HomeMy WebLinkAbout19 Cutter Lane - Installation GuideFloor Performance Hole Cutting Chart Hole Cutting Charts for Residential Application (40/15)
{ Minimum distance from inside face of any support
ro
Minimum Distance • • -:
pit,� � � Minimum Distance to centerline of hole (Round Holes)
.e <
-.. An increase in floor stiffness will reduce the deformation caused by Minimum Distance Minimum Dis[anre JOIST DEPTH •HOLE SIZE (IN)
TillImproved Performance <——
? a& s `" v r+ x- _ service loads. Also, the type of sub -floor, and the addition of bridging - sP"" =s * 4a -t -x "'ata <= w * 4 as ; 1"+7"' ` * PP a.... a " * "r
a.« ,,. ?. _ s YP S g P <i1,774,lr"+aaxaa •xv$aa Q«}b..x _,•:,.. x..v.
and other components such as gypsum board will increase the .. .. , -w _ _ (k) 3 6 9 12 I 6 9 12 3 6 N -V-0'
3 6 9 I i
,p --- Using alive load yr a•a'.$_.,, , .-a- a v' -a: "r•-,: ,
rigidity of the assembly.s ,•s , _ " r w s �?
Y defonnataon .'U480 *'" w a + 1 t5.: # a t # P P+* Y § .a ' "x Lso F'# a x a.y x P .a-q+T t" 1 a #' .
Gluing the sub Floor to increase B ` ,i k0's'., "*' ,= 1'--G"a,".t• + ", sx, la -4'• 1+(34 -lX+,k-�f 4'*0" at"--0"the stiffness ofthe assembly and - a 44•4aa t•-a',,a * #«•. p.-$, rm,y,$F,.C43q,.yN44r-_ _ _ _r erformance can be Ira roved b . . , , _;+ „-r• t, ,+ =- x -w -x. ". 5 . , . +10 a,. ! I , . , , ,. I' -d I -0" I -0 1'-0 -0 I -0' I -01'-0^Foo P P yUsing a thicker sub- X 0 t�0 8 reduce deformation. •* " ° '"- r. ,+„ -°- ` „ m w • + a- x. m.b., '_ ,,, ' I%a.,:4%a ,1a-0,,.�1-�',1 rLr', x= a. 1"�a"1.-a()b 1-0'"„»Floors hence boosting14 I-0 2-0 - I-0' I-0' 1-0 I-0 I-0' I-0' I-0" 1-0'
the performance of 0'0y8 p 0 4.4 0 4¢m"..- theassemblY t#$t a -Pa tot#49tI n < > -'v -17 !' P I4 1 ' 7-YIdsr0"�,#008(4-•Ota5-4 116-0a>r,r _ I,00t 00 22xL2* I -0'I'-0' 1-0 a-0Minimum Criteria at8t,t4 44 010000 v' 80&000 D D2 IB -0 4-0 -0 I 0 I l I� I-0 1-0 z-0°0$$�#�0� i < � 130"q,, rear»r»,i�a-a„+-9'+,,i-0r 0` . 22 3-0 b-0 $ I-0 3-0 I-0 1-0 .a. j 0
Ole a 0 a 4 0 :8-J»J Minimum Distance
/:` t" va: 0 0 `.8- 8 ,m it a a - - *More than one hole v34+.... a_a t+x.... «a=4. o-+ltnitit 4. +,. ae r h s, e f,..., $+xI �J E'-0' 2'-+0^ -5-3
4 t A.F 26 2 -0 5 -0" - I -0 2'-0 -0' - I'-0" I'-0' 3'-0^ b,-0"
sa,., * 0 -... a"` st$80 a Ir n d
-I , Po x ',:.. . s' „ „, .-„ + #" -0 0 • ;, a :x.. If more than one hole is to be cut, the length of uncut web between holes ,I -0' 4--0" 7-0"
'.'E`.:._ • 6 „ :. ,I /�!t, -.k ,r ,r t' f, , ",az.,,R8R00',,, - , ,0,
:..I {,r ,'' t,r ,h t * ,{ •, 3, y, . + , " 1 +; t * s'8 $ * 4* 0 r,, 1 t 8 8.-^. r. ff . `0 ¢ ? $ must be twice the longest dimension of the largest adjacent hole. _ _ _ -.
m
:.: , ba pm 4. o a s s $ » o, *tea " a e•r '* 'f' - 30
�r��t 1-0' 4'-0' 7-0' I-0 I'-0 5-O 8-0"
a.. et*$atti tt ° + ;o-++ 32 -
)- )4 i1 .,. ., I * " ® ,• • ,r' " ;t• t. Y c,*, + a -m a sa m- #9 # a » f F`0 0 ,, 4 k b. No $ _.
