HomeMy WebLinkAboutLA174034 - 19980 Henley Lane Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
MODEL HOUSE
CAPE COD SC PLAN
FRONT ELEVATION 'ST'
01
Concept Approval
ONLY
Subject to Field Inspection
Inspector Date
2015
MN Bldg
Code
08/28/2019dmathews
19980 Henley Lane
MODEL HOUSE
CAPE COD SC PLAN
ELEVATIONS
02
Secure door closed until deck is
constructed with a separate permit.
MODEL HOUSE
CAPE COD SC PLAN
FOUNDATION
03
UFER Ground
-Provide 20' Rebar in footing and stub
up near electrical service panel.
HTT4
HTT4
4 5
4
MODEL HOUSE
CAPE COD SC PLAN
FIRST FLOOR
04
8
8
8
CS-PF CS-PF
4
3
MODEL HOUSE
CAPE COD SC PLAN
SECOND FLOOR
05
Temper if glass
within 60" of
tub floor.
4
4 4 4
4
4
44
4
-Min. 15" clearance to any
obstruction from center ofW.C., 24" in front(typ).
MODEL HOUSE
CAPE COD SC PLAN
CROSS SECTION 'A'
06
5,000 psi concrete
MODEL HOUSE
CAPE COD SC PLAN
CROSS SECTION 'B'
07
5,000 psi concrete
MODEL HOUSE
CAPE COD SC PLAN
CROSS SECTION 'C'
08
MODEL HOUSE
CAPE COD SC PLAN
CROSS SECTION 'D'
09
5,000 psi concrete
MODEL HOUSE
CAPE COD SC PLAN
DETAILS
10
MODEL HOUSE
CAPE COD SC PLAN
PORTAL FRAME
11
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FR-03
7/29/2019
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TML TML TML
1/8" = 1'-0" 02/19/2019
FR-03.17/29/19
52' 0"
53
'
0
"
20' 0"12' 0"20' 0"
12' 0"8' 6"27' 0"4' 6"
47' 6"4' 6"17' 6"14' 6"15' 6"
26
'
6
"
26
'
6
"
8'
0
"
3'
0
"
15
'
6
"
19
'
6
"
7'
0
"
2'
0
"
6'
0
"
38
'
0
"
7'
0
"
17
'
0
"
4'
2
"
4'
2
"
12
'
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"
4' 10"4' 9-1/4"2' 0-3/4"
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4
"
1' 4"
7' 0"
20' 6"6' 6"
57
'
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2'
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2'
8
"
31
'
2
"
8"
3' 5"5' 5"
1"
6' 5"3' 2-1/4"
8'
8
"
59' 0"
22
'
6
"
17
'
1
0
"
MAIN LEVEL FLOOR LAYOUT
18" FT @ 19.2" O.C.
Start layout from this wall <<< O
1' 7-7/16" to face of first truss
2x
8
k
n
e
e
w
a
l
l
2x
8
k
n
e
e
w
a
l
l
2x
8
k
n
e
e
w
a
l
l
2x8 kneewall
AFA
0
5
FA
0
5
A
FA09
FA
1
1
(5 ) F A 1 0
(5 ) F A 0 1
(7 ) F A 0 2
(7 ) F A 0 7
(2 ) F A 0 3
(3 ) F A 0 4
(2 ) F A 0 8
(3 ) F A 0 6(2 ) F A 0 6 A
20' 0"12' 0"20' 0"
12' 0"8' 6"27' 0"4' 6"
47' 6"4' 6"17' 6"14' 6"15' 6"
26
'
6
"
26
'
6
"
8'
0
"
3'
0
"
15
'
6
"
19
'
6
"
7'
0
"
2'
0
"
6'
0
"
38
'
0
"
7'
0
"
17
'
0
"
4'
2
"
4'
2
"
12
'
8
"
4' 10"4' 9-1/4"2' 0-3/4"
1'
4
"
1' 4"
6' 6"5' 0"
1/
2
"
11
'
0
"
35
'
0
"
9'
1
-
3
/
4
"
2"
6'
0
"
8'
9
-
3
/
4
"
4' 6-1/2"
6'
0
"
57
'
8
"
31
'
2
"
7' 0"
20' 6"6' 6"
2'
8
"
2'
0
"
5"
9' 11-1/4"
10' 3-3/4"
59' 0"
11
'
1
0
-
1
/
4
"
UPPER LEVEL FLOOR LAYOUT
18" FT @ 19.2" O.C.
