HomeMy WebLinkAboutLA176561 - 8643 188th St W Permit PackRESIDENTIAL BUILDING
PERMIT APPLICATION
CITY OF LAKEVILLE
BUILDING INSPECTIONS DEPARTMENT
20195 HOLYOKE AVENUE
LAKEVILLE, MN 55044
952-985-4440
Office Use Only
__________________
Permit Number
___________________
Received By
___________________
Date Received
_______ _______
Fee Total
SITE ADDRESS:
MAILING ADDRESS: CITY: STATE: ZIP:
JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________
LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________
ESTIMATED VALUATION: PROPOSED START DATE: END DATE:
(New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION:
APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL
NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED)
PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License)
RESIDENT OWNER
NAME:_______________________________________________________________________________
HOME PHONE #:_____________________________ CELL PHONE:___________________________
GENERAL CONTRACTOR
Homeowner
Contractor
CONTRACTOR:_______________________________________________________________________
LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE)
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
PLUMBING WORK
Homeowner
Contractor
CONTRACTOR:__________________________________________LICENSE #: PM______________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
MECHANICAL WORK
Homeowner
Contractor
CONTRACTOR:________________________________________ _______________________________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
BOND #:_______________________________________ EXPIRATION DATE____________________
SEWER/WATER CONTRACTOR
New Construction Only
NAME:________________________________________________ ______________________________
HOME PHONE _____________________________ CELL PHONE:______________________________
BOND #:_______________________________________ EXPIRATION DATE____________________
INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE
ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY
APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND
ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND
WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START
WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN.
NAME OF APPLICANT (Please Print)DATE
APPLICANT’S SIGNATURE:
www.lakevillemn.gov
8643 188th Street West
Lakeville MN 55044
New Single Family Home 18207 Hideaway Tr
None
$325,095.00 1/27/20 5/13/20
1 1 Chokecherry 5th Add.
n n
n
bmhareid@drhorton.com
Same as Contractor
D.R.Horton, Inc - Minnesota
605657 n/a
952-985-7806
20860 Kenbridge Court Lakeville MN 55044
Silvertree 058743
651-900-7039
1335 Mendota heights Rd Mendota Hgts MN 55120
Sabre
763-473-2267
15535 medina Road Plymouth MN 55447
MB003392 9/15/20
DSM
651-480-1355
IR652046 12/31/19
Cole Feriancek 12/31/19
8
Cole Feriancek
RESIDENTIAL 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:
These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C
8
:
1
2
4
:
1
2
4
:
1
2
6
:
1
2
8
:
1
2
8
:
1
2
4
:
1
2
S
A
D
D
L
E
A
A
A
A
B
B
B
B
C
C
C
C
E
E
E
E
D
D
D
D
8
:
1
2
8
:
1
2
8
:
1
2
6
:
1
2
8
:
1
2
8
:
1
2
7'-0"
7'-0"
8
:
1
2
5
'
-
0
"
8
:
1
2
7'-0"
11' RIDGE VENT
2
0
'
R
I
D
G
E
V
E
N
T
20' RIDGE VENT
R
O
O
F
P
L
A
N
1
/
8
"
=
1
'
-
0
"
A
T
F
R
O
N
T
O
N
L
Y
1
/
2
"
=
1
'
-
0
"
T
Y
P
I
C
A
L
W
D
W
&
D
O
O
R
T
R
I
M
2
x
6
C
A
P
2
x
6
B
A
S
E
8
x
8
R
E
A
L
W
O
O
D
C
O
L
U
M
N
4
x
4
R
E
A
L
W
O
O
D
A
N
G
L
E
D
B
R
A
C
K
E
T
1
'
-
9
"
1'-9"
4
5
°
D
E
T
A
I
L
1
/
4
"
=
1
'
-
0
"
JORDA
N
'
C
'
F
R
O
N
T
P
O
R
C
H
C
O
L
U
M
N
2
X
6
C
A
P
2
X
6
B
A
S
E
8
X
8
R
E
A
L
W
O
O
D
C
O
L
U
M
N
4
X
4
R
E
A
L
W
O
O
D
A
N
G
L
E
D
B
R
A
C
K
E
T
H
A
R
D
B
O
A
R
D
T
R
I
M
H
A
R
D
B
O
A
R
D
S
I
D
I
N
G
H
A
R
D
B
O
A
R
D
S
I
D
I
N
G
2
-
S
I
D
E
D
O
U
T
S
I
D
E
C
O
R
N
E
R
2-3/4"
.96"
3
-
1
/
2
"
S
H
E
A
T
H
I
N
G
HDBD TRIM
1
-
S
I
D
E
D
O
U
T
S
I
D
E
C
O
R
N
E
R
3
-
1
/
2
"
H
A
R
D
B
O
A
R
D
S
I
D
I
N
G
V
I
N
Y
L
S
I
D
I
N
G
"
J
"
C
H
A
N
N
E
L
H
A
R
D
B
O
A
R
D
T
R
I
M
4" TRIM
4" TRIM
6
"
T
R
I
M
6
"
T
R
I
M
1
"
1
.
0
X
2
0
8
6
0
K
E
N
B
R
I
D
G
E
C
O
U
R
T
,
S
U
I
T
E
1
0
0
L
A
K
E
V
I
L
L
E
,
M
N
5
5
0
4
4
(
9
5
2
)
9
8
5
-
7
2
7
2
5
4
7
0
-
C
-
3
.
1
J
O
R
D
A
N
D
R
A
W
N
:
1
0
-
2
-
2
0
1
5
-
A
W
R
E
V
I
S
E
D
:
7
-
3
0
-
2
0
1
8
-
A
W
R
E
S
I
D
E
N
C
E
C
U
S
T
:
HEARTLA
N
D
C
O
T
T
A
G
E
F 128
S
T
E
E
L
P
A
N
E
L
O
V
E
R
H
E
A
D
D
O
O
R
XXXXX
F
D1'-4"
1
'
-
0
"
10 1/8"HEEL
1
'
-
4
"
10 1/8"
HEEL
1'-4"10 1/8"HEELADDRESS NUMBER
1
2
8
6
:
1
2
P
I
T
C
H
4
:
1
2
S
A
D
D
L
E
1x 4:12 PITCH 4:12 PITCH D1'-4"10 1/8"HEEL 128DD
8
:
1
2
P
I
T
C
H
8:12 PITCH
1
2
8
JORDA
N
'
C
'
F
R
O
N
T
6 1/4"6-1/4" FROM TOP OF THRESHOLDTO TOP OF JOIST 1'-4"10 1/8"HEELFHEARTLA
N
D
C
O
T
T
A
G
E
RAIN DIVERTER
4'-6"
4'-6"ICE & WATERALUMINUM FLASHINGBEHIND STOOP
E
G
GH
R
E
F
A
V
I
N
Y
L
L
A
P
S
I
D
I
N
G
P
R
O
D
U
C
T
C
B
D
5
/
4
X
6
C
E
M
E
N
T
B
D
.
T
R
I
M
R
E
F
M
A
T
E
R
I
A
L
L
E
G
E
N
D
E
C
E
M
E
N
T
B
D
.
S
I
D
I
N
G
P
R
O
D
U
C
T
G
F
H
C
E
M
E
N
T
B
D
.
S
H
A
K
E
S
5
/
4
X
8
C
E
M
E
N
T
B
D
T
R
I
M
N
O
T
U
S
E
D
N
O
T
U
S
E
D
C
.
B
.
B
O
A
R
D
-
N
-
B
A
T
T
E
N
8
"
T
R
I
M
P
C
#
6
5
7
:
8
-
1
3
-
2
0
1
9
-
L
L
8
6
4
3
1
8
8
T
H
S
T
W
P
E
R
M
I
T
/
C
O
N
S
T
.
P
L
A
N
S
L
O
T
1
,
B
L
K
1
J
O
H
N
S
O
N
&
G
O
N
C
Z
Y
P
E
R
M
I
T
/
C
O
N
S
T
:
1
2
-
3
0
-
2
0
1
9
-
C
F
C
H
O
K
E
C
H
E
R
R
Y
H
I
L
L
5
T
H
A
D
D
.
LEFT ELEVATION1/8"=1'-0"
R
I
G
H
T
E
L
E
V
A
T
I
O
N
1
/
8
"
=
1
'
-
0
"
42" MIN BELOW FINISHED GRADE ALL EXTERIOR FTGS TO BE MAINTAIN 6" MIN SEPARATION WOOD to EARTH
4
2
"
M
I
N
B
E
L
O
W
F
I
N
I
S
H
E
D
G
R
A
D
E
A
L
L
E
X
T
E
R
I
O
R
F
T
G
S
T
O
B
E
M
A
I
N
T
A
I
N
6
"
M
I
N
S
E
P
A
R
A
T
I
O
N
W
O
O
D
t
o
E
A
R
T
H
R
E
A
R
E
L
E
V
A
T
I
O
N
1
/
8
"
=
1
'
-
0
"
4
2
"
M
I
N
B
E
L
O
W
F
I
N
I
S
H
E
D
G
R
A
D
E
A
L
L
E
X
T
E
R
I
O
R
F
T
G
S
T
O
B
E
2
x
C
E
D
A
R
A ASPHALT SHINGLESFLASH OVER ALL EXT OPGS1'-0"8:12 PITCH128F1'-0"128128F1'-0"8:12 PITCH1'-4"1'-4"
1
x
C
E
D
A
R
A
1'-0"
1
'
-
4
"
10 1/8"
HEEL
6
:
1
2
P
I
T
C
H
1
2
8
128
8
:
1
2
P
I
T
C
H
A
A
8
:
1
2
P
I
T
C
H
8
:
1
2
P
I
T
C
H
1
'
-
4
"
7 7/16"
1
2
6
8
:
1
2
P
I
T
C
H
1
2
8
1
2
8
1
2
8
40% TO 50% NEAR RIDGE VENT 1/300th OF ROOF AREAREMAINDER IN SOFFITPER IRC SECTION R806.2
S
e
c
u
r
e
d
o
o
r
c
l
o
s
e
d
u
n
t
i
l
d
e
c
k
i
s
c
o
n
s
t
r
u
c
t
e
d
w
i
t
h
a
s
e
p
a
r
a
t
e
p
e
r
m
i
t
.
C
o
n
c
e
p
t
A
p
p
r
o
v
a
l
O
N
L
Y
S
u
b
j
e
c
t
t
o
F
i
e
l
d
I
n
s
p
e
c
t
i
o
n
I
n
s
p
e
c
t
o
r
D
a
t
e
2
0
1
5
M
N
B
l
d
g
C
o
d
e
0
1
/
0
8
/
2
0
2
0
d
m
a
t
h
e
w
s
MFD FLOOR TRUSSESINSTALL PER MFRS SPECS
7
'
-
7
"
5
'
-
4
"
5'-3 1/2"5'-6 1/2"UP16R 7'-4"A/C
1
2
'
-
1
1
"
11'-6"
49'-0"
7'-0"
24'-0"
18'-0"
25'-0"
50'-0"19'-0"
1
9
'
-
6
"
11'-6"
1
'
-
7
1
/
2
"
1'-7 1/2"1'-4 1/4"1'-10 3/4"35'-0"12'-6"10'-0"4'-0"49'-0"
3'-6"
10'-0"5'-0"18'-0"12'-0"10'-0"5'-9"13'-2"
1
6
'
-
3
"
M
.
O
.
2 ANCHOR STRAPS WI
T
H
MIN. UPLIFT CAPACITY
O
F
4
,
2
0
0
L
B
S
.
2
A
N
C
H
O
R
S
T
R
A
P
S
W
I
T
H
M
I
N
.
U
P
L
I
F
T
C
A
P
A
C
I
T
Y
O
F
4
,
2
0
0
L
B
S
.
1
6
'
-
3
"
8'-3" M.O.8'-3"
6
"
C
U
R
B
,
2
"
L
E
D
G
E
P
O
U
R
E
D
C
O
N
C
.
W
A
L
L
1
6
"
x
8
"
C
O
N
C
.
F
T
G
.
8
"
T
H
I
C
K
M
I
N
.
3
'
-
6
"
B
E
L
O
W
G
R
A
D
E
MIN. 3'-6"
B
E
L
O
W
G
R
A
D
E
6" CURB
(
O
M
I
T
C
U
R
B
A
T
G
A
R
A
G
E
D
O
O
R
O
P
E
N
I
N
G
S
)
6" THICK16"x8" FT
G
.
POURED
C
O
N
C
.
W
A
L
L
T
Y
P
.
W
I
N
D
O
W
H
E
A
D
H
E
I
G
H
T
A
T
6
'
-
1
1
3
/
8
"
U
.
N
.
O
.
N
O
T
E
:
8
'
-
4
"
H
I
G
H
P
O
U
R
E
D
C
O
N
C
.
F
O
U
N
D
A
T
I
O
N
W
A
L
L
T
Y
P
I
C
A
L
W
D
W
S
I
Z
E
S
G
I
V
E
N
I
N
F
E
E
T
A
N
D
I
N
C
H
E
S
(
W
I
D
T
H
x
H
E
I
G
H
T
)
B
E
A
M
&
H
E
A
D
E
R
S
I
Z
E
S
T
O
B
E
V
E
R
I
F
I
E
D
B
Y
S
U
P
P
L
I
E
R
/
M
F
R
BASEMENT PLAN1/4"=1'-0"
F
U
T
U
R
E
B
E
D
R
M
2
2
6
S
Q
.
F
T
.
F
U
T
U
R
E
W
.
I
.
C
.
FAMILY RMCPT.UNFINISHEDSTORAGE / MECH.
R
/
I
3
/
4
B
5
2
S
Q
.
F
T
.
T
P
H
3
6
"
16"x8" CONC. FTG.6" CURB, 2" LEDGE POURED CONC. WALL 8" THICK, 8'-4" HIGH2'-0"
1
9
'
-
6
"
11'-0"
6
"
C
U
R
B
,
2
"
L
E
D
G
E
P
O
U
R
E
D
C
O
N
C
.
