|
<br />["l
<br />[]
<br />[]
<br />[J
<br />(]
<br />[1
<br />[]
<br />[]
<br />n
<br />u
<br />fJ
<br />II C>
<br />~
<br /> ""
<br /> Iii
<br />U a:
<br />....
<br />0
<br />;;;
<br />>-
<br />~
<br /> ::i
<br />U 8
<br />Ii!
<br />c:>
<br />'"
<br />~
<br /> '"
<br />lJ C>
<br />U>
<br />n.
<br />::;
<br />en
<br />-
<br /> C>
<br /> '"
<br /> 0
<br />I J ~
<br />U
<br />II
<br />[ )
<br />
<br />
<br />The RBC Roof Boundary Clip Is designed to aid Installation
<br />and transfer shear loads between the roof diaphragm and wall.
<br />The locator tabs make proper location of the clip easy. The RBC
<br />can be used on wood or masonry walls and will handle roof
<br />pllCh811 from 0/12 to 12/12.
<br />MATERIAL: 20 gauge FINISH: Galvanized
<br />INSTAllATION: . Use aU speclfled fasteners, See General Not811.
<br />- FIeld bend to desired angle - one time only,
<br />- See filer F-RBG for more Information on Installation
<br />and code requirements (see page 213 for detaJls),
<br />CODES: See page 20 for Code Reference Key Chart.
<br />
<br />The RBC Installed to blOCking reslsls rotation
<br />and lateral displacement of rafter or truss.
<br />Code references:
<br />- IRC 2000fl003l2006, R802.8 Lateral Support
<br />-IBG 2000fl003fl006. 2308,10.6 Blocking
<br />Blocking allows proper edge nailing of sheathing.
<br />Code references:
<br />.IRC 2000fl003l2006, Table R602,3(1), foolnole I
<br />-IBC 2000fl003l2006, 2305,1.4 Shear Panel Connections
<br />
<br /> :Jif/$P .. SPF/HF
<br />Mallei TYII..)j~ . Benl!lng Fasteaerl Atloilialil* AlIowalile C~e
<br /> '::tom', La',its
<br />Nil.: Col\llOc\l~n Ai1~i. liIf".r- lateral n,l.
<br /> .. T~Wall Ta Blllcklng
<br /> .h~l (16D)
<br /> rn 450 to 90" 6-1Odxl1h 6-10dxl~ 445 380
<br /> rn .. <.:W. . &.1Odxl~. 6-10~xl~ 435 315 IP1,
<br />RBC 3Q.to 45. 6-1l)dxfW 6.1Odicl~ 480 415. L1B.
<br /> . F25
<br /> []] 0.1045. 3-~x2'1l TIIen4 6-10dxl~ 350 350
<br />
<br />1. Allowable loads are for ona anchor attached 10 blocldna minimum 1 %" thIck,
<br />2. RBC can be IMla/led with up to Yo' gap and achlwa 100% ollha Iislad load.
<br />3. Allowable loads have baen Inc18ased for wind or earthquake loading with no further
<br />Increasa aUowed, Reduce where olher loads govarn,
<br />4. WIlen allachlng 10 concralll use 3-14x1y." TIten- screws, .
<br />5, RBC Insla/lad over l' foamboard has a load 01 395 Ibs. (160) In a parallel to wall
<br />(F,) load dlrocllon lor Douglas Rr, For SPF, the load Is 340 lbs.
<br />6. RBC may be IMtsRed ovsr W struclullll shealhlng usliig 1 Odxl ~ nairs with no load reducllon.
<br />7, NAlLS: 10dxl v.. . O,14B' dla, x 1 %" long, See page 24-25 for other nail sizes and Infonnatlon,
<br />
<br />. ='0....
