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<br />Norr: CONTRACTOR SHAll PRO"1DE \~R:FlCAT10N TI1AT mE HOST STRUCTURE IS STRIJCT1jRAlLY
<br />CO\APARABlE TO mE STRUCTURE SHO'/N (IJOBILE HOIJE OR CON\~NTlONAl CONSTRUCTlON)
<br />
<br />#10 x ("t'+1 1/2") \\ITH
<br />1 1/4' W~SHER ~ .' OC M:~.
<br />
<br />3 #' Oxl 1/2" 9.lS PER PAN P A.':El
<br />'MTH 3/4' 'NASHErl CR
<br />3 110xl 1/2' WASHER HBDEO SCRE'ilS
<br />
<br />HOST
<br />S TRUC TURE
<br />CR fAClA
<br />
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<br />------
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<br />
<br />FASTENER DtTERl.'iNEO
<br />BASED CN CCNS TRVC TlC'I
<br />Of HOS T S TRue TJRE
<br />CON~lECTlON 10 HOST STRUCIURE
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<br />P ,1..'1 OR CCI,jPOSlTE P ANH S. US( CCRROSl~
<br />RESISTI'yt SCRE'ilS. PANS A.'lCHI.."RED 'I/Ifrl 110
<br />x 1/2" Il 3/ PA.N WO REC(lI;1NG CHANNEL AND
<br />1 #10 ' 1/2" @ RIDct: CJ\? CONNECTION TO
<br />RECEIWiG CHA.'iN(L CCMPOSlTE PA.'IELS USE
<br />1/4' x (\+1/2') LAG SCRE'ilS 'MTH 1/.' WASHERS
<br />THR()jCH REWW.G CHAJliNEL fRO\I TO?
<br />CAULK ALl CONNECTIONS.
<br />
<br />
<br />A.'iCHOR 'M TH HEADER CHA.NNEL
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<br />-4-
<br />
<br />
<br />..........
<br />
<br />At TERNATE:
<br />'/10(() FR~I.lE SHED \\l:H 2"x4'
<br />PRESSl'RE TREA TED PiNE
<br />PUTE A.NCHeR TO CWCRETE
<br />\11TH '/4' WKRETE
<br />fASTENERS 4'-0' OC.
<br />
<br />
<br />'2"x___"
<br />CEN:Erl PURLN
<br />~A!.4 SELECT 't'
<br />FRC<J TABlE 2
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<br />PRESSURE TREA itD P'lsE PLATE
<br />A'KliCR TO WK,RETE '",r~
<br />1/4' CCNCRETE f ASTESERS
<br />" 4'-0' O,C.
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<br />SELECT l FRCI.l
<br />TABLE 2
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<br />MlIJ spA.'I BEIIJ
<br />SELECT l FRO'"
<br />T ABtE 2
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<br />FRONT WAll 8EAI,j SELECT
<br />l FRN TABLE 2
<br />
<br />SELECT BtA\l
<br />fROIl TABLE 2
<br />
<br />
<br />
<br />FRS';T 'IiALL SHY SELECT
<br />l fRei,/ TABLE 2
<br />
<br />-
<br />
<br />SHADING Ti?t II DUlOTES
<br />iNTERICR POST \lAX. ROCf AREA
<br />SEE TABLE 4
<br />
<br />Sl-'ADiNG fIFE I
<br />SEE TAi.'tE 4
<br />
<br />SHADNG Ti?E 1 DENOTES
<br />EXTERICR POST ROCf AREA
<br />SEE TABLE 4
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<br />w II
<br />
<br />~ 'N/2 + OH.
