HomeMy WebLinkAbout19 Cutter Lane - Installation Guide 2Rim Board
End Bearing Details Roof Details Roof Details
Maximum Vertical Load Transfer
from Upper Wall (lb/ft) , Rim Board Exterior End Wall Support Ridge Detail Ridge Rafter Connection y Roof Overhang HE Roof Overhang
Rim Board CapacMill ,
ity (I''ik) } x
,OSB , a : x a ;�p•�* a s + a x t, .$ t,� Use 3 (IOd) nails
de rr ,1*ar x 4 ry ;kat ALL37O& Blocking Pane' - a. n$ tl Parallel to Span • Perpendicular to Span
t71Rto xa a fl o a x t u ". * . fits Rim board size to be t; 2 x 6 blocking OR a * '•.% } 4 '" # "Erx< at 6' o.c.
k a f \+« i
,m 3i4 a
s*...t� - ..�a.
s7
+ ^ •. p :.�,.-, * Toe nai: nm board to plate _y-
aa* „9 %z° • 0 2552, 3476.... al 5( x1897.:... �"' ° -
_.--,... c.:: ,.I i" .1 { ,.: determined by designee at 24"oc -r.F,^ Bi; i6 *' Adjustable slope•, �,
ka:t.++.-::
wish 2 A (8d) rims =:. ^
r o _- ,. , d'`•e ' . : w. hanger "` #•'a ". $-.* #.,
# X a x + a,,_ " 4. x " - 'w� at 6" o.c. ' a a • ,/ tX-
a , 4 = r.. • t' -",Y i. `, xK-a" 4a,. ,:,Metallic to
5 t
,'.l a 4.- IIA§ 144- .. t- „., :,,:.. of ,#, *:: ,r.: 4"k r - , _4 fl aa. . X. < ..- `,", , . ', , r ^ x >. ,y Y Y e v t a B"'
f
I�-, fyi� ��45' ��3.•a .„ x a� �6 4 aka, s •4aa�4 s, ..
« .... a.a a -' • •#=R= : ,'9 ', .. •_st4 '� `:. *':.. -:,E a�r strap
�.. t.
a...„ .. + xa . „-...... 4 t.+ «.... o ,, :-" • ,. , • . c '; , x a r a fa �.. # & • � �-� CT w t s#s- ry - x �J:F a,a rt . i i''. P ' :•\ ,:_. .. \ • x
ate.. d r- a8 + , • B
14 1530 2)22 3166
797 Ebp t$�,:`. �ms�tiprta s� �[�� e ��,^= as*X�& •���Bm /" � :d
-b # r, _ 7:1011 +" 30� f898 29$0' 574.�:-.r,. n6A:; ,''a tt.-:Y tt. d
Notes: ":a " „s=u x • # $„# a #.: „ n x:. :: `K a a fi Beveled - -
z : a,. a .-.. K r w..,-:. ,p k M# a:g s # o • _ • a.,..' -$ #', � '€ _ c- a r ":.(I t:.`. a 54'x9 a $. beano d -;d. a \ y. ` %.+u.• 74
0 4 a
_ e n n af" Blocking To be Fascia
'd"- ,., a... r;. -^i.{� -ar •-a .e'p kk -� • a s _..- •\ :,.G.,. w..,".. ; dt , g '^v
I. Plywood and OSB are APA g ", . ' a a. Al,a.: sof f # .: _ - x rv, , ,, . °4n. - -I' :«S , Y„E, rtf(e er o tea," - -
4. Rim Board is to be full height ,x r a X w, _,\ w., i ,
x *+'. 5sa I' x 3' strap n'rv4 ` -- each side 'd +: \x 4 outri er for loads u
4 sr zc # # a .. - p' <r required at "" determined
o(oist. � ._„-,"' �V x t # a „.... ,,_ - sa 8 :. h,` °" 88 P '
rated exposure
o -Floor for exterior J ,- t. d -k a at 46' o.c. - y, a{ tet'=. / J ,Ka.:%, s each out er •' b designer
e osure ore equivalent ,g. * `ryK�', 8 a - B.$ ds o n 4 ky,+ �" -.a aStructural '# &-ry .#. . *, P 1 P 8
q a a•4 Ridge Beam „ o f \ t a ; - to 50 sf and oi4 s atm location
y
5. Install Rim Board with face
2. OSB is Type I (Standard) grain horizontal . , 5 X / x structural ,,. Race Beam
Design Rated. - uo to 24" o.c.
