HomeMy WebLinkAboutCHECKLISTS - 06-00362 - 1092 Arctic Willow Dr - New SFRIld
CD 0 CD
PL
0. "CD,
co
MOP
f a,
€In
CFQ ,
rte, �►
` :
a �CD (73�
6 �t I
LN
RD=.
sz, CD
~`
CD
CD
-, 0.' LO
_ w
P.
CD
.,.
CA
# _ 0 `,`t7�
rIA,
CD In
,; CD
CD
y
t
`Cp. •-s,
Ln 1�71
s It
UD 4a
ILI
CD
dL
_ CD
` UQ 0
_
t r-- `` n
1' p
CD
'CD
CD
'•
CD CD
"-
cn
UL
' ! G f
Y
t1iFun
["
L4 w
c' �....
`'
Pba
�' � t�l
CD
CD
CD
CD 0
r -L Old
CL Cb.
'613,`ICD�
' 3—.L.
K
c �' t7
.,� .
0
fo
CL
.116
�. 4 JrQ,
• .
ILA
P3 00
Y."
Ch
CD
crb LQ
Iy .. F • :---
�}f
L �'l
� Ty
5�H
e
I _
lei
Ir
r4 z
0 +
rZZ
-
� �--4 ]
.l�vo
71 Cd 0
r '
4 0 7j
Cd
7j czj.
rz
_f24..,' s�
as
_
0
s _
75
U4 ul
ul
P4 Cd-
., cu 4-4 '
ul
',--w o
F I }
Cd
Qa
i i J
T
M - t10
0
teay
C)
4-2
rA
-74
L/ k Tr
C
:j r
rl
bZ.-�
r
-'-4 N3
r% Lsz
P
tn
OQ
•IP �+•I 'F6%
0 03
tip}'
4-4
a
rl
. d
rr,
ig
ti
cu
0
is
M
9
bLQ
us
0
z
N
Cd
cn
Q
fqn
rz
ul
a
Or,
ijmq
7
m
4
a
L
may.
0
0-4
�_4
L
Cd!l
t
1-4
ww"
C »�
+ ,
P
FRAMING/MECH. CHECKLIST
Date:
Project: Ze�ls
Job Address:
Building Permit Number:
0
[//err
The following comments .based on the 2003 edition of the International Residentialresolved before an accu anc Cade should be
P1111 Y permit +s This cor�ectior� [ist �s nod a building permit. The approval
of plans and specifications does got permit the violation of any section of the Int
Code or any federal, state or local regulations, err�afior��/ Residential
Exterior
400e Concrete Slabs(3 �F 1/2 min. thickness & 41' gravel base min.) R506.1
UBraced
Wall Panels�� (nail or staple - � a. c. at edges &
,o�
/Adequate uplift control at floor line (sheathing split on plate or 1 1
12" o. c. in field} Table 602.3(1)
X 3611 straps 4' a. c. mudsi�l tv s#ids)
Utiav� �Z:) dL garage panes <4' wide (AADA narrow panel design if x2'8"), hold-downs must be on
double stuff or 3X with all nail holes fi-lied.. R602.10 4
Foundation waterproofing to finish gradeR406,1
�Crawf space ventilation I sf per 150sf awl vapor barrier I sf per 1500sf} within 3' of corner
.1-2
Walls (over 4' sized as 2 story, under � 4" must k�e ;�niir�l�. zhpnfha,� �n� �,�►�. n....., .,
aW.
_ _
5
Mud Silk (bolts in proper location, nuts fiightened, 2"x2"x3/1F" washers(conditional),redwoQdJoEnts blocked or under studs at wall and gips g�-oufied or shimmed Rq,pressure treated or
Frame � } .s.! R.602.1 1.1
;;
7'—'Floor Sheathing and nailing Ty.p. 31411 T&G - 611 on edges & 12" in field (perpendicular to joist )
'� Joist Spacing and Size (as per plans)
' Bearing (1-1/2" min.) & Lapping (3" min, where joists lap over wall or beam)
y Notching(je #h-1/6 max., length -1/3 depth max., not in middle 1/3, ends- 1/4 depth'Max.) TJ1-NO
$l.
i
A
aria(1/3 "d" max, >2" of top or bottoM or another hole or notch) TJ1 see. char
��antileuers- Blockinq, reinforcement, �n and spacinq as per plans.
MMMMM�
/,Joists Under Load Bearing Partitions (shall be doubled as per Section 5Q2.3.3, if piumbing space needed,
S� the joists shaft be blacked 4 Q. c.)
