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<br />NOTE: CONTRACTOR SHALL PRO'vlDE \t:R:nCA nON mAT mE HOST STRUC11JRE IS STRUCTURALLY
<br />CO~PARA8lE TO mE STRUC11JRE SHC'IfN, (M08ILE HOME OR CON\UHlONAL CONSTRUCnON)
<br />
<br />PAN OR COMPOSITE PA.~ElS. US( CORRO$lCN <
<br />RES1sn'1 SCRE'<I'5. P~~~ AN~(!)'...,1}i; ,10:',,'.'
<br />.~. f/t- I) JI PA.'fI:'jTgREd1Y1N';91,~'iN(l A.1j()
<br />1 110 ~ 1/2" (j RIOCE tAP CONNECTION TO
<br />REC(lWI(; CHASNEL CQ.lPOSl rt: P,A,,~ElS IJS(
<br />I/f x (lfl/2') LAG $CRE'<1'5 '1Il\H 1/4' WA$l4ERS
<br />'. 'l(iROOGH RECEI'vING ~AM,fl FRCl.J TOP.
<br />CAVU< ALL CONNEcnONs.
<br />
<br />HOST
<br />STRucruRE
<br />OR ,ADA
<br />
<br />
<br />/
<br />[]
<br />
<br />-------
<br />
<br />EXTRVOED OR SREAKI,IETAL
<br />HEADER 0032" WL
<br />
<br />,AS TENER DETERMINED
<br />8AS!:D ON CONSTRucnON
<br />Of HaS T S TRUC TURE
<br />CONNECTlON TO HOST STRUCTlJRE
<br />
<br />'~~----
<br />r- .~
<br />5'
<br />~r>
<br />
<br />4;
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<br />,00"
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<br />1'0 x ("l"+l 1/2") \11~
<br />, 1/4' '//ASHER i) 4' OC l.IiN,
<br />
<br />SHADING TY?E II DENOTES
<br />iNTERIOR POST IdAX. ROCf AREA
<br />stE TABLE 4
<br />
<br />3 ,'Ox' 1/2' SMS PER PAN PM:EL
<br />'MTH 3/4' 'NASHER OR
<br />3 110x1 1/2' 'NASHER HEADtD SCRfHS
<br />
<br />UPLIFT S TRAP?iNG EACH S ruo
<br />0,0425'xl 1/4' 1.I06ILE HCME STRAPPING
<br />NAILED 'M n-i led COMMON 3 PER SIDE
<br />OR ,80 CUN NAILS 3 PER SIDE
<br />STRAP SHALL BE 5' EACH SIDE AND
<br />CON nNUOlJS Ol,tR THE S ruo
<br />
<br />DYNABetT
<br />
<br />NOTE: 'I1HERE 1/2" COX PI.'r"MJOO IS USED rRA!.IiNG SHALL BE l) 24' OC.MIN
<br />w/ NAil PATTERN. Pl.Y'/IOC() TO Sl'JOS 180 COMMON 5' 0 C. i) EDGE
<br />ANO 12" o.c, nELO, 'M1ERE 3/15' STR'JCNRAL fHERMAL PL l' SiDiNG
<br />IS IJSED rRAMi~G SHALL BE 15' D.C. '/ill 1/2" ROOFING NAILS i)
<br />3' ON EDCE A.~O 12' OC. FiELD
<br />
<br />UPLiFT STRAPPiNG DETAIL
<br />
<br />POST TO BASE AND
<br />POST TO BEAM DE TAIL
<br />
<br />r-
<br />
<br />
<br />). REW\A~G CHA,',NEL
<br />ANCHORS ~TH 3 EACH
<br />i8 SMS ?ER roar
<br />"
<br />
<br />TOP ~ GR~OE
<br />
<br />l',J" fWTEI) POST
<br />II?APPED wi FELT PAPER
<br />
<br />3/3"xll/2" sett
<br />80 LB, 2500 PSl
<br />CONCRETE PREI,l:X
<br />
<br />n~a,(st\;
<br />
<br />ALUMiNUM CONVENTIONAL CONSTRUCTION
<br />PORCH POST CONNEcnON
<br />
<br />1 ~/ POJRED CONCRETE
<br />
<br />D~/
<br />1,W RUER TO TABlE 5
<br />
<br />ISOlA TED FOOTiNG
<br />
<br />NOTE: M: HOST SlRUC11JR! II'JST 8E CAPABlE ~ SlJP?a<TNG 11<E AWY:~Y STRVC11JR! TO 8(ATTACl<EO TO 1'\iE HOST STRVC11JR!, c(~ERAlL1' 11<E
<br />CONQInoo Ci 1'\iE E~STNC STROCruR! 'I\IU INDICATE 1'\iE Sffi\JcruRES CAPABlUTY, 1'\iE fCUC'MNC CONQlnOOSj\<CST STRVcruRfS ARt CAPABlE
<br />Ci SlJPl'a<nNC M: AlUl.IlN\lY STRVCruR! TO 8( HTACl'E!);
<br />
<br />I, YA~R1' WAllS. tx 4' FRAIIE CQN';T?\JCnOONALLs. PRE ENClNHRED 'ilXO TRVSSES 'III A tx 5' SlJ8 fAOA A,"O A ffi\JS$ OvtRHiI.'iC ~ UP
<br />TO 4'. AliD/a< ATHO'l.I(NT ~. rnt: ALVVI.'NiJ STR'JcruRE :'HRO\JCH 1'\i( I' f ~ClA TO 1\<( TRVSS 8\JTTS'II1 A YAX.'WY Ci 4' TR\.ISS C'<\:R\i,l.~C.
