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<br />III~
<br />! s; :
<br />191
<br />~
<br />
<br />
<br />PROJECIl0N: '?': 'Z.{J"
<br />
<br />I I
<br />Ii
<br />
<br />WALL UPLIFT EXAMPLE
<br />
<br />CAlCULA.TE UPUFT "J' ',N III L..F. FOR 102 M.?,H. ZONE = 'Ai" x'lW
<br />'Ai" ,. 25 1# I sa. FT,
<br />'lW ,. 8'.{J" ''j' = 25 III SQ. FT, x 8' ,. 200 1# I LF.
<br />
<br />OVEHHANG = OH ,. t:.{J"
<br />
<br />APptJEO LOAD FROM
<br />TABLE 4,3 = 'Ai"
<br />
<br />LOAD WIOrrl ,. 'lW ,.
<br />'?' I 2 + 'OH' = 8'.{J"
<br />
<br />0?T10NAl SHEA T11ING: 7/16"
<br />0.S,3. OR 112" COX ~ILEO 6"
<br />O. C. EDGES AND , 2" 0, C.
<br />FJaO
<br />
<br />REQUIRED ANCHOR SPACiNG CAN BE FOUND BY DlVIDING ANCHOR CAPACITY BY T11E
<br />UPUFT VAlUE PREVlOUSL Y DETERMINED,
<br />EXAMPlE; FOR AN H-2.5 CAPACITY = 415 11/200 II/ LF. = SPACiNG OF 2.075 FT.
<br />T11US, sruos AT 'TYPICAL SPACINGS RECavE ANCHORS AS FOllOWS
<br />
<br />S1l.JD SPACiNG
<br />'2"O.C.
<br />;6" O.C.
<br />24.0,C.
<br />
<br />H 2.5 SPACING
<br />Al TEHNA IlNG S1l.JOS
<br />EACH ST1.JD
<br />EACH ST1.JD
<br />
<br />AlLOWABLE UpuFT PER ANOiCR
<br />
<br />SIMPSON UPUFT RATING
<br />H2.5 415#
<br />H 3,0 455#
<br />H 5.0 455#
<br />'SP ./2 SB5.t
<br />
<br />ABOVE EXAMPLE CAN BE USED TO CAlCULA.TE UptiFT AND ANCHOR SPAClNG FOR AN'(
<br />A??UED LOAD OR "VlND LCAD
<br />. SP 112 ARE USED FOR DOUBLE TOP PLA.TE
<br />
<br />iF COIL STRAP, CONTINUOUS
<br />FROM TRUSS RAFTER TO
<br />PERIMETER JOIST, is NOT
<br />PROVIDED BY T11E
<br />MANUFACruRE.'l
<br />REMOVE VINYL SIDING AND
<br />SOFFIT ON T11E WAlL AND
<br />INSTAlL SIMPSON CS-;6 COIL
<br />STRAP FROM TRUSS I RAFTER
<br />TO BOTTOM OF PERIMETER
<br />JOIST @ EACH TRUSS /
<br />RAFTER. :OWL STRAP W/15d
<br />COMMON @ TRUSS RAFTER
<br />AND PERIMETER JOIST,
<br />SCREW COIL STRAP TO
<br />SHEATHING WI 118 x ,. OEO<
<br />SCREWS@ 16" O.C.
<br />VERIlCAll Y. REP\-A,CE VINYL
<br />SIDING.
<br />
<br />PROVIDE NEW 4',6" OR 8" x
<br />16" CMU PIER AND SOOD
<br />FOUNDATION BLOCK @ ~.{J"
<br />'MX. O. C. AlONG
<br />ATTACHMENT WAlL
<br />
<br />
<br />iNSTAlL NeoN AUGER ANCHOR
<br />@EACH NEW PIER. INSTAlL
<br />112" CARRlAGE 30l T THRU
<br />~..RiME:ER JOIST AND STRAP
<br />iO NEW AUGER ANCHOR.
<br />
<br />rYPICAL WALL SECTION FOR ATTACHMENT TO
<br />MOBILE / MANUFACTURED HOME
<br />
<br />SPUCE TO BE LOCATED
<br />1/4 iO 113 BEAM SPAN
<br />AND STAGGE.'''ED ON
<br />EACH SIDE OF
<br />SELF 'M TING BEAM
<br />
<br />SELECT FASTENERS
<br />FROM TABLE 1.8
<br />
<br />-1 ,. HEIGHT OF sEAM
<br />
<br />BEAM SPUCE SHAll BE
<br />MINIMUM 1 . .SO"
<br />
<br />HEIGHT 2 x (1-SOj
<br />LENGT11
<br />
<br />r
<br />I
<br />
<br />N
<br />IJ.l
<br />~
<br />I-
<br />...