W
A
L
L
1
6
"
x
8
"
C
O
N
C
.
F
T
G
.
8
"
T
H
I
C
K
,
8
'
-
4
"
H
I
G
H
2-8
2
-
6
2
-
4
H
D
R
2
-
4
DROPPED BEAM CONC. PAD FTG.30x30x12CONC. PAD FTG.30x30x12
C
O
N
C
.
P
A
D
F
T
G
.
3
0
x
3
0
x
1
2
ANCHORS AT 6'-0" O.C.BLOCK AT MIDPOINT14x8 CONC FTG 6" HALF-HIGH CURB TREATED BOTTOM PLATE 2x6 STUDS AT 16" O.C.2x6 BRNG WALL 2x6 BRNG WALL
2
x
6
B
R
N
G
W
A
L
L
UNEXCAVA
T
E
D
SUMP 16"x8" CONC. FTG.POURED CONC. WALL 8" THICK, 8'-4" HIGH
1
6
"
x
8
"
C
O
N
C
.
F
T
G
.
P
O
U
R
E
D
C
O
N
C
.
W
A
L
L
8
"
T
H
I
C
K
,
8
'
-
4
"
H
I
G
H
These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C
2
.
0
X
J
O
R
D
A
N
-
5
4
7
0
-
C
-
3
.
1
P
C
#
6
4
7
:
4
-
1
7
-
2
0
1
9
-
L
L
P
C
#
6
6
5
:
5
-
2
9
-
2
0
1
9
-
L
L
P
C
#
6
3
7
:
8
-
1
5
-
2
0
1
9
-
C
F
P
C
#
6
6
6
:
9
-
2
5
-
2
0
1
9
-
C
F
6'-0"OF MAIN LEVEL SUBFLOOR FRAME WALL TO UNDERSIDE AC HVWHF.D.BRACING FOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUND.SYSTEM 4'-0"MAX
F
B
BRACING FOUNDATIONSYSTEMBRACINGFOUNDATIONSYSTEMBRACINGFOUND.SYSTEM MAX 4'-0"BRACING FOUNDATIONSYSTEMMAX.COCK SILL2'-0"13'-2"17'-6 1/2"5'-9"4'-11 1/2"30x30x12CONC. PAD FTG.B.P.DROPPED BEAM (cont)NOTE:MECHANICAL EQUIPMENT LAYOUT WILL VARYPER PLUMBING, ELECTRICAL, MECHANICAL,STRUCTURAL AND/OR SITE CONDITIONS36x36x12 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.
C
.
3" FROM BOTTOM POINT LOAD FROM ABOVE 42x42x12 CONC. PAD FTG.#5 BARS EACH WAY @ 12" O.
C
.
3" FROM BOTTOM POINT LOAD FROM ABOVE
3
4
x
4
8
F
B
G
L
S
H
O
W
E
R
S
U
R
R
O
U
N
D
16"x8" CONC. FTG.POURED CONC. WALL 8" THICK, 8'-4" HIGH4'-0"4'-6"(3) 2x10 DROPPED BEAMCANT. JOISTS TREATED 2x8's16" ON CENTER16" CONC. PIER FTG 6x6 TREATED POSTMIN. 3'-6" BELOW GRADE TYPICAL:PORCH ABOVE(2) 2x10 DROPPED BEAMCANT. JOISTS 8"5'-2"6'-6"POURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE6'-2 5/8"3"12'-6 3/8"CANT.BEAM 5'-9"3"
24" TOWEL BAR
1
3
0
2
S
Q
.
F
T
.
NOTE: ROCK WHOLELOWER LEVEL CEILINGEXCEPT FOR 80 SQ FTAT MECHANICAL ROOM
1
/
2
"
=
1
'
-
0
"
P
O
R
C
H
S
K
I
R
T
D
E
T
A
I
L
1
/
2
"
=
1
'
-
0
"
F
R
O
N
T
P
O
R
C
H
L
E
D
G
E
R
S
E
C
T
I
O
N
6 1/4"7 1/4"6 3/4"
F
L
A
S
H
I
N
G
A
B
O
V
E
D
O
O
R
T
H
R
E
S
H
O
L
D
G
R
A
D
E
T
O
P
O
F
S
U
B
F
L
O
O
R
T
O
T
O
P
O
F
J
O
I
S
T
4
-
1
/
2
"
F
R
O
M
1 1/2"
A
N
D
B
E
L
O
W
2
x
8
&
2
x
1
0
T
R
T
D
L
E
D
G
E
R
S
T
R
T
D
2
X
8
J
O
I
S
T
S
1
6
"
O
.
C
.
(
8
)
1
0
d
C
O
M
M
O
N
N
A
I
L
S
T
R
T
D
.
2
X
1
0
R
I
P
P
E
D
(
T
O
P
O
F
F
O
U
N
D
T
O
B
O
T
T
O
M
O
F
D
E
C
K
J
O
I
S
T
)
5
/
4
"
D
E
C
K
I
N
G
R
I
M
B
O
A
R
D
1
-
1
/
8
"
O
S
B
1
8
"
F
L
O
O
R
T
R
U
S
S
E
S
(
4
)
P
E
R
D
E
C
K
,
R
A
T
E
D
A
T
7
5
0
#
E
A
C
H
S
P
A
C
E
D
E
V
E
N
L
Y
,
M
A
X
.
2
4
"
F
R
O
M
E
N
D
O
F
L
E
D
G
E
R
L
A
T
E
R
A
L
L
O
A
D
C
O
N
N
E
C
T
I
O
N
:
U
S
P
L
T
S
1
9
-
T
Z
w
/
L
B
P
1
2
-
T
Z
W
A
S
H
E
R
1
x
1
0
C
E
D
A
R
S
K
I
R
T
A
T
D
R
O
P
P
E
D
B
E
A
M
1
x
1
0
C
E
D
A
R
S
K
I
R
T
A
T
D
E
C
K
R
I
M
J
O
I
S
T
B
L
O
C
K
I
N
G
A
S
R
E
Q
.
F
O
R
S
K
I
R
T
S
U
P
P
O
R
T
D
R
O
P
P
E
D
B
E
A
M
U
S
P
L
T
S
1
9
-
T
Z
B
R
A
C
I
N
G
A
N
D
W
O
O
D
B
L
O
C
K
I
N
G
S
E
E
P
A
G
E
5
F
O
R
D
E
T
A
I
L
S
30x30x12CONC. PAD FTG.34x34x14CONC. PAD FTG.RADONVENT PIPE
2
'
-
6
1
/
2
"
2
'
-
1
0
1
/
2
"
1
'
-
1
1
"
3 1/2x5 1/2 VERSA COLUMN
F
O
U
N
D
A
T
I
O
N
I
N
S
U
L
A
T
I
O
N
F
R
O
N
T
F
O
U
N
D
A
T
I
O
N
W
A
L
L
:
-
2
0
S
Q
F
T
/
5
0
L
I
N
F
T
=
0
.
4
0
R
A
T
I
O
R
-
1
0
R
E
A
R
F
O
U
N
D
A
T
I
O
N
W
A
L
L
:
-
3
0
S
Q
F
T
/
5
0
L
I
N
F
T
=
0
.
6
0
R
A
T
I
O
R
I
G
H
T
S
I
D
E
F
O
U
N
D
.
W
A
L
L
:
-
8
0
S
Q
F
T
/
2
5
L
I
N
F
T
=
3
.
2
0
R
A
T
I
O
L
E
F
T
S
I
D
E
F
O
U
N
D
.
W
A
L
L
:
-
7
3
S
Q
F
T
/
3
5
L
I
N
F
T
=
2
.
0
8
R
A
T
I
O
-
F
O
U
N
D
A
T
I
O
N
I
N
S
U
L
A
T
I
O
N
R
A
T
I
N
G
S
A
R
E
B
A
S
E
D
O
N
L
E
S
S
T
H
A
N
2
.
6
A
I
R
C
H
A
N
G
E
S
P
E
R
H
O
U
R
D
U
R
I
N
G
T
H
E
A
I
R
L
E
A
K
A
G
E
T
E
S
T
R
-
1
0
R
-
1
5
R
-
1
5
R
E
Q
U
I
R
E
M
E
N
T
S
5-1/4x5-1/4 VERSA COLUMN
1
/
2
"
=
1
'
-
0
"
F
R
O
N
T
P
O
R
C
H
L
E
D
G
E
R
D
E
T
A
I
L
18"
FLOOR
TRUSSES
3/4"
1st FLOOR
WALLSSUBFLOOR
9'-1 1/8"
BASEMENT
WALLS
3
/
4
"
S
U
B
F
L
O
O
R
6 1/4"7-1/4"
2
x
8
P
O
R
C
H
L
E
D
G
E
R
2
x
6
E
X
T
E
R
I
O
R
W
A
L
L
.
2""MIN.
.
.
5 1/4"
2" FROM TOP
L
A
G
S
C
R
E
W
T
O
B
E
M
I
N
.
2
"
F
R
O
M
E
D
G
E
1
6
"
O
.
C
.
U
N
D
E
R
1
0
'
-
0
"
S
P
A
N
1
2
"
O
.
C
.
O
V
E
R
1
0
'
-
0
"
S
P
A
N
S
U
B
F
L
O
O
R
T
O
T
O
P
O
F
L
E
D
G
E
R
OF LEDGER
1
9
.
2
"
O
.
C
.
F
L
O
O
R
T
R
U
S
S
E
S
B
L
O
C
K
I
N
G
,
L
A
I
D
F
L
A
T
(
2
)
T
R
T
D
2
x
1
2
(
8
)
1
6
D
N
A
I
L
S
O
N
I
N
S
I
D
E
B
L
O
C
K
I
N
G
,
L
A
I
D
F
L
A
T
T
R
T
D
(
2
)
2
x
1
2
(
8
)
1
6
D
N
A
I
L
S
P
E
R
S
I
D
E
(
8
)
3
0
D
N
A
I
L
S
O
N
O
U
T
S
I
D
E
L
A
G
S
C
R
E
W
S
1
/
2
"
D
I
A
M
E
T
E
R
I
N
S
T
A
L
L
E
D
S
T
A
G
G
E
R
E
D
I
N
2
R
O
W
S
L
A
G
S
C
R
E
W
S
W
/
W
A
S
H
E
R
T
O
B
E
U
S
P
L
T
S
1
9
-
T
Z
S
T
R
A
P
S
T
O
B
E
A
T
T
A
C
H
E
D
T
O
D
E
C
K
J
O
I
S
T
O
R
2
X
1
2
B
L
O
C
K
I
N
G
A
N
D
A
N
C
H
O
R
E
D
I
N
T
O
F
L
O
O
R
T
R
U
S
S
.
(
4
)
S
T
R
A
P
S
P
E
R
D
E
C
K
/
P
O
R
C
H
,
R
A
T
E
D
A
T
7
5
0
#
E
A
C
H
,
T
O
B
E
S
P
A
C
E
D
E
V
E
N
L
Y
.
M
A
X
2
4
"
F
R
O
M
E
N
D
O
F
D
E
C
K
L
E
D
G
E
R
M
I
N
I
M
U
M
3
"
P
E
N
E
T
R
A
T
I
O
N
T
H
R
U
O
S
B
R
I
M
&
F
L
O
O
R
T
R
U
S
S
COCK SILL6'-8"1'-0"2W 3050 SH
3
0
5
0
S
H
2x6 WALKOUT WALL2x6 STUDS AT 16" O.C. 8" POURED CONC. WALL TREATED BOTTOM PLATE6" CURB, 2" LEDGE18x8 CONC. FTG.MIN. 3'-6" BELOW GRADE
6
'
-
1
1
"
16'
-
4
"
14'-2"50'-0"12'-7"6-0 SGD12'-0"2x6 LOOKOUT WALL2x6 STUDS AT 16" O.C. POURED CONC. WALL TREATED BOTTOM PLATE18x8 CONC. FTG.8" THICK, 4'-4" HIGH16"x8" CONC. FTG.POURED CONC. WALL 8" THICK, 8'-4" HIGH
12'-0"
36x72CONC. PAD
T
H
R
U
P
L
A
T
E
S
G
R
O
U
N
D
I
N
G
R
O
D
S
8
6
4
3
1
8
8
T
H
S
T
W
P
E
R
M
I
T
/
C
O
N
S
T
.
P
L
A
N
S
L
O
T
1
,
B
L
K
1
C
H
O
K
E
C
H
E
R
R
Y
H
I
L
L
5
T
H
A
D
D
.
P
L
A
N
O
P
T
I
O
N
S
W
A
L
K
O
U
T
B
A
S
E
M
E
N
T
F
I
N
I
S
H
E
D
L
.
L
.
F
A
M
I
L
Y
R
M
.
W
I
N
D
O
W
&
D
O
O
R
S
C
H
E
D
U
L
E
-
W
A
L
K
O
U
T
C
A
L
L
-
O
U
T
U
-
F
A
C
T
O
R
R
O
U
G
H
O
P
E
N
I
N
G
6
0
6
8
S
G
D
0
.
3
1
7
2
1
/
8
"
X
8
0
"
L
O
C
A
T
I
O
N
S
H
G
C
F
A
M
I
L
Y
R
O
O
M
0
.
3
2
3
0
5
0
S
H
0
.
3
1
3
6
1
/
4
"
X
6
0
1
/
4
"
#
1
1
B
E
D
R
O
O
M
0
.
3
1
0
.
3
1
1
0
.
3
1
F
A
M
I
L
Y
R
O
O
M
2
W
3
0
5
0
S
H
7
2
1
/
8
"
X
6
0
1
/
4
"
WS
W
A
T
E
R
S
O
F
T
E
N
E
R
791 SQ. FT.(3)7-1/4 Versa-Lam(3)11-7/8 Versa-Lam(2)9-1/2 Versa-Lam
(
2
)
9
-
1
/
2
V
e
r
s
a
-
L
a
m
5
55
U
F
E
R
G
r
o
u
n
d
-
P
r
o
v
i
d
e
2
0
'
R
e
b
a
r
i
n
f
o
o
t
i
n
g
a
n
d
s
t
u
b
u
p
n
e
a
r
e
l
e
c
t
r
i
c
a
l
s
e
r
v
i
c
e
p
a
n
e
l
.