..-* y ", 34 - - V-0"
rC
-..-....._. - '- P ' • v 8 * '. a . m .a`x * * o- a .=.: -0 3,-7 7 -
'Or
ashaa$;a.»$at« Minimum Distance from Inside Face o f any Support -
» x a 4 • $' ligidit ogypsumboardto Minimum distance from inside face of any support
t3 8 4 Using a wide -flange product increase the weight and the
a - 811'00'# �- i.e.a2x4ins[eadofa2x3, rigidiryoftheassembly to Centerline o f Hole •�
-.,._ - 4 0 8 0 0 ..
to reduce deformation.
to nearest edge o hole (Square Holes
To increase the rigidity, d the assembly Round Hales g f
• ■/���1��f�� /^� ■p■ `/r1 �A.• .tF 4 add "x 3" s[rappirg and blocking at Il P '-++'-- z s9 h••" x ° m �" JOIST
t'e , P s a = s :# 4 k...- a
Gogh Performance ■ • •K■.�r�.r • • JOIST DEPTH HOLE 0I w'N)
mid -span. "
a » " San , 4#Par• 1 r»»m"--••.f4
Pta4 Id"
Hole Diameter
(k) 3 ( 6 9 12 3 6 9 12 3 6 9� _-„ 12 3 6 9 12
P a Disc Depth , n n n , n n „ „ a n q�,+.ry s, , a
wta t _.. ........ ... ........_.... ....... ... ........ ..... ............ ............. .. .............. ... ._.......__.. ...........-az8$a,9 J)': V'Yxr Po a,o- s, ix(P t,+ ":.p laka a,a, - o -a - ,-�0+ 1-01 " 51 "f
Floor Roof %/SemS P ) P 3 4 5 6' 7' 8' 9 10 11 12 3 ��, l Imo'*_ a i�• l�
8 �' < `s s Other changes, such as Non -load bearing walls will also Each additional component in relation with consumer need, 9 �" 1 "-6"" 2'-6" 4'-0" 5'-0" 6'-0" - - - - "m 12" r *1'-U ° °3-0'' ° ¢ : s -w al sp I P -FY:• + P * "' • * ,�-•,0'' �k-0' "'�+-0" r `° '$C . +1>'.a - •�
g P -
„°� ! ' }f`.,�'• , " reducing the spacing or using reduce the propagation of Increases the capacity of floor you will ensure home owner f 17/g" 1 '-0" 2'-0" 3'-6" 4'� .5'-6 6'-b" 8'-0" _ 14 I -0' 14-0' + r r 1-0^ 1-0' 11-01 11-012-0 - I'-0" I'-0^ 11-0 3-0"
a deeper joist, will also reduce shock waves and boost floor to perform well under a satisfaction. ....... .... ... j'6 a 2-rf "•5-C"'i' " b. bl -G^ < ;i'" -ti^+ P p� « • * ) a0' , #s -p' • +3-0 = °-" a -0'''r0 ,.,1 aa'1r`
* �t - . v deformation and augment load performance. However, the dynamic load. By including 14" I'-0 2'-0" .3-0 4-� .rJ -Q b-0 7-0 8'-0" 9'-0" 18 • 3-0' 6-0" j 1-0" 34'
"-r - "so: harm thereby enhancing floor contribution of non-bearing those Installation tips to - -- a a ° " " ' = :` ^ " ^r +at * f -' '} -q^
This Installation Guide is intended to provide general information for the T t' t � ,t h._�;., ,t' e sharing, Y g g P „ - - „ Fir. ,I r9. m 4-0 ) ^ �tlr + =5-0"r ' a= a 'f'w0t' I' -t " -3"-0 f6"
JJP* $ =, "..,
performance.
