Laserfiche WebLink
<br />NOTE: CONTRACTOR SHALL PROVIDE Y1:RlrlCA nON THAT THE HOST STRUCTURE IS STRUCTURALLY <br />COf.lPARABlE TO THE STRUCTURE SHO'M-J (MOBILE HOME OR CONY1:NTIONAL CONSTRUCTION) <br /> <br />HOST <br />STRUCruRE <br />OR fACIA <br /> <br /> <br />PAN OR COMPOSITE PANHS. USE CtYROSlON <br />RESISTIVE SCRE'~. PANS ANCHORED \11TH 110 <br />, 1/2" It 3/ PAN INTO REC[[V1NG CHANNEL AND <br />1 I' 0 , 1/2' @ RIDC( CAP CONNECTION TO <br />RECEIV1NG CHANNEL COMPOSITE PANELS USE <br />1/4' x (\+1/2") LAG SCREWS v.\TH 1/4' WASHERS <br />THROOCH RWJV1NG CHANNEl FRQI./ TOP. <br />CAULK ALL CONNECTIONS. <br /> <br />/ <br />~ <br /> <br />------- <br /> <br />EXTRUDE 0 OR BREAKMET Al <br />HEADER 0032' !.IIN. <br /> <br />FASTENER DETERMINED <br />BASl:D ON CONSTRUCTION <br />~ HOST STRUCruRE <br />CONNECTlON TO HOST STRUCTURE <br /> <br />w <br />a:: <br />2 <br />u <br />::> <br />,e: <br />VI <br />>- <br />VI <br />o <br />:J: <br /><.:> <br />z <br /><= <br />VI <br />X <br />w <br /> <br />____ 110, ("\'+1 1/2") v.\TH <br />1 1/4. WASHER @ 4" DC. MIN. <br /> <br />SHADING Tif'E /I DENOIES <br />INTERIOR POST MAX. Roar AREA <br />Sl:E TABLE 4 <br /> <br /> <br />3 110xl 1/2. SlJS PER PAN PANEL <br />\11TH 3/4' WASHER OR <br />3 110x1 1/2" WASHER HEADED SCREWS <br /> <br />UPlIfT STRAPPING EACH sruD <br />00425.,1 1/4. MOOILE HOME STRAPPING <br />NAILED \11TH 18<1 COMMON 3 P(R SIDE <br />OR IIYJ ClJN NAilS 3 P(R SID( <br />S TR AP SH ALL BE 6. EACH SIDE AND <br />CON nNUOUS OVER THE S ruD <br /> <br />DYNA BCtT <br /> <br />NOlT: '!.HERE 1/2' cox Pl Y'MJOO IS USED fRAMING SHAll BE @ 24. DC ~UN. <br />w/ NAil PATTERN. PlY'MJOO TO STUDS 18<1 COMMON 6" DC. @ EDGE <br />AND 12' D.C. flllD. ';,HERE 3/16' STRUCruRAL THERMAL PLY SIDING <br />IS USED fRAMING Sl1All BE 16" D.C. '/1/ I 1/2" ROOfiNG NAILS @ <br />3' ON EDCE AND 12" 0 C. flEL 0 <br /> <br />UPLIFT STRAPPING DETAIL <br /> <br /> <br />/ <br /> <br /> <br />I <br />24' <br />L <br />3 1/2" <br />IJ 16. <br /> <br /> <br />MID SPAN BEAU <br />Sl:LECT L FROl.l <br />TABLE 2 <br /> <br /> <br />MIN.. r,3'~{- " <br />THRU BCt r{ o7r <br />HEADE R P <br />ANCHORE:O <br />CONCRE TE <br />DETAIL Tm <br />REQUIRED <br /> <br />VI <br />w <br />Ci: <br />-< <br />> <br /> <br />YKX1J FRAME SHED 'ItITH 2'x4. <br />PRESSURE TREATED PiNE PlA IT <br />ANCHOR TO CONCRE IT \11 TH <br />1/4" CONCRE:TE fASTENERS <br />It 4'-0" DC. <br /> <br /> <br />fRONT WAll BEAl.l SELECT <br />L fROM TABLE 2 <br /> <br />SHADING Tif'E 1 DENOTES <br />EXTERIOR POS T Roar AREA <br />SEE TABLE 4 <br /> <br />k-j l i W/2 + o.:.l <br /> <br />DOUBLE CARPORT ~TH CENTER POST <br /> <br />3" RE CEIV1NC CH ANNE L <br />ANCHORS I'1l TH 3 EACH <br />18 SMS PER fOOT <br />" <br /> <br />TOP~GRADE <br /> <br />3",3' flUTID POST <br />v.1<APPED w/ FELT PAPER <br /> <br />3/B"'3 1/2' BQT <br /> <br />80 LB 2500 PSI <br />CONCRETE PREMIX <br /> <br />r,r BASE <br /> <br />i <br /> <br />ALUMINUM CONVENTiONAL CONSTRUCTiON <br />PORCH POST CONNECTION <br /> <br />-L ~/ POORED CONCRETE <br /> <br /> <br />-~ ~L -':')1// <br />I -r-)"~ REFER TO TABlE 5 <br /> <br />POST TO BASE AND <br />POST TO BEAM DEl AIL <br /> <br />ISOLATED FOOTING <br /> <br />mE HOST STRVCTURE IIUST BE CAPABLE or SUPPOOTI~G ~E ALU~:N1Jl/ STRUCTURE TO BE ATHCHED TO ~E HOST STRUCTURE. GENERAl[ Y THE <br />CONllITICN or iHE EXlSTNG STRUCTURE lllLL INDICATE THE STKUCTURES CAPABIUTY mE rCUO'MNG CONDHlCNS!HOST STRUCTURES /oR( CAPABLE <br />or SUPPOO TING THE ALUlollNUM S TRUC lURE TO BE A THCHED: <br /> <br />I. IIASONRY WALLS, 2., .' FRA.I4E CQN'5TRtlCT1ON WALLS, PRE E~C:NHR[D WOC{J TRUSSES wI A 2', 6' SlJB fAClA A.'ID A TRUSS O~RHANC or UP <br />TO .., AND/fY. ATHCHlolENT or H ALUIlI~Ul/ STR'JCTURE ~ROUGH fH( I' fACiA TO ~E TRUSS BUITS WI A l/AXllolUl/ or .. TRUSS O'l\:RH~G <br /> <br />2. lolO6lLE HMS \t~l.fACTURED AFTER 198. AND BUILT TO ~E 1984 HUD ST~OARDS '/MERE THE ~CHfY.S mE INTO ~E TRUSS BUTTS. <br /> <br />3. CONDITIONS NOT COi{RED A80i{ SHALL BE: RE',1Ev.(D BY ~E ENGINEER TO DETERlAINE ~E HOST STRUCTURE ADEQUACY <br /> <br />4. ALL TRUSS S'l'STtl/S SHALL HAVE A l/AXllolUl/ $PAClNG or 24. DC. <br /> <br />~. 1I0BILE HMS NOT CONFORUING TO mE STANDARDS ABOVE SHALL HAVE A SELF SUPPORTING FAl.IE AOJAa:NT TO THE lolOBllE HOlJE IN LIEU or <br />CONNECTING TO THE IotOOlL <br /> <br />NOTE <br /> <br />t..J <br />a:: <br />E; TABLE 1 <br />=> ROOf PANELS <br />~ CARRIER BEAl.l .