|
<br />NOTE: CONTRACTOR SHALL PROV1DE \u:nCAnON mAT THE HOST STRUCTURE 1$ STRUCTURALLY
<br />COMPARABLE TO THE STRUCTVRE SHOf'tN, (MOBILE HOIJE OR CON\f..~nONAL CONSTRUCTION)
<br />
<br />PA.~ CR COI.lPOSlTE PANU5. USE CORROSION
<br />RESlsn\~ SCRE'NS. PANS ANCHCRED '/rITH 110
<br />l 1/2. ~ 3/ PAN INTO REWWIG CHANNEL ANO
<br />I 110 l 1/2. 0 RIOC€ CAP CONNECTiON TO
<br />RECE""NG CH~"NEL CClJPOSlTE PA.>;ElS US(
<br />1/.. l (1+1/2") LAG SCREWS 'M111 1/.. '/lASHERS
<br />THROOCl-l REC(I\1NG CHANNU fRC\.I lCP.
<br />CAULK .AlL CONNECTiONS.
<br />
<br />HOST
<br />SrRUCllJRt
<br />OR r ADA
<br />
<br />
<br />________ EXTRUDED CR BREAK\lETAl
<br />HEADER 00J2' I.iIN.
<br />
<br />r A STENE R DE TER!.HNED
<br />BASED ON CONSTRUCTiON
<br />~ HOS T S TRUC TURt
<br />CONNECTlON TO HOST STRUCTURE
<br />
<br />~
<br />
<br />w
<br />c>:
<br />2
<br />u
<br />~
<br />V>
<br />l-
<br />V>
<br />o
<br />~
<br />u
<br />:z:
<br />'"
<br />V>
<br />x
<br />w
<br />
<br />#10 l ('t'+1 1/2") \11TH
<br />______ 1 1/.' '/lASl1ER \) .. 0 C_ l.iiN,
<br />
<br />SHADING Ti?E II DENOiES
<br />INTERI()l POST !UX. ROCf AREA
<br />SEE T AetE 4
<br />
<br />
<br />J #'0,' 1/2' s,\lS PER PA,'I PA.':El
<br />'tilTH 3/4' 'NASHER OR
<br />3 #' 0,1 1/2' 'NASl1ER HEAOtD SCRE',;'S
<br />
<br />UPLIFT STRAPPING EACH S11JD
<br />0,0.2,.xl 1/.' MOOIlE HOI.iE STRAPPING
<br />NAILtD 'M fH #8d COMI.iON 3 PER SiDE
<br />OR 18d GlJN NAilS 3 PER SIDE
<br />STRAP Sl1All BE 5. EACH SlOE AND
<br />CON l1NtJOOS D<,tR THE STUD
<br />
<br />O~A BCtT
<br />
<br />NOTE: '!<HERE 1/2. COX Pt.n.oJO IS USED fRAMING Sl1All BE ., 2.. OC_ YN
<br />w/ NAil PATTERN, Pt.'(1IO:X) TO sruos #8d CCMMON 5. O,C. ., (0(.(
<br />AND 12' O,C. fiELD. 'M1ERE 3/16. SiR1JCTURAL THERMAL PLY SlOiNG
<br />IS USED fRAYING Sl1AlL BE 15' O,C. 'Ii/ , 1/2. ROOfiNG NAILS .,
<br />J' ON EDC( AND 12' O,C. tlELD
<br />
<br />UPLIFT STRAPPING DE TAil
<br />
<br />
<br />
<br />I
<br />
<br />24.
<br />
<br />.L
<br />
<br />3 1/2. .'
