 'L' = /1/2 + 0,,",
<br />
<br />"Ii
<br />VA.'<:[S
<br />
<br />STR'JC71':RAl GRADE
<br />iH[RI,IAl Pl YM:li SIDiNG
<br />
<br />1/2' L-BOlTS FOR 2',4'
<br />/ PT pur[ OR ewc, R(T(
<br />ANC:HORS 4"-0' 0 C,
<br />
<br />....
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<br />
<br />5 L V~RI[S lrJrt 3"d" flUTED POST !.lAX.
<br />(5[E TABLE)! HGT,=12' FOR m IJPH
<br />M~O 'vEL OCI 1'(
<br />I
<br />
<br />l"x." ?T? PlATE /
<br />'It/ J/8"x4 1/2"
<br />CONGo A~CHCRS
<br />
<br />IJ ptn S TRA?? INi) 0(1 All
<br />
<br />3 1/2' l,Ii,N, CONCRETE (Sl:E DETAILS)
<br />SECTION THROUGH U TIUTY ROW
<br />
<br />UTILITY SHED AND CARPORT WALL SECTION
<br />
<br />SINGLE CARPORT
<br />
<br />
<br />"iN. 2500 PSI cO/',c. 'Itl TH 6 t 6 '~fiDtoMRE
<br />OR flSER !.ItSH T'i?ICAL All stABS,
<br />
<br />J 1 15 BAR CCNT
<br />8' ,
<br />~
<br />
<br />1-- l' 14 BAR CONT.
<br />~'2" '/'~---
<br />4- " ;'L ~1E
<br />
<br />==-+'8' = =
<br />
<br />STEEP StCPE FOOTI"C
<br />) l' - 10'
<br />C ~!EETS mE REOOIFlEMEN 'S
<br />F<A-'A?:ER 1205S8C 19'Jl l:C\..
<br />
<br />94-\JOOv4
<br />
<br />
<br />~OT[ fBER IJESH CWCR(l[ DCtS
<br />NOT REOUIREII1R( IJESl-I
<br />fLAT StOP( / NO Foon~iG
<br />o - 2"/12'
<br />
<br />\lCOERA T[ S!.Cf'l FDOTi,'iG
<br />t/12' - l' - 10'
<br />
<br />SLAB DW~lS ADDRESSiNG EROSiON
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