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<br />DE:NOTES INTERfOO
<br />POST UAX. ROCf' ARtA
<br />$[E T.t&.( .
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<br />W10 S?~ ~
<br />surCT L f'R<w
<br />T.A.8t( 2
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<br />wooo ~ SHED w/
<br />2'ox.. PRt:SSVR!: TREATEO
<br />PINt PlATE ANC2-iOO TO
<br />CooCRfTt W/l/..
<br />AAlUINCRfTE F'ASTtN(RS
<br />o .'-0. O,C.
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<br />fRCNT WAll 8VJ,/ snLC T
<br />l. fRCU TABlE 2
<br />
<br />SHADiNG T'tf'E t CENOTES
<br />(X1tRl~ PQST ~ AA!.A
<br />m TABlE 4
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<br />f--- w .L w -J.[
<br />1- W/2 -L- w -J. W/2+C>>i
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<br />l.41N. 3'"){J.xO.~" iriRU
<br />Bet rro TO HEADER POS T
<br />AN~O TO CONCRETE
<br />Sf( O€ TAIL '\1'?1C,dol.
<br />REQUIR(t) ~ST
<br />DOUBLE CARPORT W1TI1 CENTER POST
<br />
<br />J. REC(MNG OiANNEL
<br />ANQ-i~ VI/ 3 UQ-i
<br />,a $1.lS ptR FOOT "-
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<br />2"x_ UJO SPAN 8(AM
<br />SiMPLE SPAN
<br />TABU: 2
<br />
<br />TABU: 1
<br />
<br />ROCf' PANELS
<br />CARRIER 8(AM
<br />3.xJ. POST-
<br />
<br />SP Act M"'::-\
<br />
<br />2500 ~ CONCRtTE 'II/
<br />5~ Y>€LDE:D W,RE ~SH
<br />0V-e,R v~OO BARRIER
<br />
<br />~ 3 '/2" CONCRE:TE Sl..A8
<br />!
<br />
<br />CARPORT
<br />
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<br />VARlES
<br />
<br />SECTION TI1ROUGH
<br />
<br />ANC2-iOR 'MTH H~t~ OiANNEl
<br />
<br />'rx_" C(NTER
<br />PURtiN 8OJ.I snrCT
<br />'1.: F'ROY T ASU: 2
<br />
<br />At. TERNA TE;
<br />WOOO f'R,A,ME SHED W /
<br />2.x.. PRESSUHE TREATED
<br />PINE PlATE ANC2-iOR TO
<br />CONe. '11/1/." CONC.
<br />F'ASTtNERS 4'-0" O,C.
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<br />'L su TABU 4
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<br />
<br />DOUBLE CARPORT WITHOUT CENTER POST
<br />
<br />REctIV.NC Q-iANNEL "-
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<br />2"x____ 1.l10 SPAN E'fAI.l
<br />SiE $IolPlE SPAN
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<br />/ 2500 PSI COOCRE TE .'it I
<br />6~ Y>€LOE:O WIRE l.IESH
<br />O~R VAPOR BARRIER
<br />
<br />ROOf' PANELS
<br />SEE TA8LE 1
<br />
<br />SPACE IolAY_
<br />
<br />-----
<br />TABLE .
<br />
<br />$?ACE "lAX.
<br />
<br />~4
<br />
<br />3 1/2" CONCRETE SlAB
<br />
<br />VARIES
<br />
<br />SECTION THROUGH CA.RPORT
<br />
<br />00 NOT 8l00<
<br />f'lRE DlT 'MNOOW
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<br />O\f{RHANO VARIES
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<br />UT1lJlY SHED
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<br />ust '\,. . W /2 + OJ-t.
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<br />3.x3- flUTED POST !.lAX. HeT.
<br />12'-0'" F'M 120 ~H \o(loolY
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<br />$INGLE CARPORT
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<br />2" lC _ ~ON PER TABU
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<br />ANQ-iM ,. x 2" xO.I)4.4. ?LA T!
<br />TO CONCRf:T! WITH 1/4. lC 2 1/2.
<br />COOa<ETE ANCHORS WliHlN S" ~
<br />E.AQ-i SlOE: ~ U,Q-i POST 0 24-
<br />o,c. \.lAX. ~ TrlROOCH ANGU: 0
<br />2.. O.c. \,lAX.'
<br />
<br />\oliN. 3 1/2~ StAB 2500 ~ CONe.
<br />Sx~-IOxl0 W.W.M. ~ fl8€R I.lESH
<br />
<br />J '10 x I" $1.lS INTO SCl'EW SlOTS
<br />1. lC 2" EXT'RUSlON
<br />/ 1 1/8" l.iIN. IN CONCRET!
<br />
<br />POST TO BASE AND POST TO BEAM DETAIL
<br />
<br />PU TE TO sc: SAJ,IE WAlL
<br />T'rHO<NESS AS S(AM
<br />PU T! CA.'" Sf: 1N'Sl~ OR
<br />00 TSl~ 8EAJ,l OR lAP C1.J T
<br />Sf:AM SPlJct SHAlL Sf; \olIN.
<br />Of d-1/2~ HE:ICHT ANO
<br />2(d-l/Z') IN LENGTH
<br />MiN. SCRtwS ptR SPUct
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<br />2. lC .." . I 2
<br />2. lC ~" . / 2
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<br />2. lC 8" 8 I "
<br />2" lC 9" 10 / ~
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<br />SPUct TO Sf: LOCATfO 1/" TO 1/3
<br />Sf:AM SPAN AND STACC(REl) U,C1
<br />SlOE Of SH; Io(A TING BO.J.I
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<br />1. !.lAX.