6. Rim Board must be adequately 7. Rim Board is an integral part #f
=y Filler Blocking
3. Install Rim Board to fully bear designed to act as load transfer of the floor diaphragm v x
5 # LSL
See page 14 r Metallic he strap a necessary
on wall plate. point for gravity loads from required to resist wind P g fo -3" (I Od) nail for 7 ° r Install 2.4 Scuash Block
floors and roof above. and seismic loads. Maximum Vertical Load Transfer ,,, 7 Pexceeding-
each joist flange Metallic tie strap Is necessary for slope exceeding /i z. for slope /ia A I
below outrider
max L
Squash Block Squash Blocks at Birdsmouth Cut �'
Squash Block Notched Bottom Chord, Cantilever
Concentrated loads { Low end o{ rafter aril
Nail squash blocks to # LOW end 0I rafter Only I y� ,y
9anges wdh-3"(IOd) "
lb " " * ^ - a; nail for each bongo. $:.. `=f - Solid block all posts to bearing below with ' - , `fl`a l
Maximum Vertical load from UpperWall /rt) • 2x4 min squashbloc _ Concentrated Oa
F as a t a 5 F B:. *t #, F'S*;:.. x - Stagger nails to avoid } #,. ( ) _ . *a Blocking Panel
for each Squash Block splitting 1 /6" a a a r .#
m* y;,x •"o-..4 4,Y rkat a Rim,§$,�..!-.
„.. x
o • a , ---n o eec� Sit dsh $Jock (v hes) a x " x ' „ t = :4
K . s *-a x Y ", a 4.K o a x a,.. ...cr yrdt I,,# • d o> P.. .Y . ;_, {,a ..: - F- .a' .a
12 F6 f92 24_:x. ,,. 4 ..,,. �+; .. t K„ a X � »s. „x +'•4�
„ ,. -x ,yr K t'a.: fl 4 - r�K. d. L.B m • •-�...b * tr Firr., Web Stiffener .
as ¢2,X a3 rltx �a•IJr'Ytltb ga490 sa 'oa99x*,a :4 o7xyD#, #ra •.. 89f#r "'" .t`a ih., r • •M,'.t-"-. - "•€20..-a§t.. -
4 • , a 4 ' . x..-„ ...d... ° a -F B §# a t.: a a 4 #- '8 t 4 x # 8." each side t'^ a R., X.,y.-#
s..W , # v , r • o s B B, t•.. r,.. , ,- " f #'-•-a _ - # t d •-g..,,4 •`-s • • r r- ,.% v -.,, v -ice $, a a a.. :;tl.-.v yp. " • Web stiRener at each side of web 2'-0" Backer Blocks
a2x'T..: +,. �K ' 3 o ik+, F ?. # ^`i 4A0 H k. ^
2230 670 390 1115' , I, e Bsks r aa'ds •i'm x +
fla • • « a, x
r, ., a .....,. s
x Y X+b `a x x ¢43500 4 a x "2630 • a (. $'-2 k 4D r d a••••w ,' 1,75E1a a (:; + fl a*�a B•dr .* x $ #` s '`ti^
a a * • „, - - _ .a= a rl�v*a 1
Notes: .a` x:...< See page 14 1 , a •da • xta vx r ` * - -
aa ' ` d-eb '_$ - t ,P ., _.h :•„ Notch ALL�7156 to preside 2�-0�. .•..Ri "" . s r.