35'-0"12'-6"36'-6"5'-0"18'-0"
49'-0"
6'-4"7'-0"
24'-0"
11'-8"
25'-0"
50'-0"19'-0"
1
9
'
-
6
"
11'-6"19'-6"13'-2"6'-4"6'-6"6'-8"
9
'
-
9
"
9'-9"5'-5 3/4"6'-0 1/4"REF.END PANEL10'-8"2'-6"3'-6"1'-11"
5
'
-
2
"
8
'
-
4
"
6'-0"
1
9
'
-
6
"
11'-0"2'-0"12'-0"10'-0"4'-3"5'-9"4'-3"49'-0"
4
'
-
6
"
3
'
-
1
0
"
1'-7 3/4"3'-10 3/4"4'-8 1/2"
2
-
4
2
-
8
1
6
x
7
O
V
E
R
H
E
A
D
D
O
O
R
8x7 OVERHEAD DOOR FLOOR LINE ABOVEDROPPED BEAM12'-5 1/2"6'-3 1/2"3"2'-11"3'-5"6"6"18'-0"4'-6"5'-9"4'-0"4'-0"14'-2"2-03-02W 3060 SH 3040 SH 3060 SH3060 SH3060 SH
2
W
3
0
6
0
S
H
DININGHD-FLR FAMILYROOMHD-FLR
G
A
R
A
G
E
S
L
O
P
E
T
O
D
O
O
R
S
4
"
C
O
N
C
F
L
O
O
R
7
1
5
S
Q
.
F
T
.
T
Y
P
I
C
A
L
2
x
6
G
A
R
A
G
E
W
A
L
L
S
O
W
N
E
R
S
E
N
T
R
Y
H
D
-
F
L
R
FOYERHD-FLR PANTRYHD-FLR2-812" DROPPED SOFFIT 12" DROPPED SOFFIT
S
T
E
P
S
14" MFD I-JOISTSINSTALL PER MFRS SPECSCANT.BEAM DROPPED BEAM3"WOOD PORCH13" WIDE DROPPED SOFFIT(SEE SECTION)DROPPED BEAM DN16R
TPH
2
4
"
T
O
W
E
L
B
A
R
9
'
-
8
"
3
'
-
1
0
"
2
-
4
B
E
D
R
M
#
6
C
P
T
.
B
A
T
H
#
4
H
D
-
F
L
R
3
6
"
2
-
6
4
-
0
7'-2"4'-6"
2x6 BRNG WALL
2
x
6
B
R
N
G
W
A
L
L
2x6 BRNG WALL FLUSH BEAMDROPPED BEAM 6'-11 1/2"1ST FLOOR PLAN1/4"=1'-0"
1
4
2
3
S
Q
.
F
T
.
N
O
T
E
:
9
'
-
1
1
/
8
"
P
L
A
T
E
H
E
I
G
H
T
T
Y
P
I
C
A
L
W
D
W
S
I
Z
E
S
G
I
V
E
N
I
N
F
E
E
T
A
N
D
I
N
C
H
E
S
(
W
I
D
T
H
x
H
E
I
G
H
T
)
T
Y
P
.
F
I
R
S
T
F
L
O
O
R
W
I
N
D
O
W
H
E
A
D
H
E
I
G
H
T
A
T
7
'
-
1
1
3
/
8
"
U
.
N
.
O
.
B
E
A
M
&
H
E
A
D
E
R
S
I
Z
E
S
T
O
B
E
V
E
R
I
F
I
E
D
B
Y
S
U
P
P
L
I
E
R
/
M
F
R
These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C
3
.
0
X
RADONVENT PIPEON ALL WALLS & CEILING GYP. BOARD NOTE:
22x30
ATTIC
ACCESS
1
0
"
F
R
O
M
H
O
U
S
E
D
R
O
P
P
L
A
T
E
S
6'-4"
3-4 x 8-0 OPG.2'-6 1/2"3'-6"114 SQ. FT.8'-7"50'-0"
1
1
'
-
0
"
6
'
-
1
1
"
4
'
-
1
"
2
'
-
6
"
3
'
-
1
"
1 1/2"CPT.UP15R UP1RVERSA-LAM COLUMN 5-1/4" x 5-1/4"LAM COLUMN 5-1/4" x 7" VERSA-6-1/2" BEARING REQ'D 2X8 WALL
3
4
x
4
8
F
B
G
L
S
H
O
W
E
R
S
U
R
R
O
U
N
D
10'-2"7'-10"DROPPED BEAM5'-9"2x6 BRNG WALL 3'-9 1/2"DROPPED BEAM10" FROM HOUSE DROP PLATES2'-0"
J
O
R
D
A
N
-
5
4
7
0
-
C
-
3
.
1
P
C
#
6
4
7
:
4
-
1
7
-
2
0
1
9
-
L
L
P
C
#
6
6
5
:
5
-
2
9
-
2
0
1
9
-
L
L
P
C
#
6
3
7
:
8
-
1
5
-
2
0
1
9
-
C
F
P
C
#
6
6
6
:
9
-
2
5
-
2
0
1
9
-
C
F
DINETTEHD-FLR2-4 HDR10'-0"4'-0"SUBFLOOR TO43 1/2" FROM TOP OFSET KITCHEN WINDOWRGH.OPG. OF WINDOW6"WOOD STEPS 5'-6"TYPICAL PORCH COLUMN:8x8 MFD COLUMN W/2x6 CAP & BASE AND4x4 ANGLED BRACE 14" MFD I-JOISTSINSTALL PER MFRS SPECS14" MFD I-JOISTSINSTALL PER MFRS SPECS KIT.HD-FLR 24x60BASE7'-0"8'-0 1/2"3'-5" TOP34 1/2" A.F.F.2x4 WALLS FRAMED4'-4"5'-0" CABTS.5'-4" TOP 5'-10"5'-1" WALL
M
F
D
T
R
U
S
S
E
S
A
T
2
4
"
O
.
C
.
14" TRANSOM 6068 SGD W/
I
N
S
U
L
A
T
E
3
-
C
A
R
G
A
R
A
G
E
K
E
Y
L
E
S
S
E
N
T
R
Y
GAS FP W/ FANR.O. 42" X 40-1/8"3'-1 1/2"3'-1 1/2"7'-0"5 1/2"INSIDE FRAMINGINSIDE FRAMING OUTSIDE FRAMING2'-0"FRAME SOFFIT AT 7'-6 1/8" FROMTOP SBFLR TO BTM FRAMING20 AMP.MICRO HOODCIRCUIT COOKTOP DWOVEN1'-9"3'-0"GAS LAZYSUSANRECYCLING CENTERWOOD RAILING TO OUTSIDEVENT MICROHOOD KITCHEN BACKSPLASH
8
6
4
3
1
8
8
T
H
S
T
W
P
E
R
M
I
T
/
C
O
N
S
T
.
P
L
A
N
S
L
O
T
1
,
B
L
K
1
C
H
O
K
E
C
H
E
R
R
Y
H
I
L
L
5
T
H
A
D
D
.
6
0
6
8
S
G
D
W
/
T
R
A
N
S
0
.
3
1
3
6
1
/
4
"
X
4
8
"
0
.
3
1
0
.
3
1
7
2
1
/
8
"
X
9
4
"
0
.
3
2
W
I
N
D
O
W
&
D
O
O
R
S
C
H
E
D
U
L
E
C
A
L
L
-
O
U
T
U
-
F
A
C
T
O
R
R
O
U
G
H
O
P
E
N
I
N
G
L
O
C
A
T
I
O
N
S
H
G
C
#
3
-
0
D
O
O
R
0
.
3
1
3
8
.
2
5
"
X
8
3
.
2
5
"
F
O
Y
E
R
0
.
2
3
1
2
W
3
0
6
0
S
H
D
I
N
I
N
G
R
O
O
M
1
B
E
D
R
O
O
M
#
6
2
W
3
0
6
0
S
H
1
D
I
N
E
T
T
E
F
A
M
I
L
Y
R
O
O
M
3
0
6
0
S
H
1
K
I
T
C
H
E
N
3
0
4
0
S
H
1
3
0
.
3
1
7
2
1
/
8
"
X
7
2
"
0
.
3
1
0
.
3
1
7
2
1
/
8
"
X
7
2
"
0
.
3
1
0
.
3
1
3
6
1
/
4
"
X
7
2
"
0
.
3
1
P
L
A
N
O
P
T
I
O
N
S
S
I
G
N
A
T
U
R
E
K
I
T
C
H
E
N
G
A
S
F
I
R
E
P
L
A
C
E
SINKTIPOUT TRAY
S
T
A
I
R
R
A
I
L
I
N
G
G
A
S
L
I
N
E
F
O
R
F
U
T
U
R
E
H
E
A
T
E
R
G
A
R
A
G
E
G
A
S
L
I
N
E
665365
5
6
6
6
PFH
P
F
H
(
2
)
1
1
-
7
/
8
V
e
r
s
a
-
L
a
m
(2)9-1/2 Versa-Lam (2)14" Versa-Lam (2)24" Versa-Lam(2)7-1/4 Versa-Lam(2)7-1/4 Versa-Lam (2)14" Versa-Lam (2)7-1/4 Versa-Lam(3)7-1/4 Versa-Lam
(
2
)
7
-
1
/
4
V
e
r
s
a
-
L
a
m
11'-6"7'-0"5'-0"11'-6"
6'-4"11'-2"
35'-0"6'-0"41'-0"50'-0"13'-6"15'-2"50'-0"13'-6"5'-6"8'-2"
1
0
'
-
9
1
/
2
"
19'-0"12'-0 1/2"
1
8
'
-
1
1
1
/
2
"
25'-0"16'-0"
41'-0"
3'-0"13'-0"
2'-6"5'-6"4'-6"8'-6 1/2"3'-4 1/4"5'-9 1/2"5'-6"8'-0"6'-6"7'-0"2'-7"2'-11"6'-0 1/4"6'-0 1/4"7'-0"6'-6"7'-8"7'-6"2ND FLOOR PLAN1/4"=1'-0"
1
5
8
0
S
Q
.
F
T
.
L
I
V
I
N
G
A
R
E
A
N
O
T
E
:
8
'
-
1
1
/
8
"
P
L
A
T
E
H
E
I
G
H
T
T
Y
P
I
C
A
L
W
D
W
S
I
Z
E
S
G
I
V
E
N
I
N
F
E
E
T
A
N
D
I
N
C
H
E
S
(
W
I
D
T
H
x
H
E
I
G
H
T
)
T
Y
P
.
S
E
C
O
N
D
F
L
O
O
R
W
I
N
D
O
W
H
E
A
D
H
E
I
G
H
T
A
T
6
'
-
1
1
3
/
8
"
U
.
N
.
O
.
B
E
A
M
&
H
E
A
D
E
R
S
I
Z
E
S
T
O
B
E
V
E
R
I
F
I
E
D
B
Y
S
U
P
P
L
I
E
R
/
M
F
R
2-6 2-611'-6 3/4"3'-4"2'-2"LINEN 2W 3050 SH2W 3050 SH3050 SH2W 3050 SH
2'-3"8'-11"
DN16R2-6 2-0 BEDRM #2CPT.BEDRM #3CPT.BEDRM #4CPT.W.I.C.CPT.W/ WOOD CAP 42" HIGH HALF WALLThese plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C
4
.
0
X
J
O
R
D
A
N
-
5
4
7
0
-
C
-
3
.
1
P
C
#
6
4
7
:
4
-
1
7
-
2
0
1
9
-
L
L
P
C
#
6
6
5
:
5
-
2
9
-
2
0
1
9
-
L
L
P
C
#
6
3
7
:
8
-
1
5
-
2
0
1
9
-
C
F
P
C
#
6
6
6
:
9
-
2
5
-
2
0
1
9
-
C
F
3
0
4
0
S
H
T
E
M
P
G
L
GAMEROOMCPT.3050 SH 36'-6"
10'-0"3'-8 3/4"
24" TOWEL BAR
7
2
"
14'-2"
7
'
-
2
"
7'-1"
7
'
-
1
"
8'-4 1/4"2W 3050 SH
2
-
4
2
-
4
OWN
E
R
S
BED
R
M
CPT.
W
.
I
.
C
.
C
P
T
.
O
W
N
E
R
S
B
A
T
H
H
D
-
F
L
R
2-8WASHDRY
1
3
5
0
1350 2-47'-6"4'-0"3'-6"2-4 W.I.C.CPT.W.I.C.CPT.W.I.C.CPT.2-4INSIDE FRAMING2-424" TOWEL BAR 2x6 WALLLINEN18"RADONVENT PIPEBATH #2HD-FLR
2
-
4
7'-6"
3
'
-
8
"
3
'
-
6
"
2
x
6
W
A
L
L
TPH
18'-0"TPH GIRDER TRUSS MFD TRUSSES AT 24" O.C.
MFD TRUSSES AT 24" O.C.
