HomeMy WebLinkAbout06060054 Misc.
CITY OF CARMEUCLA Y TOWNSHIP
BUILDING PERMIT
LOT NO.
Type of Construction: RES
Type ofImprovement ADDIT-R
APPROVAL STAMP
PERMIT NO. 2001.1023.B
RELEASED FOR CONSTRUCTION subject
to compliance with all Regulations of
State and Local Codes DEPT OF
COMMUNITY SERVICES CITY OF
CARMEL / CLAY TOWNSHIP INDIANA.
DATE: 09/07/2001
CONTRACTOR : CHARLES REID
TENANT:
OWNER: CHARLES K & SALLY JO REID
SITE ADDRESS: 11412 CENTRAL DR E
SUBDIVISION: NORTHERN HEIGHTS
ZONING: R-l
POST: MUST BE VISIBLE FROM STREET
This Building Permit must be posted with this side visible from the street prior to
inspections and must stay posted until ALL inspections have been approved. ANY
FAILURE TO COMPLY WILL RESULT IN A REFUSAL OF INSPECTION.
NOTICE
THIS CONSTRUCTION
The Cannel \ Clay Zoning Ordinance provides for a penalty
any construction is continued without having anyone of the
following inspections scheduled, performed, and approved.
IS NOT APPROVED
FOR OCCUPANCY
This penalty will be based on the fee structure in Ordinance
Z-289, 1993.
This oenaltv also aooJies to any construction that is found to
be occuoied before a Certificate of Occuoancv is issued.
This is to certify that a building permit has been issued on this project\building in accordance with the Ordinances of
the City ofCarmcl\Clay Township, '. _ '_.
DEPARTMENT OF COMMUNITY SERVICES
BUILDING PERMITS DIVISION
1 Civic Square
Carmel, IN 46032
317 571-2444
o ALL PERMITS ISSUED WILL REQUIRE ONE OR MORE OF THE INSPECTIONS SHOWN
BELOW:
o To schedule, call 57/-2444 or 2475; footings and underslab call 57/-2449
o Refer to inspection procedure sheet for details on scheduling
Date FOOTINGS
D Approved D Not Approved
Date UNDERSLAB
(lnsoection is for enemy & ore-pour preoaration)
D Approved D Not Approved
Date ROUGH-IN
D Approved D Not Approved
D Approved D Not Approved
D Approved D Not Approved
Date BONDING & GROUNDING
D Approved D Not Approved
Date METER BASE
D Approved D Not Approved
Date FINAL
(Furniture or product constitutes occupied. See warning below)
D Approved D Not Approved
D Approved D Not Approved
D Approved D Not Approved
D Temporary C/O
Date FIRE DEPT. INSPECTION (571-2600)
(Commercial only)
DApproved D Not Approved
. .
WARNING
No building/structure or portion thereof shall be used or occupied until ALL provisions of the codes have been complied with
and the structure has been approved for occupancy. Occupancy prior to issuance of the Certificate of Occupancy is prohibited
per section 29.4.3 of the Carmel/Clay Zoning Ordinance, Carmel City Code, Chapter 7-20; Section 307 of the General
Administrative Rules of the Indiana Fire Prevention and Building Safety Commission, and Section 308 of the Uniform
Buil~ing Code.
BUILDING AND CODE ENFORCEMENT
One Civic Square Carmel, IN 46032
s:\pcnnits\placard
o
~
on
'"
o
0
Z
n
"
c
U
~
0
0
N
~
00
N
~
'D
0
"0
<U
E
.<::
"-
r.il "
H
~ "
OJ
~ '"
"
~ ~
0
..
0
E-< '" w
" "'
Z .. ,"
OJ 0
r.il ~
U ~
N '"
~ '"
~
'<t on
~ ..".
