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<br />ANOiOR 'WI TH HEADER CHANNEl.
<br />
<br />~
<br />
<br />(.)
<br />~
<br />ell
<br />... WID Sf' ~ BEAll
<br />~ SUtCT L FRCW
<br />% T...au: 2
<br /><.)
<br />!
<br />ell
<br />X
<br />W
<br />
<br />SHADING TYPE n
<br />DENOTES INTtRlOR
<br />POST ~AX. ROOF' AREA
<br />SEE TABLE"
<br />
<br />
<br />~w } W~[
<br />.L W/2..!.-- W -J. W/2+CJi
<br />
<br />WOOO fRAWE SHED wi
<br />2.".' PRESSURE TREATEO
<br />PINE PI.A TE ANCHOR TO
<br />CONCRETE W/l/4'
<br />gz)NCRETE F'ASTENERS
<br />o ,,'-(f O,C.
<br />
<br />rROOT WALL ElUJ,l snECT
<br />L fROt.I TABLE 2
<br />
<br />$HADING TYPE t DENOTES
<br />EXTERIOR POST ~,AAE.A
<br />SEE TABLE"
<br />
<br />1oIlN. 3" x3" xO. 0&" THRU
<br />BOL TED TO HEADER POST
<br />ANCHORED TO COOCRETE
<br />SEE DE TAIL 11'PlCAl.
<br />RE(}JREO POST
<br />DOUBLE CARPORT 'MTH CENTER POST
<br />
<br />3" RE<:tMNG CHANN(L
<br />AN~ W/3 EACH
<br />18 SIllS PER F'ooT "
<br />
<br />-----
<br />
<br />2'x- W'O SPAN B(AJ.t
<br />SlWPl.E SPAN
<br />TABLE 2
<br />
<br />~
<br />~
<br />~
<br />l
<br />.
<br />
<br />TABLE 1
<br />
<br />SPAC[ 1.t_AX. \
<br />ROOf PANtLS
<br />CARRIER BEAJ.t
<br />3" x3" POS T ...-
<br />
<br />VAR1€S.
<br />
<br />SECTION THROUGH CARPORT
<br />
<br />'rx_" CENTER
<br />PURUN &AU SELEeT
<br />i.' FROW TABLE 2
<br />
<br />
<br />ANCHOR WTH HEADER' CHNHJ. '
<br />
<br />II!
<br />~
<br />~
<br />2 we> Sf'N4 BEAll
<br />~ sutCT L fROW
<br />ell TABlE 2
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<br />1=
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<br />X
<br />W
<br />
<br />DOOR
<br />
<br />
<br />2500 PSI CONCRE TE wi
<br />6~ v.ElDED WiRE Io(ESH
<br />OVER YAPOR BARRIER
<br />
<br />~ 3 1/2" CONCRETE Sl.A8
<br />l
<br />.
<br />
<br />AI.. TERNA TE:
<br />WOOO f'AAYE SHED w/
<br />Z"ri' PRESSURE TREATED
<br />PINE PI.A TE ANCHOR TO
<br />CONe. W/ 1/"" CONe.
<br />F'ASTENERS ,,'-(f O'e.
<br />
<br />fRONT WALL BEAJ.t
<br />SElECT L fROW TABLE 2
<br />
<br />SHADING TYPE 1
<br />'L SEE TABLE "
<br />W L, W--*
<br />l W/2 ..!.-- : ---J W/2 + O,H,
<br />DOUBLE CARPORT 'MTHOUT CENTER POST
<br />
<br />RECEIVING CHANNEl "
<br />
<br />~
<br />
<br />,,' ~'4.:~
<br />
<br />~ ROOf P ANEl.S SP AC[ WAX..
<br />2 SEE TA8LE 1
<br />~ TAiifi-
<br />ell SP Ac[ WAX.
<br />...
<br />:g'
<br />% l
<br />.