Squash Blocks are to be in full 3. CapacRies shown are (or one _ - for Maximum p± 1 /6 .. a.. �,#.. •„ " �'- Bt
contact with uam to
block per joist. '.. 1 i/6 Vertical Load = See page 14 for 4 a ,t...a.. - 'Xsa t• Optional overhang ` r„
<� `s full bearing for bottom flange.•r,(�+
Transfer Squash Block V 3.*. 1-43h(max) ,; "/ try ry `.t. ' ^'r' .:-�• a. i
and lower wall plate. Capacities • 'e"
4. Squash Blocks are to be #, 4 r x s
as. � i
Notch ALJI to provide full bearing for bottom flange. • ✓ M
2. Squash Blocks are to be Vs" SPF #2 or better or „- 2 ate. -r -u a`8S a #
higher than joist equivalent. a # r # t wry • #.a # 9 - &
..x #f11 % *...
Blocking Panel Attachment at End Cantilever Roof Joist 9i `a. 7Pb
on Beveled Plateas, t
Toe nail blocking panel at each end to top flange of joist A,.�,;rt # • #•r t a $ a • B
` ¢ B 'r'o lik. cd. s' afro a'a '4 *
• • with -2 �' (Sd) nail. Nail bottom flange at each end to x4 '��° us bevel plate or K +s -? x a# - a I e - \Hader
Blocking Panel &Rim joist t Blocking Panel full to
to �� ._ #k p*
ab {fir) mg 3
g" wall plate w!th-2 k (lad) nail. - 8 8 m t
.'' r . ; .#s aur tl
Ib .a• a :a'm x- a Filler Blocking
„ Blocking Panel &Rim Joist J /a), , r
an
Maximum Vertical Load TransferALL�ii,Xt 4,. t Nail each - £�� m,a
x� +
yam: ,`e•w„-.. Blocking Panel , ry oy. ,;r-:, +am �..a •.o side wi.h • as am m wm` a a ",..`,-•,$ a 3v' -g'#, •, #f' t f:
..... . .....:. . .... .. ... ... ... .. ...'r„ ..,+ ... ,*-a«,..,. = xa:-b:a. o -d o K. <.; • u z x'• a -a is g;o (I.'b # a * .a -.ea s .:'p: .,'x?ti G ry .. ,-r 4 : s' -
. , ' . a rv,... ..ate'' A$. x ; #,. * z'^',`4 k .a,.`d #•• >< d s • tt -,x+, a a m m r m ' s ta' a+ ": s, 4' tl # g + g,.'". Dcu joist
2200` . ,..,. �,. w=$ a o ae. , K -, a a g -. a P - iii ate* #v r nail: •`• aF•••a ar ° fl,,,' ,»1 # a lam. :.��--w�.i5 ' ? ,..•v r -, ,,.F:- t '.xa�„3'•� y# x #? e `� , ,,+._. bre
..., x a , x :. 'e k �. ¢ as a , a - •;-d m * .B,a - - 4l --@' • rt y'Y,a, v , ,Q•'.� ♦
+ o " - a- '# * Y.' 'B "-+, #-#' ?- t s # Fa • a a & f. x `' ' > Use continuous -- Corninuous beveled plate or
i
t a,: E a t ,. "„ & .a B.: t=0`t s n s' s[.r',,. .�§ ,.r 9,+,.. m x =. _ p
t ,.„ x ,, u #3.. ;,.-, `a •A *` a *` " bevel late or variable itch connector
• i " * e x ... , ,..:1_300 t . �..:..... "t *... a a -w+# » sa§` A' '9 m a - tl - '.r` otic pitch s P , Use 3 h s (16d) nail, at 6" cc.
...1 fill 1 ! �0 o B rye R ' - xx. '', x+ x Is vari FJ'er Blocking Header
v x " h- *I
on
a {_ _ Iv provide Julio ty. / 4" F'i ler Blocking
+r _ "4.� a �.A • a.:,,, 5 g each side
Notes:„ *.. x• •#-#9x aa.`a ttonal overhang 'YF4 ,o f. •` pro
F , Opt - + •(max.) . +#e'`�1e .a% bearing for ....
4*
,N`..; ,.a ,. Iii"minimum end bearing length ,.x "", bottom flange,. IM +...'a #..- x :.`.`#.«#. •.-s :. :'#cr. e *ix.§...4rkuR# o. -g A...:*n:' a
I.