~ 0
o~ . ,
8 ~
u
0
~ .,
'"
b
,
H
8 0
~
"
~,. H
'" ,
'" H
<
0 ~
0 ~
..., '"'
'"
>-< '" N ,
H"'CO w
....:i ~~~ ~r
ZD
~ :~~ ;:zg"
~
M H
r./] HZ 0 15
'" 0
" ZH , , ~
del '" ~w
H '0
" m U H'
~ OJ '" H N ~
Ij HN'" 0
'ow
~~~ 1<'I<.o::r:
r./] ~ HO H
U I !-q:t:;
r.il !-<1f')OO
~ UC-<U lIl,.........:l Z
U
5
H
i
0 0
0 ..
z "
0 H "' W
f'C) !',' 0 ~ "
0 ~o
0 0 z
0 H e, ~~
~ ",0 0:
'0 wo ,,~
row u ""
0 5~ " <z
N ~ , w
OJ z~ ~ ,",u
0 H "'
Z ~o "' "N
N H "lfY) 0 'H
;~~ W ~~
P. '" " Orl
f'C)' ~ , .<""rl
.' ~ ~ .~
~
r--
~
~
~
~
~
Z
~
Q
~".,
r/J.';"
;."-'
~."
.
~
.s
m
H
:!
w
~
n
.
~
~
rn
~ Z
~ 8
~ ~
ro 0
.6 ~
<!f
.
"'
o
o
~,
rn
u
.s
;(
n
,
"'
"'
o
"'
8
o
~
rl
.~
~
o
"'
,~
o
"'
"'
,
"
o
Z
000000
00 00
'<:l"<:l" '<:f'''''
000000
000000
M rl '<f' P),..., <:l"
U) 0 \D \DO \.0
rl Ul l.D rl Ul \.0
rl
,~
"'
o
w
,~
"
W
"
OJ
~
H
~
U
~
U
~
-1';-- ~
"1';>
rl ~
0 000 000 -:
0 000 000 "
N ~ "'",00 "'",00
;:, 0 "'0'" "'0'" ~
~
0 0 c-<"'''' c-<"''''
, 0
M rl
0
:;: rl 000 000
rn
~ , 000 "'''''''
rl ro "'"'00 ",ooN
, "
rl "'0'" "''''N
0 ,. c-<"' '" C-<N
, ~
M
0
0 000 000
;~ 000 r-Or-
"''''''' ",,,,r-
"'. , 0"'''' CO"''''
c-< "'"' c-< c-<
W H ~ ro H
~ ~ ro
" 0
, rn "' w
w "' " "
,. u rn rn
"' " , ,
0 2 z Z
w 8 " .'dtI f'X,
8 rn
"' 0 H ~ ,.""" n."
"' 0 ~ "!li' or
w " W l<I.,. ~
0 rn ~ 0 t' ['{I,.
0 W "
< '" ~
..
"~'"
~
w 8
::r: ['(I E-<
i2 :;:'>-< u
"8@ ~r-< ~
.2 u ~ ~
.... ><0::: Q
00 +-'
.00.... ~
.c"" <ll . Z
O>N ~o H
.~ ~ 8 ;:~~,~
Z -~ pH
, N ~
0
~ rl , , 0 0
N 0 rl rl 0 0 0
" ,~
~ " 0
:': w .- "
0 11 ~
.::: 0 ~ " ~ rl
S 0 .- ."
"' ," z " "' ~
u ~ ~, u' ~ D
'rl rn .~ 0 ~ "' rn
" " s " . " .~
0 0 " Q ~rl
, ~ ~, ~ ~ 0 W rl
" W " .~ u 0 . ~, ~rl
~ " 0 w ~ ~ 0 "' Orl
< U 0 m - H~ ~"
n
...
gj
o
u
gj
Z
o
H
H
~
~
'1".,
.....
0
0
M
W
W rl
.0
rn
>
>
~
w
0"
" 0
"'~
.00
'" rn
~~
n
w w
"0
"rl
z~
,
w
o
o
M
W
rl
'0
. 0
~ w 0
O~
0" 0
.~'" 0
n M
"' W
rl
0
0
"' "' 0
^~
0" 0
~'" ~
~
~
" " ~ ~
0 0 0
~ ~ "
0 0 " 0
" , 0 , ~
G..6G..~Ql 0
l.cl.....