<br />
<br />IJ' " ;~." '~
<br />
<br />j. REC(J'.1NG CHANNEl
<br />ANCHORS 'M TH 3 EACH
<br />18 SMS PER fOOT
<br />"-
<br />
<br />TOP Cf GRADt
<br />
<br />j.xj. flUTED POST
<br />'M<APPED '11/ fELT PAPER
<br />
<br />3/8.d 1ft B(U
<br />80 lB. 2)00 PSI
<br />CONCROE PR(MIX
<br />
<br />Yd. BASE
<br />
<br />ALUl,(iNUIA CONvtNTlONAl CONSTRUCTION
<br />PORCH POST CONNECTION
<br />
<br />-t ~ / PCAJRED CONCRETE
<br />
<br />D L:t[/
<br />1 ~ R(FER TO TABlE 5
<br />
<br />ISOlA TED FOOTING
<br />
<br />POST TO BASE AND
<br />POST TO BEAM DETAil
<br />
<br />NOTE; M HOST S1lAA:11.:RE Ut.r)T B( CAPABlE IF SUFI'\l<T1~C 11<( N.U\,li~l/ SiRlJC11.:RE TO 8€ ATTAOiEO TO rriE H\;"<)T STIM11.:R(. C<M:RAUY reE
<br />C1)M)tnoo IF 1\<E EXlSTl~C STR\JC1\;RE I\IU INOICA T( TH( STWC11;R(S C.APABtun. 1\<E FCUO'MNC CONOlnOOSj\<OST SiRlJC11JRES ARt: CAnBlE
<br />IF SUPPO<n~c ir( N.UI.II~MI SiRlJClVRE TO BE ATUOi(D;
<br />
<br />1. UASI)o(RY 'Ous. 2"x .. fRAJ,jE ~T1lIX~~,lUS. PRE ENCiNHREO '1/fX() TR\JSSES 'III A tx 5' sua fAOA ,1.'/0 A iRIJ$S O~RHMiC IF UP
<br />TO 4', A.'.(JIr:P. ATUO'\I(NT IF T:~ N.U\,II~l/ STR'JC11.;RE 1\<?OOCH 1\<( l' FAOA TO T:rlE iRlJSS 3lJT;S.1 A UAJJl.I\Jl/ Cf 4' TR\JSS C~,HA.~G.
<br />
<br />2. UOOlLE 'riMS UA.'MAC11JRED .l11tR 19~ A.~D ec~lT TO i\<( 1.84 HVO SlIi<Oo\RCS~[K( l}I( A.~Oir:P.S ARt: INTO i\<( iRlJSS ~.lTTs.
<br />
<br />J. COOOlT1CNS NOT ~R!:D A8IM: ~Al.L BE RE','fIol:O BY :l<( (NCiNHR TO OCTERl./iNE 1\<( HOST STRlJCT1JRE M:((},;ACY.
<br />
<br />4, ALL iRlJSS S'r'STIJfS SHAl.!. HAl{ A UA.CW\I SPACNC IF 24' oc.
<br />
<br />5. U06ltE HC\I(S NOT CQfCR\jINC TO 1}( SlA.~CI.ilVS .lBC\t SHAl.L HA'\{ A sur SVPP\;flT1NC rA.\l( ADJACENT TO l}I( \,IC€llE H()!.IE iN l(V Cf
<br />CONNECT:NC TO T:rl( IIC€IlE.
<br />
<br />
<br />A.'IOO~ 'MT'H HEADER CHANNEl
<br />
<br />
<br />-2-.___-
<br />
<br />C(NTER PURUN
<br />BEM.I SHECT 'L'
<br />rR()'./ T ABtE 2
<br />
<br />
<br />DOOR
<br />
<br />W()(jJ FR).!,jE Sl1ED .tII;'H tx..
<br />PRESSURt IREA TED PI.~( ptA TE
<br />,4.'jCHOR TO CONCRtTE 'tilTH
<br />1/.. CONCROE FASTENERS
<br />\l 4'-0. O.C.