<br />
<br />SECTION
<br />
<br />l~
<br />YARlE~ .
<br />THROUGH CARPORT
<br />
<br />3 ,,0 " 1" SWS INTO SCREW SlOTS
<br />1" x 2' EXTRUSION
<br />/1 1/8' IMN.. IN CONCRETE
<br />
<br />DO NOT BlOO<
<br />nRE EX! T WINDOW
<br />
<br />
<br />CMRHANG VARIES
<br />
<br />U TlU TY SHED
<br />
<br />~
<br />(.)
<br />::>
<br />I!:
<br />ell
<br />...
<br />ell
<br />o
<br />%
<br />
<br />~ "W' YARIES
<br />1=
<br />ell
<br />X
<br />W
<br />
<br />2" " _ rRONT WALL 8EAW
<br />sru:eT 'L' f'ROW TA9LE 2
<br />
<br />uS( 'l' . W /2 + o.H.
<br />
<br />3"x3" n.\JTED POST ~AX. HeT.
<br />12'-(f F'OR 120 I.FH VElOOTY
<br />
<br />SINGlE CARPORT
<br />
<br />2" x _ EX1"RI.I$ON ptR T...au:
<br />
<br />~ .~~.'
<br />
<br />
<br />ANCHOR 1" x 2" xO.O<<" PLATE
<br />TO CONCRETE WITH 1/.".x 2 1/2"
<br />CONCRETE ANCHORS WITHIN 6" or
<br />EACH SIDE or EACH POST 0 2""
<br />Q,e. WAX. OR THROuGH ANGlE 0
<br />2." O,c. 1otAX.
<br />
<br />WIN. 3 1 /2~ Sl.A8 2500 PSI CONe.
<br />6x6-1Ox10 W.WJ.i. OR F18ER l.4ESH
<br />
<br />POST TO BASE AND POST TO BEAM DETAIL
<br />
<br />PI.A TE TO B( SAWE WALL
<br />THIO<NESS AS B(AIof
<br />PI.A TE CAN BE 1N'Sl0E OR
<br />OIJ TSlOE 8UJ,I OR LAP CUT
<br />BEAJ.t SPUCE SHALL BE WIN.
<br />or <I-~'2" HOGHT ANt)
<br />2(d-l " IN LENGTH
<br />WIN. PER SPI..JCE,
<br />TOTAl.. / SID( or S?U<::E
<br />2" x 4- " I 2
<br />2" x 5- 4 / 2
<br />2"x6- "/2
<br />2' x'" 6/3
<br />2"x8" 8/"
<br />'2" x 9" 10 I 5.
<br />
<br />SEE CONNECTION OETAIL
<br />
<br />w
<br />~ 12' x PAN (S(( CHARTS) l1SE 'W' TO
<br />% SELECT PAN FOR REOIJlREO SPAN
<br />~
<br />~
<br />:z
<br />~ "W'" YARIES
<br />~ F'OR fRONT BE.AJ.t l1SE 'L'.W/2+0,H,
<br />x
<br />w
<br />
<br />'2" x 2" x 0.0<<" Al..UWlN\JW OR
<br />2" x ." 0 24" o.e. LlJI,IBER
<br />STRUCTURAl GRAD( TH(RI.lA!, PLY
<br />WI rrf SIDING
<br />SHED IS fRAW(1) WALL "TTACHEO TO
<br />HOST STRUCTURE
<br />1/2" L-OO-TS F'~ 2" x 4- P,T, PlATE
<br />OR CONCRETE ANCHORS 0 .'-0. o.c.
<br />
<br />SEE C()NCRETE DETAIlS
<br />UTILITY SHED AND CARPORT WALL SECTION
<br />
<br />NOTES:
<br />1, ANOiOR PANS TO HEADER CHANNEl. lllTH (3) ,,0 x 1/2" s....s, w/ WASHER.
<br />2. ANCHOR P,t,N'S TO ROQ" BEAWS Win! (J) #10 x lj:t's..N.S. W/ WASHER.