~ ~ "
0 ~ 0
" w ~
~ o ~
w
,
~ 11l :;j:5
~ ~ ~ ~
E-< ',-<0
.~
w
~(j) ~OJ
We> _rlO1
~~~t>~
~~?~~
~.:r.; ~~
o
blQ ...... ~
o::HllUrtI
j::b.3~
<1l 0 I 00
P:;U) <(r::
'~:"~'7
~
'0
o
"
~
~
o
~
~
"
o
"
~
~
~
'0
o
o '0
'" 0
>.... .2
o "
0'
_ '0:1:1 ;~.~
OJ W;bq..J
....:> ".-< rn
.oJ m QJ +'
rnl'-< ZUl
0,
w
"
.. ~">.
~ 0
.~ ~g
o ~o
OW.
N ~o
:~
~;r
(;f;
"
-,.
('. .
,no
"%.
,",-.,
{{~t:tll
':'I{.;m::t
,
...
II.... .
....
".1
:;.".
o
o
M
~
rl
o
o
~
~
rl
0 "'
"
'0 ~!j
"
rn ~~
u W
rl ~
~ rn
rn ~~
~
"
"' ~ ~
8
.": w ];a
"
~ W 0
~ ~ "' + "0
0 , 0 ~~
m H W ~
" rl
~ rn
" ~
> 0
~ "'
"' x ~ "
~o 'drl
.H ~ d 0
" 0>
" w ~
u " '0"
" "
H w-
'0 ~ .rl W
" w :~.'::
" ~
" . 00
0" W o W
. W ~ . .
W, rl 0
~"' H U'"
----
c, ~~~~
-- 0
" > I
H > Z
" Z >
H 0
~ " " " Z W
~ ~ 0 " ~
a , rn 0 " ~
. " '" " W m
u " 0 W ~ W
U 0 6 rl "
0 " rl .~ 0 'i ~
I rl "rl ~ "'
~.a .
W " 0 H 0 ~
" ~~ ~ '" W
" ~
, rl ~ ~ 0
~ w ro ro H H
~ii
.
~
ill
,.,,1
. c'
-~f;;[~~tTki
.'."""."\x,r~f,i:~,
n~ ',' ,.-,
lit" "~""
t
J
(tl'
.
'.
'f:
0 0 0 ~ 0 0 0 0 0 0 0 0 0 0 0 00 0 00 0 t..!... 0
0 CO 0 0 0 0 0 0 0 0 0 0 0
~ " c:;;:: N ~ ~ 0 0 m ~ rl rl
'D a, M cC N ~ ~ 0 N 0 0
", O~ ~ ~ 0 0
0
rl
000
000
rl("o,t)
(ll,-..,
>Mrl
0
rl
~ ~~O
uf>.,om
" 0 N~
" "O'rl
" .~ Ul
rl " '"
U _rl 0
:" ~ "
~ ~
" "00
0 0
~ .8rlGl
0
" ~
~~
~ "~O
oom
"N~
~ ~rl
0
"
~ "
Z ~
~
0 U ""
" "
ON "
Orl 0 , ,
M~ 0
Orl _rl ~ 0
Orl ~ a
~ u " ro
0 0 " "
N "~~
0 "
N "~~
0 0 0 0
M 0 0 0
rl U"
0
rl
0 ~
~ 0 H~
Orl Z~
" C 0 Orl
" " '" Z
_rl " _rl 0'" ~~
0" "~ 0 ~X Z "
-"';...,-.-1 " -rl o _rl 00 " 0
" ~ o ~- ....-.-1 ~ 0 " ~
~;i ~ 0 _rl ~ ;1;1 ~o "
" " U ~_rl ~ rl " ~"
jjt; 0 ~o " ~o~ 0 ~~ " " " " "
"rl , Orl 0 0........ -.-I 00 " " "~ 0
a , "~ "~ ffi p..rl U ~~ ~~ ~~ U "
" " 0 , . 0" , , . " 0
~ " -,~ ~~ " " " " " 0 ~~ ..,....+-l~+J
U ~" 0 X .'C...... . _rl "rl "" V'lo:;l.........V1rn
~ ~~ HWCQf....::J::o<r...,1l< ~m III H <( <(.n w
00 ~ m ~
~ ~ 0 000 ruO{';lOO
~ ~ !<: :;; " 0 ~
" ~ x
;I ~ ~ ~
~ ,
0 0
~ '"
illooeD
;:lODGO
"''-;0<0<0<<>
. "rl
">
o
~
"
. 0
u,.;;
" ~
.S .~
>-<., 0..