<br />
<br />2, YOOlE HMS ~ANLnC11JRED A[TtR 1ge~ A.~O WLT TO 1'\i( 1984 H\!O STI.NOARCS ',\tlERE M: ,l.~Cl'CRS~( "'TO 1'\iE TRUSS 8\JTTS.
<br />
<br />3, CWQlnONS NOT ClMRED A80',{ ~AlL BE RE',TE'IoE:D 81' 11<( E~CL"EER TO Dl:TERl.IINE 1\<E HOST STRVC11JRE ADE:OCACY.
<br />
<br />4. ALL TRVSS S'f'SlDIS SHALl. KA',{ A iJAX!M\:Y SPAQ:NO ~ 24' Oc.
<br />o
<br />5. iJOOllE HCl<ES NOT COIfCR\jiNC TO M: STA.~OAR\)S ~c,t SHALL HA'ot A OW' SlJPPCRTING fil.VE AOJAlXNT TO M: YOOlE HC\,I( iN L(V Ci
<br />CONNECTING TO T\<E YOOlE.
<br />
<br />24'
<br />
<br />.L
<br />
<br />3 1/2'
<br />
<br />IJ . . :5" . . L
<br />
<br />A.~CHOR 'MTH HEADER QI,A,,'iNEl
<br />
<br />
<br />
<br />'2"x___"
<br />CENTER PURUN
<br />8€A!.l stLECT 'l'
<br />rRW TABlE 2
<br />
<br />
<br />1,110 SPAN BOIJ
<br />stLECT L FRCY
<br />TABLE 2
<br />
<br />.... '/IOC!J rRAME SHED 'M:H 2",4'
<br />PRESSURE TREATED PINE PLATE
<br />A. 'iCHOR TO CONCRt TE 'M fn
<br />1/4' CONCRETE' ASTENERS
<br />@ 4'-0' O.C,
<br />
<br />w
<br />~
<br />~ 1.00 51' A~ BUM
<br />~ SELECT L rROY
<br />'" TABLE 2
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<br />
<br />
<br />SHADiNG TY?E , DENOTES
<br />EXTERIOR POST ROCf AREA
<br />SEE TABLE 4
<br />
<br />rRONT 'I/AlL BEAIJ SELECT
<br />L rRCY TABLE 2
<br />
<br />tLN
<br />W/2 J
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<br />
<br />DOUBLE CARPORT 'MTH CENTER POST
<br />
<br />2" x_MID SPA,"
<br />/. BUIJ -SEE S:!.lptE srA.~
<br />, TABLE 2
<br />
<br />, DET All
<br />
<br />REWWj(; QlA.,.NEl
<br />"
<br />
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<br />~
<br />~ TABLE 1
<br />~ ROO, PANELS
<br />~ CARR:ER BUY /
<br />
<br />i3 )'x3" POST ,,/
<br />:J:
<br />
<br />w
<br />~
<br />~ Roor PANELS
<br />~ SEt TABLE 1
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<br />~ SPACE MAX,
<br />:J:
<br />
<br />SPACE !.lAX, _____
<br />
<br />2500 PSI CONCRETE '/1/
<br />6,6 'MIDED 'I<1RE I.AESH
<br />O"tR VAPCR SARR\ER
<br />
<br />}+
<br />
<br />3 '/2" CONCRE1I SLAB
<br />
<br />j
<br />
<br />SECTION THROUGH CARPORT
<br />
<br />VARIES
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<br />
<br />VARIES
<br />
<br />SECTION T11ROUGH CARPORT
<br />
<br />SEE CONNEcnON DETAil
<br />12'x PA,'l (SEE CHARTS) USE "Ii" TO
<br />/ SELECT P~'l rOR REQI].RED SPAN
<br />SHED IS ,RA!JED 'HALL
<br />ATTACHED TO HOST <J
<br />STRUCTURE 3 'il
<br />2',2",0044' Al~l.l. OR :r: i'~
<br />2"x4' @ 24' O.C, L~MBER ~ ;,~
<br />STRUCTURAL GRAD!: :::li ' ~
<br />fHERMAl PI. l' 'M TH SIDiNG ~ \I>
<br />1/2' L-BCm ,OR 2'x4' ~ ~\.~
<br />/ P T PlA TE O,R SONCRE TE W ~
<br />ANC110RS 4 -0 OC,
<br />
<br />
<br />
<br />UPlIFT SIRA,PPiNG DETAil
<br />
<br />r~.~ LW,~R r~ M1i:........