<br />5. AN~ COlUWN TO CO'ICRETE n.OOR lllTH 2-1/.' x J" o::lNCRETE ANCHORS.
<br />". AN~ COLlMN TO BASE PlATE WITH '-1/4" s.s. oo-r
<br />,'<J .
<br />
<br />SEE CONNEC.TICN OE TAIL
<br />
<br />2"' x ." l\M8ER TOP PI.A TE 'H TH ROOf'
<br />
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<br />~
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<br />o
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<br />III
<br />
<br />STRUCTURAl.. GRADE 'THERWAL PLY
<br />WlTHSlDlNG
<br />
<br />2- x2- x 0,044- AlUWINUW OR
<br />2" x 4" 0 24" O,C. LUMBER
<br />
<br />.
<br />"
<br />
<br />"
<br />
<br />2' x ,," P,T,P, PLATE WITH 3/8"),4 1/2-
<br />CONCRETE ANCHORS
<br />
<br />.
<br />N
<br />
<br />'."~'-
<br />
<br />,,-~~:..~.. ~.:, -..
<br />
<br />SEE CClNCRETE DETAIlS
<br />SECTION THROUGH UTILITY ROOM
<br />
<br />P-'N OR COUPOSlTE PANELS.
<br />/ USE ~ON RESlSlM: SCR(WS. PANS
<br />'., ANCHORED W/ f10X11'2" 0 J/pAN 1NTO
<br />RECEiVING CHANNa AND 1 "Ox1/2" 0
<br />RlOCE CJ.P CONNECllON TO RECEiVING
<br />CHANNO.. COIotPOSl TE PANELS l1SE
<br />1/4"x t+1/2" Vl1TH 1/4- WASHERS SCREW
<br />THROUGH RECEIVING CHANNEL fROW TOP
<br />CAULK ALL CONNECllONS.
<br />~ EXTRUOEO OR BREAKMETAl.. HEADER
<br />O.OJ2" l.tlN.
<br />CONNECTION TO HOST STRUCTURE
<br />HOST STRUCTURE OR F'AClA &t SUS-F'AClA CONNEcnON REOOIROlENTS F'OR VARIOUS
<br />LOAD CONOlTlONS LOAD CONDITIONS
<br />CLASS ROOl.fS WIIo() \UOClTY LOADS DEAD + UVE LOADS
<br />HOST STRUCTURE 100 IotPH' 110 IotPH 120 IotPH.. ZZllSF 321/SF ~71/SF
<br />1. CONCRETE 1/."x1-1/8- WAAETE SCREWS i 12" O,c.------>2 0 " o,c.
<br />2. 'IIQOO F'RAUE 1/."d LAC SCREWS 06" Q,e.------------>2 0 1- O.C.
<br />SCREEN, VINYL. AHO CARPORTS
<br />HOST STRUCTURE 100 W?H 110 "'PH 120 "'PH Z21/SF 321/SF 571/SF
<br />,. CONCRETE '!."x1-1/8" WAAETE SCREWS 0 12"' O,C.------>2 0 l' O.C.
<br />2. WOOD f1WoIE 1/,,-a- LAG SCREWS 0,12- o.e.----------->2 .,' O,C.
<br />NOTES: WOOD STRUCTURES SHOUlD CCNNEeT TO TRUSS BUTTS OR TliE SUB F'AClA
<br />FRAl.ANG WIiERE POSSIBLE ClNL Y , 1 ~ or SCREWS CAN BE OIJ TSI0E THE
<br />TRUSS BUTTS/SVB F'AClA ANO TAOSE AREAS SHALL HAVE DOUBLE ANCHORS
<br />ALL SCREWS ~TO THE HOST STRUC'l\)RE SHALL HAVE "'IN 1-1/.- WASHERS
<br />OR SHAll. BE WASHER HEADEO SCREWS.