10'�Girders and Beams has per
plans, nailed or mechanically connected to frame and proper baring}
�9
Joist Hangers (check location & nailed properly)
�
-7--Draft Step (required for over 1000 sq ft. of unusable space at floor/ce'ling)
140�
/Basemen t walls (pressure treated or redwood sill plate properly fastened to slab)
Z.,Cir Q enin as per plan & properly supported with hangers or wafts} rg
p g�
Stairs check rise- 7 3/411 max., run- 10" min., vary.- 318" max, width-3'min. &headroom- G )
{
�
Wall Layout has per plans)
Infierior Wall Stud Spacing (load fearing is same as exterior), 24 " o.c. max.}
eoo�
aring
Wall Window and [Door Headers Nailing (edge lends)
/-Be
Exterior Bearing Wall Stud Spacing - walls gar in roof load onl � 2x4-16" v.c. 12'max
�, r i R' max. 2x5-24" o.c. 16' max, one floor & roof- - 2x4 � �" O.C.nw�
ZX4-t4 0.l:. iv Ilion, - -
10' max., two floors & ro0f* 2x4-12" max 10' (Fig 602.3.2.(1-3))
000�Double Top Plate (joints lapped min. 2') or Single Top Plate (bearing w/in 1" & adequately tied at joints by
J .,.,.... _�,...1 ..1 .,*oma ...d F Rri nn nails each side) R602.3.2
.) YID Z> Lt GI PlC1tG.7 vv� .., ....... ..... ......._ ----- -
i
Spud Notching bearing �5°/fl max.} Borin 4a°/o mix, 5!8" min. es (60% if doubled).
� Fire Blocking (roof space line at wail, concealed spaces &-at studs over 1D`)
ices &garage/home) , firewall penetrations - elec_ boxes rated, duds
Firewalls between duple 0
25 gauge & not open to garage, door —20 minu�e rated min.
.s details (35# snow load and 90 mph winds) dee truss. details
f Trusses (spaced and braced as per manufacturer)
0 Rafter'and Truss Tie -Downs and hanci.ers
Rafters Lateral- Support (block at bearing when exceeding 5 to 1 rule (2x1 2)
e/Roof Sheathing: Nailing ("H" clips w/ 7/116"), edges -6" o.c., field -12 " O.C.
Z -Attic Access (provide 22" x 30" min. access where dear he'ght > 30")
�n
aria(1/3 "d" max, >2" of top or bottoM or another hole or notch) TJ1 see. char
��antileuers- Blockinq, reinforcement, �n and spacinq as per plans.
MMMMM�
/,Joists Under Load Bearing Partitions (shall be doubled as per Section 5Q2.3.3, if piumbing space needed,
S� the joists shaft be blacked 4 Q. c.)
10'�Girders and Beams has per
plans, nailed or mechanically connected to frame and proper baring}
�9
Joist Hangers (check location & nailed properly)
�
-7--Draft Step (required for over 1000 sq ft. of unusable space at floor/ce'ling)
140�
/Basemen t walls (pressure treated or redwood sill plate properly fastened to slab)
Z.,Cir Q enin as per plan & properly supported with hangers or wafts} rg
p g�
Stairs check rise- 7 3/411 max., run- 10" min., vary.- 318" max, width-3'min. &headroom- G )
{
�
Wall Layout has per plans)
Infierior Wall Stud Spacing (load fearing is same as exterior), 24 " o.c. max.}
eoo�
aring
Wall Window and [Door Headers Nailing (edge lends)
/-Be
Exterior Bearing Wall Stud Spacing - walls gar in roof load onl � 2x4-16" v.c. 12'max
�, r i R' max. 2x5-24" o.c. 16' max, one floor & roof- - 2x4 � �" O.C.nw�
ZX4-t4 0.l:. iv Ilion, - -
10' max., two floors & ro0f* 2x4-12" max 10' (Fig 602.3.2.(1-3))
000�Double Top Plate (joints lapped min. 2') or Single Top Plate (bearing w/in 1" & adequately tied at joints by
J .,.,.... _�,...1 ..1 .,*oma ...d F Rri nn nails each side) R602.3.2
.) YID Z> Lt GI PlC1tG.7 vv� .., ....... ..... ......._ ----- -
i
Spud Notching bearing �5°/fl max.} Borin 4a°/o mix, 5!8" min. es (60% if doubled).
� Fire Blocking (roof space line at wail, concealed spaces &-at studs over 1D`)
ices &garage/home) , firewall penetrations - elec_ boxes rated, duds
Firewalls between duple 0
25 gauge & not open to garage, door —20 minu�e rated min.
.s details (35# snow load and 90 mph winds) dee truss. details
f Trusses (spaced and braced as per manufacturer)
0 Rafter'and Truss Tie -Downs and hanci.ers
Rafters Lateral- Support (block at bearing when exceeding 5 to 1 rule (2x1 2)
e/Roof Sheathing: Nailing ("H" clips w/ 7/116"), edges -6" o.c., field -12 " O.C.