9 p I6 1-0 2-0' 3 -0 4-0 5-0 6-0 7-0, 8,-0,, 9,-0"" 10'-0 11 -0 22 . -01 5' 7 =m 4-a" `,- �" a ,s a s -a
designer and end-user. For further information please refer to the - PrP $ a as 4 w ' ! „ } 1
sY� ,� � Furthermore, adding the weight walls is difficult to quantify. Increase floor performance 22 5-0' 8-0"a 2-0' S-0' • I -0 3'-0' 6-0' - 1 -0 I'-0 i 4-0 T-0'
ALLJO/ST Product Manual or contact your local distributor. ,t#. g g
d.4-_ - of concrete toppings is an Minimum Distance from Inside Face O f any Support 26 a-0 7-0 I-0 5-0' s-0
iti .ta 0s8.Mt0 v#a#its ars =n4"+,: excellent"performance floor _0 Bridging
a30, *.,, "'ir -+_Y rte„ "r_ .+. x, a+t-aa s., 3�0 P -C ,10-0 q~t"
»+air assembly$ to Nearest Edge Hole344,xPxtP k r_P ,taf.x ; }. k„+_P
$'4 t4$ tea*s =r aPt €tea s ase --a.' ° a.. - - - 9-Q ,0'-C”'
Its s't a-a-,-arax aPou,.•a*tmr{a
Vis=
Square Holes
'
Hole Dimension Minimum distance from inside face o any support
_ r "
4 , -. Win, �4f '-
to nearest
• " " � r .� a � � � ,� „ „ ,� �, „ edge of hole (Rectangular Holes)
Joist Depth 2" 3 4 5 6 7" 8" 9" /oil I I 12
�......... .......... ........ . ....... . ... .... ......., ..... ..... ....... .... ......... OIST DEPTH •HOLE SIZE (IN)
91 2._6„ 4,-0, 5,-0„ b, 6„ 8,-0, — — — — span anti;'x.Pab¢Po ,�.,sb»•o ,r
+Q
-.. - -. Rt4. .a q. � a�• -r" 4�Pa4i#a ---- -- ----- - - --- --- -- - -- --- (k) "5x8 Sz10 5x12 5x14 y]xl0d°]x13 7x14 I 7x16 IOx12 I0x1410x14 *NxIIII 12xl4l 13x16 13x18 812x20
2'—b 4'-0' S-0 6-6 8-0 9-0 /0'-0"
s a* F-— — — — 1 a z-0 z r z z' m. z-0 z o^ 2-0 ' z 2 c r o" r—�" z' z o Z-0-2-0,, z,-0,
We a[,' lhance"Forest Products- msrs:Inr• guarantee that Alliance Joist S}stem(ALLJOIST) products are fret from defects m materials, workmanship J:a r a-; a'+ s x. _.._ -
-_, - -.- _-. •,". gnm�a.eri+�,t�-` -
„n and wilj.rwide cons,srent consumer satisfaction. -. _. - �. to . a:»$-�+aW 2'_bd.... 4,-0"_. , "_ _..' n _,.. , _. , f_...v , -. ".. i "... - -.. 10 2-0' 2'-0" 2,-0" 2,-0• 2'-0" 2'-0" 2,-0„ 2,-0" 2'-0" 2'-0" 2-0 2'-0" 2,--0^ 2,-0" 2,-0„ 2'-0"
an8desg p - °.+°..#4..a<.b..atxaa , $x.a �:.. 14 -5-0 6-0 7-0 8-6 10-0 II -0 12-0 , -
.�_.: , . <' a.a. are»� J- _.._ _.. _ __. ___.. _... _ _.._ e 12" 2-ry ,3'-1)'.:3-0" 3-0 2-0 3-0". 3-0 � 3'-0' 3'-0' 3'-0" 3 'J 3'-0 3 0" :..3'-0 3-0'„3'-0
8.. a V o v 1 0 »..vola a•• a 'apt 8: ' ” ,,
In the unlikely event that one of our floor or roof systems develops n problem due to a defect m our products, we well promptly, at our option, reimburse -a aa. 40 a - s - " " ' " ' " " ' "
�, g. w x t 16 2 =6 4'-0" 5 -0„ 6'-0" T-0 8 -0 9 6 10 —b 12 -0 13 -0 14'-0" 14 3 a a'-0° a-0° a-0° 3 a ° 44 a' a' a'-0" 4-0 a'-0" a'-0" a-0" ,-0" 4-0 4'-0
repair, or replace the defective roducts at our wst,. provided that we are Riven reasonable opportunity to inspect the problem, and that the products: " .a;+: " a Use x 3 strapping directly , , �- b +•
" P a + , �, +,. • ,� P under bridging in ober to 4:fb ,:,-4-00 .,,r' 3. •,5',-. 4-0' 15'0',.. #"-"r7 zSS-C 5"-G"' S' -17s ?-0, 5'-0" rS"0" 5-C. •5-0 r;s,k
,1. have Feet 'properly handled, storesd and installed in compliance with the instructions detailed in our product manual or our written instructions; nrul *;44.. C -f $ :a # optimize the floor performance, Notes: I8 5'' 6'' 6-0" 6'-0" 5-0 6'-0" 6'' 6'' 6'-0" 6'-0" b'-0" b'-0" b'-0" 6'-0" b'-0" 6'-0"
:. 4-2" _h u-0"'8 t,a'f,i' s'a'e 4& #(' Nail stepping at cash loirt
• _," e used for"tire. u .for which they were designed. ' - , a 8: A'm-0 t #.. P x111 '6-0 y -"G '-01 a7 6,"-0' 7 "' ' 7-C 81_0" . -{I" -0 7'a7"
"2. have,he n , p rpwe,. 1 g : - " 4 * with 2 raon and at and brOgirg I. Tables and 2 are for 2. Tables 3, 4 and 5 are for 3. For other load conditions
• , ,,. " , - , , , , ,...' a•• •- • - - 0f• a£.8.$-:: �� � u r-4,,. '.�
with 2-2' (6d) nails. uniformly loaded maximum uniformly loaded maximum or bele openings contact your 22 7-0" 8-0' 8-0 e'-0" 7-0 8-0" 8-0' E'-0' 8-0 8'-0" 8'-0" 8'-0 8-0" 8'-0' 8'-0" 8'-0"
"•75ns amd[de•wdl roteU the owner of rhe strucrute, m which the system is installed, for the hfenme of said stn,enue; but ¢will not apply toand we - s a & loads of 40 psf live loads and loads of 40 psf live loads and ALL�7ist distributor *24^ * » * a pus -a a: » • * * * * x�',-p' , q�q:, a ep._p"1 g'* :;j gy;w y+_ , M • +-0i' Fq r , q�" r,'om q" qui:
p'+,: P P P -simple26 _ _ _ _ g'-lT 10'-0"110'-0" 10'-0" 10'-0" 10'-0" 10'-0° i_ -..'