OJU l'4P-<U
.j..101Il<E-<E-<Z
X <D(...,<JlUlO
UlClO;:O:::O:U
i1'
0
-. ~ U
" "
~~ ~ .
-"'<:;0'
~ " ~.o::
O~ 0
~, ~
, " ~ rl"
~ " ~
" " m o~
~H ~ " .
4 U 0 @o
"'" ~ " "
~ :""
~ "0
H 0 ~O
" il
" ~
00
~o
'rl
i1'"
0>
u
-~ "
0 "
. .
.~ ~
'" m
!;: 0
.n......
I ~~
, "
~ .
" "
.
~ "
!iJ . .
H "~
" "
"' ~'"
0
I ~
0
0
U
~"
~"
~ .
~
"' "~
~ g
~U
.
~
"
"
~
~ .
~~
U
"'~
"0
~z
.
~.,
"
;
~
I .c N1
'"
Uj I
~ ~~ q..,
M LL
~ N <Jl ~'<t ll:'"
N + ill "'
Q (!)
8 N
-
I ~
..,.
0
<> r::
~ 0
~ ~ u:1~@ <> a.
"' ::> lO N LL
H ~'" 0
~m
,~ <0
C.
'tOO '1
::;:
CJ W
~ ..,.
(!) N
EJ
"'
U
H
r<
'"
H "
~ 0
~ rl 0
~ _rl 0 -~
a ,
" 0 "
~ rl.. "
ImO::N ~
.": ''''00 0.......
>!lrlZ..-; rl
U 0 "
-~ "
.. ro "
5 ~ ~ 0 "
"" ~
:;, .~...; Cl'::'
H u 0" ~
"' 0 "0 0 "'"
" " .. 0 H-rl
~ " ~.~ ~ @ 0."
, o~
'" u 00:: +' '"
U ..........+'<1:1 0"
0 Ul(...,,:C.n "'"
0 rl
rl~rl
0 00 0:
NO ~Nrl rl"
_N
0 "
rlO ~ '" '"
H Z ON
lI1l1l.--ll'Q Z 0" N
~ H Ha M~
-~ U 0:" 0. ,,0 "
" 0 ~ ~g~ g f'i ~ 'i3i2 B OJ ;~ ;,;
-, . 0
z ~ "' " O'OO1~~~~
i;! " ...........~ OJ Hrl " ~ ill ~ f-; a: ,~
i:l~-.., gj..oOJ)'! Cl,-.j.~ .c 0 ;>1 rl
8..0 III ~.;:; m " o OJ 0'---< p.
r~ E-t 3:.~ u.'" H.'" ~ ill
~Ill..o'-',,-< oow Z "'~ U.;:;al @ ~ g.~
....::lrui:l 00' " 0
UH/l U~ U~M HaQ 41+<1'Ci~O::O::I+<
'" 0
~ .': 00
,
>
~ 0 ~
0 H
~ ~
~ ,
H -~ ~~
U "
u
"' "
'" oc a
'" 0
"
" ~ . 6.5
z " ~
..... ,~p.