3
'
-
0
"
7
'
-
9
1
/
2
"
2
0
4
0
S
H
T
E
M
P
G
L
TEMP 22x30ATTICACCESS5-0 FBGLTUB/SHWR
CENTER OF SHWR HEAD OPG 84" ABOVE SUBFLOOR
O
W
N
E
R
S
B
A
T
H
W
/
1
/
2
"
=
1
'
-
0
"
S
H
O
W
E
R
B
A
S
E
F
I
B
E
R
G
L
A
S
S
B
A
S
E
18"
D
E
T
A
I
L
'
A
'
3
4
X
6
0
F
I
B
E
R
G
L
A
S
S
C
L
1
6
"
@
3
4
"
S
H
W
R
4'-0"
C
L
S
H
O
W
E
R
C
O
N
T
R
O
L
TO CENTER OF SHOWER VALVE
SEATS & TOE LEDGES
1
0
-
3
/
4
"
3
6
"
V
A
L
V
E
1
7
-
3
/
1
6
"
@
3
6
"
S
H
W
R
2-6
2
-
4
60"
W
I
N
D
O
W
&
D
O
O
R
S
C
H
E
D
U
L
E
-
U
P
P
E
R
L
E
V
E
L
C
A
L
L
-
O
U
T
U
-
F
A
C
T
O
R
R
O
U
G
H
O
P
E
N
I
N
G
L
O
C
A
T
I
O
N
S
H
G
C
#
2
W
3
0
5
0
S
H
1
W
.
I
.
C
.
1
B
E
D
R
M
#
4
G
A
M
E
R
O
O
M
1
2
W
3
0
5
0
S
H
2
W
3
0
5
0
S
H
O
W
N
E
R
S
B
R
1
3
0
4
0
S
H
O
W
N
E
R
S
B
A
T
H
1
2
0
4
0
S
H
1
2
W
3
0
5
0
S
H
1
B
E
D
R
M
#
3
1
B
E
D
R
M
#
2
O
W
N
E
R
S
B
A
T
H
3
0
5
0
S
H
3
0
5
0
S
H
0
.
3
1
0
.
3
1
7
2
1
/
8
"
X
6
0
1
/
4
"
0
.
3
1
0
.
3
1
7
2
1
/
8
"
X
6
0
1
/
4
"
0
.
3
1
0
.
3
1
7
2
1
/
8
"
X
6
0
1
/
4
"
0
.
3
1
0
.
3
1
7
2
1
/
8
"
X
6
0
1
/
4
"
0
.
3
1
3
6
1
/
4
"
X
6
0
1
/
4
"
0
.
3
1
0
.
3
1
3
6
1
/
4
"
X
6
0
1
/
4
"
0
.
3
1
0
.
3
1
3
6
1
/
4
"
X
4
8
"
0
.
3
1
2
4
"
X
4
8
"
0
.
3
1
0
.
3
2
LAUNDHD-FLR NO TOP PLATESNO TOP PLATES 5-1/4x5-1/4 VERSACOL.5-1/4x5-1/4 VERSACOL.
N
O
T
E
S
:
A
L
L
T
O
E
L
E
D
G
E
S
A
N
D
S
E
A
T
S
A
R
E
1
8
"
O
F
F
T
H
E
S
U
B
F
L
O
O
R
B
A
T
O
E
L
E
D
G
E
S
A
R
E
M
O
D
E
L
B
T
-
1
7
B
Y
B
E
T
T
E
R
B
E
N
C
H
S
Y
S
T
E
M
S
D
M
I
X
E
R
V
A
L
V
E
I
S
A
L
W
A
Y
S
C
E
N
T
E
R
E
D
B
E
L
O
W
S
H
O
W
E
R
H
E
A
D
C
H
E
I
G
H
T
O
F
S
H
O
W
E
R
S
H
E
L
V
E
S
T
O
B
E
D
E
P
E
N
D
A
N
T
O
N
T
I
L
E
S
E
L
E
C
T
I
O
N
S
8" RAISED CEILING
W
/
3
6
"
G
L
A
S
S
P
A
N
E
L
2
x
4
W
A
L
L
,
4
8
"
H
I
G
H
W
/
C
T
S
U
R
R
O
U
N
D
3
4
x
6
0
F
B
G
L
B
A
S
E
4
2
x
6
0
F
B
G
L
T
U
B
P
R
O
V
I
D
E
A
C
C
E
S
S
6
"
S
P
L
A
S
H
3'-8"
T
O
E
L
E
D
G
E
(
3
)
S
H
W
R
S
H
E
L
F
WS
8
6
4
3
1
8
8
T
H
S
T
W
P
E
R
M
I
T
/
C
O
N
S
T
.
P
L
A
N
S
L
O
T
1
,
B
L
K
1
C
H
O
K
E
C
H
E
R
R
Y
H
I
L
L
5
T
H
A
D
D
.
P
L
A
N
O
P
T
I
O
N
S
T
I
L
E
D
S
H
W
R
S
U
R
R
O
U
N
D
O
W
N
E
R
S
B
O
X
V
A
U
L
T
C
E
I
L
I
N
G
PANIC PAN
I
N
S
T
A
L
L
T
I
L
E
V
E
R
T
I
C
A
L
1
/
3
S
T
A
G
G
E
R
5533
-
M
i
n
.
1
5
"
c
l
e
a
r
a
n
c
e
t
o
a
n
y
o
b
s
t
r
u
c
t
i
o
n
f
r
o
m
c
e
n
t
e
r
o
f
W
.
C
.
,
2
4
"
i
n
f
r
o
n
t
(
t
y
p
)
.
These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C
5
.
0
X
J
O
R
D
A
N
-
5
4
7
0
-
C
-
3
.
1
P
C
#
6
4
7
:
4
-
1
7
-
2
0
1
9
-
L
L
P
C
#
6
6
5
:
5
-
2
9
-
2
0
1
9
-
L
L
P
C
#
6
3
7
:
8
-
1
5
-
2
0
1
9
-
C
F
P
C
#
6
6
6
:
9
-
2
5
-
2
0
1
9
-
C
F
PORCH ABOVEELECTRICAL PL
A
N
SEPERATE 15 AMP CIRCUITW/ SINGLE RECEPTACLE
S
D
SGFI15 AMP CIRCUITFOR POWER VENTW/ SINGLE RECEPTACLEBASEMENTWPSUMPA/C1/4"=1'-0"
F
U
T
U
R
E
B
E
D
R
M
F
U
T
U
R
E
W
.
I
.
C
.
FAMILY RMUNFINISHEDSTORAGE / MECH.
R
/
I
3
/
4
B
UN
E
X
C
A
V
A
T
E
D
AC HVWHF.D.SMART HOMESYSTEM RECEPTACLE LOW VOLTAGESYSTEM RECEPTACLEWATER SOFTRECEPTACLE S WPS
SS
CDLLL LLL
L
8
6
4
3
1
8
8
T
H
S
T
W
P
E
R
M
I
T
/
C
O
N
S
T
.
P
L
A
N
S
L
O
T
1
,
B
L
K
1
C
H
O
K
E
C
H
E
R
R
Y
H
I
L
L
5
T
H
A
D
D
.
S S3-WAY SWITCH
R
E
C
E
P
T
A
C
L
E
TECH TUBEINSTALL STRAIGHT UPS
L
S
D
S
S
P
L
A
N
O
P
T
I
O
N
S
W
A
L
K
O
U
T
B
A
S
E
M
E
N
T
F
I
N
I
S
H
E
D
L
.
L
.
F
A
M
I
L
Y
R
M
.
W
A
T
E
R
S
O
F
T
E
N
E
R
WS
C
G
F
I
2
0
A
M
P
ELECTRICAL PLAN1/4"=1'-0"1ST FLOOR CDDININGFAMILYROOMGA
R
A
G
E
O
W
N
E
R
S
E
N
T
R
Y
FOYER PANTRYWOOD PORCHThese plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C
6
.
0
X
J
O
R
D
A
N
-
5
4
7
0
-
C
-
3
.
1
P
C
#
6
4
7
:
4
-
1
7
-
2
0
1
9
-
L
L
P
C
#
6
6
5
:
5
-
2
9
-
2
0
1
9
-
L
L
P
C
#
6
3
7
:
8
-
1
5
-
2
0
1
9
-
C
F
P
C
#
6
6
6
:
9
-
2
5
-
2
0
1
9
-
C
F
DINETTE
E
L
E
C
T
R
I
C
A
L
P
L
A
N
1
/
4
"
=
1
'
-
0
"
2
N
D
F
L
O
O
R
KIT.S WPSS
S
S
SSWPGFI TSSS
S
P
R
I
N
K
L
E
R
S
Y
S
T
E
M
R
E
C
E
P
T
A
C
L
E
USBSSS
B
E
D
R
M
#
2
O
W
N
E
R
S
B
E
D
R
M
B
E
D
R
M
#
3
B
E
D
R
M
#
4
W
.
I
.
C
.
W
.
I
.
C
.
W
.
I
.
C
.
W
.
I
.
C
.
W
.
I
.
C
.
L
SS
S
S
D
S
S
S S
R
O
U
G
H
-
I
N
C
E
I
L
I
N
G
F
A
N
S
S
G
F
I
GFI
S
SS
S
S
S
S
C
D
S
D
/
C
M
D
S
D
S
D
S
D
/
C
M
D
S
S
S
D
G
A
M
E
R
O
O
M
F
A
N
L
L
L
L
SDS
SSGFI
B
E
D
R
M
#
6
B
A
T
H
#
4
F
A
N
L
S
S
S
F
A
N
O
W
N
E
R
S
B
A
T
H
L
F
A
N
LL L LSD/CMD
B
A
T
H
#
2
G
F
I
S
G
F
I
CHIME SHCP
S
S
S
S
S
2nd SMARTHOME RECEPT.
D
D
D
D
D
D
L
L
L
L
L L
L
L
L
L
L
L
L
D
D
L
DISP.S SL SSLLLL
F
O
R
F
U
T
U
R
E
H
E
A
T
E
R
I
N
C
L
U
D
E
S
O
U
T
L
E
T
&
T
H
E
R
M
O
S
T
A
T
W
I
R
I
N
G
G
A
S
L
I
N
E
SSS S PEND.PEND.7'-6 1/2"3'-0"7'-7 1/2"CL4'-0"4'-7 1/2"LL24" U.C.LIGHTS 24" U.C.LIGHTS12" UNDERCAB.LIGHTS6" U.C.LIGHTS S
8
6
4
3
1
8
8
T
H
S
T
W
P
E
R
M
I
T
/
C
O
N
S
T
.
P
L
A
N
S
L
O
T
1
,
B
L
K
1
C
H
O
K
E
C
H
E
R
R
Y
H
I
L
L
5
T
H
A
D
D
.
P
L
A
N
O
P
T
I
O
N
S
S
I
G
N
A
T
U
R
E
K
I
T
C
H
E
N
G
A
S
F
I
R
E
P
L
A
C
E
S
T
A
I
R
R
A
I
L
I
N
G
U
N
D
E
R
C
A
B
I
N
E
T
L
I
G
H
T
I
N
G
RR S
E
X
T
E
R
I
O
R
R
E
C
E
S
S
E
D
L
I
G
H
T
S
K
I
T
C
H
E
N
P
E
D
A
N
T
L
I
G
H
T
I
N
G
F
A
M
I
L
Y
R
O
O
M
L
I
G
H
T
I
N
G
D
I
N
E
T
T
E
L
I
G
H
T
I
N
G
G
A
R
A
G
E
G
A
S
L
I
N
E
20 AMPRECEPTACLE
8
"
R
A
I
S
E
D
C
E
I
L
I
N
G
T
E
C
H
T
U
B
E
C
D
T
E
C
H
T
U
B
E
R
O
U
G
H
-
I
N
C
E
I
L
I
N
G
F
A
N
R
O
U
G
H
-
I
N
C
E
I
L
I
N
G
F
A
N
R
O
U
G
H
-
I
N
C
E
I
L
I
N
G
F
A
N
L
L
L
L
O
W
N
E
R
S
S
S
S
S
C
O
N
D
U
I
T
F
R
O
M
A
T
T
I
C
T
I
L
E
D
S
H
W
R
S
U
R
R
O
U
N
D
O
W
N
E
R
S
B
O
X
V
A
U
L
T
C
E
I
L
I
N
G
O
W
N
E
R
S
B
E
D
R
M
.
L
I
G
H
T
I
N
G
R
G
H
-
I
N
C
E
I
L
I
N
G
F
A
N
S
I
N
B
D
R
M
#
2
,
#
3
,
#
4
TECH TUBE
7
.
0
X
J
O
R
D
A
N
-
5
4
7
0
-
C
-
3
.
1
P
C
#
6
4
7
:
4
-
1
7
-
2
0
1
9
-
L
L
P
C
#
6
6
5
:
5
-
2
9
-
2
0
1
9
-
L
L
P
C
#
6
3
7
:
8
-
1
5
-
2
0
1
9
-
C
F
P
C
#
6
6
6
:
9
-
2
5
-
2
0
1
9
-
C
F
These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C
9'-1 1/8"
10'-3 7/8"
CONC WALL
9'-8 3/4"
8'-2"8'-1 1/8"
3/4" 250 SUBFLOOR3/4" 350 SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR SLOPE TO DOORS W.I.C.GARAGE 24'-0"1/4"=1'-0"CROSS SECTION A-A
2
5
'
-
0
"
OWNERSENTRY4" CONC. FLOOR
B
E
D
R
M
O
W
N
E
R
S
B
E
D
R
O
O
M
#
6
DROP PLATES 10"AT 2-CAR PORTION OF GARAGE 10"8'-4 7/16"20'-0"4 127'-6 7/16"14" MFD I-JOISTS18" MFD FLOOR TRUSSES
1
'
-
4
"
1
2
6
7 7/16"
1'-4"1267 7/16"
1
/
4
"
=
1
'
-
0
"
CR
O
S
S
S
E
C
T
I
O
N
C
-
C
9'-1 1/8"
10'-3 7/8"
CONC WALL
9'-8 3/4"
8'-2"8'-1 1/8"
3/4" SUBFLOOR3/4" SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR DININGP
A
N
T
R
Y
K
I
T
C
H
E
N
W
.
I
.
C
.
BA
T
H
#
2
BEDRM #3
B
E
D
R
M
#
2
9'-1 1/8"
10'-3 7/8"
C
O
N
C
W
A
L
L
9'-8 3/4"
8'-2"8'-1 1/8"
3
/
4
"
S
U
B
F
L
O
O
R
3
/
4
"
S
U
B
F
L
O
O
R
8
'
-
4
"
P
O
U
R
E
D
C
O
N
C
W
A
L
L
3
1
/
2
"
C
O
N
C
.