will nix be liable for any umacgiienrial incidental rir inducer damage resulting from the use ofpylr p(oducts; „ , ". „ , , * as 4 0;t -4' 30 sf dead loads on simple IS psf d=ad loads on --"""
,.. .. • . "„ , " :. ,+ , , , + s ,:, + , " Use ALLJmft for bridging at • 4 _ span application. span application. „ a: - -(7 1
Loc2lty applicable (egislannn may give speafrc addirionai rights - ' + " "• "' " ' „ + , q mid -span Tce nail oil- 11'-0" Il' -0 II'-lr i i"-0 I�-0" - � 11 'OI -0'_ 11'-0"
„ p+..„:, • •'• ”^"• , a,a"a. ,,+.""+"a"«,-aarPa*x:u ,s,+ '- bridging at 30 - 12'-0' 12'-0' 12-0" Iz'-0" 12'-0' 12-0 12-0"
g 2 the (8d)
a 4 " ".
each end using de of top and 32 _ -
- '- - nail on e. -chs'
- -1T 139
34 - - 14'-0" 14-0" 14'-0" 14'-0"
Cross Section Maximum Floor Spans—Glued & Nailed Load Bearing Cantilever Load Bearing Cantilever (Brick Ledge)
Working Stress Design -100% Load Duration _
AJS 10 & AJS 20 AJS 25
vta,4-11"a aaa4rP4#dI n ue 4 ads+a"8 4
--> 2h" <- .-> 314' < x&a 4 v a to 0a as is W4, ve: tea a+#e$a a•*a-r *a Brick a$ -a e-*, g • $-P w
- Roof Live Load p r 3 psi 40 P r 50 psf
Brick Ledge _
» $"'
a $'4 *a a as TA—FK, txa n art'
12"length of » a " » a » a . :.fi. 6q� 'C+ o o lot $ 9 c . I 0 I'
=0 ,. u.e3oeaa li" 16" 19.2' 24" 12" I6' 19.2" 24"
, aPo»r
3k t , '' ' L.• (P=n m0 m a» a z o 0 0 0 o u e o o 1
2 , ...: 8 , .: -► <- Notes: Eta 1a. r.a m a,P�y� n s r " m.' , ra n4 a " t +" a c,a x « � * b K r Cox #a s R O pr " � Plywood v, o 8^^=� » y,,r 0 re 2b' 0 0 0 0 0 9 c 0 I 0 ,
<- gflt 4 ,(z a , a:u+.IWe:. , •70r-�3+,: • Ilat6 s : (e€i�-±3 a �4 � �f�-:*�` •1� 1." �g I' �4•-*Ei Roof Span �a reinforcement -m v si e a a e $ $ s • ,.w - • u
> E ' ► < 40/15 9-10" 7 2' S 8 4-0 8'-0 7 ly S-0 4-0' P an n. t a4 401% a,*"4 'E_x#"x o $'a 04 a, a • iP 'I • 0 1 r-
2,h' _ --> 3 y ` I. Spans apply to simple span _ m"_,._ ,,. „. -. a •s� a s t e r 3z o 1' 0 0 0 1 c I I o I x
>_ < is 38' k+ani,.+a *a rr...... tt;f` k i...n i__ r,r,$ :,.q - 40 psf Live Load ,r*a" xf $a as»t, two .� .T s;;4 f1a t,a+a r i...
ar _
]_110-_; 34*-�.3... ...._._.... r��___. S 3.» "a$�a $ .. a a , a as 4,.++ ` t..ao- Sp t; ixaa $m#fsts '41, ,� ....
application only. /9--f) 6 f I -(j 3 5 ' a a •..' +('a $ d'e _
' 6 2. Minimum end bearing length is 3 a 40/30 )7i=--7" S -3 3 I f 2 5 IT -7' S 3 3 I I" 2 5 sf Dead Load z' o" max a x *ate _
fix.
1a * r•..m.• a••r-u•a-„-•,,v *-r .„.,.,-.,. a. -,R.-._.-«.... ..» .,, ,»».»-, ” »-_.__ - *,4 P"', , a v a P $ C 4 0 0 1 I a I I 1 x
E 16 14 1 15 , except for 6ofd s ans Fa 4 a �n ��� - - "8 a a P'a` ^ a • $
r p, s, h+1 -p »,}, +, /, gyp....». q.