<br />DE:NOTES SCl'EW PATTERN
<br />NOT NU!.l6ER ~ sa;:rW$
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<br />3/8'"xJ 1/2' BOLT
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<br />A!:iJIAINUM CONY'ENTIONAl CONSTRUCTIO~
<br />PORCH POST CONNEcnON
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<br />ISOLA TED FOOTING
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<br />POST IN CONCRETE
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<br />12" LCNG
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<br />2" It 2. lC 0.0.4"" A1..UIollNl.l~ ~
<br />2. lC .. 0 2." o.c. LU\lBER
<br />STR1JCMAl GRADE: THERioIAl pt, y
<br />'till Tti SlOlNO
<br />Sl-iED IS FRAMED WAll ... TTAOiEO TO
<br />HOST STRUCTURe:
<br />1/2. l-OOLTS FOR 2. x ... P.T. PUTE
<br />OR ~CRETE ANO+ORS 0 4'-0" O.c.
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<br />NOTE; NO fOOTiNG RE~IRW ExctPT 'M'IEN ADORESSl'lG EROSlON
<br />2' -0' IolIN ~
<br />I ./ POOREO CONCRETE SUC""" SLoPE ....IN, 2500 ..$I CONC. w/
<br />., "<' 6x6-10x10 'It,W. l.IESl-i OR
<br />I REfER TO TABU: 5 r I F'J8(R t.lESH T'r?IOl
<br />31/2" ~_ .3" t~~" ~~_ CONT. ~ON
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<br />o - 2"/12" 2"/12" - "--10' > "-I'Y
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<br />SLA2 DETAilS ADDRESSING EROSION JOB NAME
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<br />"Wlo VARI{S
<br />F~ F'RONT l3EAJ,l U~ 'l'-W/2.0,H.
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<br />$[E CONCRHE C€TAJlS
<br />NOT!S: UnuTY SHED AND CARPORT WALL SECTION
<br />1. #ICHOR PANS TO ~ADE:R C2-iANN(l 'MTH (J) "0 JC 1/2. S.1,"S 'fI1 WASHER.
<br />2. AN~ PANS TO ROO" Sf;AJ.lS 'MTH (3) 110 x 1/2" SJA.S. W/ WASHER.
<br />3. AN~ COlUMN TO CONCRETE fl.OOR 'MTH 2-1/4. lC J" ~T! ANQ-iCR$.
<br />". AN~ COlWN TO 8AS€ PlATE 'MTH 1-1/." 5.S. OOLT
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<br />5(E C~N(cnON DETAJI..
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<br />2" x ." lUI.I8(R TCP PlATE ....TH ROOf
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<br />CONCRETE AN~~
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<br />SEe: COOa<ETE OETAJlS
<br />'f;, SECTION THROIJCH UTIUTY ROOM
<br />\i,~.;f
<br />{fASTENED DE:TER1.lINED
<br />SASW 00 CONSTRUCTlC<<
<br />CF HOST STRUCTURE
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<br />
<br />.;
<br />P AN ~ cc..cPO~ it P "'~(lS~ :!
<br />USE ~SlON RE:SlSTM:~. PAN~'
<br />AN01OREO w/ I10X1/2" 0 3fPAN INTO .
<br />RtCBYlNC CHANNEl AND 1 110,,'/2. 0
<br />R1lX-C: CAP CONNECTION TO REOOYlNC
<br />Q-iANNEL CCioIPOSl TE PANELS USe:
<br />1/."x t+l/2. 'M'O-i 1/.. WASH(RS SCl'(w
<br />TriRooGH REC(JYlNG Q-i#lN(l F'ROY TCP
<br />CAUu<. ALL CQNNECTIONS.
<br />
<br />ExTRUOE:D 00 6ROJ(METAL HEJ.DE:R
<br />0032. MIN.
<br />
<br />CONNECTION RE~RED
<br />(sa DE:TAJl)
<br />
<br />CONNECTION TO HOST STRUCTURE
<br />HOST STRUCTURE OR FACIA &I $Va-fACIA C~EcnON REoolRD.IE~TS FOR VARlOOS
<br />LO,l!) CON~i1ONS LOAD CONOlTIONS
<br />GlASS ~S 'ftINQ \o1:l00TY LOADS D€AD + U~ LOADS
<br />HOST STRUCTURE 100 IoCPH 110 t.lFH 120 \olPH 211/SF nl;S; ~71/SF
<br />1. CooCRtTE 1/..xl-1/S" COOa:<ETE Sa:<EWS 0 12. 0,C.------>2 0 l' Q,C.
<br />2. WOOO f'RAME 1/4"><2" LAG SOEWS 06" Q,C.------------>2 0 I" O.C.
<br />SCR(E..... YlN'11.. ANO w.?~TS
<br />HOST STRUCTURE '00 l,(PH 110 MPH 120 l,jPH 22#/SF nl/SF 571/$1
<br />1. COOCRETE 1/..xl-I/S. CONa:<ETE: SCREWS 0 12- 0.C.------>2 0 ,. Q.C.
<br />2. WOQO F'RAME 1/".1<2. lAO SCl'EWS 0 12" 0,C.----------->2 01" o.C.
<br />NOTES: WOQO )TRUCMES SHOUtO Co.'l.~(CT TO TRlJSS SUTTS QRTl-l( sua F'AClA
<br />FRAMING WHERE P0S'Si8lE OOl y 1~" (%' SCREWS CAN Sf; OUTSlDE iri(
<br />TRUSS BUTTS/SUB F'AClA AND THO$( AREAS SHALL HA~ OQlJBLE .A.NC~~S
<br />ALL SCREWS INTO friE HOST S'TRUCNRE SHAll HAvt I.lIN 1-1/4" WASJ-IERS
<br />OR SHAll BE WAS~ER HEADED SCREWS,
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<br />ADDRESS
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