HomeMy WebLinkAboutBIRCH APARTMENTS - REVIEWS & JOIST11
'IS .
CITY OF REXBURG
BUILDING PERMIT CHECK LIST
INITIAL 1 sLacx.
DEPARTMENT
Sewer etore n
Sanitation Department
Public Works
Fire Departmen.L
IPlan ChecicLNr
13uildilg Inspector
lanninR & Zoni
[Coniments
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Employee
INITIAL
3
Date
f mss.
C;10
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r R0'IT Fes. +
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91
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I)Pan
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Deer Mr. Rick.
F
have reviewed hr--, [A�11-1= .4+ f
idedW The -)re
th�--It nnL,-�Ci to b2 a. d d j- e s -Si 2d t b g t h L, --N P
uldin g ("od " J� hy
vv d
things
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19 The
r-eviEAWC-2d with, t�11-4p
1-*" ML�FlUfFlctk-irer- o+1111
able i --n- f"
+ 1,F)d tl-.)e diiaQonal in.
V +y t I b L -k i .1
5 fEl 2 -..
te W01 -1-k S)hall cc-,fnF)jy (D.f'-
(All guard rails sti.,11
. I kms. S v -..r �-.r�
_ ++ � 1
C' UBC 0 .
19, ve ri f si ze of s ta
6w 'lower +
fy column
ta t h] e,, --A d cl r- b2t w e cz) n Ff. i t C: 1-10-- F.) a- nd L i v i ri g
C) 0 I -T) m i n 4 t
t h q f DUP. to Ujc- point
floor, Footing shall not b -)
r
r11 r-equtj.v-E",d Uride-wr the columns, 4 bi-irs at0. C. bcnth ways thrOUgh tl-ie 4 sqkjare feet.,
S
hee t 7
win ti x ate
I ... land rail
rM C� C-1 i: JLS the f
0
S h t
0 f
1
y
rp-qu
r--e,d for
all
bearing
wil, 11sm
r
t 1f OUn d- a t i* on d e, t a J- I
, 0 U d
.
1
be..', �, 0
'k . p
In II
anchor bol t- t r7 -r- e
AJ T7��(o tZ- 10 Jjk)A1 U^O">
C
Provicic-2d for t .-, ar d
T+e�:�e a. r
hAcomments at thl's
incov-por-atiorl O -f thr-:�-s.-.Ile cc)mm Lmr-) -L-s, v41
compliar)C:e �.4+tfj
11 t h e U B, C
4aPF--� ,
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ti
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9
rr
Y there a rc� n Ue S ti s, (10 Fl t 1�1 Ia a t l I me a -t
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O "er-tiied F
ans EXaminLisr-
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lip
ENDS
MI 7 ED 450
TEAM, ION
VVE1 WALL BRACING S
wall bracing is rated as al in tension and compression t I tet -in br
Ptit�l orf and tar Jni � � a�n. It �
ng sysleMs. I Installation
data reports up to 50OZo
thue to
��r �savingsFull end -cuts through ply �` �# required .
'
end design.
TERIAL
18 gaugetf
oalvanized
Use all Specified fasteners. See General Note
r ��� to � .
spacing 1��
Use the C'h'B itself as a ruler, use a r
or pre -jig to establish the run -ii +l . Single cut this
line I rr deep at all studs crossed and partially i
nto
the plates. If the wall is pre -framed on the floor,
place the plain edge. of CW8 into saw kerf, and
put one hall into top plate only. Tilt the wall u
and plumb before nail off batt plate r� p
d
studs according to the nailing hedul .
130 a epted; see Evaluation Report l_ 1746.
WEN.S1ONS
3T H S -E C TII
3/8 at 1 11ry 15
SECTION
I-K)LES SIZED
FOR 8d NA I LS
1�_. HOLE PAITFRN
%.___��FOR 8d NAILS
E
TALL
THREE 16d NAILS
T EACH ENCS
Inst -saving method prevents wall racking. Functional n
i o�t� l tb �faster t�
Wy limp ,TCA I r L-41 dp%p1I iW 1W I ll i h €IIM V
14JJP11C;E1Ti0F1..
MATERIAL: 16 gauge steei
FINISH: Galvanized
INSTALLATION: Use all specifiedfasteners. See General
Note 7. page 2.,
Installs in "XP` pairs or in opposing
�� r fashion (see illustration).