Blocking Paneland Rim dist 3, Blocking Panel and Rim Joist 4. Rim Joist Is an integral part.,..., s. &,. g e g
g j 4' at floor and roof details. _, I ✓i ao 44x4fag--e a#ar'-aaa p'$*:a#*44 em's+•2#'4*Si^ai # -a 4d'g•.y.r:.r,"r .aP X.,4-•#..a%m #.:Yamtttj.r
are to be used in dry must be adequately designed of the floor diaphragm % /I �� a 9so
ions only. to act as a load transfer point required to resist wind f-ba..a.=a " + " d ' '•*"'"` x• * * • • + K-,•..
condt y a tie r -a ra-,Ya a>k x-4 s5x. Hoak; ,tt] �ad..ao�g-as.g. 'd oa s.,x m#.. • Bs#,sof..-k
for gravity loads from floors and seismic loads. # � ra a.. �� -a' � srr rr-,.a .a-t+y# s # " -f • x,1os•> * a.ax-w Ke +,• e•.xBK• � � x'.+a.ar.ae j rr• • a a � �'-
# � i 4'.a a
2. Blocking Panel and Rim Joist and roof above.
are to be in full contact with - . . -• • ... ,' •..•.... - - I n • . -`i kt
upper floor and lower wall
4'-0"
plate.
Connections and Web Stiffeners Interior Supports Special Connectionsof Nails
JOISTS tiller Blocking Ross,ch side Backer Block Number of Nails Maximum Load
on ar'am"Y-4s t a x„ as a # x : ' 7 m�, 5 n. t v s a x a.. f.,:o
MI rMultiple Span x 9" 6+§'P m a $# ¢,A 2016
Lateral Support at End Bearing Backer Block for Single Joist II so 2x8+ber obxxw 3 19,02 a #�K 3520 b
44 xi .a
�* 14" 2x10+4f"Plyw.rad 4 1 Isloss '"(i'gr.cklperhdrigc{„ - 4071. 1b..
ix 16" 2x10+N Pi,rood 4 1RCSB .. 40'16
gm _ = Blocking Panel Interior . ' Squash Blocks at Interior Bearing Connection on Steel Beam Connection with Hanger w=-: •„„,
o c N 4 x g 1.
* X i a +h v1 a Ir a -ir 1 ,�' • ' P a b u w b x b m : a.. n * a-�::7 �. ":a+ ..fi ' + ., am x. F ro . t,- a +mss" /rr,9 un 4 . • :I
wa
E r a a xf a t a x x*ff +, Web stiffeners are not recommended for this detail. on Steel Beam ,-k a B g f" 2 2r,6 2 2 x 6 =* _+ r _' 2320 b
say0 0 X '"• • f • x `. + - s a#4X s � f "' ext ,. Use 2 ! h" (Bit) nails at 6" o.c for , r ,f k f.... Wall plate to be properly "` Wall plate to be ' �, I I %" 2 2 x H _ _... 3 2 x 8 o aCtAtMiBtivm, .. x . -. 3520 it
e „ • n + • .I n f - Add blocking panel (not shown) at - a ... a.. a ,. a
,s ,$ X a] A Blocking Panel B i f r $ # t anchored to steel beam properly anchored • v 14" 2 2x 10 4 2 x 10 s rear 1 Wrong, r .4071 .b..
r - ">' - :f '..,a #7 S' -D" o.c. for lateral support 4 d tl X r d a f • p .s d -/ to steel beam
i Seepage l3 • - amo.x is x
p D a x.5:0$'q ay W- o, #••o Via.•* a,x p,. .: ,x fry Ib"... 2-2x10 4 2x10... s4*sK.,aena a: 407i !b
a ::O in. >. Iti o -j "m #Xo#t r -f' , for nailing amwatl "a 0.-2p`t ora a- x - '.51!"
bt'.r-:...,kls a " r.. -,--moi, Plywood can be replaced b OSB.
