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<br />.'lOTI: CONTRACTOR SHALL PROVIDE \1: RrrlCA nON THAT THE KOST STRUCTURE IS STRUCTURALLY
<br />COMPARABLE TO THE STRUCTURE SHO\\N, (MOBILE HOME OR CON\1:NTIONAL CONSTRUCTION)
<br />
<br />P,l.N OR COYPOSlTE PANELS, US[ CORROSION
<br />RESISTIYt: SCRE',;$, PANS ,l.NCHOR[D WITH #10
<br />, 1/2" @ 31 PAN INTO RHIIVlNG CH,l.NNEL AND
<br />, #10 , l/t 0 RIDe( CM' CONNECTION TO
<br />REC[lVlNG CHANNEL. COYPOSlTE PANELS US[
<br />1/4" , (t+l/2') LAG SCRE',;$ WITH 1/4" WASHERS
<br />THROOGH REC(IVlNG CHANNEL FROf.t TOP,
<br />CALJLK ALL CONNE C TIONS.
<br />
<br />HOST
<br />STRUCTURE
<br />OR F AClA
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<br />EXTRUDED OR BREAKI.!ETAL
<br />HEAD(R 0032" I.!IN,
<br />
<br />FASTENER DETERMINED
<br />BAsrD ON CONSTRUCTION
<br />Cf HOST STRUCTUR[
<br />CONNECTION TO HOST STRUCTURE
<br />
<br />
<br />SHADING TYPE II DENOTES
<br />INTERIOR POST MAX. RW AREA
<br />SEE TABlE 4
<br />
<br />#10, ('t"+1 1/2") 'MTH
<br />1 1/4" WASHER 04" OC. MIN,
<br />
<br />3 tlOxl 1/2" SlJS PER PAN P ANn
<br />WITH 3/4" WASHER OR
<br />3 110" 1/2" WASHER HEADED $CR[',;$
<br />
<br />UPLIFT STRAPPING EACH STUD
<br />0,0.25-" 1/4" MOBILE HOME STRAPPING
<br />NAILED WITH ,8d COMMON 3 PER SIDE
<br />OR 18d GUN NAILS 3 f'tR SID(
<br />STRM' SHALL BE 6" EACH SIDE AND
<br />CONTINtJOOS OYt:R THE STUD
<br />
<br />
<br />MID SP /..'1 BWI
<br />SELECT L FROY
<br />TABLE 2
<br />
<br />
<br />j W/2 i
<br />
<br />L
<br />,
<br />
<br />'II
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<br />>
<br />
<br />'/KXXJ FRAME SHED WITH t,.'
<br />PRESSUR[ TREATED PI 'IE PlATE
<br />ANCHOR TO CONCRE TE WI TH
<br />1/." CONCRETE FASTENERS
<br />Il 4'-0" O,C,
<br />
<br />FRONT WALL BEA'" SELECT
<br />L FROM TABLE 2
<br />
<br />SHADiNG TYPE 1 DENOTES
<br />EXTERIOR POST RW AREA
<br />SEE TABlE .
<br />
<br />~I
<br />~
<br />
<br />DOUBLE CARPORT ~TH CENTER POST
<br />
<br />3' RECUvlNG CHANNEL
<br />ANCHORS WITH 3 EACH
<br />18 SMS f'tR FOOT
<br />"
<br />
<br />Di11ABetT
<br />
<br />NOTE: \'MERE 1/2' C1JX PlY'MXXJ IS USED FRAMING SHALL BE 024" DC, MIN
<br />Wl/o(Afl PATTERN. PlY'MXXJ TO STUDS t8d COMMON 6" DC. Il EDct
<br />,l.NO 12" D,C. FIELD, '/,HERE 3/16" STRUCTURAL THERMAL PLY SIDING
<br />IS USED FRAMiNG SHALL BE 15" O,C, w/ 1 l/t ROOFING NAilS @
<br />3" ON [Dct /..'lD 12" 0 C. FUD
<br />
<br />UPLIFT STRAPPING DETAIL
<br />
<br /> TOP Cf GRADE l
<br /> ,
<br /> /
<br /> 3",3" FLUTED POST
<br /> II1<APPED wi m T PAPER
<br /> 3/8",3 1/2" Bet T
<br /> 80 LB 2500 PSI
<br /> CONCRETE PREM;X
<br /> 3'<}' BASE
<br />15' t-
<br />
<br />t, ___ EXTRUSION
<br />/ PER TABLE 2
<br />.,7= : :: n--~ '
<br />
<br />iN $CRE'II SlOTS ~2"' EXTRUSION
<br />:1: ~",~:" ~~C PER SP/"'l TABLE
<br />
<br />SlAB wi 6.6 10/10 \ 1"2' EXTRUSIOO
<br />~ DR FIBER M~_ ANCHOR 1",2",0,04."
