HomeMy WebLinkAboutCHECKLIST - 07-00221 - 626 Chad Dr - AdditionRESIDENTIAL PLAN CHECKLIST
(2003 International Residential Code)
Date:
Project:
Zoning: Number of Stories:
Floor Area (sf):
Building Permit Number: �
Job Address:
Basement: des o`fiFin. Unfin. Fixtures:
(Note unfinished basements as special condition on pemnxt)
finished, unfinished,
garage Mechanical Fee:
The following comments based on the 200:3 edition of the Intemational Residential Code should be resolved
before a building permit is issued. This correction list is not a building permit, The approval of plans and
specifications does not perrnit the violation of any section of the Intemational Residential Code or anv federal_
.state or loco]. regulations.
PLAN CHECK
A. Plans
-'"'To Scale
Plot Plan
,XeWI-4`, Legible
Y 1 N Flood Plain
Floor 1 Foundation Plan
Section showing construction details
��All Building Elevations
Design Criteria (shall be identified on plans as mind $5 m.p.h., Snow - 35 1b. Per sq ft.)
Truss Calculation Sheets & Floor Joist Details
- ec
"teal Design
-£�ner6y-Calculations (R320 & Ch 11)
B. Zoning (circle one — new zoning designations adopted in 2005)
LDRI 12,000 sf min. (width 80 ft. min)
LDR2 8,000 sf min. (width 60 ft. min); Duplex 10,,000 sq. ft. min. with C.U.P.
RR2 21,780 sf min. (width 150 ft min) Duplex allowed with C.U.P.
Other P\ (Verify zoning requirements)
-a
F
I
C. Use
9
4
ilex (LDRI only - Conditional use permit?
DO Set Backs (taken from eaves)
Front set back (32 ft. from curb}
"Note: 60% min of front yard green
'Rear set back (LDRI 25 ft. & LDR2 20 ft.)
v Sides set backs (6" for every ft. of building height with LDR - 7.5'mm., & LDR1 - 6min.)
�4uflding -Hei ht (maximum 30 ft.)
EL_;Poper
otings
Size(asper Tabie �a3.1a
LVRRear (2-#4 continuous
use 15 00 psi' unless soil type is known, Table 401.4. 1 for sail bearing)
' boating Depth X3 6" below finished grade and 12" below undisturbed pail; 18" to top of slab — interior)
F. F Undation
�'�Foundafiion walls vvl rebar (city ordinance)
fes,.
:-'
1/2"' Anchor Bolts with 2"x 2`"x 3/16" square washers (inel... interior fearing walls) 8403.1.6.1
-x` Youndation Drainage (foundations on sift soil shall be designed per R405)
Raffiproofing/Waterproofincr to flm*sh grade. R406.1 (fnd. extends 6" min above grade R404.1.6)
`_:�,�wsT pace access of 18"' x 24" min. R408.3 (may differiff meth appliance is in crawl space M1305.1.4)
-, •C-�-r Spaze-venh �at�oza�nsula�ion =1 sf gent per 150 sf. with moisture barrier 1 sf. per 1500 sc�, ft.) and
within 3' of each corner (insulate walls vent to inside of home) R408.2
r._..--Gra4i+ig-s1y away from house. R401.3
G. Frame
:..::. 1-:..... Downs and Braced Wall Panels (R602.10)
,..�-Opr3-Im-sized as per R502.3, Wood 1-jo i sts sized per manufr.
oad Bearing Partitions shad be doubled. R502.4
Z'
Lo-,/Girdeirs sized per R502.5 or per manufr. Tables for engineered products
'p--emAi�'S (comply with R5023.3 or manu_fr instruction)
_�le�ixg (3/4 min for joists 24" oc & 5/8" for joists 16" oc) 8503.2.2
'ele�
Vlovall (bearing and nonbearing) stud sizes, height & spacing per Table 602.3(5) R60203
Headers
in Bearing Wall shall be desianed as per Tables 502.5(l&2 R602.07
Roof Trusses (�jesigLaed according to R802.10.1) 35 # Snow an
_VXRafter and Truss tie -downs. (R80201065)
oil min. opening (R807)
d 90 mph winds (Local Conditions)
H. Exterior Covering
d stucco shall have weather resistive barrier over exterior sheathing R703.2 & 7p3.9.1
1. Roof Covering and Ventilation
__
--RaQLV,Qntilation as per 8846
Jes (slope>2:12) w/ ice protection. (Other type: q lt-Uto comply w/ R905:
��,
J. Firewalls
V
ale separation (protect ext. walls & beams supporting habitable space) R349.2
House (13/8" solid woad or steel door, or 20 min, fire -rated door) R309 I
•--- r ' ling Separation (1 hr dire separation) Supporting structure also gated. R317.1
,w-hrr u"�Ti)nhouses (2 hr sepairation & 4' overburnprotec��on or parapet} 8317,2
bT7vaTFS perio and within 3 ft of property line wl NO openings. R302
3 items to comply with X317.3
K General Requirements
r---4icese, t
I N ufftt�ff__S R321
�L&A � �rndow or Mich. Ventilation In barrooms, wader closets, and similar roams. Ft3Q3.3
�- an e fa*ar illumination shall comply with R303*6.