:z;.~ ll<::> H "
o~ " ~a
H rl 0
E-t e~ 2: H~
~~~::> llo
\ONrlrlO 015
Orl rl rl "~
Urn
" if
"'~ ""-Nrlrlrl
~ill'-<"" ~
u."
, " " "
~ __ 0 ~
,,~, "'"' "
rn ,,~ Z
0 " rom ~
,,~ mm m H
Z ~ ill ..,
z:" H ..;..;.;:;:r:~ 01
H" ~ I
a.~ ~~Ul'-<f-<
...,.r< WO
p,l+<~~f-<
.., -rl ,
,,~ "' MN~~
r_,'j-
ill
.':
"
>
ooo"'~
o 0 '(fJ
rl ~
o
~
00 o.
o a}
rl rl
-~..
o
000
~ o~
M ~
000
~~~
00
o
~NN
~0rl
~~
N ;;;
OO~
oo~
a9t-
'"zz
000
0000
oom
~ ~
o m
~ 0
m m
rl rl
o m
~ 0
m m
rl rl
u 0
000
000
000
..0
~ ~,
~ ~.
~ W
W~~
~~~
O~"
rl
OM
O~O
i:-, 0
0
~
0
~
'~;T,
-i:rii
"t,'
'" ~
!~
llfi!
- I~
~~
"'8
~O
"~
>
~
~ 0
0 0
0 m
" ~
"
0 N
~ "'
-- -~
, "'
z z
.
~
0
0
,
"
.
.
--
0
"
~
,
~
0
0
,
" ~
0
~ m
0 rl
, ,
~ N
~ N
0 ,
U m
0
0
~
0 ~
0
011 023b, rough-in inspection
Sally Reid
From: Ochs, James A [JOchs@carmel.in.gov]
Sent: Wednesday, July 06,2005 2:54'PM
To: sreid@chanigacpa.com
Subject: 011 023b, rough-in inspection
ENCOMPASS NOTEPAD - 07/06/05
NOTES FOR: 0110238 04 1 - PI
DATE TIME NOTE TEXT
"
2005-07-06 14: 49: 59 Met'a'l'j unction'box'("es r::not"bonded' to:
g i:clii.nd i ng_conducto.r-,':":':'I-RG-:R;oc3 5 0.9.:.ll"::-. .
. ~6' . . " .' f
1[15 t a ~J._ma chin c~ t-hrce"a d~s cr ew... a nd .~~~~,:!:e
.t.o..:.blu.e-copper_groundi..n.~D.9uctor ,.
tbro'ughout. - . -..
Interi.or bearing wall top plates must
overlap to exterior top plates OR
install metal corner ties. IRe R-602.3.2
throughout
Interior bearing wall top plates must
overlap to exterfor-top plates OR
install metal corner ties. IRC R-602.3.2
throughout
~{'
Joist hangers not proper size or all
nail holes not filled. (Manufacturers
Specifications), use na~ls as req.
by mfg,
<i
...",0
.
.' .
.U$e Y drainage fittings for horizonal
.to_horizonal changes in direction.
IRC Table--3005.1
.
.' .
. .
,.Use solvent, welded-~'trap fittings where
trap is not accessible. IRe 3201.1
build up beam must have all splices
.on each section seperated by a min-:-
of 48 inches and spike nailed every
12 inches w 16-D nails 3 rows, or
provide design professional alternative.
remove the covers from all panels"and
schedule a meter base inspection.
..all-bedr~9.g!!!.~_':!12:!.~~.J1.C12.!?_ A .F.~.t_~.Lr_cui..t-
. :Qr.e'aker s~~for-r:;ecepta cle..~'a nd..."l~i gh ling...
.P.LQt.SlCti 0 n .
Ins,tall--nail guar.ds. to_ protect" romex .