<br />
<br />F~' :'.::: ~ ~~TE,;~,,~~~fit
<br />
<br />FASTENERS 6" EACH
<br />POST TO BASE AND SIDE Cf POST 24"
<br />POST TO BEAM DETAIL O,C. MAX.
<br />
<br />
<br />,
<br />
<br />2."
<br />
<br />L
<br />
<br />3 lit
<br />
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<br />
<br />ALUMINUM CONVENTIONAL CONSTRUCTION
<br />PORCH POST CONNECTION
<br />
<br />_~ ~/ PWRED CONCRETE
<br />
<br />08[/
<br />1,~ REFER TO TABLE 5
<br />
<br />ISOLA TED FOOTING
<br />
<br />NOTE:
<br />
<br />THE HOST STRUCTURE t.fUST BE CAPABLE \1' SUPf'OOTI~C iHE ALUUIN\J1I STRUCTURE TO BE ATTACHEO TO iHE HOST STRUCTURE. GENERALLY THE
<br />CONDlTI()<I \1' -:HE EIOSTNC STROCTURE Y<olU INDICAn: THE STRUCNRES CAPABIUTY iHE FCUO'MNC CONO!TI()<IS/HOST STRUCTURES ARE CAPABLE
<br />Cf SUPf'OOTINC THE ALUMINUII STRUCTURE TO BE A TTACH[O:
<br />
<br />1, ~ASONRY WAllS, t. .' FRA>lE C0N'5TRUCTION WALLS, PRE E~ClNEEREO WfXX) TRUSstS '11/ A 2". 6' SUB fACIA ANO A TRUSS O',(RHANC Cf UP
<br />TO .', ANOI(1/. ArTACH!.IENT Cf THE ALU~INIJ~ STI?JCT1)Rf THROl!CH iHE I' fACIA TO THE TRUSS BUns 'III A ~AXMJI/ Cf .' TRUSS O\\:RHANC
<br />
<br />2. ~OBIlE HMS t.fANUfACT\)REO AfllR 198. AND Bl"LT TO iHE 1984 HIJO STANDARDS WHERE THE ANCHOOS ARE INTO Tt1E TRUSS 8\JTTS.
<br />
<br />1 C()<IO!TIONS NOT CO',(REO A80\\: SHALL BE REY1EVolD BY iHE ENCINEER TO DUIRl/INE 1'rlE HOST STRUCT\)RE ADEOlJACY,
<br />
<br />., All TRUSS sysn:IIS SHAll HAY( A l/AXMJI/ SPWNC Cf 2." oc.
<br />
<br />5. U06llE H()t.(S NOT CONFORUINC TO THE STANDARDS ABO\\: SHALL HAY( A SElf SUPPQRTlNC fAl.lE AOJAiXNT TO THE MOOIlE HOllE IN liEU Cf
<br />CONNECTING TO THE MOOIlL
<br />
<br />"-'
<br />'"
<br />~ TABLE 1
<br />::> ROOF PANELS
<br />~ CARRIER BEAf.l /
<br />
<br />8 3",3" POST /"
<br />I
<br />
<br />VARIES
<br />
<br />/
<br />
<br />2" . _____ MID SPAN
<br />BEAf.l SEE SIMPlE SPAN
<br />TABLE 2
<br />
<br />DET AIL
<br />
<br />SPAC( !.fAX. __
<br />
<br />2500 PSI CONCRETE wi
<br />5.6 'M:LDED 'II1RE MESH
<br />O\l::R VAPOR BARRIER
<br />
<br />l1
<br />
<br />,
<br />
<br />3 l/t CONCRE T( SLAB
<br />
<br />SECTION THROUGH CARPORT
<br />
<br /> SEE CC1-JNEcnON DETAIL
<br /> / It. PA,N (SEE CHARTS) usr "vi" TO
<br /> SELECT PA,N FOR RW.JIRED SPAN
<br /> SHED IS FRAMED WALL
<br /> A IT ACHED TO HOST
<br /> S'RucrJRE w
<br />w '"
<br />FOR FRONT BEAM 0
<br />'" 2',2",0,044' ALUM, DR :I: ."
<br />0
<br />:I: JSE 'L'=W/2+0,H w N
<br /> 2",4' @ 24' O,C LUMBER --' @
<br />"-' ffi
<br />--' 0 VI
<br />8 STRuCTURAL GRADE '" 0
<br />'" THERMAL Ply 'MTH SIDING 0 CO?