.-► < . _ n a x,try/ a x74” If "20,4 al%.r#1 n 4'�'= dL+:-sk *fin tVP-"3' * IY 'r x l]t �: - _ - - -- .a't" & • Y 'W'1lLa • 0.,q * 4V 9±4 c°�r 26 a 0• a0 0• 0" •0 0 0 0* 0 0 . p0 1
„ 4 4" Il h" min.3{h2 ataJ . $ i4• a.» t , _d,__ J $4 at"$t $t Aas ya";e,a,r aaa oP rz v en q'4v.
sg"11 ht 9itkwv 40/15 22" II" 19 10" 18 2" I6 3 22'-3 19'-10 18'-2" I6'-3" t -t* 1, xr a 30 0 o c o 0 0 0 0' o o x'
1 Maximum spans are measured €sa •.,-,• r,"� r " - - - # , , - - a u i 1 . , ,
centerline to centerline of tot rt. a,1$+$.. "is ._...-a.,".. ,,. , r v4 t$ o ,* " ." ._...m
2 ",��2 ,: -I 19Q t7€ *S 5$b .2 ' , 19 T� ": • * o, b,, 1;. r Z. 24x 4 1 . r0a a iof 0 0 0 r o' pr X
- `, q -" 34 0 0 0 0 o a o 0 1 0 1 x
bearing and are based on �4 40/30 20'-4" 17 7 I b'-1" 14� 20 1 T -T I6'-1" 14'x{ Plywood Reinforcement ' Double Plywood Reinforcement a # ` x a § =
g . • ^ s t a nib. a a a,.0 10r b ,rid+ 'e 'i f , "X p' ;1.., X.
Ih" IK, Ih, ,Eh In"
__- _. __ HI50'.«.,.,...- "- .....- - »»..,. ..g... •v'.^ -P ,r..vrs 0 a §' 't'a"t;$ 0"a'+` -x- „ •m-.. _a * ,
_ , _ ' - y"
uniformly loaded joists. I•nr a } a a P��ytggryry'. ° °2"br-t1a': } 3*- '* . " ... - - ..,•... .. - g and bottom w, at2a" 0, r0 0 0 a, 0 1)"' 0 0 is so,
o:rt to a
4. Total load deflection is limited Fil# 40/15 25"-5" 22'-0" 20 1" 18---0 25'-2 �22"-0' 20 1" 18-0" „. of APA rated sheathing 3/r" APA rated sheathing flan es. 5" max. ,14'a d 0 0 0 0 0 0 0 0 0 0 X
to V240. Ft a $«aka �-�P * x r -^ - 4 b r s t P * Po ,a ,f + P ra ,- ore uivalent Use 2" (bill nails at 6" o.c. when ore uivalent 3 N" min. , n " p , '0' o a" a" 0 0- 0• =0t $--.r axr.
ta4x Pa +x t'tltr„Po4I $�0�1 j24'Por.+ ala�x,.,t x t7-rr. n 1 n ” = -
$ - "` Use 2" (6d) nails at 6" oc. when s x= AiLLIW is used az blocking .,, - u + , 32 0 0 0 0 0 0 0 0 0 0 0 X
5 Refer to appropriate sections €o0 40/30 22-6.19� 17-10" IS I1 22-6 19-1 17We 0.10 IS 1I' LL„� � t*°*P
of this Manual for installation a......... k .,,.,» ,.,.•„ .,_,,.,.. .... J"""' g ,;: 1 `°"a,�`,,� Notes:
ALL is used as block n '•w+~~•
a a t a a No a O a pf! f 10" 9, �rh m, 0 Yis X .0 0� X:
guidelines and construction aaa 4 Ib' a 4 P40((p.. 851("* 25'-p"" 2"-JO"x b P "• ". ,r s+ €a x a "^ `.„,*,• a* $-. 36' n e o 0 o e o o x 0 o x
,.!" - _ � . _ „ a" , t +2 rx r r 7/ .Ij a } e2 -+a' •L2 )l 20 _5't " '.w,"q,,, ,: .�., I. Use Y!'APA rated sheathing 2. Nail plywood to top and
details. 4g 40/15 27 7" 23 Id' 21 9 19 6 27'-T 23'-10 21 9' 19-6" "°"+"'- ) „ " "1 - 445n 4 ply or more for exterior bottom joist flanges with
fo » m * ",-* °'"" - , ^ -' ,,.- 4 ,» p- ,P ... ,+ P r ' ," a -- - ;i'. - ``-r- -� '.tom.` ^ ., »_ —. + , ` " �._,—, -. exposure or equivalent. Install 2 L" (8d) nails at 3" on center Assumes a 40 psf live load and a 15 psf dead load on
6. Allowable spans take into Ft 0 t 44,. wa a4p/2(} , 426 5 0..7,2 "Ili �]-��1s ad��3+ " ��1-.� a P ��'�iQ *20 "J'0:., a jg�';. - - - , , . „*:�..,,, � v. - .-sim' full depth of Dist with face except 9 fr" oirts, install the floors, a 80 If wall load, and a 15 psf dead load
consideration the composite "' " ' "''. ' _ P 1 P 1 P
k 40/30 24-5" 21' 2' 19�' 1T-3" 24'-5 21''-2' 1914' 1T,?" '�"`• ""'',,,.., '� '-'�' ii 1 y grain parallel to joist Plywood nails at 2 Wen center on the roof.