F
L
O
O
R
1
4
"
M
F
D
I
-
J
O
I
S
T
S
S
L
O
P
E
T
O
D
O
O
R
S
W
.
I
.
C
.
G
A
R
A
G
E
2
2
'
-
0
"
2
3
'
-
0
"
1
/
4
"
=
1
'
-
0
"
C
R
O
S
S
S
E
C
T
I
O
N
B
-
B
5
'
-
0
"
B
E
D
R
M
#
4
4
"
C
O
N
C
.
F
L
O
O
R
R
O
O
M
G
A
M
E
R
O
O
M
F
A
M
I
L
Y
1
8
'
-
0
"
3
5
'
-
0
"
1
/
4
"
=
1
'
-
0
"
L
O
N
G
I
T
U
D
I
N
A
L
S
E
C
T
I
O
N
D
-
D
9'-1 1/8"
10'-3 7/8"
C
O
N
C
W
A
L
L
9'-8 3/4"
8'-2"8'-1 1/8"
3
/
4
"
2
5
0
S
U
B
F
L
O
O
R
8
'
-
4
"
P
O
U
R
E
D
3
1
/
2
"
C
O
N
C
.
F
L
O
O
R
K
I
T
C
H
E
N
O
W
N
E
R
S
B
A
T
H
O
W
N
E
R
S
E
N
T
R
Y
W
.
I
.
C
.
B
A
T
H
#
2
W
.
I
.
C
.
H
A
N
D
R
A
I
L
A
L
L
S
T
A
I
R
S
P
R
O
V
I
D
E
M
I
N
.
6
'
-
8
"
H
E
A
D
R
O
O
M
4
)
L
S
L
S
T
R
I
N
G
E
R
S
7
3
/
4
"
M
A
X
R
I
S
E
1
0
"
T
R
E
A
D
C
U
T
S
T
A
I
R
D
A
T
A
F
L
A
T
F
R
A
M
E
F
O
R
L
I
G
H
T
I
N
G
F
I
X
T
U
R
E
1'-0"
1
8
"
M
F
D
F
L
O
O
R
T
R
U
S
S
E
S
1
4
"
M
F
D
I
-
J
O
I
S
T
S
1
8
"
M
F
D
F
L
O
O
R
T
R
U
S
S
E
S
1
8
'
-
0
"
4
'
-
0
"
1'-1"6'-0"6 1/4"18" MFD FLOOR TRUSSES 14" MFD I-JOISTS
D
R
O
P
P
E
D
B
E
A
M
6'-8"
MIN HEADROOM
2x8 JOISTS 5/4" DECKING(2) 2x8DROPPED BEAMPOURED CONC. WALL18"x8" CONC. FTG.8" THICKMIN. 3'-6" BELOW GRADE SET ON 10" THICKPOURED CONC. WALL CONC. SIDEWALK TOP OF THRESHOLDTO TOP OF JOIST 6-1/4" FROM3"5'-9"CANT.JOISTS
4
1
'
-
0
"
1
'
-
4
"
10 1/8"
HEEL
GIRDER TRUSS
8
1
2
13" WIDEDROPPED SOFFITVERIFY DEPTHPER BEAM SIZE 4DROPPED BEAM 5'-9"12
6'-8"
MIN HEADROOM
1
4
"
D
R
O
P
P
E
D
B
E
A
M
10"
REALWOOD COLUMNSW/ SIMPSON POST CAP& COLUMN CONNECTIONCOLUMN & JOIST/BLOCKING HURRICANE CLIPS AT BEAMS(6) NAILS EACH SIDE AT
1
'
-
4
"
1
2
4
4 3/4"
R
I
M
B
O
A
R
D
R
I
P
P
E
D
1'-4"4 3/4"
3
/
4
"
3
5
0
S
U
B
F
L
O
O
R
M
F
D
T
R
U
S
S
8"
2'-7 1/
2
"
These plans, and the concept thereofor used without written consent. And may not be reproduced are the exclusive property of D.R. Horton Inc.,COPYRIGHT D.R. HORTON, INC. 2014C
8
.
0
X
J
O
R
D
A
N
-
5
4
7
0
-
C
-
3
.
1
P
C
#
6
4
7
:
4
-
1
7
-
2
0
1
9
-
L
L
P
C
#
6
6
5
:
5
-
2
9
-
2
0
1
9
-
L
L
P
C
#
6
3
7
:
8
-
1
5
-
2
0
1
9
-
C
F
P
C
#
6
6
6
:
9
-
2
5
-
2
0
1
9
-
C
F
A
T
T
I
C
V
E
N
T
I
L
A
T
I
O
N
H
O
U
S
E
:
1
6
3
3
S
Q
.
F
T
.
3
9
1
.
9
2
N
E
T
F
R
E
E
V
E
N
T
N
E
E
D
E
D
A
T
R
I
D
G
E
4
0
'
(
L
I
N
.
F
T
.
R
I
D
G
E
V
E
N
T
)
X
1
8
S
Q
.
I
N
.
(
P
E
R
L
I
N
.
F
T
)
=
7
2
0
P
R
O
V
I
D
E
D
F
U
L
L
Y
V
E
N
T
E
D
S
O
F
F
I
T
S
V
E
N
T
1
/
3
0
0
t
h
O
F
R
O
O
F
A
R
E
A
5
0
%
T
O
8
0
%
N
E
A
R
R
I
D
G
E
R
E
M
A
I
N
D
E
R
I
N
S
O
F
F
I
T
P
E
R
I
R
C
S
E
C
T
I
O
N
R
8
0
6
3
9
1
.
9
2
N
E
T
F
R
E
E
V
E
N
T
N
E
E
D
E
D
A
T
S
O
F
F
I
T
G
A
R
A
G
E
:
5
0
6
S
Q
.
F
T
.
1
2
1
.
4
4
N
E
T
F
R
E
E
V
E
N
T
N
E
E
D
E
D
A
T
R
I
D
G
E
1
1
'
(
L
I
N
.
F
T
.
R
I
D
G
E
V
E
N
T
)
X
1
8
S
Q
.
I
N
.
(
P
E
R
L
I
N
.
F
T
)
=
1
9
8
P
R
O
V
I
D
E
D
F
U
L
L
Y
V
E
N
T
E
D
S
O
F
F
I
T
S
1
2
1
.
4
4
N
E
T
F
R
E
E
V
E
N
T
N
E
E
D
E
D
A
T
S
O
F
F
I
T
G
A
R
A
G
E
S
L
A
B
L
E
D
G
E
D
E
T
A
I
L
1
/
2
"
S
H
E
A
T
H
I
N
G
M
I
N
.
R
-
2
0
I
N
S
U
L
A
T
I
O
N
2
x
6
S
T
U
D
S
A
T
1
6
"
O
.
C
.
H
O
U
S
E
W
R
A
P
S
I
D
I
N
G
P
E
R
E
L
E
V
.
B
A
R
R
I
E
R
P
A
S
T
A
C
O
U
S
T
I
C
A
L
S
E
A
L
A
N
T
E
X
T
E
N
D
P
O
L
Y
V
A
P
O
R
1
-
1
/
2
"
T
H
E
R
M
A
X
2
-
1
/
4
"
X
1
2
"
D
U
C
T
I
N
S
U
L
A
T
I
O
N
(
R
-
1
0
x
2
)
1
/
2
"
=
1
'
-
0
"
W
A
L
L
D
E
T
A
I
L
1
/
2
"
=
1
'
-
0
"
T
H
E
S
L
O
P
I
N
G
O
F
T
H
E
F
L
O
O
R
B
E
P
R
O
T
E
C
T
E
D
W
H
E
R
E
V
E
R
4
"
C
O
N
C
.
G
A
R
A
G
E
F
L
O
O
R
R
I
G
I
D
I
N
S
U
L
A
T
I
O
N
M
U
S
T
C
R
E
A
T
E
S
A
N
E
X
P
O
S
U
R
E
.
5
/
8
"
G
Y
P
.
B
D
.
2
-
P
L
Y
2
4
"
V
E
R
S
A
L
A
M
B
E
A
M
10"
1
4
"
M
F
D
I
-
J
O
I
S
T
S
2'-0"
1'-2"
(
B
O
I
S
E
-
E
W
P
O
N
L
Y
)
T
Y
P
I
C
A
L
W
A
L
L
S
E
C
T
I
O
N
1
/
2
"
=
1
'
-
0
"
9'-1 1/8"
T
R
U
S
S
E
S
P
E
R
P
L
A
N
3
/
4
"
S
U
B
F
L
O
O
R
V
A
R
I
E
S
S
E
E
P
L
A
N
V
A
R
I
E
S
1
2
2
x
6
S
T
U
D
S
A
T
1
6
"
O
.
C
.
B
L
O
C
K
A
T
M
I
D
P
O
I
N
T
2
x
6
B
E
A
R
I
N
G
W
A
L
L
1
4
x
8
C
O
N
C
.
F
T
G
.
6
"
H
A
L
F
H
I
G
H
C
O
N
C
.
C
U
R
B
.
B
L
K
.
1
/
2
"
A
N
C
H
O
R
B
O
L
T
S
O
M
I
T
B
E
A
R
I
N
G
W
A
L
L
A
T
S
T
E
E
L
O
R
L
V
L
B
E
A
M
R
-
4
9
I
N
S
U
L
.
M
F
D
T
R
U
S
S
E
S
A
I
R
C
H
U
T
E
S
A
P
P
L
I
E
D
O
N
W
A
R
M
-
I
N
-
W
I
N
T
E
R
S
I
D
E
O
F
T
H
E
R
M
A
L
I
N
S
U
L
A
T
I
O
N
A
T
A
B
O
V
E
G
R
A
D
E
F
R
A
M
E
D
W
A
L
L
S
,
R
I
M
J
O
I
S
T
S
,
F
L
R
S
A
N
D
C
L
G
S
N
O
T
E
D
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
N
O
T
E
D
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
O
V
E
R
1
/
2
"
S
H
E
A
T
H
I
N
G
S
H
I
N
G
L
E
S
O
V
E
R
F
E
L
T
P
A
P
E
R
R
I
G
I
D
W
I
N
D
W
A
S
H
I
N
S
T
A
L
L
E
D
E
X
T
E
N
D
I
N
G
B
A
R
R
I
E
R
M
U
S
T
B
E
T
O
W
I
T
H
I
N
1
-
1
/
2
"
t
o
2
"
F
R
O
M
B
O
T
T
O
M
O
F
R
O
O
F
S
H
E
A
T
H
I
N
G
4
M
I
L
.
P
O
L
Y
V
A
P
O
R
/
A
I
R
B
A
R
R
I
E
R
A
L
U
M
I
N
U
M
C
O
R
N
I
C
E
V
E
N
T
S
4
0
%
T
O
5
0
%
N
E
A
R
R
I
D
G
E
V
E
N
T
1
/
3
0
0
t
h
O
F
R
O
O
F
A
R
E
A
R
E
M
A
I
N
D
E
R
I
N
S
O
F
F
I
T
P
E
R
I
R
C
S
E
C
T
I
O
N
R
8
0
6
E
X
T
.
S
P
R
A
Y
-
O
N
W
A
T
E
R
P
R
O
O
F
I
N
G
W
A
T
C
H
D
O
G
+
E
N
E
R
G
Y
S
Y
S
T
E
M
T
R
E
A
T
E
D
S
I
L
L
P
L
A
T
E
A
P
P
R
O
V
E
D
A
N
C
H
O
R
P
E
R
C
O
D
E
(
I
R
C
R
4
0
3
.
1
.
6
)
1
6
x
8
C
O
N
C
.
F
T
G
.
R
U
N
I
N
T
O
S
U
M
P
B
A
S
K
E
T
C
O
N
T
I
N
U
O
U
S
D
R
A
I
N
T
I
L
E
W
H
E
R
E
A
P
P
L
I
C
A
B
L
E
T
R
E
A
T
E
D
S
I
L
L
P
L
A
T
E
V
E
R
T
I
C
A
L
R
E
I
N
F
O
R
C
I
N
G
A
S
S
O
I
L
C
O
N
D
.
R
E
Q
U
I
R
E
W
/
S
I
L
L
S
E
A
L
E
R
M
I
N
.
4
2
"
B
E
L
O
W
F
I
N
I
S
H
E
D
G
R
A
D
E
A
L
L
E
X
T
E
R
I
O
R
F
O
O
T
I
N
G
S
T
O
B
E
4
"
I
N
C
H
C
L
E
A
N
A
G
G
R
E
G
A
T
E
O
R
C
O
N
C
R
E
T
E
S
L
A
B
A
N
D
P
R
E
P
A
R
E
D
S
U
B
G
R
A
D
E
6
M
I
L
P
O
L
Y
V
.
B
.
W
/
L
A
P
P
E
D
S
E
A
M
S
1
2
"
B
E
T
W
E
E
N
A
P
P
R
O
V
E
D
G
A
S
-
P
E
R
M
E
A
B
L
E
L
A
Y
E
R
P
A
S
S
I
V
E
S
U
B
-
S
L
A
B
D
E
P
R
E
S
S
U
R
I
Z
A
T
I
O
N
S
Y
S
T
E
M
R
E
Q
U
I
R
E
D
P
E
R
M
I
N
N
E
S
O
T
A
R
E
S
I
D
E
N
T
I
A
L
E
N
E
R
G
Y
C
O
D
E
1
3
2
2
.
2
1
0
0
P
O
U
R
E
D
C
O
N
C
.
W
A
L
L
8
"
T
H
I
C
K
,
8
'
-
4
"
H
I
G
H
2
x
6
L
O
O
K
O
U
T
W
A
L
L
2
x
6
S
T
U
D
S
A
T
1
6
"
O
.
C
.
A
N
C
H
O
R
B
O
L
T
S
A
T
6
'
O
.
C
.