7/6/2005
OPERATOR
iochs
Pagc 1 of2
PAGE 1
011023b, rough-in inspection
Page 2 of2
~here .- w~.re.- -t's' ~nsi:al-led';';+:e"~~:i;:tha:n~,:1~1'/~2l\.;
~.i1.ches fr9ffi edg"e ":'oC fr(lmi'ng~tmernb3r.
lRc-3702.1
Nail guards are required' when pipe is
within 1 1/2 inches of edge of framing
member. IRe R-2603.2.1, plumbing.
double all beams in the master bedroom
tray ceiling.
'double all floor joist under bearing
walls.
provide manufactures documents to show
that 9.5 inch 2x3 I joist can span
16 feet.
Ins tall..a...smo ke~~a 1. a rm- per-,-.. code-i"ij7."ecrch.:::.
~ ~" -, ..' . ____~...__~ ,_."._:,.<.'...;;,,,t;;.,.", oA .
room--"designed-for~'s'Ie-eping. IRC;;:S~~: 31,
move7s~oke"detector -to hi:gh'-ce-f:ITrrig~~-: ~.-
..in' master,.bedroom'~"'" .- ',' '~\-'.
Smoke al~rm required on
,,~ r"
t12~.._top'nof the stairs.
each l:e'rel ,at
IRCSec.31._
~_L~s.t..:r:ical-.swi t ch,;.boxe s..~.2~..gang-'and-mole: .....
gtqst...clamp..the~ roine.x. where i't-enters..
th".:.!,ox. IRC 3805.3.2
Clear space over leading edge of
_.stairway treads must be a min. of
6 feet 8 inches. IRe 314~3.
Fireblock all vertical to horizonal connections.
Reinspection fees will be applied if
next rough-in inspection does not
have the above corrections done.
i
I
I
.,
I
All work must conform to the current
building code 2000.
Other items not noted on the current
inspection may be noted on the next
inspection.
i
I
d
'~1
'1
i
.1
\
,
,
,
I
.I
1
I
i
I
,
TOTAL LINES OF NOTES: 86
7/6/2005
rml
Table 01
~I~m~~,lo'r;&~~&{~
~~~;..iD"..~l&!""
'., . .f,SIilCi~COadllit.~.f~~~ i,.. ,~"
~~;"~~!!~l1.~~?l~t~~~~""
~o~
Span Tables
Table 03
;lr..tW~'I.W, .i'6~~,;;;~~~,iioail~na~~~
~~"'mr:~""""'.Ji-""-:;.t~.r.'j'\ll~'>~'-~,.;:f.~~~ -~~'~f1l:i'1Ioot.
~,~'I;M, iP.S, F,ltiyell!oa,' i1Bi 20,p.SFiDeadillo," aille"
",,.k';;I,~ ~1:I'N"'ID~~t~i':~ ,':;-i1J#i~illir~tr. - :;' '"_
~~~}if;j!k,!!~~~~.,'!!!!f!le~sA~n '
On Center Spacing On Centre Spacing
Joist Joist
Depth Designation 12" 16" 19,2" 24" Depth Designation 12" 16" 19.2" 24"
PRO.20 16'-7" 15'.2" 14'-4" 13'-4" PRO.20 16'-]" 14'.10" 13'-6" 11'-1"
9.1(2" PRO-40 18'-0" 16'-6" 15'.7" 14'-1" 9.1(2" PRO-40 18'.0" 15'-8" 14'.3" 12'-9"
PRO.20 19'."-- 18'.2" 17'.2" 15'.5" PRQ-ZO 19'-0" 16'.9" 13'-11" 11'-1"
11.7(8" PRO-40 21'.6" 19'.7" ' 18'.2" 16'.3" 11.7(8" PRO-40 21'.0" 18'-2" 16'.6" 14'.9"
14" PRO.60 25'.9" 23'.6" 22'.2" 20'.9" 14" PR0-60 25'-9" 23'.6" 20'-]" 16'.5"
,,'n"
On Center Spacing
Joist
Depth Designation 12" 16" 19.2" 24"
PRO.20 18'-1" 16'.3" 14'-10" 13'.3"
9.1(2" PRO-40 19'.7" 17'-2" 15'.8" 14'-0"
PRO.20 21'-8" 18'.10" 16'.9" 13'.5"
11.7(8" PRO-40 23'.0" 19'.11" 18'.2" 16'.2"
14" PR0-60 28'.1" 25'.7" 23'-8" 19'.9"
Notes:Table~ 1&2
1. Allowable dear spans found in the above Tables ilfe ba5ed on uniform loads. For applications with
nOlHlniform 1000ds. an engir1('('ring analysis may be required using thedesi gn properties found in