®® NOT
effect from the nailed and >,
glued subfloor for deflection 111 +P pr'„° §4
4+041
* « r a + y yr x rt� Y", r. q,r x qg aq« a " a ryr f -a + m �y q " ^ p' •',i reinforcement to bear fully on
Poll s$#`k4lt gU:.ai-r20b,, 48 "I�".,SIL ",+,a"-1 ra ,A4.: `h 14- 1 #4"":, 15-+'�'.:
_ ,'t }, * ° • y� a -J; b*- ^ wall plate. Nail plywood to top 3. Provide full depth blockin
r x's,
purposes only. " a . a , :a a " -,- f a Po Po *+ s a, r " " k ^ t x`r + f , P g
40/15 20 8" 8 3" b T' 4' 10' 8' 8" 7 I b' -I" 4'-10" r a *sts
x .. r at Po • n x t and bottom joist flanges with
between jai
Pot as axa-a» x p +$6 ,ax $»ease
"*- a b x r ° ' , a $ a z *• ` _ Reinforcement Legend:
7. The adhesives used should be 4 t f t t 4 AVVI '"20'-8" _ af8-a,,3 a 5" r'~ xx r a " e $ a n n - 9 m 'r x' ** * * . x a 2 h' 8d nails at 3" on center g
Do not cut or notch Do not bevel cut 'Dist Do not birdsmouth cut Do not hen Dist b to flange. .. ° ".l " • 1a + + » P * $ ^ s ° + "- °' 4' '' -a* r fit' f� a f$ asp`'" *' * w a• %*,+1.4 4 t t 9 d..`• a ( )
J g 1 Y P g approved for FmberlFra 4, -t t t 4-§ 4 44-0,a a -, a 8 f a t# 0, 0= No reinforcement required.
flanges (except for roof beyond face of wall. bottom flange at high Plywood to Lumber Framing k 40/30 8'-0' 6 2 4' 9" 3 2 8' 8 b'-2' 4'-9" 3' 2 t $ a t 4a t. a P ,» a
._ "s.�_ , . _....:. +..a i m n:;. x SF M'b"5''P s'x Qx x+• r-,+-�>$ ...."-.,�-.m.,.. _........_ $ 8 4 4: i•" Po -
q. for Floor Systems.
t " a. s $ a $ �,,, „ • a ,,. , s a x a x r a ": n * ,+,. ' r ^',r • - 3c" plywood reinforcement required on one std= of Dist.
end of rafter. a ,.+,;n f ,.. a tt1.3. v4•: - PM^'1
detects 3-R6 and y t a : * a"4 $ * _" xx t m ; « a' P @ t .-fol 1& $ » JITJa a +• •: 122 x1a ; ". ., " „ 4 l '+ a -q • , b 20.+-3.• x T42 "_- ^18--0 "a 4 t. 2-0 n' n Y t.• V' "s- T-0" max X = Reinforcement will not work. Reduce spacing of joist and recheck.
" + a ,. 4 s 0 p a t`,a t ,^r#t » w::a #. %€PP1Y per manufacturers 0 a -.
3-R7). $aP"4at04'aa tuts tmaatatas,aaAa-t a 40/15 24 21'-0" 9 T' 7 2 22'-3 20 3' 9 2" 7" 2„ t
ANs"aaa'» .a"Ih$t �g�8a. t30 -a r$•x�1a written instructions or see _
s w -a *i $ a-• 4-4 i * - -`- a3 _ Pae 4, Note I I of this Manual 4 � � s a
-a0`.", f. z "• - . ' 8. Allowable spans take into a " a a x tzo .... ;4 '-ria ,' � . ± +� Jai - �
r, c +intu r}ase 4 ', a. p " " r /3 .t 21'--»-. » �_._..I �r.................3--� .)8�a, v.l.�,T--0" IS 3 2. -Omit ��-0"mim.
_._
Z.A.
*`: a s a ' - - consideration repetrtme �" t•' „« » a s �*.., 4 nrq , * b,»# a'p:•..a 4 d
r #,a a}» ar" *$' member increases. n14Trips,+ n a + a +x 4'e ,I9�1z5, 213 0" *21"°,. 1g , Gl on -Loa Bearm Transfer (Uniform Load Only)
atim
tailg
4r r 4 sl 40/15 26 11 231 21 3" 1 I9-0 25'-2 23-0' 2I 3' 19'-0
�t Y ,. Roof Live Load 20 f 30 r 40 ar 50 r Notes:
-$ 48 0-aa4 4 # #2a,wa..,., � aEL"-{}a. x R;4 a 'a a xa a Ps Ps P Pa
i� *• axaa*a• 7,a. ;,_ 3 2 .."7, 4 . ,,:.'VF'T?a
a a "�-P4 1 P g7� .y...