-/ <br /> <br />8 3.,3" POST /"' <br />:J: <br /> <br />2' x MID SPAN <br />/ BEAM -iE-SiMPlE SPAN <br />TABlE 2 <br /> <br />DET All <br /> <br />SPACE !.lAX. __ <br /> <br />2~O PSI CONCRElT w/ <br />6,6 ...nOED WIRE I.lESH <br />OVER VAPOR BARRIER <br /> <br />J <br /> <br />VARIES <br /> <br />SECTION THROUGH CARPORT <br /> <br />I'r <br /> <br />3 1/2" CONCRE IT SLAB <br /> <br /> SEE CONNEcnON DETAIL <br /> 12", PAN (SEE CHARTS) USE "vr TO <br /> / SELECT PAN fOR REQUiRED SPAN <br /> SHED IS fRAMED WALL <br /> ATTACHED TO HOST <br /> STRUCTURE '..J <br />w ~ <br />fOR fRONT BUI,4 0 <br />~ 2',2',0044' ALUM. OR :J: . <br />0 .... <br />:J: USE 'L'=W/2+0.H. '::j N <br />t..J 2',4" i} 24' OC. LUMBER [3 ~ <br />...J VI <br />8 STRUCTURAL GRADE ~ '" <br />:::> Tf'ERMAL PLY v.1TH SIDING <.;> ~ <br /><.:> z V' <br /> <= <br />z: 'w,. VA.R:ES 1/2' L-BOlTS fOR 2",4" V' ~ <br /><= >< <br />VI W 'N <br />X 6,6-10/10 'ItlN / PT PLATE OR CONCRElT <br />w <br /> " ANCHORS 4'-0" 0 C. <br /> --------- ------- <br /> <br /> <br /> <br />2"4" PTP PLATE <br />'/1/ 3/B',4 1/2" <br />CONC ANCHORS <br /> <br />ANCHOR v.\TH HEADER CHANNEL <br /> <br /> <br />'2.,___' <br /> <br />C[N TER PUR\.IN <br />BEAl.l SELECT '[' <br />FROM TABlE 2 <br /> <br /> <br />w <br />a:: <br />2 <br />u <br />::> <br />e: <br />VI <br />>- <br />VI <br />o <br />:J: <br /><.:> <br />z <br /><= <br />VI <br />X <br />w <br /> <br />MID SPAN BEA.\l <br />SELECT L fROM <br />TABLE 2 <br /> <br />SELECT BEAlA <br />fROl.l TABLE 2 <br /> <br />Sl1ADING Tif'E /I <br />SEE TABLE 4 <br />CA RIER BEAM <br />l <br />, <br /> <br />j W/2 : <br /> <br />DOOR <br /> <br />ALTERNA TE: <br />YKX1J fRAME Sl1ED I'1lTH 2.x4. <br />PRE ~SURE TRE A TE D PINE <br />PL A fE ANCHOR TO CONCRE TE <br />I'1lTH 1/4' CONCRETE <br />fASTENERS 4'-0. O.C <br /> <br />fRON T W A[L BEAM' SELE C T <br />L fROII TABLE 2 <br /> <br />Sl1ADINC WE I <br />SEE TABlE 4 <br /> <br />DOUBLE CARPORT ~TliOUT CENTER POST <br /> <br />W <br /> <br />RECEIV1NG CHANNEL <br />" <br /> <br />w <br />a:: <br />E; ROOf PANEL S <br />~ SEE TABLE 1 <br />VI <br />:;; SPAC[ !.lAX. <br />o <br />:J: <br /> <br />J <br /> <br />2' , MID SPA'l <br />/ BEAl.l-iESlMPlE SPAN <br />TABLE 2 <br /> <br />SP AC[ f,j AX. <br />TABlE4- -- <br /> <br />y <br />tr <br /> <br />J" x J" x 0.06" POST <br /> <br />2500 PSI CONCRElT \\lTH <br />6,6 v.nDED \I1RE I./ESH <br />OVER VAPOR BARRIER <br /> <br />3 1/2. CONCRETE :UB <br /> <br />SECTION THROUGH CARPORT <br /> <br />VARIES <br /> <br /> <br />UPliFT S TRAPPINC DE TAil <br /> <br />2'x4" lUMBER TOP PlATE <br />'HI T\j ROCf ABO\~ <br /> <br />~OTE: <br />1. ANCHOR PANS TO HEADER CHAN~H '11/ <br />3 N10 x 1/2' w/ WASHER <br />2 ANCHOR PANS TO ROOF BEAMS w/ <br />3 110 , 1/2' w/ WASHER. <br />3. ANCHOR PLA TE TO CON CRE IT flOOR W / <br />3/8" , 3 1/2" DYNA BOlTS i} 30' OC. <br />4. sruos TO BE @ 16' OC 3" EDC.