<br />
<br />w
<br />c>:
<br />~ MID SP A.'l BEAI.l
<br />~ SELECT L fR~,j
<br />V> TABLE 2
<br />I-
<br />Vl
<br />o
<br />~
<br />u
<br />~
<br />~ SUECT BEAll
<br />w FRCII TABLE 2
<br />
<br />MID SPAN BEP.I
<br />SELECT l fRO'.l
<br />TABLE 2
<br />
<br />
<br />rRONT WALL BEAiJ SELECT
<br />L fROM TABLE 2
<br />
<br />Sl1ADiNG T'TH 1 DENOTES
<br />EXTERIOR POST ROCf A.~EA
<br />SEE T AetE .
<br />
<br />SHADiNG Ti'PE II
<br />SEE TABLE 4
<br />CA R:ER BEAI.l Ii
<br />j 'N } W }.
<br />'11/2 ~ W ~'1i/2 + OH.
<br />
<br />DOUBLE CARPORT 'MTHOUT CENTER POST
<br />
<br />+--11 ~ '11 }I
<br />~J '1/ ~'1I/2+ OJ(~
<br />
<br />DOUBLE CARPORT 'MTH CENTER POST
<br />
<br />
<br />Al TERN A TE:
<br />'/KXj) fRAME Sl1D \11TH tx4.
<br />PRESSURE TREA lED PINE
<br />Pt.A TE A.'lCHOR TO Co.~CRET'E
<br />\IIfH 1/4' CONCRETE
<br />FAS~E~ERS 4'-0' OC.
<br />
<br />FRCNT WALL BEA\I SELECT
<br />L fRCI.I TABLE 2
<br />
<br />SHADIN G Ti?E I
<br />SEE TABlE 4
<br />
<br />REWY1NG CHANNEl "-
<br />
<br />~
<br />~ ROQf PANELS
<br />~ SEE TABLE t
<br />V>
<br />8 SPAC( MAX.
<br />~
<br />
<br />2. l _ 1.110 SPA'I
<br />/ BEA.1,j SEE SiMPLE SPA.'l
<br />TABLE 2
<br />
<br />
<br />j. x :}' l 0 06' POST
<br />Y
<br />
<br />
<br />-1 3 1/2' CONCRETE SlAB
<br />~.1
<br />
<br />w
<br />'"
<br />~ TABLE 1
<br />~ ROOF PANELS SP ACE 1.1 AX
<br />~ CARRIER 8EA\I ./ ____~~....--
<br />~ J.xJ. POST /"
<br />~
<br />
<br />2500 PSI CONCRE TE 'Ii/
<br />6,6 '/lftDED 'MRE YESl1
<br />O<,tR v A?CR BARRiER
<br />
<br />SPAC( I.IAX.
<br />T ABL~ ------
<br />
<br />~1
<br />
<br />3 1/2' CONCRE TE SlAB
<br />
<br />j
<br />
<br />j
<br />
<br />v ARIES
<br />
<br />VARIES
<br />
<br />SECTION THROUGH CARPORT
<br />
<br />SECTION THROUGH CARPORT
<br />
<br />2500 PSI CONCRE TE 'M fH
<br />6,6 "HOED WIRE MESH
<br />O'<tR V APCR BARRiER
<br />
<br />.
<br />
<br />0,1 n: R('.1SlCNS OcK
<br />
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<br />~l",~
<br />~~ ~",2
<br />v,", ~~i~:a
<br />~ ~ gl!j~",~
<br />",'" ex: 0'
<br />t3~ ~~aag
<br />~~ i5~ii'"
<br />~ ~ ~~~~~.
<br />:E ~ ...t:~>~vi
<br />L:l O'2'::I......,!
<br />~ ~ U,2:,)ooOiX
<br />d "'05zz~O
<br />]list ~ <\Q~
<br />~o~ ~~;~~~
<br />8 OZ~~ <
<br />.3: 'i i ~i"'~~<.'l
<br />'i 9 ~ o~5'g o~
<br />3$", ~~~ '~d
<br />~~~ ~/=M~~
<br />uo~ 5f5c Wo.