40/30 23'-10" 20'-0" 18-10' 16'40" 23-10" 20'-8' 18'-10" I6'-10" + *j px#i. 4nrs �Po '._ f.21 y4", TIV s f2pW11."Pil ,•, :n: I. Use Y4" APA rated sheathing 4954 4 ply or more for exterior exposure
-••"- -' „'o- * ; s'x. r aaa-r•,'+• o.+r:••ra• ore equivalent. Install full depth of Dist with fate rain parallel to oil,
a ax arta a s as Pt.=* a {n.•p'4 ".« "* --za o 0 0 0 o c c o 1 0 1 2 q P 1 g P 1
0$"1 ria a • Il(1Opt x. x471' ¢. x `��•-�5 t��-*t� • 1 , 2•.I "-ttf ^2%'�I I l ° �,25 =$''„ �4, J,xy: , `,2J', F. -Po • t'. �y o"' "o "` p " '"p 'p"' 1 o i'� o i z Plywood reinforcement to bear fully on wall plate. Nail plywood to top
"$ + o- . ,b 2B 0 0 0 0 0 1 0 1 1 0 1 2- and bottom joist flanges with 2 �" (8d) nails at 3" on center
• • 40/15 29 2 25' 3 23 120 2T I I' 25' 3' 23 I' 20'� •, " Cantilever, Unrelnforced Outrigger at End of Joist
at•:$tas to{, 8,},i $ f y.,.frN41—'2W
a•i m- , ,$ iia V&4[64
dA i ,� spy t2U Rtl �• a Or tOC 5(1 •- 1 ,�• #ti, ee YJ$"Ii tXr,
OW -00 * x a 4a t $ 44±lLU t LJ a -A k a. s ti-.q'd , s 1a d a P u4Y, a o-..: a a .« a a:- 1 rY o , -32' 4 v �0.. 0 0 2. Minimum tad plate N'Idih IS 3 ".
I L '�� 14 f9 9' ��'x.1"I n L t " "'-
8 40/30 25 l0" 22' 5" 20 5" 18-3" 25' 10 22'-5" 20'-5" 18',3" :.:a *.- •fi ; d _ 1",... w ,a t a. a 2 d , a 2. i. ax.
0 * " a Pa �* a 4. (* "0. * or z x I z x 3. Provide full depth blocking between joists. Non -load bearing wall ,, «' Blocking
°0 4 atj "" • "' a10P10 v ° 22 *9 :.' d s Ifs` ,J 'a w q W l,o•-t* ' n x�24!'a-i y n.. +,$,r Pot* r_xir r: a *t fk,r �,•. , , r z4• " o ^ P.. 0 0 „.0.. c, b. , , a a, , e. i,.. 4. Use 4'-0" length of plywood, minimum. '. }' i,. Maximum cantilever Filler Blocking , 4.
a, , a. n .. °.-. x seat ... ,.. m ". s. a a s v t, t o a n G 1 4 0 .1 ' length is T-0"
• • 40/15 22_9„ 20'-10" 19'-7' 17 9" 20'-7" 18'_9 17_9" I6'-9" rt a. ze ' d„ 0 oro 0 0 o a a o 0 1" $ s f r p
r..... t t Po= ,r # .,- -t - w -� m,. " n "e a a*,�, `*;,, ffi a , -" 5. Maximum cantilever length s T-10'. :. g., ,+ r,.,.
Handling & Storage Installation Dotes ♦qct»aPaa$si0/ �a 4 TZ-Mrkr7,-0b»,»26a-7C t(i 4 t"a i� x a , "h ; �� cf � aa, �:r"+ -0e.a aX, �a._i+. v $ � .,., a."