<br />
<br />EIlDI
<br />-
<br />
<br />e
<br />
<br />
<br />rn Typical RBC Inslallallon
<br />
<br />Typical ROC
<br />Insla lIatlo n Over
<br />1" Foamboard'
<br />
<br />rn Typical RBC Installation
<br />10 CMU Block
<br />
<br />
<br />The RBC Is available
<br />wIth prongs Into one
<br />side (RBCP) for
<br />pre-attachment of
<br />the part to a block at
<br />the truss plant. Refer
<br />to technical bulletin
<br />T-RBCP for more
<br />Information,
<br />
<br />A Angles
<br />
<br />Our line of angles provldes a way to make a wide range of 900 connections.
<br />MATERIAL: A21 and A23-18 ga,; all other A angles-12 ga,
<br />FINISH: GalvanIzed. Some products available In staInless steel or
<br />ZMA.'X'3 coaling; see Gorroslon Information, page 18-19,
<br />INSTALLATION: - Use all specitled fasleners, See General Notes.
<br />GOnES: See page 20 for Code Reference Key Chart.
<br />
<br />. Th8S8 producls ara avanabla wI/h addil/ona/ corrosIon pro/BcliDn. Addilional products on
<br />this page mayalso ba available with thIs opllon. check with Simpson Strong.T/8 for detaIls.
<br />
<br />,.. Thasa produGls ara approved for Instal'allon wllh the Slrong-DrlvB SO Structural-
<br />Connector screw. SBI page 30 for /he correcl subslllullon and SD screw slza.
<br />
<br />.
<br />.
<br />
<br /> Dlmansloill Fas.tenars . Allilwabl. ~oadi
<br />Modal :t; , , r '" !)flSP ';X.~. Code
<br />~o:- .. w.~ Blse rasl .;,.:,' U60\;: <:.;. Ref.
<br /> \\It L Balls ;:NIUi Bolls Nllls .'.'I'{;r,. .0.Fi:',
<br />A21 2 11h 1% - 2-10dx1~ - 2-1Odx11A. 245 175 ~~
<br />'tA23" 2 1~ 2% - ~-10rJx1~ - 4-1Odxl W 585 565 L5 F13
<br />" ,&;33' .3 3. 1% HOd .4-1Od .'1~O' "S~D..
<br />A44 4~ 4~ 1% -- HOd ..... .4-1Od '.750"< 295,
<br />A66 5% 5% 11h 2-% 3-10d 2-% 3-10d - - 160
<br />A86 8 6 2 3-% 4-10d 3-% 4-10d - -
<br />A24. 3% 2 2'n. Hi - j-~ . ~-10d _. ..
<br /> ~
<br />A311 .11 3% 2 1-\-i - 1-% .. 4-10d -, .~
<br />
<br />.
<br />
<br />1. Allowable loads have bean Increased for wlnd or earthquake loading with
<br />no further Increase allowad, Reduce where other loads govern.
<br />2. For SPFIHF lumber use 0.86 of tabla loads.
<br />3. NAILS: 10dxl'h = 0.148' dla, x I 'A' long, 10d = 0.148' dla. x3'long.
<br />See paga 24-25 for ol~er nail sizes and Inlonnation,
<br />
<br />\.,\\Ii~\I\!!
<br />\.\~.t.,.,,:.',,;,
<br />11')'1\'\))\\:
<br />".1 L, ',.
<br />
<br />,~;:~:~~. ~'i,-,.
<br />.' ';1;
<br />F;r
<br />" . ',flirl. "~I!!!.
<br />~.~~
<br />
<br />~
<br />~
<br />~
<br />.;:t
<br />a
<br />
<br />'il
<br />'-, Ii
<br />, . .I!
<br />.1
<br />:1
<br />
<br />~..
<br />
<br />II
<br />
<br />J(.I"-
<br />
<br />A44 Installation
<br />(A33 similar)
<br />
<br />A21/A23
<br />Installation
<br />
<br />
<br />A311 Installation
<br />
<br />A24 Installation
<br />
<br />181
<br />
|