Z -Attic Access (provide 22" x 30" min. access where dear he'ght > 30")
Roof Ventilation (standard 1/150 or 1/300 if 50 - 80% is 3W—M'
,_tbove eaves)
Mechanical (Rough Plumbing Isp. Dine? }
..---,Manufacturer's installation instructions are with the appliance (IRC 106.1.21MI307.1)
�Equipment has shutoff valves in same room AFP exception) and within 6' of appliance IFGC 409'.5)
Z.Sedirnent Traps (-If not built into appliance) at Furnace & W.H. (IFGC 408.4)
k ZDUCt Supports and seated metal - < I O'spacing& Flexible— c '° 4 max -- {� sag �n 4}
/Clothes Dryer Duc#s(solid metal ducts, no screws extending into duct & vent directly to outside)
�abuct insul2fiI
on insulation in non -conditioned Space)
�•
Room access 24" min width 1 Attic access clear opening 20x3O min (Under floor is 22x3O)(IMC 3U6)
`Pressure Regulators (access, vented, tis fitting each side) (IFGC 410)
ZCG.as pipes not in ventilating or circulating air duct (I
FGC 404.1)
/-Metallic gas pipe bends are smooth & free from buckling,cracks.fdamageor other 4D5.2)
Pressure Test,,-
Gas
Pike Material. -
CSST
Branch Lines: Length
ft
ft
ft
ft
ft
ft
{t
17,
:v&
psi min duration
Sch40 MP
To POD
ft
ft
ft
ft
ft
ft
ft
Copper
Diameter
pressure �e�.--
Main Line ft Diameter
Appliance/BTU's (if known)
r�
16
A
VIG
_
k
N
OL
1:
0
IS
■
7
_
k
41
w
i
1 1
0
IS
■
7
0
IS
■
I
LI kv
V
I
LIM
+
i
1111. NINE [WE
zi
WF
06
kh
K a m077 -110%i
1 ge ' '
MEN d
IF
IF -ii 16
• '"• a- •
F - -
*P IF PIN
4L 00 :
�1
* q a
i 1
M 1
L i *u
� it i
PR A
' _ + = ':
as M! 3? .
!
oil
- -' Sim #� m
Mki' M k ;pl- m
.ow 191 40 12 1
IN . p - w p
� � .. �
:1 4 !h ON
,
* r'
IN fa
P* AMR&S. 5A60
'19 4 hft M&
1 1 - -, + Vim N .0 4F
JF T4 g a a" 11-16 P4
qv %- A m Ir it A
u "0 lie x
P F qp 3U 2W., -a A 1�'
IN, or
ChIii i I �1p ' a
477
` ■ • ' 1 'A • � ' ' FYI tp
16 d .� _ a , � i� F
�� ._
141 06 1 239,
P;Mlob, - Z MEN
1A&M S =
XAt PE
i + .;
1
A JIt
�30
F
ME 12 .9 gh
1 ;F ILF '
I AW= "LINA f1%Iy M" rl
r ■ It 4% '
!R :9 + '0 N "Ok
+
Lr
f r&
MEN
I
_
k
41
w
I
LI kv
V
I
LIM
+
i
1111. NINE [WE
zi
WF
06
kh
K a m077 -110%i
1 ge ' '
MEN d
IF
IF -ii 16
• '"• a- •
F - -
*P IF PIN
4L 00 :
�1
* q a
i 1
M 1
L i *u
� it i
PR A
' _ + = ':
as M! 3? .
!
oil
- -' Sim #� m
Mki' M k ;pl- m
.ow 191 40 12 1
IN . p - w p
� � .. �
:1 4 !h ON
,
* r'
IN fa
P* AMR&S. 5A60
'19 4 hft M&
1 1 - -, + Vim N .0 4F
JF T4 g a a" 11-16 P4
qv %- A m Ir it A
u "0 lie x
P F qp 3U 2W., -a A 1�'
IN, or
ChIii i I �1p ' a
477
` ■ • ' 1 'A • � ' ' FYI tp
16 d .� _ a , � i� F
�� ._
141 06 1 239,
P;Mlob, - Z MEN
1A&M S =
XAt PE
i + .;
1
A JIt
�30
F
ME 12 .9 gh
1 ;F ILF '
I AW= "LINA f1%Iy M" rl
r ■ It 4% '
!R :9 + '0 N "Ok
+
Lr
f r&
MEN
I
9
M
1 L
t art
R�
� I
i
1�1 �
Iw
FN
ml
III
-4 .F
V
{
106
w p
1
'+
Iq
a
Nil
a
F
�i
3ji lir
t
N} dd
R r ■
n
h
4
■ It 3
z
V
x
i
III
_
41
9
M
1 L
t art
R�
� I
i
1�1 �
Iw
FN
ml
III
-4 .F
V
{
106
w p
1
'+
Iq
a
Nil
a
F
�i
3ji lir
t
N} dd
R r ■
n
h
4
■ It 3
z
V
x
i
III