g g az zs Its 8�.� 4 aaha*ta
$ 4:,n ...» • a*.$ -. „ , + oft Vit., 3o a 0 0 0 0 0 o a 1 o I x „z: '
*0 40/30 21 7 19'14' 17--8' IS 9" 20 7" 18" 9 17-0 15' 9" 'a '�"' ' " '
3�' 0 0 0 ,0:.,.. o o 0:.. , o- t, x, u44t 4 t. 4.'f .. t :P
. -t t....... 1
I. Handle and stack oats In 3. Leave bundles wrapped
�4 # s s t'"t , 4 "r"a" #„'a 'v'+'a•v,x -v •++*,•.• .»• + .•... ” t s w 1 g *.. 34' o 0 0 0 0 C C 0 x o I- X r
I. A concentrated a, ,.. »..,: + , "r a a •v'mm +tr"x•*a.. +a -„..,+m ,a... v� 'm tt al•aa'-z-a
1 PP PPY ,axx ..x "a,s” r in a
4
�4
a
.. .. + + P 2 a 3'-14' r aIf '1 , ,,u.. „" " , , b- , , + ,r "., + ; a a :» " w+, ,, ,..- m.,... " _ .._ -.4 _ _._ ` s i • " $ �-m »4-J+7 ' # b b $*� � "x
atlt_✓ �_#2110a,a2T'r1a a 4 $ Y 2f " 22 "a te bat9�ldn 9.a9" ,„a ,0 c u, x o a "x Ass m 4 ”' tp$l' - a
the upright position, until Installation. loads only on the top Bit _$ u es a 0 psf /rve load and a 15 psf dead load on „ ., �, s io w+ a• ,.. =' , aq + r f. '
ea 40/15 27' I" 24-9" 23' -TP' 20'-7" 24'-6" 22'--4" 21'-1" 19'-11" a * 1? x...,2°•_ ° °: o_ J _ �°_. _G " �__ " .° °.. _° the floor and a 80 IT wall dead load, and a IS sf roof x.. a. w ,Ill a m a " . °t - `.�" $ - t • r �t�f - � " 1$� a'}�
flange. Concentrated loads €» a „-,F . _ .-.�..-.. _ a4 m....- ..„ _ a P P t..-« •..
2. joists shall be protected 4. Store packages level - *.. P , r_ ",, t x-. +*. �P-,P-t�r, -- $. , a:::„ t a ,4 ,.: x n,:. ;0__2E _ 3 a 5.,, 0 S 0.. 0 0 p 0 0 o e Alt
n + - - n a P b x a -a • • P a,a t s aPo rix.:
P shall not be suspended * 4 » a a.1 a a 0/_..LL , 52'7" "�"„ a 3t, J a aG�a-4I a a si •$'" 24 #ti • "-°2 « I f , � `-8 a " t a
and stral ht. P a a _ r•--° - - - -r - -3 " x=a . s x -t , 4 r , za o 0 0 0 0 - o o c c o o x dead load. f • a a*.`3- «,
r r ^- 4 8 lap a x 4, i e a a •a a a.^» x S :+. r•"",'% b x +,: a r , �'
from weather and shall g • „ '.Cl
40/30 25-8 2214" 20�" 18'-?" 24'--6" 2214" 20'1 18-3" q '0" 1 �a * Vf : e: txI t.a
not be m direct from the bottom flange. 1 • n I 1 -`� * " a ' r "�y `""` -+,•.. '
• . q"4a'W4' x x PY^✓•mw ........... y..., ..q•,k•tW v. +,...,-....x .......................f' $ 32 a a a a a a /J G x a a X m tai" may,
�e.5t a 4 -5 Po i . y y o i a
contact with the °^"a ".1� . Po a a' 1 B M J § m, "2"8 Q".f '_ f+x e a "a23`=1f"� u� b a •'L a -"I-( ,x d=1 ta.. a w • *91, ,e 03x $ �': 6, 16 t +F p , 3 : .X 6 ark ��. fx"' ; " " ,e, ,
- asks t 3E' 0 0 0 0 0 0 0 G X O X X a0s »a ,•, "+`-?. / »k
ground. 40/15 30 9" 27 II 25-6 21'-9" 27 10 251E 23 II" 22-7 P as
Framing to be d=_'ermined f a t a a aaa•
Okt"aa a k M 3 70--
r a a �` - X$&$$A
a ' Qt2t7...t a ( � x.. a��' 9t • 4 S ,21 i0'a "'2'1'-a• i x *- '• 3 fj;,,, 1f .11),... Reinforcement Legend: 4 L" by designer ai r
0 $ Maximum 1 x a 1-
40/30 28 7 24 9 12 7 19 9' 27 10 24 9 21 7 19 9 0 - No reinforcement required. cant lever ar'
za a..._..4_ �H ..xx.. hy.. .t .a.•".,n. u Y.».,. ....f.'x'v «u.. ... ..... -
1t a s t� rJ a» t -0 #U!ti'LJ a * 5 h, x a a " 7 d" k x.;1.x,alengthis -
' t " 1 x a 1 9,-0 re ,75' 1I ^ *,a'0?. -9 ZI-4 f 4 26 a. • 35-0"' =Reinforcement required on one side of joist'
x a 2 = Reinforcement required on both sides of joist. 4-0' -
4 40/15 34'-0 30--1 2T-8" 24 9 30'-9" 28-0' 26-5" 24 9" wear
4,. -_ A - X = Reinforcement will not work Reduce spacing of joist and recheck 4'-0' max.
8 4 9 * air a + a '/yQ'* +a*- ' 1 x:., A10C41"' alb"m5"� ?",�-",-fx i a'JO x� a � a sa 6�-5" a a> k+ ' L
a "#.,"¢x•40/30 31'-0" 26 10" "24'-6" 19-9" 30'-9 26'-10' 24•-6" 19'-9