,t * , tm a A6 a#„ B at { ,a•a...0 ,:„-: «"a, •" t.. Backer Block P Y Note: f the bmaz mgmiload applied exceeds
for the entire length
e o O o a O c n F a a I ¢ 4• o tl• • a 1 \ y Ya _ load shown in the above tablexceeds the maximum
+.s,,.v nr`o4a'X 's•fl•-rrs8k #' 'y ^'<a,..-
v .x
a + i�.4'» ` s`yxr . . ,.INK r a
Web stiffeners are not required when to flange is restrained - a t' -a # F # a ° a #-'� XYi''..pit
#
9 P g- Use backer block on both sides of Avoid large diameter nails to a� * * ro„a a = t a. a
4 %
against rotation. *' ''a t€f...
joist Prevent splitting. - �,.. B E % �� B * s, * a' •. �� � r' b
x.� aa# a Multiple Concentrated Load
Minimum hanger size shall be half of joist depth. ``@ # 3 k #, B x , *, ti r`. ,- '•y ' -#„ t
Load bearing errs, n., fy,'#` a+ " ;. x ox sa$
walls a *
..P rr.. �tflb o8 -m- ax #a,r S .... -... _... . ,
a �
a'[ --E ` Web Stiffener i f a See page 14 for u a p o a ,'x r^ y # B v.t. z-4., - tl a' R.: a, h a f -
Hanger Connections � Squash Block Capacities 4 a « 4; P �ts' !q
Stiffeners are required on both sides of the web: See page 14 for Maximum Loads s # 5 d- 5 • e'.5
• Hangers with side nailing for Rim Board qi.,7 cam - Steel Beam
^� • An hanger with sides not Simple Spon Backer Blocks w '
x Steel B
co- .w o •• -*�^ Y g q joist
r.a 7 § , , `_' :. { a tB 5-...9 containing the top flange r
�s o:
E* or#+r xa .so% o(the joist. ,re „r."'x • �-a
kkkk { _" t „.., " - !a" �, „, • web s<iffener naaed 4� - • _ *;• ,.. . _„ Squash Blocks at Interior Bearing ,' Connection on Steel Beam Bottom Flange
Double pis
'a rr • rf e B a Blockin Panel, Interior a vir t
pa^ 1 with 3-3"(IOd)alls for
d•oraslia-loagaa t•- g End to endI is ?c;.: «' """,,; r*, ,+.. _, �'".*7'.: r.
9 i and I d' joists, ---k, •.73 End to end ta'
x #' • aif + a Y and 5-Y (I 0i nails for a 4 Auslm"
# as - web stiffeners are not recommended for this dealt
14' and 16' joists a g # 7 "r i arta •. _ - See page 13 .A ` ' Steel Beam t r v x a:a m �+ r 4, ,,.. of - R ,w : xa
r ., aa•' _ ,'' rv,tl a-aiiia*'a
4 I
4 * °.. +"a` " `s *'- x s o a a "ry Use 2 h" (Bd) nails at 6" o.c for Add b'.ockirg panel for paling .r� s s - *
TO Mount
Face Mount a a 4 '. ash . ' .5 is d r • a s i z, A Blockin Panel of shown) at # r r;, # B a r g a t g fl a fl r 'tis =S+
f _.
-s fl#a4ds' IS -0 o.c. for ••kt••#a ._} g•x� rade r.- : ms 4.xa
Spacing shall be located at Spacing shall be located at " : L•= - " 'r 4• d B a d',:. _ lateral support B a a=, • a=:. Al6' r ,. r :.. ." " a B • a B B X fl # •-a a f-• _ d r.... ;�' qr r'i x?p .a a- ''"x a 4= '
q "..:sB # d .s,„,aa+, fl-t§oaf tfla tf Y.fA#ga- a ., e 9f a5. ,, ,.