Garage plate is 12" lower
than main level plate
2 - 2x10 Flush
A
Start layout from this wall <<< O
1' 7-7/16" to face of first truss
O >>> Start layout fromface of sheathing to
face of first truss 1' 0-13/16"
2 - 2x10 Flush
wall above
X ----- P o i n t L o a d A b o v e
BBBBBBBB
CCCCCCCCD
A03G - Roof Girder Truss E
Floor Hangers:
A - THA422 ( 3 pc's )
B - HHUS46 ( 13 pc's )
C - HUS26 ( 9 pc's )
D - HGUS48 ( 2 pc's )
E - THGQH3 ( 1 pc )with SDS4.5 screws
NOTE: W04 requires 75 - SDW6 x 1/4" screws ** see truss drawing for placement **
A
I01G - Roof Girder Truss
BBBBB
C
G0
1
G
-
R
o
o
f
G
i
r
d
e
r
T
r
u
s
s
flush beamD
Sport Court walls to be framed to same height as main level walls
FB
0
3
FB
0
9
FB
1
0
FB
1
3
W0
4
W0
6
W0
1
W0
2
(5 ) F B 0 4 (4) FB 0 7
(3) FB0
8
(5) FB12
(7) FB 11(9 ) W0 3
(6 ) W 0 5
(11) FB02
(5 ) F B 0 1
20' 0"12' 0"20' 0"
12' 0"8' 6"27' 0"4' 6"
47' 6"4' 6"17' 6"14' 6"15' 6"
26
'
6
"
26
'
6
"
8'
0
"
3'
0
"
15
'
6
"
19
'
6
"
7'
0
"
2'
0
"
6'
0
"
38
'
0
"
7'
0
"
17
'
0
"
4'
2
"
4'
2
"
12
'
8
"
4' 10"4' 9-1/4"2' 0-3/4"
1'
4
"
1' 4"
6' 6"5' 0"
1/
2
"
35
'
0
"
11
'
0
"
1' 0"
12
'
4
"
9'
0
"
16
'
8
"
10
"
57
'
8
"
2'
0
"
2'
8
"
31
'
2
"
7' 0"
20' 6"6' 6"
9' 11-1/4"
59' 0"
15' 6"12' 0"8' 0"
<
<
<
-
-
-
-
>
>
>
W
0
4
,
W
0
5
&
W
0
6
t
r
u
s
s
e
s
se
e
f
l
o
o
r
l
a
y
o
u
t
Tray Vault
HD
G
0
1
HD
G
0
1
AAAA
A
A
A
A
A
A
A
B
B
B
AAAAAA
C C C C C C C D
Roof Hangers:
A - LUS26 ( 24 pc's )
B - THA29 ( 5 pc's )
C - HUS26 ( 7 pc's )
D - HGUS46 ( 1 pc )
B
AAAA
A
A
A
B
Sport Court walls to be
framed to same height
as main level walls
V01
V02
V03
A01
A03G
D0
1
D0
3
C01
C02C04
C01
C02
C03
E0
2
E0
6
V04
V05
V06
V07
V08
V09
E0
5
E0
4
E0
3
R01
EJ01
EJ02
EJ03
EJ04
SJ
0
1
SJ
0
2
E0
9
E0
8
E0
7
R
0
1
EJ01
R01
EJ01
EJ06
EJ07
EJ08
SJ
0
1
SJ
0
2
EJ02
EJ03
EJ04
SJ
0
1
SJ
0
2
EJ09
EJ09
EJ10 E0
6
F0
2
F0
3
I01G
G0
3
G0
2
G0
1
G
EJ19
EJ11
EJ18
EJ17
EJ16
SJ
0
6
SJ
0
5
EJ12
SJ
0
3
SJ
0
4
EJ15
EJ14
H03
H02
H01
SJ
0
6
EJ19
EJ18
R 0 2
R
0
3 R03
(8 ) B 0 1
(1 3 ) E J 0 5
(6 ) E J 0 5
(7) E 02
(3 ) E 0 1
(4) D04 (5) D02
(5 ) A 0 2
(3 ) F 0 4 (6 ) F 0 1
(7 ) E J 1 3
(4 ) S J 0 5
1
0
/
2
9
/
1
9
X
K
P