<br />
<br />SElECT BEAM Fl'lOM TABLES
<br />;- 2.1,1. 2.1.2. AND 2. 1.3
<br />I
<br />
<br />
<br />I BEA,'" SPAN ,
<br />;-- USE WI2 FOR SEAM SIZE-----
<br />
<br />SEE TABLE 2. 1.1 AND I OR TABLE 2. 12
<br />(AFTER CCMP\JTING ..... FRCM PAGE
<br />2-1, 2.2 OR 2-3)
<br />
<br />?OST SIZE (SEE T A8LE 2,2. 1
<br />AND I OR T A8LE 2,2,21
<br />
<br />SIDE vim FOURTH WALL FRAME
<br />
<br />, ,
<br />;-- SEAM SPAN _____
<br />USE '1'112 FOR BEAM SIZE
<br />
<br />(SEE TABlE 2.1.1 AND I OR TA8LE 2. 1.2
<br />AFTER COMPUTING 'A' LO.RGEST VAlUEj-
<br />
<br />SIDE V1EYV SINGLE OR DOUBLE BAY CARPORT
<br />
<br />DE.~TES SCREW
<br />PATTEHN NOT NUM8E.'~ CF
<br />SCREWS
<br />
<br />~-1-SO---r-d-50'-+ ,. 'AAX.
<br />----
<br />.;r I i
<br />I"' ~""
<br />-:> I i
<br />.~ ,~
<br />,. ~AAX.
<br />
<br />.7SW'l ...
<br />I
<br />
<br />.75-1_
<br />
<br />T
<br />.1.
<br />
<br />rYPICAL BEAM SPliCE DETAIL
<br />
<br />UPRIGHT SIZE
<br />2" x 2" . 0,036"
<br />)" x r x 0.050"
<br />)" . 3" . 0.000-
<br />)" . 3" . 0,093"
<br />)".3" x O. '25.
<br />
<br />'MJ( BEAM SIZE
<br />r.4.
<br />r.4'
<br />rx6"S.1\4,8.
<br />2"x8"S,1\4,8,
<br />r. '1' S,,'.4,8.
<br />
<br /><NEE BRACE
<br />2. x 2' x 0,036"
<br />2" . 3" . O,OSO"
<br />2" . 3' x 0.1)50"
<br />2" . 3". O,OSO'"
<br />)" x 3" . 0,093"
<br />
<br />w
<br />
<br /><NEE BRACE
<br />(REQUIRED)
<br />2" x 3" x 0.050"
<br />
<br />POST Size
<br />(SEE TABLE 2,2. 1 AND / OR
<br />TABLE 2.2.2)
<br />
<br />?\.ATE TO BE SAME
<br />T11ICKNESS AS BEAM WEe
<br />
<br />?\.ATE CAN BE INSIDE OR
<br />OUTSIDE BEAM OR v.P
<br />C'JT
<br />
<br />FASTENER SIZE. NUMBER
<br />AND SPACING
<br />(SEE TABLE 1.6)
<br />
<br />. SLOPE
<br />
<br />SEAM iF REQUIRED
<br />FOR KNEE BRACiNG
<br />
<br />~
<br />~
<br />'"
<br />~
<br /><>l
<br />,
<br />i
<br />I
<br />1-
<br />~
<br />NOTE;
<br />FOR BEAM SPAN LENGTH
<br />'A' FOR TABlE 2 EQUALS
<br />T11E lARGER OF:
<br />A1=W
<br />A2= W/2+0,H.
<br />DOUBLE CARPOR~
<br />
<br />,12
<br />
<br />
<br />RIDGE CAP
<br />
<br />"<lOGE SEAl..
<br />lSEE TABLE 2.1,1 AND / OR
<br />TABLE 2.1.2 USE '>'/12 FOR
<br />LOAD WIDT11)
<br />
<br />CE.'ITE.q SEAM CROSS
<br />(SEE TABLE 2. 1,' AND I OR
<br />TABLE 2. 1.2 USE LA FOR
<br />END FRAMES ANO lJ2 FOR
<br />CENTER FRAMES)
<br />
<br />POST (SEE TABLE 2.2. 1
<br />AND / OR TABLE 22.2)
<br />
<br />of--- 1..'4
<br />I
<br />!