1x�i .�arances comply with figure R307.2
One-foem--at4eftst--J20sf; Ocher habitable rooms 70 sf. min w1 a min. dimension of 7 ft. R304
*meas iv/sloped ceilings less than .5 ft in height &Jurred ceilings less than 7 ft DCS XOT comply
--jvxo or inQre of the required Area must he at least 7ft high in rooms w/.sloped ceiling
-jig�- -ems from Window wells under cantilevered floors. R310.2
w��.��a.zardous Locations R30$
nc'n all sleeping rooms and basements with habitable space R3 10
,r
-�7ne required Exit Door shall comply with R311..4
�n-ff,at-top4 bottom of siaznvays R311.5.4, and each gide of each exterior door. 8311.4,3
---�_-.-i�n �7 314" max. rise & 10" rnir�. triad, nosing req' d �--�Y�'� - �-��a r Width (3 6" min},
froom (6' S" min.}-�and���'ia 38" above stair nosing) (R311.5)
circular, spiral and winder stairways and bulkhead enclosures R311.5.8
mBrw-a—Y-111-r�ot&ction(enclosed accessible space under stars shall be covered with 1.12" drywall) 8311.2.2
mpiyingwith 8312
S;ao�� rms�each bedroom and cona.mon ares. and ane on each level (R 313)
L. Energy
15% of gross area of ext. walls (Townhouses <, 25%) to comply w/ Chapter 1. l .
* (7then,vise shall meet requirements of IECC fog reAspectave building type. N1101-2
v�Tarm in winter side of walls, ceiling and floors 8318
�IeaEer-keat-tf-aps IECC 504.7
_Duct-sea�Ting an�ns'ulaCion N1 103.3&4 or IECC 503.3.3.3, 503.3.3.4.3
an a "passing" RE, Scheck compliance report
M. Mechanical
r_ _ . s-app6anbedrooms, bathrooms, toilet rooms, or storage closets G2406.2
" �hlA.�tic access clear opening 20x3O[Under floor no. 22x3O. M1305
- T� en 5' -�ax wl S' transition (-5' per 90 deg turns) M1541.3
----flue-eh��e vn
shQ�-vr� p�-a:�s�B=vends not to be inside insulated walls without nsulatian shield)
-4 Cr� 01 C: �&
--A c —4 57 > 5 m
0
_ 0 m w � � I cp
'tn �
ill
0
6
'' i)
0 Ttp0 4D
(D OLI @ 0 0
Wit'CU
CD
OL'- # 6
x b
M a"4
CD = 4 C
10 C.}
p,+ :
40
C)ro
0 D_
CD �+•
0 CD s
`! F -V to Cr 0
2) � 91C�O Q0
Cif
tQCD
w _00
OL
C
CL ZO
..
(0
CL
�4 4 -
cr
CL_
am
�f
—
CD
C. 0
CL N
CD
x
OD z
0
m Z:3.
'
CD GO w
07
sL
ria
D
CL
{
� � 9
3Eu _
cu _f min
r-
MOOC
M000
to-.
CD --1
TU
UO
(n =
r-�
ZF
0
=
OX
rn
o-4,
M
".
_-4
Po
I f
XX
X
O-
I
w
>
* L
CO 00
co
y
nc 00
U)
H III
_
I
0
-71 M
�.•
m
H 11
11 11
IQ
T`I „a
m.
LO
c
{
M m
w
OL•
x
CD
���
01
$�
�I it
-nmy
7n
to
0
II
C-
03
0
cn
11
{
� � 9
3Eu _
m
C)
0C)
Xr—
r-
MOOC
a 0
to-.
CD --1
m
m
(n =
r-�
ZF
0
=
OX
rn
o-4,
t3
.
Po
I f
XX
X
O-
I
4n
'.
* L
CO 00
co
nc 00
cxYcr
0 co
r•r
0
-71 M
m
T`I „a
x
m
C)
0C)
_M M M
` rL
Xr—
T
V
w
C+
a 0
to-.
0
m
m
(n =
r-�
CL
'
5
o-4,
t3
.
Po
W
ET
O-
I
4n
'.
* L
FZ
1
M
cxYcr
0
m
_M M M
` rL
Xr—
T
V
w
C+
a 0
to-.
cn
m
m
=tp
r-�
II
'
5
o-4,
_M M M
` rL
Xr—
T
V
w
C+
c
to-.
CD
m
m
=tp
5
Po
W
ET
I
'.
* L
C '
cxYcr
_M M M
` rL
v
co
a
V
CP
V
w
C+
-�
to-.
a)
m
m
=tp
v
co
a
V
CP
V
w
C+
-�
a)
m
m
=tp
ro W
43. 4,
CO
m
cn
.m
�a
cn
CD
L
c
i
ti
r
16
Cp
rQ
r
dm
C)
W
a�
p�
LSE
yy�
12
o
La
,v
a
X
0
I
cxYcr
71
r
16
Cp
rQ
r
dm
C)
W
a�
p�
LSE
yy�
12
o
La
,v
_1
M
F
4
%f
a
C
M
Ikc l
1
•ice
i'
M.
A 4 -4
J
st
r�16*
�I+I
r,
31C
lot
rd
f z
1R 3v
i
`
:4 Ik
IF c
IL
i
�
� t
F
go& i
39
ar
:1•
v
■
i'
M.
A 4 -4
J
9
so
qp
10
I
4
M
r
K
T
rt
0
I
st
r�16*
�I+I
r,
31C
lot
f z
1R 3v
i
`
:4 Ik
IF c
i
� t
L �
go& i
39
:1•
v
ir
v
� �I
T
y
+
1
■
`
�IL
T
1'-
9
so
qp
10
I
4
M
r
K
T
rt
0
I