<br />
<br />G=W
<br />'N/2 J
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<br />DOUBLE CARPORT ,'i1TH CENTER POST
<br />
<br />DOUBLE CARPORT YI1TI10UT CENTER POST
<br />
<br />UPUfT STRAP?iNG EACH STUD
<br />00425'xl 1/.' !.I08ILE HOME STRAPPiNG
<br />NAILEDMfrl #SJ CC!.IMON 3 PER SIDE
<br />OR 13d GUN SAllS 3 PER SIDE
<br />S TRAP SHAll BE 6' EACH SIDE AND
<br />CONtNU()JS O',tR THE STUD
<br />
<br />D\NA BctT
<br />
<br />NOTt: 'M1ERE 1/2' CDX Pl'i'llOYJ IS USED FRA~liNG SHAll BE ~ 24' DC. ,li~1
<br />w/ 'tAil PATTERN. Pl'i'llOYJ TO SfJOS 1&1 CC!.I\lO'l 6' OC. \} EDCE
<br />A.NO 12' OC. F:HD, 'M1ERE 3/16' STR'JCfJRAt rHERMAL PLY SIDING
<br />IS USED FRA,\lING Sl1Al.l BE IS' O,C. 'N/I 1/2" ROOfiNG ~IAILS \}
<br />3" O't EDCE A~IO 12' 0, C. fiELD
<br />
<br />NOT!:: M HOST S1RUC71JRt: \/I)')T BE CAPABlE Cf SlJP?CllTlsG Tl<E "'-1)\1'01.:\1 STWCTlJR( TO BE ATTAO<ED TO Tl<E HOST STWCTlJRt:. GO.ER"'-LY 1C<E
<br />COMllnoo Cf Tl<E EXlSTlNG S1R\X11.iR( I\IU INCIC).1! THE STRVCT1;RES CAP ,I,B!UTY. 11-<( FCUO'M,'iC CCNOITlCl'iS!<,OST STR\JCTlJRt:S ARt CAPABlE
<br />Cf SlJP?ansG M "'-U\;iNUIoI STRVCTlJRt: TO BE A T1AO<ED;
<br />
<br />1. \lA~RY i'l".lUs, 2", .' FRAlIE CQoiS7?<XT1ON '/lALlS. PRE ESC:NEERtD '/IX!) TR'JSSES 'II! A 2". s' St'8 FAO). MID A iRUSS W::RHANC Cf UP
<br />TO .', A:<O!r:II. ATTAO'\;ENT Cf n~ ALIJ\lI.<,I,;i,/ SiR'JCTlJRE IHROVCY fHE I' FAC1A 10 THE TRUSS 8\JT1SN! A \lO.'l.l1.;Y Cf .. TR\.;SS C,PHA.'IG,
<br />
<br />2. llOOLE HCIo/ES \lA.N~fAC11JRt:D iJ:tR 1984 Io.ND BlAT TO Tl<E 1984 HVO STA.NDARVS '~ER( TH( lo.'I01\II.S APE ~TO Tl<E TR\!SS 8\JlT$.
<br />
<br />1 CONOInCNS ~OT CO~R(D A8C~ ~AU BE Rf\1t~O BY THE ENGINEER TO OCTtRllINE TH( HOST STR\JCTlJRl: ADWJACY.
<br />
<br />.. All muss S~itl/S ~AU H).',t: A \lA.t'l.i\:\I S?AGNC Cf 2.' 0 C.
<br />
<br />5, \/06IlE HMS NOT COIIfCP.lliNC TO M ST,,-NDA~ ABC~ ~.ALL HA'.t: A SElf SUPPCR1T~C F'.YE AOJA(!NT TO M \lOOlE f1C\,jE :~ l(U Cf
<br />CONNECT"NG TO TH( \lC€lLE.
<br />
<br />UPLIFT STRAPPING DETAiL
<br />
<br />
<br />POST TO BASE AND
<br />POST TO BEAM DETAIL
<br />
<br /> SEE CONNECTlO~ DO AIL
<br /> 12', PA.'I (SEE CHARTS) uS( "If TO UPlifT STRAPPiNG DETAil 00 NOT 8LOCK f!1d
<br /> FiRE EXl T 'MNOC'H
<br /> / SElECT PA.S FOR RWJIRED SPA.'I / OVt:RH"-~G VARIES B
<br /> SHEa IS FRAMED WALL 2'x." LUMBER TOP PlAn: 8'xl2' Ul1UTY
<br /> 'III TH R~ ABO\t: SHED 2" x 4' I 2" x FRtli TN ALL BEA,IJ g'~
<br /> ATT~CliED TO HOST J~
<br /> STRUCTURE w 2'-0" oe. SELECT l FROY TABLE 2
<br />w fOR FRON T BEAI" . NOT[; a:: DOOR
<br />::l! 2".2',0044" AtUM. OR 2 g
<br />0 .... 1. ANQiQR P A.'iS TO HEAOE~ CHANNEL '1//
<br />:x: USE 't'='H/2+0H. ::J N U us( 'L' = '11/2 + O.H.
<br /> 2",4' ~ 24" O.C. lU!,jBER ol) J liD x 1/2' 'H/ WASHER. => ;',! ~
<br />::J S a::
<br /> Vl 2. AN01CR PI\.'iS TO ROOF 8(A.I.IS'II/ 0-
<br />S STRUCTURAL GRADE :::l Cl Vl .'It'
<br /> 2 J 110 , 1/2' 'H/ WASHER. 0-
<br />:IE THER!.IAl Ply", TH SlOiNG u Vl ~ ~ -<
<br />u z Vl 3. A.'iCHOR PLA IE TO CONCRETE flOOR 'N/ 0 VARiES
<br /> '" . :x: o-g
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<br />'" ''N " VA.R:ES 1/2" l-BOlTS FOR 2',." >< ~ 3/8" x J l/t O~A BOlTS @ 30" O.C. u 1~~5
<br />V> w . Z
<br />>< 6,5-:0/10 '/(IN / PT PLATE OR CWCRETE N .. STUOS TO BE ~ 16' DC. 3' EDGES '" t- ,~~..