41a .. 'tx. 14
bottom flange level. top flange level. o -j ,ffi -ti'fa, : ! - - a a*B a a n 'a s t s: # _ t5a a' 1 B f t t a X # a r # d a § &-# a .- -- t -t'ta . r ''x, t r
a d •.. - #, a , s h -s X-ad3 $t 1.o- st
.,a Web Stiffener - t sw„ sa. f o n. >§,a #ads -a o... a& r z-• # a,#
\ x .,, 0x •tura,. .,.» s •so..'_...is. 84* a
Rim Board .� - a '* o a # v* 4-r a'tt;ar -, r # #'dam• a r, § B # r B # x 4=:
' 4 - is
', :. $ k - " # b d.,. `-t* ,, .Fs ,• * B•' &� v- Y $ $. $ e � p fl d d k: •, t p t a te= :° '� �y
», ,,.: .' t §' r *"# i t i x a %,S 8 9 '444$ fl• fi- ,- "ins., t 4$ S'°$! d 1 '
( ,a t `�i - a & ` ''$'. oe.- 4a x..a tl y+ --a. °i `•a. -a Do not bevel cut joist $#§ ry Xr..ta
• s4 .' as yava.. a'4-kYa - r#. of 'g• f 4
*'K a.q.. tf:• - x'a B -`^ „+d„ ) =,a beyond face of wall. "B ".d*
Web Stiffener B a
#a.• gt
& gr-k�'d: t' •+ rr-o-f' �'*,,,
ori
Allowable Joist Retic on (Ib)xi ¢ # §� Capacities # ti d -4 • \ *' # # 4'
on each side
Load bearing I a B is $: ,• .. n h :r. 4.,h' 4..
walls y'�' See page 14 for $qumh Block •.-„� 4 + - ^ mall errata tc ored �.;„. � � g Use 3 i (16d) mils a: 10" o -c.
No Web Stiffener ate.
End Bearing Intemxdicte Bearing Web Stif nener 2 x 3 Web Stiffener 2 Is 4 Intermediate Bearing See page 14 for ""~+ x. B = a ;' to steel beam : a a
(one each side of ie web one each side o fthe web (one each side Mrad" m Loads for Rim Board x fla a .. ...„x - a. -�. . i5 K
Taf
1 ( I % ofthe web - I�Ai sb• A^Ssre. 8•r ds 4x'A•a s#�,a•Fe „'t �s'a Fxixi8 larvE .t YTMi �'`§.�.. .,..i B$�
•xaa a§:a "#aa s•. rrmr 66 +Rw a - x4'.'
* I,.,... x i } . * x
n Header Connection ... id -. *'« • .. .+�, ,� r id, .' _ .. .4 a a t+ x a,a.>< t• Z
E Blocking Panel, Interior 7eb
cks at Interior Bearing ice:: Stringer to Joist Connectors a d 4 joist hanger size and nailing to
Side by side eSee page 19 & 20 for Double Joist j gg ,ConnectionDetails be determined b desi ner ' y g Double Joist
sareot recommended for this detail „ Provide web stiffeners wherexi.s ,� Use 2 2 (8d) na Is at 6" nc for " 4 jOiA « _hanger does not prowde latealy nor. F,:d Seo+: fMir<UdeEsrmo nnr.1Ma<e sr -,one frLn F,aa�rr Mr.f in sm r✓•r:. hnm,ed�are *�4j Blocking Panel panel l fit'=gab support for to flange.. k.. -y- '*-"X: Rows of Nails
Depth w ge 2 of 3 of I h^ S o(3 �" ¢ 0 3 2 a ' of (not shown) at t 4 r #' I k a"'^rt PP P g ' g JOISTS Filler Blocking on each side Backer Block Number of Nails
.� _rv._,... * a a BI - • a ° %m is :..a#, . , .tst'-tip.i ¢ ,•::ry -P"-�
...................._,_._....»..............._......_.......:..... ........................ .._.. .» rw-r•.a.xw .....,". ._. „..... .......... 15-0 o.c. for ashea ' - ata. - ,.. ,,,r {,, x ...:. -.
IF+" ,: " `tie- ., .y+. • 4 I -a,, a • s 116. -i. ,e , f :. _,. -v. .,. ``*. o N c Ye + h ,1h, nc Y. Use 2 :
9 a 144 387 2929 259 ' "- - 2484 3257 .; " lateral support 1141
a a a .. > • " „�� 4
t . ,;,+ . Y x * x x x a ;. t s :... • �'-, , '§:a b • r-•- a t, .i 4a,
+ ✓" + .,+ ,:: ,... t *.:..+ t : s ... t +:, . ,:r-., , ` a,� ,- z.... t• a • a a a:e d. ,.x. " • , -(. x '"' .; i... Xn 9 2 x 6 +Ye PM1 ood 2.- I �" OSB .:.