Table 04
2. Ihese span charts are fOf applications with a live load of 40 psf and a design de ad 1000d of 10 psI.
Allowable spans for appr.ca~oh~ with a live load of 40 psf and a dead load of 20 psI can be found in
Table03. .'~
3.Dellectionunderr~lo.tdislimitedtol/480.
4."Maximum spans shown are dear distances betwt'en ~upports. MinilTtl.lm bearing length shall be 1-
3f4in<:hesforendb@anngsand3-lf2 inches for intennediate bearings when applicable.
5. For multiple--span applications using above ti1ble, the end spans must be .alleast 40% or more of the
adjacent span
6, Spans are based on a composite floor with glued-nailed sheathing meeting the requirements for APA
Rated Sheatl1ing or APA Rated STURD-I-FLOOR conlorming to PRP-l08, PS 1, or rs 2 with a minimum
thidnessot 19{32 inthes(40f20or 20 oc) lor a joist spacing of 19.2 inches or less, or 23/32 (48/24 or
24 oc) iar a joistsPiJdng of 24 inches.. Adhesives must meet APA Specifkation AFG--Ol or ASTM 03498.
Reduce spans by 1 loot when floor sheathing is nailed only.
7.WE'b stilfeners are not required whlC'n PRO's are used according to the spar"lsand spacings found in
abow tabk>s. exCE'pt as noted discussed on page 13 of this design guide for !\angers and concentrated
Io;;dsituationl/
8. SI units conversion: 1 inch.254mm,lloot-O,J05m.
,r-"
"
I. Allowable dear sp<ln applicable to simple - or multiple span resider"ltial floor construction with a design
dead load 01 20 psf and live load of 40 psf. For multi--span applicatior"lS. the end spans shall be 40% or
more of thlC'adjacent span. The livlC' load dellection is limited tospan/480
2. Spans are based on a composite floor with glued.nailed sheathing meeting the requirlC'ments for APA
Rated Sheathing or APA Rated STURD-l-FlOOR conforming to PRP.l08. PS 1. or PS 2 with a minimum
thicknessof19/32inCh(40/200r20oc)forajoistspaCingOllg,2inchesor less, or 23/32 inch (48/24
or 24 oc) for a joist spacing of 24 inches. Adhesive shall meet APA Spedlication AFG-Ql or ASTM
03498. Spans Shall be reduced 1 loot when the Hoor sheathing Is nailed only.
3. Minimum bearing length shall be 1-3/4 inches lor the end bearin gS,and3.1/2in<:hesforthe
intermediate bearings.
4. Bearing stiflenersare not required when I.joists are used with thespansandspacingsgi~ninthis
table. except as discussed on page13 01 this design gufde lor hangers and concentrated Joadsituations.
5. This spanch.art is based on uniform loads. For applications with other than unilormlydistributed
loads, an engineering analysis may be requ;red b<Jsed on lhe use ofth euesign properties in Table 04.
6. For ceramic tile applications. spacings greater than 16" 0'<:' are not typically re<:ommlC'nded
Table 04
"'~~T;if~~~'S!~tt..
Joist EI(2) M{J) V(41 IR(S) ER(6) K(7)
Depth Designation 1061b-in.2 Ibf-ft Ibf lbf Ibf 1061bf
PR0-20 14' 2,265 1,120 1,700 830 4.94
9-1/2~ PR0-40 19' 2.520 1.120 2.160 1,080 4.94 .'\'
)..