8
"
T
H
I
C
K
,
4
2
"
H
I
G
H
P
O
U
R
E
D
C
O
N
C
.
W
A
L
L
1
6
x
8
C
O
N
C
.
F
T
G
.
T
R
E
A
T
E
D
B
O
T
T
O
M
P
L
A
T
E
2
x
6
W
A
L
K
O
U
T
W
A
L
L
2
x
6
S
T
U
D
S
A
T
1
6
"
O
.
C
.
A
N
C
H
O
R
B
O
L
T
S
A
T
6
'
O
.
C
.
P
O
U
R
E
D
C
O
N
C
.
W
A
L
L
(
6
"
C
U
R
B
,
2
"
I
N
T
.
L
E
D
G
E
)
1
6
x
8
C
O
N
C
.
F
T
G
.
T
R
E
A
T
E
D
B
O
T
T
O
M
P
L
A
T
E
8
"
T
H
I
C
K
,
4
2
"
H
I
G
H
O
P
E
N
I
N
G
S
,
J
O
I
N
T
S
A
N
D
S
U
M
P
S
F
O
U
N
D
A
T
I
O
N
W
A
L
L
&
S
L
A
B
S
E
A
L
J
O
I
N
T
B
E
T
W
E
E
N
3
-
1
/
2
"
C
O
N
C
.
F
L
O
O
R
S
E
A
L
E
D
A
T
8'-1 1/8"
1
/
2
"
E
X
T
.
S
H
E
A
T
H
I
N
G
5
-
1
/
2
"
B
A
T
T
I
N
S
U
L
A
T
I
O
N
2
x
6
S
T
U
D
S
A
T
1
6
"
O
.
C
.
W
/
H
O
U
S
E
W
R
A
P
S
I
D
I
N
G
P
E
R
E
L
E
V
.
J
O
I
S
T
S
P
E
R
P
L
A
N
3
/
4
"
S
U
B
F
L
O
O
R
S
E
E
P
L
A
N
V
E
R
T
I
C
A
L
C
L
E
A
R
A
N
C
E
O
F
N
O
T
L
E
S
S
T
H
A
N
T
H
E
E
X
T
E
R
I
O
R
W
A
L
L
T
O
P
P
L
A
T
E
T
O
T
H
E
R
O
O
F
S
H
E
A
T
H
I
N
G
S
I
X
I
N
C
H
E
S
F
R
O
M
T
H
E
O
U
T
S
I
D
E
E
D
G
E
O
F
6" MIN.
HEEL
6
'
-
0
"
O
F
I
C
E
&
W
A
T
E
R
S
H
I
E
L
D
I
N
S
T
A
L
L
P
E
R
M
F
R
'
S
S
P
E
C
S
T
E
R
M
I
N
A
T
E
1
2
"
A
B
O
V
E
R
O
O
F
2
x
6
S
U
B
F
A
S
C
I
A
S
E
A
L
A
N
T
B
Y
C
A
R
P
E
N
T
E
R
P
R
I
O
R
T
O
S
H
E
A
T
H
I
N
G
P
R
O
V
I
D
E
R
E
C
E
P
T
A
C
L
E
F
O
R
F
U
T
U
R
E
R
A
D
O
N
F
A
N
V
E
N
T
P
I
P
E
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
W
I
T
H
A
M
I
N
I
M
U
M
2
4
"
H
O
R
I
Z
O
N
T
A
L
C
L
E
A
R
A
N
C
E
A
N
D
3
6
"
V
E
R
T
I
C
A
L
C
L
E
A
R
A
N
C
E
T
O
A
L
L
O
W
F
O
R
F
U
T
U
R
E
I
N
S
T
A
L
L
A
T
I
O
N
O
F
R
A
D
O
N
F
A
N
(
A
C
T
I
V
E
S
Y
S
T
E
M
)
W
/
V
A
P
O
R
B
A
R
R
.
5
/
8
"
G
Y
P
.
B
D
.
A
P
P
L
I
E
D
O
N
W
A
R
M
-
I
N
-
W
I
N
T
E
R
S
I
D
E
O
F
T
H
E
R
M
A
L
I
N
S
U
L
A
T
I
O
N
A
T
A
B
O
V
E
G
R
A
D
E
F
R
A
M
E
D
W
A
L
L
S
,
R
I
M
J
O
I
S
T
S
,
F
L
R
S
A
N
D
C
L
G
S
4
M
I
L
.
P
O
L
Y
V
A
P
O
R
/
A
I
R
B
A
R
R
I
E
R
W
/
A
P
P
R
O
V
E
D
S
E
A
L
A
N
T
G
Y
P
.
B
D
.
W
/
V
A
P
O
R
B
A
R
R
.
1
/
2
"
S
A
G
-
R
E
S
I
S
T
A
N
T
1
/
2
"
G
Y
P
.
B
D
.
S
E
A
L
B
E
H
I
N
D
P
O
L
Y
.
S
E
A
L
B
E
H
I
N
D
P
O
L
Y
.
1
/
2
"
G
Y
P
.
B
D
.
S
E
A
L
B
E
H
I
N
D
P
O
L
Y
.
S
E
A
L
B
E
H
I
N
D
P
O
L
Y
.
P
A
S
S
I
V
E
R
A
D
O
N
V
E
N
T
L
A
B
E
L
O
N
E
A
C
H
F
L
R
"
R
A
D
O
N
R
E
D
U
C
T
I
O
N
S
Y
S
T
E
M
"
P
A
S
S
I
V
E
R
A
D
O
N
V
E
N
T
L
A
B
E
L
O
N
E
A
C
H
F
L
R
"
R
A
D
O
N
R
E
D
U
C
T
I
O
N
S
Y
S
T
E
M
"
P
A
S
S
I
V
E
R
A
D
O
N
V
E
N
T
L
A
B
E
L
O
N
E
A
C
H
F
L
R
"
R
A
D
O
N
R
E
D
U
C
T
I
O
N
S
Y
S
T
E
M
"
T
O
E
A
C
H
S
I
D
E
O
F
"
T
"
F
I
T
T
I
N
G
I
N
A
G
G
R
E
G
A
T
E
1
0
'
S
E
C
T
I
O
N
O
F
P
E
R
F
O
R
A
T
E
D
P
I
P
E
C
O
N
N
E
C
T
E
D
1
/
2
"
O
S
B
o
r
1
/
2
"
T
R
E
A
T
E
D
P
L
Y
W
D
A
T
G
R
O
U
N
D
L
E
V
E
L
A
P
P
L
I
C
A
N
T
I
O
N
S
T
O
M
A
I
N
T
A
I
N
P
E
R
M
A
N
E
N
T
C
O
N
T
A
C
T
W
I
T
H
T
H
E
U
N
D
E
R
S
I
D
E
O
F
T
H
E
S
U
B
F
L
O
O
R
D
E
C
K
I
N
G
F
L
A
S
H
I
N
G
O
V
E
R
X
P
I
N
S
U
L
A
T
I
O
N
.
X
P
T
O
R
U
N
M
I
N
.
6
"
B
E
L
O
W
G
R
A
D
E
F
I
N
I
S
H
E
D
G
R
A
D
E
W
I
L
L
V
A
R
Y
J
O
I
S
T
C
A
N
T
I
L
E
V
E
R
D
E
T
A
I
L
(
R
-
3
0
.
5
)
(
S
T
C
-
4
1
)
5
"
M
I
N
.
P
O
L
Y
U
R
E
T
H
A
N
E
F
O
A
M
2
x
6
E
X
T
E
R
I
O
R
W
A
L
L
(
S
E
E
O
S
W
E
L
L
E
N
G
I
N
E
E
R
I
N
G
)
R
-
0
.
6
2
R
-
2
1
R
-
N
/
A
R
-
N
/
A
I
N
S
I
D
E
A
I
R
F
I
L
M
R
-
0
.
6
8
1
/
2
"
G
Y
P
B
D
.
R
-
0
.
4
5
O
U
T
S
I
D
E
A
I
R
F
I
L
M
R
-
0
.
1
7
1
/
2
"
E
X
T
.
S
H
E
A
T
H
I
N
G
5
-
1
/
2
"
B
A
T
T
I
N
S
U
L
A
T
I
O
N
2
x
6
S
T
U
D
S
A
T
1
6
"
O
.
C
.
W
/
H
O
U
S
E
W
R
A
P
S
I
D
I
N
G
P
E
R
E
L
E
V
.
R
-
0
.
6
2
R
-
2
1
R
-
N
/
A
R
-
N
/
A
I
N
S
I
D
E
A
I
R
F
I
L
M
R
-
0
.
6
8
1
/
2
"
G
Y
P
B
D
.
R
-
0
.
4
5
O
U
T
S
I
D
E
A
I
R
F
I
L
M
R
-
0
.
1
7
2
x
6
E
X
T
E
R
I
O
R
W
A
L
L
3
.
5
"
M
I
N
.
P
O
L
Y
U
R
E
T
H
A
N
E
F
O
A
M
A
T
P
E
R
I
M
E
T
E
R
R
=
2
0
3
.
5
"
M
I
N
.
P
O
L
Y
U
R
E
T
H
A
N
E
F
O
A
M
A
T
P
E
R
I
M
E
T
E
R
R
=
2
0
G
Y
P
.
B
D
.
E
X
C
E
P
T
8
0
S
F
A
T
1
/
2
"
S
A
G
-
R
E
S
I
S
T
A
N
T
R
U
N
N
I
N
G
T
H
R
U
U
N
C
O
N
D
I
T
I
O
N
E
D
S
P
A
C
E
S
T
O
H
A
V
E
R
-
4
I
N
S
U
L
.
(
M
I
N
)
V
E
N
T
P
I
P
E
R
-
1
0
R
I
G
I
D
I
N
S
U
L
A
T
I
O
N
I
N
T
E
N
D
E
D
F
O
R
E
X
T
E
R
I
O
R
U
S
E
A
S
T
M
C
5
7
8
,
C
6
1
2
o
r
C
1
0
2
9
I
N
S
T
A
L
L
E
D
P
E
R
M
F
R
'
S
S
P
E
C
S
A
L
L
N
O
N
-
B
E
A
R
I
N
G
P
A
R
T
I
T
I
O
N
W
A
L
L
S
T
O
B
E
F
R
A
M
E
D
A
T
1
6
"
O
N
C
E
N
T
E
R
A
L
L
N
O
N
-
B
E
A
R
I
N
G
P
A
R
T
I
T
I
O
N
W
A
L
L
S
T
O
B
E
F
R
A
M
E
D
A
T
1
6
"
O
N
C
E
N
T
E
R
5
0
0
0
P
S
I
T
E
S
T
E
D
-
O
R
-
A
P
P
R
O
V
E
D
A
D
M
I
X
T
U
R
E
T
H
E
M
E
C
H
A
N
I
C
A
L
R
O
O
M
O
F
F
O
U
N
D
A
T
I
O
N
W
A
L
L
1
6
x
8
C
O
N
C
.
F
T
G
.
5
0
0
0
P
S
I
T
E
S
T
E
D
-
O
R
-
A
P
P
R
O
V
E
D
A
D
M
I
X
T
U
R
E
(
I
F
R
E
Q
U
I
R
E
D
P
E
R
F
O
U
N
D
A
T
I
O
N
E
X
T
E
N
D
O
V
E
R
S
I
L
L
P
L
A
T
E
R
-
5
R
I
G
I
D
I
N
S
U
L
A
T
I
O
N
(
A
T
R
I
G
H
T
A
N
D
L
E
F
T
S
I
D
E
O
F
H
O
M
E
O
N
L
Y
)
S
E
A
L
E
D
A
N
D
T
A
P
E
D
A
T
T
O
P
C
A
L
C
U
L
A
T
I
O
N
S
,
R
4
0
2
.
2
.
8
.
A
)
R
-
5
R
I
G
I
D
I
N
S
U
L
A
T
I
O
N
(
A
T
S
I
D
E
L
O
O
K
O
U
T
F
O
U
N
D
A
T
I
O
N
O
N
L
Y
,
N
O
T
A
T
R
E
A
R
L
O
O
K
O
U
T
W
A
L
L
S
)
R
-
5
R
I
G
I
D
I
N
S
U
L
A
T
I
O
N
-
O
N
I
N
S
I
D
E
T
A
P
E
&
S
E
A
L
A
T
T
O
P
F
L
A
S
H
I
N
G
O
V
E
R
X
P
I
N
S
U
L
A
T
I
O
N
.
X
P
T
O
R
U
N
M
I
N
.
6
"
B
E
L
O
W
G
R
A
D
E
D
R
A
I
N
T
I
L
E
A
T
W
A
L
K
O
U
T
W
A
L
L
S
(
H
I
L
L
C
R
E
S
T
O
N
L
Y
)
W
/
R
-
1
0
D
R
A
I
N
A
G
E
B
O
A
R
D
R
O
L
L
-
O
N
W
A
T
E
R
P
R
O
O
F
I
N
G
W
A
L
L
E
D
G
E
,
A
C
R
O
S
S
T
H
E
T
O
P
,
A
N
D
E
X
T
E
N
D
F
R
O
M
T
O
P
I
N
T
E
R
I
O
R
6
"
D
O
W
N
T
H
E
E
X
T
E
R
I
O
R
W
A
L
L
F
A
C
E
1/4"=1'-0"LONGITUDINAL SECTION
E
-
E
9'-1 1/8"10'-3 7/8"9'-8 3/4"8'-2"8'-1 1/8"3/4" 250 SUBFLOOR3/4" 350 SUBFLOOR8'-4" POUREDCONC WALL3 1/2" CONC. FLOOR 18" MFD FLOOR TRUSSES 14" MFD I-JOISTS
G
A
R
A
G
E
4
"
C
O
N
C
.