OPTIONS AVAILABLE, ■ See also CW13.
CODE ACCEPTANCE: ICBG accepted; see Evaluation Report Not 1746.
FRAMERS SAY.,
"Faster than conventional wood let -in!'
fQ Copyright 1988 SIMPSON STRONG -TIE COMPANY, INC-
lip
ENDS
MI 7 ED 450
TEAM, ION
VVE1 WALL BRACING S
wall bracing is rated as al in tension and compression t I tet -in br
Ptit�l orf and tar Jni � � a�n. It �
ng sysleMs. I Installation
data reports up to 50OZo
thue to
��r �savingsFull end -cuts through ply �` �# required .
'
end design.
TERIAL
18 gaugetf
oalvanized
Use all Specified fasteners. See General Note
r ��� to � .
spacing 1��
Use the C'h'B itself as a ruler, use a r
or pre -jig to establish the run -ii +l . Single cut this
line I rr deep at all studs crossed and partially i
nto
the plates. If the wall is pre -framed on the floor,
place the plain edge. of CW8 into saw kerf, and
put one hall into top plate only. Tilt the wall u
and plumb before nail off batt plate r� p
d
studs according to the nailing hedul .
130 a epted; see Evaluation Report l_ 1746.
WEN.S1ONS
3T H S -E C TII
3/8 at 1 11ry 15
SECTION
I-K)LES SIZED
FOR 8d NA I LS
1�_. HOLE PAITFRN
%.___��FOR 8d NAILS
E
TALL
THREE 16d NAILS
T EACH ENCS
Inst -saving method prevents wall racking. Functional n
i o�t� l tb �faster t�
Wy limp ,TCA I r L-41 dp%p1I iW 1W I ll i h €IIM V
14JJP11C;E1Ti0F1..
MATERIAL: 16 gauge steei
FINISH: Galvanized
INSTALLATION: Use all specifiedfasteners. See General
Note 7. page 2.,
Installs in "XP` pairs or in opposing
�� r fashion (see illustration).
OPTIONS AVAILABLE, ■ See also CW13.
CODE ACCEPTANCE: ICBG accepted; see Evaluation Report Not 1746.
FRAMERS SAY.,
"Faster than conventional wood let -in!'
fQ Copyright 1988 SIMPSON STRONG -TIE COMPANY, INC-
TJ_11° JOIST FLOOR DE
TYPICAL FLOOR FRAMING
Mti R =LAMS'L. L.V.L. header
r TJI(D joist header,
MICRO=LA
L,. ,L. beam. __
1 '12 // knockout,
h I s at approx.
For hole sizes and-
locations
nd-
1 ti ns see page
W%Ww.&*%i=WbL �M _
TAILS & SPA N, CHARTS
rcts1utNT1AL FLOOR SPAN CHARTS
MINIMUM CRITERIA PER CODE
NOTE: Based on. rnin�murn code deflection criteria L/3
60 t lave load.
For stiffer floors, please see „Trus ji
table. s F an
gage 11 for ", Word About Floor Performance 1
,
UENERAL NOTES
1rt Span charts based on residential floor load of 40 PSF live
load and 10 PSF dead load.
2. Span charts assume WmPOsite action with single layer of
glue -nailed Pfywood decking for deflection only. Spans shall
be reduced 5// dereh,.n panels
l r nailed
distance3. Spans are based on clear between sort
4
FOR INSTALLATION STA131LITY:
E emparary strut lutes
11x4 min.) 6 -'on center
max. Fasten at each
joist with 2-$d nails
min. (S�e warnrnn nano R)
TJ!° joist hiocking or
full depth 2x4 crFpple
on each side' require
when supporting
load-bearing wall above.
For load-bearing
cantilever details
see page 7,
When TI joists are canNevered,
Use TJ10 T10blocking for at least 4 feet oneach end of
canfilevered area and at least 4 feet every
of bearing wall.
TRUS JOIST RECOMMENDED SPAN
S
NOTE= Based on L/480 five load def
. W - sti nrs (see detail � � a
intermediate art rare co
finuous span,
bearingwidth is less than51/4",and i
than:either span is greater
�-} fir ' and 1 1�af/ TJI@ Jotsts //
W . for TJI- Joists 1
19'-2".- for and 16" TJ i "
i /f J o.c.
24�- . for 1 TJI � ists @ 19.2'"
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