<br />
<br />,.-'1'1/4
<br />i
<br />
<br />WI2
<br />
<br />? AN OR COMPOSITE
<br />PANEL ROOF
<br />
<br />:i
<br />i
<br />~
<br />~
<br />I
<br />
<br />t:.IJ"~
<br />3" x 3"
<br />NOTCH POST TO RECEIVE
<br />SEAl.. WlTH T11RU-'30L TS
<br />(PE,q TABLE 2.31 ~
<br />LOOl( NUT TOP AND
<br />BOTTOM
<br />
<br />w
<br />
<br />GABLE CARPORT FRONT ELEVATION
<br />
<br />lJ2
<br />LOAD WIOT11 FOR CENTE.q BEAM
<br />(SEE TABLE 2. 1.1 AND / OR T ,l.8LE 2. 1.2)
<br />
<br />L/4 -.,.
<br />
<br />.
<br />
<br />I
<br />
<br />:1= :1 - - - - - - - - - ::::;
<br />~ - i'<JOGE BEAM =-r - - - -:1- - - - - - - - - -1
<br />==========l==========~
<br />
<br />/
<br />END BE.AJ.IS /
<br />SlOE BEAMS .
<br />CE.-.TER BEAMS
<br />CENTER FRAME
<br />END FRAME
<br />
<br />12
<br />
<br />W FOR BEAM Size
<br />
<br />,
<br />KNEE BRACE~
<br />W FOR BEAM Size _I
<br />
<br />. MINIMUM SLOPE SHAlL BE
<br />112" PE.q lr EXCEPT FOR
<br />0,026" PANS FOR WHIC'ri
<br />l1iE SLOPE SHAll. BE 314"
<br />PER,r FOR SPANS
<br />EXCEEDING ,t:.{J" OR
<br />MANUFA~RERS
<br />RECOMMENOED SLOPE
<br />=~iO We'.''' OOUBLS CARPORT (GABLED}
<br />
<br />;:
<br />
<br />NOTE;
<br /><NEE BRACES "<EQUIRED
<br />iF POSTS ARE NOT SET
<br />INTO CONCRETE
<br />FOUNDA nON
<br />
<br />'\
<br />
<br />:i
<br />i
<br />
<br />
<br />9
<br />;...
<br />
<br />L
<br />GABLE CARPORT SIDE ELEVATION
<br />
<br />T--
<br />i
<br />I
<br />i
<br />
<br />
<br />POST SIZEANO SPACING
<br />PER TABLE 2. 1.1 AND / OR
<br />TABLE 2.2.2
<br />
<br />NOTE;
<br />KNEE BRACES ARE
<br />REQUIRED IF ?OSTS ARE
<br />NOT SET iN CONC"ETE
<br />FOOTiNG
<br />
<br />END Vl'eN SINGLE CARPORT
<br />
<br />w-
<br />MONQ-SlOPED
<br />ROOF
<br />'OVERHANG
<br />VARIES
<br />f-A2 A2
<br />I
<br />
<br />1
<br />
<br />~
<br />N
<br />IJ.l
<br />~
<br />
<br />...
<br />z
<br /><
<br />~
<br />'"
<br />
<br />~
<br />:l2
<br />I
<br />i
<br />r-
<br />----
<br />
<br />. SlOPE
<br />
<br />112
<br />
<br />~2
<br />
<br />W FOR &Ml SIZE~'
<br />Sc:: TABLE 2.1,1 ANO
<br />OR TABLE 2.1,2 AFTER
<br />COMPI.JTING '!\'
<br />VlRGEST VAlUE
<br />
<br />S<1ADING DENOTES
<br />MAXIMUM ROOF AREA
<br />FOR COLUMNS AND
<br />FOOTiNG
<br />
<br />SiNGLE CARPCRT
<br />
<br />rJ'J
<br />0.....1
<br />W<(
<br />I::;
<br />(/')z
<br />06~ (/')
<br />(/')rJ'J .....I
<br />O:::llJZ~
<br />WO:::Of-
<br />>~ W
<br />O~Eo
<br />UUCN
<br />O::;Wz
<br />i=E';cQ
<br /><(.-c_
<br />a.rJ'Jcf-
<br />:2NU
<br />rJ'J....... W
<br />f- ~Z (/')
<br />0:::_
<br />0:2
<br />a.::;
<br />0:::.....1
<br /><(<(
<br />(j
<br />
<br />.f-
<br />W ~_
<br />If..; ;"4
<br />0.. 3 ;;
<br /><1)<"'>
<br />:f~i~
<br />Q) l.l - ~
<br />.- f- ~ l' '0
<br />....<:0-,"'
<br />C 'J,j r- .cQ .<)
<br />Q)~~~~
<br />en 0 g-
<br />o ~ ~ ~~
<br />w''J,j8z~
<br />o",Q)(
<br />Q)~~i:,:1:
<br />U ''J,j <"'> .JJ
<br />C1.JJ -:r(jj
<br />Q)~~r-
<br />~ ~:>l
<br />:: 'J.I d
<br />ro~:i
<br />-.JG
<br />
<br />
<br />OF 8
<br />
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