<br />0 z VI
<br /> <=
<br />z '/2" L-BOlTS FOR 2',4" VI ~
<br /><= "'I( ," VA~;ES x
<br />VI w N
<br />x 6,5-10/10 '/(f(M / P T PLA TE OR CONCRE T(
<br />"-' A.NCHORS 4'-0' DC,
<br /> "
<br /> ---- - --- -------
<br />
<br />
<br />
<br />2",." PTP P\.ATE
<br />wi 3/8",. '/2"
<br />CONC A'ICHORS
<br />
<br />/..'lQjQR \\1 TH HEADER QjANNEl
<br />
<br />
<br />rt
<br />'2.._1_"
<br />C(NTER PlJRtIN
<br />BEAf.l SELECT 'l'
<br />rROf.t TABlE 2
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<br />MID SPAN BEAM
<br />SELECT L FROf.l
<br />TABLE 2
<br />
<br />SELECT BEAU
<br />FROM TABLE 2
<br />
<br />SHADING Tm: II
<br />SEE TABLE 4
<br />CA RIER BEAM
<br />l
<br />,
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<br />j W/2 j
<br />
<br />DOOR
<br />
<br />w
<br />
<br />AL TERN~ . //
<br />'/KXXJ ~~~~ED \\lTH 2",."
<br />PRESSUR~~TED PINE
<br />PlATE-^"Qj TO COOCRETt
<br />\',\~f/4" CONC TE
<br />(ST[NERS 4'-0' {),C
<br />
<br />FRONT WAU BEAM 'SELECT
<br />L FROM TABlE 2
<br />
<br />SHADING TYPE I
<br />seE TABtE 4
<br />
<br />DOUBLE CARPORT 'Mll-lOUT CENTER POST
<br />II
<br />2' x ~. MID SPAN
<br />/ BEAf.l-Si:rSlMPlE SPAN
<br />RECIIVlNG CH,l.NNEL " TABlE 2
<br />
<br />w y 3' . r x 0,06' POST
<br />'"
<br />2 ROOf PA~ELS SP ACE !.I AX.
<br />u 2500 PSI CONCRETt \11TH
<br />::> SEE TABLE 1
<br />~ TABlE7- -- 6,6 'M1DED 'MRE MESH
<br />V'
<br /><- SPAC( MAX. tr O\l::R VAPOR BARRIER
<br />Vl
<br />0
<br />I 3 , /t CONCRt TE SlA8
<br />J VAR1ES
<br />
<br />SECTION THROUGH CARPORT
<br />
<br />UPliFT STRAPPING DETAil
<br />
<br />tx4" LLJMBER TOP PlATt
<br />'.II T'1 ROCf ABO"~
<br />
<br />~OTE:
<br />" ANCHOR PANS TO H(AD(~ CHANNEL 'III
<br />3 '10 . '/2" 'III W~SHER
<br />2 ANCHOR PA~S TO ROOF BEAMS WI
<br />3 ,'0 . '/2" 'III WASHER,
<br />3. ANCHOR PLAit TO CONCRE T( FLOOR 'III
<br />3/8" , 3 '/2' D~A BetTS @ 30' O,C,
<br />. SruDS TO BE @ 16" OC. 3' EDGES
<br />6" ON nELD 1 1/4" GAL R()()J'ING NAILS
<br />
<br />UPlIFT S TR APP iNG DET All
<br />
<br />3 1/2' MIN, CONCREit (SEE DETAILS)
<br />SECTION THROUGH UTILITY ROOM
<br />
<br />UTILITY SHED AND CARPORT WALL SECTION
<br />
<br />3 1/2"
<br />
<br />
<br />MiN, 2500 PSI CONC '/11TH 6 . 6 'M:LDED 'MRE
<br />OR FIBER MESH TYPICAL ALL SLABS.
<br />
<br />_~ t 15 BAR CONT.
<br />8'
<br />
<br />'10TE: FIBER MESH CONCRETE DotS
<br />NOT REOUIR[ 'MRE MESH
<br />FLAT SlOPE / NO FOOTI'IC
<br />o - t/12"
<br />
<br />DO NOT BLOCK
<br />FIRE EXIT 'MNoo'li
<br />/"O\l::RHANG VARIES
<br />8"'2" UTIliTY /'
<br />SHED 2" . 4" t . FRONT WALL BEAf.l
<br />cu 2'-0" 0 C SELECT L fROf.t TABLE 2
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<br />V ARIE S
<br />
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<br />SINGLE CARPORT
<br />
<br />JOB NAME
<br />
<br />
<br />
<br />SLAB DEl AilS ADDRESSING EROSION
<br />
<br />t.lOOERA TE SlOPE FOOTI~G
<br />t/12" - l' - 10'
<br />
<br />STEEP) ~~,~~TINC RAWING'or -OR 1 PERMIT
<br />
<br />"'EErS mE REQ(JIREMEN S
<br />OF CjJ APTER 1205 sac 1991 EeL
<br />
<br />el( if
<br />D'I16 w/;<,=il-o
<br />
<br />US[ 'L' = '1112 + O,H
<br />
<br />y,y FLUTED POST !.lAX.
<br />HGT,=12" FOR 120 t.l~
<br />'MND \l::LOCITY
<br />
<br />OArr RE'<1$l()1S Cl1K
<br />
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