<br />~ ~ ~ ~~~~~~
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<br />
<br /> SEE CCtiNECTiQN Dtl AIL
<br /> / 12", PA.'l (SEE CHARTS) US( .'If TO UPLIfT STRAP?I~iG DHAlL DO NOT BLOO< ~
<br /> nRt EXl T \liNDeN
<br /> SELECT PAN f()l REQUIRED SPAN / O'<t~ANG VARIES B
<br /> S<{D IS rRA!.IED WAll 2'x.. lUl.lB(R TOP PI.A TE 8'x12' unLlTY
<br /> A TT ACHED TO HOST 'M111 R~ ABO\~ Sl1ED 2' l .. 2. l FRCtiT WALL BEA,1,j
<br /> ,
<br /> SWJCTURt w 2'-0. O.C. SELECT L fR()'./ TABLE 2
<br /> ~ w
<br />w FOR rROtH BEA!.I . NOTE: '" DOOR
<br />.3 2',2'.0,0". ALUM. OR ~ ~ ,. ANC'rl()l PA.'lS TO HEADER CHANNEL wI 2
<br />~ US( l'=W/2+0.H. ':j N U US( 'L' . 11/2 + O.H.
<br />':j 2'1.' I) 24' a-c. lUYBER 8 'l) 3 #10 l 1/2' 'II/ WASl1ER. ~
<br /> V> 2, ANOOOR PANS TO ROOF BEAMS 'iiI
<br />8 ST1!UCllJRAl CRADE :::I a V> .'If
<br />:::I U 2 3 (10 l 1/2. wI WASHER. I-
<br /> Tr{RMAl Ply Vtl111 SIDiNG z: V> V> VARIES
<br />u '" 3. A.'l~OR PLATE TO CONCRETE rlOOR 'It I 0
<br />z: V> , ~
<br />.'11 ,. VARiES l/r L~BOlTS rOR 2'... -. 3/8. x 3 1/2. D~A BOtTS I) 30. O.C.
<br />'" x .. u
<br />V> ,
<br /> P r Pt.A TE OR CONCRE TE w N .. STUDS TO BE I) 15. O,C. j. EDG(S ~
<br />x 6x6-10/10 '/(f(M t-.
<br />w / A.~CHCRS 4'-0. OC. V>
<br /> "- 5. ON FIELD 1 1/.. GAL ROOfiNG NAilS ;:;z
<br /> w
<br /> --------- ------- L VAR:ES J.d. flUTED POST \lAx'
<br /> t... PT? PlAiE UPLifT STRAPPING DETAIL (SEE I ABLE) HCT.,.1t fOR 120 MPH
<br /> 'It I 3/8'x4 '/2. 'MNO <,tlOClTY
<br /> CCNe. A.~~CRS :3 l/t I.IIN. CONCRETE (SEE DETAILS)
<br />UTILITY SHED AND CARPORT WALL SECTION SECTION THROUGH UTILITY ROOM SINGLE CARPORT
<br />
<br />
<br />
<br />MiN. 2500 PSI CONe. '11I111 Ii . Ii '/lftDEO 'MRE
<br />()l FlaER iiESH TYPICAL All SlABS.
<br />~ 1 #5 BAR CONT,
<br />8'
<br />
<br />
<br />
<br />,~OTE: flSER MESH CONCREiE OOES
<br />NOT REQUIRt 'MRE MESH
<br />fUT SlOPE I NO rOOTi~G
<br />o - t /12'
<br />
<br />\lOOERA TE SlOPE rOOT:NG
<br />t /12' - " - 10'
<br />SLAB DETAILS ADDRESSING EROSlON
<br />
<br />STEE? SlOPE fOOliNG
<br />> l' - 10'
<br />C~EETS mE REOIJIREJ,(EN S
<br />C.}lA?TER 12Q5S8C 19']1 EO-
<br />
<br />9 4 - u 0 0 0 L1
<br />
<br />
<br />SHEET ,
<br />
<br />2
<br />
<br />Cf 3
<br />
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