<br />
<br />F' AS 'TENEO DE: TERUlNED
<br />BASED ON CONSTRUCTION ,
<br />~ HOST STRUCTURE
<br />
<br />HOST
<br />STRUCTlJRE
<br />OR FASCIA
<br />
<br />
<br />SPUc[ TO BE LOCATED 1/" TO 1/3
<br />~ SPAN ANO STACCCRfJ) EACH
<br />SIDE or SElf I.tA nNG B(AJ.t
<br />
<br />
<br />DENOTES SCREW PATTE:RN
<br />NOT NIJI,f8ER or SCREWS
<br />TYPICAL BEAM SPLICE DETAIL
<br />
<br />r
<br />
<br />2."
<br />
<br />L
<br />
<br />/ TOP or GRADE
<br />3"x3- F'lUTEO POST
<br />WRAPPED W / F'EL T P.&.PER
<br />
<br />2-x__ lotiO SPAN BUJI
<br />SEE S1WPL.E SP AN
<br />J-x3"xO.06" POST
<br />/' 2m PSI C()NCR[TE WI
<br />6 K6 IIIfiC.lEO WIRE W!SH
<br />OVER YAPOR BARRIER
<br />.3 1/2. CONCRETE Sl.A8
<br />
<br />
<br />3/8"x3 1/2" BOLT
<br />80 LB. 2500 PSI
<br />CONCRETE PRE-I.tIX
<br />3"x.3" BASE
<br />
<br />
<br />:~-:.~-~~.~~ ~.;:;. ~ i.
<br />r-' '.
<br />~ L-'6"--!
<br />At:.1)MINUM CONVENTIONAL CONSTRUCTION
<br />PORCH POST CONNECTION
<br />
<br />ISOLA TED FOOTING
<br />
<br />CONNEellON REOIJIREO
<br />(s([ DE TAIL)
<br />
<br />POST IN CONCRETE
<br />W/ ,. 0lA. BAR
<br />12' LONG
<br />
<br />NOTE: NO rOOTING REOVIRt:D EXCCPT WHeN ADDRESSING EROSION
<br />2' 0" 1.flN.
<br />./ POlJR(O,CONCRETE DCT.::::.c. Sl~ 1.l1N. 2500 PSI CONe. wi
<br />, ......1.1<'.. ""'.. 6x6-1Oxl0 W.W. "'ESH OR
<br />REf'tR TO TABLE 5 ~fl6(R "'ESH TYPICAl.
<br />I ' 1 '~ BAR CONT, 1 ,. BAR CONT.
<br />
<br />31/2" . _.~~~
<br />
<br />_ r'IJQIt we-. ~. DOtS "8"
<br />HOT II[OJIIO 1ft ac;M ,
<br />FUT SlOPE / NO FOOTING I.tODf:RATE SlOPE F'ooTlNG STEE?_~(fl:. fQQ.TlNG
<br />o - 2'/12" 2-/12" - 1'_10' JUtNffiME
<br />
<br />SlAB DETAILS ADDRESSING EROSIONADDRESS
<br />
<br />I!! ell
<br />Z <O~
<br />W _~
<br />:z 0::> ~
<br />.....~ ~~ ...C5
<br />~a ll.ll. ell
<br />:rw ~o 0
<br />Fo: o~ Z
<br />%0 ~ ~
<br />00< 0'" 0> W
<br />~o w~ _ (.)
<br />~~ ~o !Ii ~
<br />o 01.... (:50:
<br />~~ -Q (.) ~
<br />If)~Vl wi ~!!:",
<br />~~~~~99 ~!
<br />o~~ ~(.)S! ~ O~
<br />~w~ 5~1? ~ i!a
<br />lI>~a lD~~ ~ ~
<br />~~... fi~~ ~ ~tl
<br />""~W~i5 z ~
<br />o~t:~::> ;'Ii~:;;
<br />~gl5 t;il5 ~ l;!~
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