1144 x .,1387 x +2929 4 x + " . x 59= x ,a , x • x ., ,: + . 2484 * , *:. X ,32$ 4.: B Yx- .,F ( * a a tl a -r�'
xx .. + +..,+ . Y„r , x � 5 (a a... x xp.,:.- i -".i + , 8= Baas.. a � ` p Q
„ 4x ,a x,+...4Fxn -,.:+. t ,..< 4 ,.., -:r-.,, 4ag /w ... 4+a
4 v n , , X n v + x a: , F 9' £- 4 r p.. , ",: v " r +� .r-.a.,}'•W:.. x £ `$.... \ 8 $ $' q f:: ) M1 tY�
,14 J 4V4. v x 'a , k. n n 257' t' S 4 ry { '4�.,. - �: _: - d. ::. - 36' '. ,dryy .µ. #,,'{ B A • • B !N✓Ol' .3 F d+ '4'4 IJrIr6K
'-1144 •`i 387•_ 2929 x,K .xa",;„.125 +da. , +,. ."2 »3 rr� jj � a� Ilia zxs+�P d 1iosB �,x
a v , v • • , ^'+t ' ?'" • d 3f_ i.. R C • p'.: S y A ',? B' # M1 .w } •. tl G':
+a .tin a +3'k 4Yx #,.-..
Is... ,4 uXt=... n#4#.x,.44 "t p.. y Y.. yx. Y A3*+-�8
a p o # x :ata x a a::a a 4 t a,:, a -a a B d.,7 x. , m St x a k •'r<x. ax t w &: vA. .. a.-. a.:a..:
•.. o B:. 0 4 a I 4 I * =2 - X �„•, 14 2 x 10 + s/s Pij=✓✓cod 3 I /e 0.6 a xee;uupe` �dngEr -
59aaa a==.K - 284.- a5tl *... B: a.a a••*.t flan,•.: -1q•
*&- t - ` t. - -
4:a {I r +: a t { 4t .32+5*7+ s x .:, . # - - ."' a ., f'L•. - r.§r'. .,» F. , . *
: •::,:x b K,rb �. # 'a •- t rsa: a� ... f ,` -= tri,
...-° :>•.. :: h# k ' •.#a•.` ",a'"•r,,rm*r .*`w*a #T•:' ,*5,,.. .het k, 6... 2xio+"
Notes: ,w
-g . ;� ry -, x s ywood 3 I /s OSB • •*
•_• r itrad xX on.. •'y,dr 4+xd l#..d " �Y aA M',F
1. Wel) Stiffeners die required 2. Web a2 required t0 3. /k spacing between to flange rax p • a` .u, ,... �, a- * a.=x a +,+ a v a x ry t 5 3 f'(IEY� floY* • x a + yt p w 4 + .. lSe,.{'!�C
9P g P g Load bear - Is =a.- .. a, .,*, I1 et t y .x :F4y a X o a e
when joist handers do not prevent buckling of web as and web stiffener- 8 w` "* "$ a a s *, ! v , ,.,pF= a • ,* ` a a a a . •. t
o - B . t 0X{ so
4+a'*0., 444...$.. W
lateral) support the to flange loads are being transferred to See page 14 or Maximum `-7 *a x - * - n 'x"* • d`'..aan. 9 %z 2 2 x 6 2 2 x 6 F 4 a ..a +. „.a, a *,
Y PP P g g pg f xf t:. sa , on: . a as xa, B s€ta:t
of the joist. end reactions. Loads or Rim Board' 4
f "For $.f 4a,ib * a diff Il zi's 22x8 3 2x8 ar t5dfi*arnormOwstas a
+ x See page 14 for Squash Blou ' # a r to- •' f �',. 14" Z x 10 « sea-Mu*J r h
a 2-2x 10 3 IBX inch 5 t,' *',g
* d 4. 4. 4*t U
Capacities `"-. _:.. ,• - � k',_ Ib _ 2-2x10 �... 3 _ _.. 2x10........ *., oa.ao*a is biostx a;,a