<br />'Ill ffi ROct A80I,t' ,
<br />
<br />NQT~ "._..
<br />J~.]~~V01~.~~~~~t\~~~~f~:1
<br />
<br />., l..ANOj~ PANS TQ ROOf Bf.A.VS..W/
<br />..: '5 Milj2" wi WASHER:' .
<br />3. A.'lCHCR PLATE TO CONCRErt: FlOOR/i/
<br />J/S' ~ 3 1/2' D'rNA BetTS i) 30" (It.
<br />.. SlUOS TO BE ~ 1&" O,C. t EDGES
<br />&' ON flEW 1 1/4" CAL ROOFiNG NAilS
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<br />w
<br />i3 rOR rRONT 8€Al.l
<br />:J: Ust 'L'='II/2+0H,
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<br />E:; ''11,' VAR:ES
<br />C5 6,5-10/10 '/l'1N
<br />"
<br />
<br />2"x4" PT? f'V.1~
<br />'/il 3/S"x4l/2"'
<br />CONC. ANCHORS
<br />
<br />UPllFT STRAPPiNG DETAil
<br />
<br />UTILITY SHED AND CARPORT WALL SECTION
<br />
<br />3 1/2" !.li~, CONCRETE (stE DUAlLS)
<br />SECTION THROUGH UTlUTY ROOM
<br />
<br />
<br />Mi~, 2500 PSl CONC. 'M1H 6 x 6 'IffiDED 'MRE
<br />
<br />DOOR
<br />
<br />AlTER~A TE:
<br />'/IOC() rRAME SHED \11m 2'x4'
<br />PRESSl,JRE TRC:A TED PINE
<br />Pl.A TE A."C11OR TO CONCRETE
<br />\'.I1H '/4' CONCRETE
<br />,ASTp.ERS 4'-0' 0,0,
<br />
<br />rRONT WALL B!:AM stLECT
<br />l rROII TABLE 2
<br />
<br />SHADiNG fYPE I
<br />S!:E TABlE 4
<br />
<br />2" x ___ 1.110 SP A,'l
<br />/ BEAM SEE SiMPLE SPA.~
<br />TABLE 2
<br />
<br />DO NOT BLOO<
<br />nRE E XI! 'M NOC/I
<br />/' O',{RHA.'lG VARIES
<br />8'xl2' UllllTY 1./
<br />SHED 2' x 4' I 2" x FRONT 'I/ALL BEA.'./
<br />w 2'-0' 0 O. SElECT L rROY TABLE 2
<br />~ DOOR
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<br />
<br />L VARIES
<br />(SEE TABLE)
<br />
<br />SiNGLE CARPORT
<br />
<br />
<br />NOTE: rlBER MESH CONCRE:E DCtS
<br />NOT REQUIRE 'MRE MESH
<br />FlA T SlOPE / NO ,00 n~G
<br />o - 2'/12'
<br />
<br />!.lOOERA TE SLiYt ,OOTiNG
<br />2'/12' - " - 10'
<br />
<br />STEE? SlOPE ,OOTiNG
<br />> ,. - 10'
<br />MEETS mE REOIJIFlEMEN
<br />CFCf-'A?TER 1205 sac 19':11
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<br />
<br />SLAB DETAILS ADDRESSiNG EROSION
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<br />y
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<br />
<br />j" x ). x 0.00' POST
<br />
<br />
<br />2500 PSI CO~CRETE 'MTH
<br />5,5 M:LOEO 'MRE I,lESH
<br />Ol,tR V APCR SARR:ER
<br />
<br />3 1/2' CONCRETE SlAB
<br />
<br />Use: 't' s w/2 + O.H,
<br />
<br />.t-
<br />
<br />3'xJ' flUTED POST !.lAX.
<br />HGT,s1t ,OR 120 I.II'H
<br />'MN:) "tLOCITY
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