F
L
O
O
R
3
0
'
-
6
"
BEDRM #311'-6 1/2"
1
8
'
-
1
1
1
/
2
"
19'-6"FOYERDINING BEDRM #4
D
R
O
P
P
L
A
T
E
S
1
0
"
AT 2-
C
A
R
P
O
R
T
I
O
N
O
F
G
A
R
A
G
E
10"W.I.C.8 12812
9'-11 3/8"
3/4" RIGID INSUL.MIN. R-30 BATT. INSUL.1'-4"10 1/8"HEEL1'-4"10 1/8"HEEL
1
'
-
4
"
8
1
2
10 1/8"
HEEL
DR
O
P
P
E
D
B
E
A
M
S
E
E
L
P
O
R
BOI
S
E
P
L
A
N
S
F
O
R
S
I
Z
E
L
I
G
H
T
F
I
X
T
U
R
E
S
1
/
2
"
=
1
'
-
0
"
B
L
O
C
K
I
N
G
A
T
7
-
1
/
4
"
12"
4"
4
"
D
I
A
.
H
O
L
E
14"
TO TOP OF
STONE VENEER
1
"
=
1
'
-
0
"
W
A
L
L
D
E
T
A
I
L
L
O
O
K
O
U
T
F
I
N
I
S
H
2
x
6
T
R
E
A
T
E
D
S
I
L
L
P
L
A
T
E
1
x
6
S
I
L
L
P
L
A
T
E
2
x
4
I
N
T
E
R
I
O
R
W
A
L
L
2
x
_
T
R
E
A
T
E
D
B
L
O
C
K
I
N
G
1
/
2
"
G
Y
P
.
B
D
.
1
/
2
"
G
Y
P
B
D
L
E
D
G
E
6
-
1
/
2
"
C
A
P
B
O
A
R
D
S
H
O
E
P
E
R
I
M
E
T
E
R
W
I
N
D
O
W
F
R
A
M
E
E
X
T
E
R
I
O
R
S
H
E
A
T
H
I
N
G
R
-
1
0
E
X
T
E
R
I
O
R
I
N
S
U
L
A
T
I
O
N
R
-
5
I
N
T
E
R
I
O
R
I
N
S
U
L
A
T
I
O
N
(
I
F
R
E
Q
'
D
P
E
R
C
O
D
E
)
1
/
2
"
=
1
'
-
0
"
F
L
O
O
R
D
E
T
A
I
L
D
E
N
S
E
P
A
C
K
F
I
B
E
R
G
L
A
S
S
3
/
4
"
S
U
B
F
L
O
O
R
6
"
R
O
U
N
D
D
U
C
T
W
O
R
K
M
A
N
U
F
A
C
T
U
R
E
D
I
-
J
O
I
S
T
S
R
-
8
I
N
S
U
L
A
T
I
O
N
W
R
A
P
N
E
T
R
-
3
0
S
P
R
A
Y
F
O
A
M
I
N
S
U
L
.
4
.
3
4
"
A
R
O
U
N
D
D
U
C
T
W
O
R
K
(
R
-
6
.
9
P
E
R
I
N
C
H
)
B
L
O
W
N
-
I
N
I
N
S
U
L
A
T
I
O
N
1
"
C
L
O
S
E
D
-
C
E
L
L
S
P
R
A
Y
F
O
A
M
5
/
8
"
G
Y
P
.
B
D
.
Pr
o
d
u
c
t
s
Pl
o
t
I
D
N
e
t
Q
t
y
P
r
o
d
u
c
t
Le
n
g
t
h
P
l
i
e
s
B1
2
1
-
3
/
4
"
x
7
-
1
/
4
"
V
E
R
S
A
-
L
A
M
®
2
.
0
3
1
0
0
S
P
4
'
0
"
2
B2
2
1
-
3
/
4
"
x
9
-
1
/
2
"
V
E
R
S
A
-
L
A
M
®
2
.
0
3
1
0
0
S
P
1
2
'
0
"
2
B3
3
1
-
3
/
4
"
x
1
1
-
7
/
8
"
V
E
R
S
A
-
L
A
M
®
2
.
0
3
1
0
0
S
P
2
0
'
0
"
3
B4
2
B
e
a
m
b
y
o
t
h
e
r
s
6
'
0
"
1
B5
1
B
e
a
m
b
y
o
t
h
e
r
s
4
'
0
"
1
Pt
1
1
3
-
1
/
2
"
x
5
-
1
/
2
"
V
E
R
S
A
-
L
A
M
®
1
.
8
2
7
5
0
S
P
8
'
0
"
1
Pt
2
1
5
-
1
/
4
"
x
5
-
1
/
4
"
V
E
R
S
A
-
L
A
M
®
1
.
8
2
7
5
0
S
P
8
'
0
"
1
OP
T
I
O
N
A
L
E
G
R
E
S
S
WI
N
D
O
W
H
E
A
D
E
R
(2
)
1
-
3
/
4
"
X
7
-
1
/
4
"
X
6
'
VE
R
S
A
L
A
M
L
V
L
ST
A
I
R
W
A
Y
UN
E
X
C
A
V
A
T
E
D
FL
O
O
R
T
R
U
S
S
E
S
BY
O
T
H
E
R
S
PO
R
C
H
F
R
A
M
I
N
G
BY
O
T
H
E
R
S
Pt
2
Pt
1
B1
B3
B2
B5
B
4
B
4
4
'
0
"
1
0
'
0
"
3
5
'
0
"
4
9
'
0
"
2
4
'
0
"
2
5
'
0
"
19
'
0
"
11
'
6
"
19
'
6
"
50
'
0
"
4
'
6
"
1
2
'
0
"
11
'
0
"
19
'
6
"
2
'
0
"
Pr
o
d
u
c
t
s
Pl
o
t
I
D
N
e
t
Q
t
y
P
r
o
d
u
c
t
Le
n
g
t
h
P
l
i
e
s
B1
2
1
-
3
/
4
"
x
7
-
1
/
4
"
V
E
R
S
A
-
L
A
M
®
2
.
0
3
1
0
0
S
P
6
'
0
"
2
B2
2
B
e
a
m
b
y
o
t
h
e
r
s
6
'
0
"
1
B2
B1
B2
50
'
0
"
Pr
o
d
u
c
t
s
Pl
o
t
I
D
N
e
t
Q
t
y
P
r
o
d
u
c
t
Le
n
g
t
h
P
l
i
e
s
B1
3
1
-
3
/
4
"
x
7
-
1
/
4
"
V
E
R
S
A
-
L
A
M
®
2
.
0
3
1
0
0
S
P
8
'
0
"
3
B2
1
B
e
a
m
b
y
o
t
h
e
r
s
8
'
0
"
1
B3
1
B
e
a
m
b
y
o
t
h
e
r
s
4
'
0
"
1
B2
B1
B3
50
'
0
"
Sheet: 1 of 3DWG: Basement BeamsFile: Plan #5470-C3-GRBy: Anthony EstevezDate: 10-30-15Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTON Boise Building Material Distribution Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.12-1-18 AERevisions:BY:"BEAM BY OTHERS" TO BE A DOUBLE 2X10 SPF #2 SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NO LESS THAN 3" OF BEARING AT EACH END. UNLESS NOTED OTHERWISE.PLAN #5470-C3-GR D.R. HORTON MAIN FLOOR FRAMING DESIGN = L/480
BA
S
E
M
O
D
E
L
MA
I
N
F
L
O
O
R
F
R
A
M
I
N
G
WA
L
K
O
U
T
O
P
T
I
O
N
LO
O
K
O
U
T
O
P
T
I
O
N
DETAIL N/A
Pr
o
d
u
c
t
s
Pl
o
t
I
D
N
e
t
Q
t
y
P
r
o
d
u
c
t
Le
n
g
t
h
P
l
i
e
s
J1
1
1
1
4
"
B
C
I
®
4
5
0
0
s
-
1
.
8
3
6
'
0
"
1
J2
1
0
1
4
"
B
C
I
®
4
5
0
0
s
-
1
.
8
2
6
'
0
"
1
J3
1
0
1
4
"
B
C
I
®
4
5
0
0
s
-
1
.
8
1
8
'
0
"
1
J4
1
1
1
4
"
B
C
I
®
4
5
0
0
s
-
1
.
8
1
2
'
0
"
1
J5
2
1
4
"
B
C
I
®
4
5
0
0
s
-
1
.
8
8
'
0
"
1
B1
2
1
-
3
/
4
"
x
7
-
1
/
4
"
V
E
R
S
A
-
L
A
M
®
2
.
0
3
1
0
0
S
P
2
0
'
0
"
2
B2
4
1
-
3
/
4
"
x
7
-
1
/
4
"
V
E
R
S
A
-
L
A
M
®
2
.
0
3
1
0
0
S
P
8
'
0
"
2
B3
3
1
-
3
/
4
"
x
7
-
1
/
4
"
V
E
R
S
A
-
L
A
M
®
2
.
0
3
1
0
0
S
P
4
'
0
"
3
B4
2
1
-
3
/
4
"
x
9
-
1
/
2
"
V
E
R
S
A
-
L
A
M
®
2
.
0
3
1
0
0
S
P
1
0
'
0
"
2
B5
2
1
-
3
/
4
"
x
1
1
-
7
/
8
"
V
E
R
S
A
-
L
A
M
®
2
.
0
3
1
0
0
S
P
2
0
'
0
"
2
B6
2
1
-
3
/
4
"
x
1
4
"
V
E
R
S
A
-
L
A
M
®
2
.
0
3
1
0
0
S
P
1
2
'
0
"
2
B7
2
1
-
3
/
4
"
x
1
4
"
V
E
R
S
A
-
L
A
M
®
2
.
0
3
1
0
0
S
P
1
0
'
0
"
2
B8
2
1
-
3
/
4
"
x
1
4
"
V
E
R
S
A
-
L
A
M
®
2
.
0
3
1
0
0
S
P
6
'
0
"
1
B9
2
1
-
3
/
4
"
x
2
4
"
V
E
R
S
A
-
L
A
M
®
2
.
0
3
1
0
0
S
P
1
8
'
0
"
2
B1
0
3
B
e
a
m
b
y
o
t
h
e
r
s
8
'
0
"
1
B1
1
1
B
e
a
m
b
y
o
t
h
e
r
s
6
'
0
"
1
B1
2
6
B
e
a
m
b
y
o
t
h
e
r
s
4
'
0
"
1
Ca
1
1
6
1
-
1
/
8
"
x
1
4
"
B
C
R
I
M
B
O
A
R
D
O
S
B
1
2
'
0
"
1
Bk
1
1
1
4
"
B
C
I
®
4
5
0
0
s
-
1
.
8
1
1
'
0
"
1
Pt
1
1
5
-
1
/
4
"
x
5
-
1
/
4
"
V
E
R
S
A
-
L
A
M
®
1
.
8
2
7
5
0
S
P
1
2
'
0
"
1
Pt
2
1
5
-
1
/
4
"
x
7
"
V
E
R
S
A
-
L
A
M
®
1
.
8
2
7
5
0
S
P
1
0
'
0
"
1
Pt
3
2
P
o
s
t
b
y
o
t
h
e
r
s
8
'
0
"
1
Co
n
n
e
c
t
o
r
S
u
m
m
a
r
y
Pl
o
t
I
D
Q
t
y
M
a
n
u
f
P
r
o
d
u
c
t
H1
1
8
U
S
P
T
H
F
1
7
1
4
0
H2
1
U
S
P
H
D
4
1
2
I
F
ST
A
I
R
W
A
Y
PO
R
C
H
GA
R
A
G
E
ST
A
R
T
F
R
A
M
I
N
G
H
E
R
E
JO
I
S
T
S
@
1
9
.
2
"
O
C
SI
N
G
L
E
TR
I
M
M
E
R
S
SI
N
G
L
E
TR
I
M
M
E
R
S
SI
N
G
L
E
TR
I
M
M
E
R
S
SI
N
G
L
E
TR
I
M
M
E
R
S
ST
A
R
T
F
R
A
M
I
N
G
H
E
R
E
FO
R
J
O
I
S
T
S
O
V
E
R
GA
R
A
G
E
@
1
9
.
2
"
O
C
SI
N
G
L
E
TR
I
M
M
E
R
S
OP
T
I
O
N
A
L
6
F
T
WI
D
E
W
I
N
D
O
W
"B
E
A
M
B
Y
O
T
H
E
R
S
"
Pt
2
Pt
1
Pt
3
Pt
3
B5
B4
B1
0
B1
2
B1
2
B2
B3
B1
2
B1
2
B2
B
1
2
B1
2
B1
0
B1
0
B
8
B7
B
8
B1
1
B6
B
9
B1
C
a
1
C
a
1
Ca
1
Ca
1
Ca
1
Ca
1
Ca
1
C
a
1
Ca
1
H2
J1
J3
J5
J2
J
4
B
k
1
H1
H1
H
1
4
'
0
"
1
0
'
0
"
3
5
'
0
"
4
9
'
0
"
2
4
'
0
"
2
5
'
0
"
19
'
0
"
11
'
6
"
19
'
6
"
50
'
0
"
1
'
0
"
Pr
o
d
u
c
t
s
Pl
o
t
I
D
N
e
t
Q
t
y
P
r
o
d
u
c
t
L
e
n
g
t
h
P
l
i
e
s
B1
1
B
e
a
m
b
y
o
t
h
e
r
s
4
'
0
"
1
EX
I
S
T
I
N
G
PA
N
T
R
Y
HE
A
D
E
R
SI
N
G
L
E
TR
I
M
M
E
R
S
B1
3
5
'
0
"
4
9
'
0
"
Sheet: 2 of 3DWG: Upper Floor FramingFile: Plan #5470-C3-GRBy: Anthony EstevezDate: 10-30-15Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTON Boise Building Material Distribution Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.2-2-19 AERevisions:BY:"BEAM BY OTHERS" TO BE A DOUBLE 2X10 SPF #2 SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NO LESS THAN 3" OF BEARING AT EACH END. UNLESS NOTED OTHERWISE.PLAN #5470-C3-GR D.R. HORTON UPPER FLOOR FRAMING DESIGN = L/480
BA
S
E
M
O
D
E
L
UP
P
E
R
F
L
O
O
R
F
R
A
M
I
N
G
DETAIL N/A
OP
T
I
O
N
A
L
P
A
N
T
R
Y
Pr
o
d
u
c
t
s
Pl
o
t
I
D
N
e
t
Q
t
y
P
r
o
d
u
c
t
Le
n
g
t
h
P
l
i
e
s
B1
1
G
i
r
d
e
r
T
r
u
s
s
b
y
o
t
h
e
r
s
2
6
'
0
"
1
B2
4
B
e
a
m
b
y
o
t
h
e
r
s
8
'
0
"
1
B3
4
B
e
a
m
b
y
o
t
h
e
r
s
4
'
0
"
1
Pt
1
2
5
-
1
/
4
"
x
5
-
1
/
4
"
V
E
R
S
A
-
L
A
M
®
1
.