<br />w ANCHCRS 4'-0' OC. l)" ON fiElD I 1/4' CAL ROCfiNG NAilS Vl . ~~!jS
<br /> '" x
<br /> w ~o~:'i'!"
<br /> --------- ------- l VARIES 3".3" flUTED POST '"AX. ,7. ~~
<br /> tx." PI? PlATE UPliFT STRAPPiNG DETAil (SEE TABLE) HCT.=12' fOR 120 !.IPH ~ ~~
<br /> 'HI J/8". l/t \\','10 \HOCITY
<br /> CONC. ANCHORS J 1/2' !.IiN, CWCRHE (SEE DUNLS)
<br />UTILITY SHED AND CARPORT WALL SECTION SECTION THROUGH UTILITY ROOM SINGLE CARPORT
<br />
<br />j' RECOV1NG CH/.SNtl
<br />ANCrlORS MTH 3 EACH
<br />,3 Si.lS PER FOOT
<br />"
<br />
<br />2' x ____ !,j10 SPA..,
<br />t{A!.l SEE S:i.lPlE SP"N
<br />T~3tE 2
<br />
<br />RECEI'~"G CHAI'NEL"
<br />
<br />2" , ___ 1.110 SPAN
<br />/ BEAM SEE SiMPLE SP~N
<br />TABLE 2
<br />
<br />
<br />/' 3' x 3" x 006' POST
<br />
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<br />
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<br />fg SEE r ABLE 1
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<br />TABLE4- ----
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<br />DO AIL
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<br />fg ROOf PANELS
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<br />SP AC( \lAX.
<br />
<br />2500 PSl COIiCHE TE 'II/
<br />6,6 mOD 'MRE !.lESH
<br />O\tR v APCR BARRIER
<br />
<br />2500 PSI CONCRETE 'M:H
<br />6,6 '~LDD 'MRE I.lESH
<br />O\tR v APCR BARRiER
<br />
<br />SPACE !.lAX. ____
<br />
<br />}+
<br />
<br />3 1/2" CONCRETE StAB
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<br />
<br />/""
<br />
<br />TOP r:f GRADE:
<br />
<br />J
<br />
<br />VA.RIES
<br />
<br />VAHlES
<br />
<br />
<br />SECTION THROUGH CARPCRT
<br />
<br />SECTION THROUGH CARPORT
<br />
<br />j.d" fLUTED PQS T
<br />\\RAPPED 'N/ fEU PAPER
<br />
<br />3/8"x3 1/2" BctT
<br />
<br />80 L9. 2500 PSl
<br />CONCRETE PRE\li X
<br />
<br />3"x3" BASE
<br />
<br />
<br />24"
<br />
<br />L
<br />
<br />j 1/2'
<br />
<br />IJ
<br />
<br />16'
<br />
<br />~
<br />
<br />ALUMiNIJlJ CONVfNTIONAL CONSTRUCTION
<br />PORCH POST CONNECTION
<br />
<br />-t ~/ PClJRED CWCRnE
<br />
<br />D~/
<br />1 ~ REfER TO TAB11 5
<br />
<br />ISOlA TED FOOT1NG
<br />
<br />
<br />MN. 2500 PSI CONe. '/11TH 5 x 5 '/08.D(o 'MRE
<br />OR fiBER I.lESH T"r1'ICAl All SLABS.
<br />
<br />~ 1 15 BAR CWT,
<br />8'
<br />
<br />
<br />94-\.10004
<br />
<br />3 1/2'
<br />
<br />
<br />3'
<br />-+
<br />SitE? SLOPE fOOtNG
<br />> l' - 10'
<br />MEETS mE REOOIFlEMe.: 3
<br />. CFCHA?TER 1205 sac 1991
<br />
<br />NOTE: FIBER \lESH CONCRETE DO€S
<br />NOT REOOiR[ '/!1RE \lESH
<br />FlA T StOPf: / NO fOOtNG
<br />o - 2"/12'
<br />
<br />I.lOOERA TE SLCfi: fOOT:NG
<br />2"/12' - l' - 10'
<br />
<br />SLAB DETAILS ADDRESSING EROSION
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