€S <br />6' ON fiELD 1 1/4' GAL ROYING NAILS <br /> <br />UPlIFT STRAPPINC DETAIL <br /> <br />3 1/2' MiN. CONCRETE (SEE DETAILS) <br />SECTION THROUGH UTILITY ROOM <br /> <br />UTILITY SHED AND CARPOC\T WALL SECTION <br /> <br />2'-0. MIN. <br />BEfORE SlOPE <br /> <br />3 1/2' <br /> <br /> <br />MiN. 2500 PSI CONC '/11TH 6 , 6 '!.(Lom v.lRE <br />OR fiBER I.lESH Tif'ICAL All SLABS. <br /> <br />j 1 i5 BAR CONT. <br />B"- ^ <br /> <br />NOTE: fiBER MESH CONCRETE DOES <br />NOT REQUIRE WIRE MESl1 <br />FLA T SlOP[ / NO fOOTING <br />o - 2'/12" <br /> <br /> <br />SLAB DETAILS ADDRESSING EROSION <br /> <br />MOOERA TE SlOf>[ fOOTING <br />2'/12' - " - 10' <br /> <br />SlTEP) ~O:::1~~TING RAWINO ~It' -OR 1 PERMIT <br /> <br />"IEETS THE REOUIREMEN S <br />OFCVA?TER 1~S8C 19'.)1 l:(\.. <br /> <br /> <br />w <br />a:: <br />~. <br />u <br />::> <br />e: <br />VI <br /> <br />USE 'L' = '11/2 + O.H. <br /> <br />"v( <br />V ARIE S <br /> <br />0- <br />VI <br />o <br />OJ: <br /><.:> <br />z <br /><= <br />V> <br />X <br />t..J <br /> <br />-!- <br /> <br />J.,:r flUTED POST f,jAJ(. <br />HGT.=12' fOR 120 MPH <br />WlND VELOCITY <br /> <br />L VARIES <br />(SEE TABLE) <br /> <br />OA n: R['IISI()I$ ()1K <br /> <br />~b <br /> <br />~'zl:ii <br />o~i? <br />I~i~e <br />-< VI<.> <br />~~~\n~ <br />V'li-:J:x <br />~~aa~ <br />~~ii>- <br />80"" 25 <br />z~w~u <br />.3... i >'::lvi <br />i5t;j~...G:~ <br />u2::>-OLX. <br />~:h~c;b <br />:;;z --<,... <br />",w~i5225 <br />~tip.<=~u <br />~~~~~"" <br />-<f \5w<.> <br />~~\5"''''~ <br /><= 8~P.::> <br />-<b/l: .tx.;r< <br />2 oi5"':I'i <br />\5l:u0\2"" <br />~~~~:r <br />~8:~~~~ <br /> <br />~'" <br />~~ <br /> <br />li~ <br />~\5 <br />~... <br />b(ta <br />w~ <br />=~ <br />=~ <br />lIlO <br />al:ii <br />~~ <br />1f~f <br /><'><:io <br />~5Oi <br />z~~ <br />~~~ <br />w~::> <br />Ii...!!: <br /><="'''' <br /> <br />CI) <br />a: <br />UJ <br />> <br />o <br />o <br />o <br />:J <br />o <br />CI) <br /> <br />~ <br />t\~~ <br /> <br />~... <br />~~ <br />rsi5 <br />@u <br />8 g en <br />2 ;: <br />~~ ~ <br />~i-~ <br />~~~g <br />1V')~;!: <br />Q:..- '..... <br />, t:j cr: t5 ..... <br />~ 51ri~,.:, <br />~ i3ie <br />~ ~~ <br /> <br />or <br /> <br />3 <br />