, <.~
PR0-20 m 3,025 1,420 1,700 830 6.18 :) ,"
11-7/8" PR0-40 330 3.365 1,420 2.500 l,2~0. .6.18
14'
,.
1,710 2,5oo;,\.,:-,~',-~~"',~~}~ tJ? ..::f!\
".~F.. ~..~<.1~;,~.\\ ~.~~.:~~~ '.,>;~~'W'
(1JThetilbulat,ed',aluesaredeS,;g, nvalue, slornormal,d,urat ionOfload.:~lvalues:exce,PtEJar.i:1K:StipIl .
be perm~t1ed to be adjusted lor other I~.d durations as permitted t:iJft-c . t,,,'--' ','.:. .~\,:~.# l
(2) 8endrng stiffness (EI) of the single liOISI. .'.....~:.~......,..o,.i...,
(3) Moment capacity (M) of a Single HOist For repetitive mempers:'the liited valuesafl! pe .
to be increased bya re, petitivemember,facto,r of 1.07. ':C.-:...".t~,':.. .~.~.::: ":. ~-:.
(4) Shear capacity (V) of the Ijolst. ;.,,:...' 'W;<i-....jtf ";;: :,.
(5) Intermediate reaction (IR) 01 the HOlSt wllh a minim~m bl;ari'1? I~.~ ot3-U~.~~ we~.:>:.
stilfenNS. ,. . . I' ",,'.. _,-.., ,~" .'$i'vIH'fl "!j ~
(6) End reaction (ER) of the liOISt With a minimum bearing'!e;n9~':!m:3/4 inches~~,b~~rs!~,.' ''''',II',"''~
HIQher end reactions are permitted. For a bearing length oS4lridlt5;,theend reaction maybe.setequal~~l~li; ".~
to the tab, ulated shear va!ue. Interpolation 01 the, end rea.ctioo be, ~'n',l.W~~~.4:i~~ be,'. a'ring ~1~:l:1'ftft"t~;; . . ; ..]
permrl1ed. For end reaction values over 1550 Ibf. wetS"'stllfeneJ5 are requnoo. . r ';:i r-.c;,';"4oj-ti':"'-.t,~,,:r\ ~~~"r
(7) Coefficient of shear deflection (K). For calculating Uniform 1000,and Cl!:nter-point,IOiId deflectfons 01' i;~;~';:~.:~
the !-joist in a simple--span application. use Equationt.1'f7'nd 2 below.l;~, ~.~~~ ,;... ,-:.,,:,::.c!\.~~. c"";" ~1m~
''\ ilJ,.,'~\, ".k .-.~\;:}\',*!,~\.,--t.),i." ,-:jo-;""
~ '., JI.' , ";fv"1>. "J'f'... ., "~.~.~~'".."....'" r. ' ~. .;: .'i.~,i<.
/' c--... 'fit ;. ....::~,...... '" t~ r.':. '.i ;'.~I';;;'
5 ~.j 'utI;: 6 -calculaieCldeflection{in.);\;:;+:-t " ~-r ;i1.,
0- 3:4EI + ;'.K"~':: lr -uni~ormlOad.(lbf/!~X ;..~..'-;.;,': :./.:'~tf,
-" ... t -designspan(Ifl.),~_~....,~ ....__.,~
"" ~.... ~ ' P :-concentratedload(lbf), ,~-,,;.....-;.~,- 'MR""'::''1;i~;}o,
[2] Center-f'ointload: 1"6;': '...!1...:.I.;:)..ML: EI :bendingStiffnessofthel1k(lbf-<n.~),and :>-"'i;~ . ':0
~ . 't'\48~tT._';'K < K -coeffldento!.~<lr~ection,(Ibf)<ti'.:!'''''.
.:_I~
PR0-60
"4
5.320
[1) Ur"lilorm Load
.', <. ~
-i....";< ~~
.'....
.."'.
->-;::
,"'"-",,, ,~'-~,'
11:;.,...
~i
.il
"
,.
;.1:.