8
2
7
5
0
S
P
1
0
'
0
"
1
PO
R
C
H
R
O
O
F
GA
R
A
G
E
R
O
O
F
ST
A
I
R
W
A
Y
SI
N
G
L
E
TR
I
M
M
E
R
S
SI
N
G
L
E
TR
I
M
M
E
R
S
SI
N
G
L
E
TR
I
M
M
E
R
S
SI
N
G
L
E
TR
I
M
M
E
R
S
SI
N
G
L
E
TR
I
M
M
E
R
S
SI
N
G
L
E
TR
I
M
M
E
R
S
Pt
1
Pt
1
B2
B3
B2
B3
B
3
B2
B2
B3
B
1
6
'
0
"
3
5
'
0
"
4
1
'
0
"
1
6
'
0
"
2
5
'
0
"
19
'
0
"
12
'
0
"
19
'
0
"
50
'
0
"
Sheet: 3 of 3DWG: Upper Floor HeadersFile: Plan #5470-C3-GRBy: Anthony EstevezDate: 10-30-15Scale: 1/4" = 1' - 0"BC FRAMERD.R. HORTON Boise Building Material Distribution Lakeville, MN (952) 469-5900SALES PRESENTATION DRAWING No structural or dimensional check has been made of this design drawings of the building, therefore purchaser is to check and approve all dimsensions, quantities, loads, and details carefully.This drawing has not been check by Boise Engineering.NOTE:ALL MEASUREMENTS TO BE VERIFIED IN THE FIELD.4-3-18 AERevisions:BY:"BEAM BY OTHERS" TO BE A DOUBLE 2X10 SPF #2 SUPPLIED BY OTHERS,UNLESS NOTED OTHERWISE.NOTE:ALL HEADERS REQUIRE NO LESS THAN 3" OF BEARING AT EACH END. UNLESS NOTED OTHERWISE.PLAN #5470-C3-GR D.R. HORTON UPPER FLOOR HEADERS DESIGN = L/360
BA
S
E
M
O
D
E
L
UP
P
E
R
F
L
O
O
R
H
E
A
D
E
R
S
DETAIL N/A
%12;4+)*6*#0510)4172..%
&
G
U
E
T
K
R
V
K
Q
P
&
C
V
G
4
G
X
K
U
K
Q
P
(
G
D
T
W
C
T
[
2
T
Q
L
G
E
V
0
W
O
D
G
T
&
C
V
G
5
5
J
G
G
V
U
Q
H
2
T
K
P
V
0
C
O
G
5
K
I
P
G
F
.
K
E
G
P
U
G
0
W
O
D
G
T
4
[
C
P
/
C
E
M
Ä
Ä
&
C
V
G
+
J
G
T
G
D
[
E
G
T
V
K
H
[
V
J
C
V
V
J
K
U
R
N
C
P
U
R
G
E
K
H
K
E
C
V
K
Q
P
Q
T
T
G
R
Q
T
V
Y
C
U
R
T
G
R
C
T
G
F
D
[
O
G
Q
T
W
P
F
G
T
O
[
F
K
T
G
E
V
U
W
R
G
T
X
K
U
K
Q
P
C
P
F
V
J
C
V
+
C
O
C
F
W
N
[
.
K
E
G
P
U
G
F
2
T
Q
H
G
U
U
K
Q
P
C
N
'
P
I
K
P
G
G
T
W
P
F
G
T
V
J
G
N
C
Y
U
Q
H
V
J
G
5
V
C
V
G
Q
H
/
K
P
P
G
U
Q
V
C
&
4
*
Q
T
V
Q
P
-
G
P
D
T
K
F
I
G
%
Q
W
T
V
.
C
M
G
X
K
N
N
G
/
0
Ä
%
Ä
)
4
/
Q
F
G
N
/
K
P
P
G
U
Q
V
C
%
Q
P
U
V
T
W
E
V
K
Q
P
-
K
N
O
G
T
.
C
P
G
0
5
W
K
V
G
2
N
[
O
Q
W
V
J
/
0
6
G
N
Ä
Ä
Y
Y
Y
J
C
P
U
Q
P
I
T
Q
W
R
O
P
E
Q
O
Z$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y
F0#+.5'#%*0#+.'#%*,1+56616122.#6'Y
F61'0#+.5 0#+.$1661/2.#6'61$.1%-+0)Y
F0#+.5'8'4;+06'4+14$'#4+0)9#..+06'4+14010Ä$'#4+0)9#..2418+&'(7..&'26*$.1%-+0)$'69''0,1+5650#+.'&616122.#6'5Y
F0#+.5'#%*0#+.$1661/2.#6'61$.1%-+0)Y
F0#+.5'8'4;2418+&'64755&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YF61'0#+.5"1%2418+&',1+56&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YF61'0#+.5"1%6*+55*''654'24'5'065#%1/2.'6'&'5+)01(6*'³/#+09+0&(14%'4'5+56+0)5;56'/´(146*''06+4'4'5+&'06+#.5647%674'6*'.1%#6+10#0&.'0)6*1('#%*$4#%'&9#..2#0'.#0&'0)+0''4'&9+0&4'5+56+0)'.'/'066*#6+54'37+4'&(146*'*#0510)41725&'5+)0+55*190106*'5647%674#.&4#9+0)59#..501652'%+(+%#..;.#$'.'&106*'2.#05/#;$'56#0&(4#/+0)5'%6+1055*190&'2+%6%100'%6+1051($4#%'&9#..2#0'.561411(64755'5#$18'61,1+56564755'5$.1%-+0)#$18'#0&61,1+56564755'5$.1%-+0)$'.196*'5'2#0'.5#4'0160'%'55#4+.;4'37+4'&61#.+)0$76/#;&'2'0&+0)102.#0.#;1760#+.'#%*64755616122.#6'Y
F61'0#+.5 0#+.$1661/2.#6'61$.1%-+0)Y
F0#+.5'8'4;2418+&'(7..&'26*$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y
F0#+.5'#%*0#+.$1661/2.#6'61$.1%-+0)Y
F0#+.5'8'4;2418+&'64755&+4'%6.;+0.+0'Y$4#%'&9#..2#0'.(#56'0'&612.#6'5YF61'0#+.5"1%411(64755'5$4#%'&9#..2#0'.(.#6Z"1%
/+0
2'4$4#%'&9#..2#0'. 5+/2510#(4#/+0)#0).''#%*'0&
Z0#+.52418+&'9+&6*9'$56+(('0'4(14#66#%*/'061((4#/+0)#0).'$4#%'&9#..2#0'.
Z0#+.5 5+/2510#(4#/+0)#0).''#%*'0&(.114,1+565 2418+&'9+&6*9'$56+(('0'4(14#66#%*/'061((4#/+0)#0).'$4#%'&9#..2#0'.
Z0#+.55+/2510#(4#/+0)#0).''#%*'0&(.114,1+565$4#%'&9#..2#0'.
Z0#+.5 5+/2510.62(4#/+0)2.#6''#%*'0&(.11464755'5 (.#6Z"1%
/+0
2'4$4#%'&9#..2#0'. (.#6Z"1%
/+0
2'4$4#%'&9#..2#0'. (.#6Z"1%
/+0
2'4$4#%'&9#..2#0'. $4#%'&9#..2#0'.
Z0#+.55+/2510.62(4#/+0)2.#6''#%*'0&(.11464755'5(.#6Z"1%
/+0
2'4$4#%'&9#..2#0'. $4#%'&9#..%100'%6+10$4#%'&9#..%100'%6+10$4#%'&9#..%100'%6+10
411(64755'5
(.114,1+565
(.11464755'5 &'6#+.55*190#$18'#4'#.6'40#6+8'%100'%6+10561$'75'&9*'0$4#%'&9#..2#0'.&1'5016#.+)09+6*(4#/+0)':6'4+14010Ä$'#4+0)9#..411(64755(#56'0'&612.#6'5YF61'0#+.5"1%0#+.4+/6122.#6'5YF61'0#+.5"1%0#+.$1661/2.#6'614+/,1+56$.1%-+0)Y
F0#+.5'8'4;0#+..#&&'464755616122.#6'5YF0#+.5"1%0#+.$1661/2.#6'61.#&&'464755Y
F0#+.5'8'4;411(64755'5(#56'0'&612.#6'5Y
F61'0#+.5 5+/2510*%.+2Z$.1%-+0)$'69''064755'50#+.'&616122.#6'5Y
F0#+.5'#%*0#+.'#%*,1+56616122.#6'5Y
F61'0#+.5 0#+.$1661/2.#6'614+/,1+56$.1%-+0)Y
F0#+.5'8'4;0#+.'#%*64755616122.#6'5Y
F61'0#+.5 0#+.$1661/2.#6'614+$$10$4#%'64755Y
F0#+.5'8'4;(4#/'Z$1:#4170&52#%'$'69''064755Y5#/'5*'#6*+0)#0&(#56'0+0)#59#..$'.19
144'2.#%'Y#&'37#6'&'26*Z/'/$'4 Z911&5%4'95"1%+056#..'&+0#&&+6+10610#+.5
/#+0722'4.'8'.411(64755$'#4+0)9#..510.; Z911&5%4'95"1%+056#..'&+0#&&+6+10610#+.5
/#+0722'4.'8'.411(64755$'#4+0)9#..510.; ':6'4+14$'#4+0)9#..4'24'5'065(+)74'4
+0&+%#6'5+06'4+14$4#%'&9#..2#0'.Y);257/5*'#6*+0)$16*(#%'59+6*'+6*'4(#56'0'4126+10.+56'&+0016'52#%'=%2418+&'+0%4'#5'&(#56'0+0)4'37+4'/'065#55*190$'.19+0&+%#6'5':6'4+14$4#%'&9#..2#0'.Y5*'#6*+0)10':6'4+14(#%'+0#%%14�%'Y016'2418+&'+0%4'#5'&(#56'0+0)4'37+4'/'065#55*190$'.19+0&+%#6'5'0)+0''4'&9+0&4'5+56+0)'.'/'06561$'%105647%6'7*190+06*'&'6#+.5*''65
/+0.'0)6*
/+0.'0)6* +0&+%#6'5':6'4+14$4#%'&9#..2#0'.Y5*'#6*+0)10':6'4+14(#%'+0#%%14�%'Y016'2418+&'+0%4'#5'&(#56'0+0)4'37+4'/'065#55*190$'.19
/+0.'0)6* 5%12'&'5+)0#0&&'6#+.1(6*'/#+09+0&(14%'4'5+56+0)5;56'/(14#5+0).'Ä(#/+.;4'5+&'0%'%105647%6+10+561$'+0#%%14�%'9+6*6*+5&1%7/'0656#0&+0&7564;24#%6+%'#0&6*'%1&'016'56*'5'&1%7/'065#22.;615647%674#.10.;4'('461%105647%6+10&1%7/'065(14/14'+0(14/#6+10#..':6'4+149#..5#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+#7019*+%*/''6514':%''&56*'4'37+4'/'0651(%1&'5'%6+104Ä5($#Z567&552#%'&"1%$/+09#..5*'#6*+0) (+$'4$1#4&5*'#6*+0)Y)#.8#0+<'&411(0#+.514F0#+.514)#7)'56#2.'5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'57221465016'&15$':6'4+149#..5#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+#7019*+%*/''6514':%''&56*'4'37+4'/'0651(%1&'5'%6+104Ä952#Z567&552#%'&"1%$':6'4+145*'#6*+0) /+05647%674#.2#0'.5*'#6*+0)YF0#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'5722146514)#7)'56#2.'5"52#%+0)%#/+0+/7/Ä+0%*911&5647%674#.2#0'.%140'44'67405*#..$'2418+&'$16*'0&51(#%106+07175.;Ä5*'#6*'&$4#%'&9#...+0'+0#%%14�%'9+6*(+)74'4+0.+'71(6*'%140'44'6740#6+'Ä&190&'8+%'9+6*#/+0+/7/72.+(6&'5+)08#.7'1(2170&5
5+/2510.56#/56%14'37+8#.'06 5*#..$'(#56'0'&616*'%140'4567�&616*'(170+10
5+/2510.66.66$*6614'37+8#.'06 14(4#/+0)$'.19+0#%%14�%'9+6*(+)74'4#..+06'4+149#..5#4'61$'%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+#701#Z14Z567&552#%'&"1%$9#..5*'#6*+0) /+0);257/5*'#6*+0)(#56'0'&61(4#/+0)YF%11.'40#+.5"1%/#:146;2'599#..$1#4&5%4'95"1%/#:
/+0+/7/567&2'0'64#6+10 #..(.1145#4'61$'+0%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+##(.114(4#/+0)52#%'#/#:+/7/1(1%$(.1145*'#6*+0) 5647%674#.2#0'.5*'#6*+0)YF0#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'57221465#..411(5#4'61$'+0%105647%6'&+0#%%14�%'9+6*6*'(1..19+0)%4+6'4+##411((4#/+0)52#%'#/#:+/7/1(1%$(#56'0#..411((4#/+0)616122.#6'59+6*5+/2510*%.+2514'37+8#.'06#0&
F61'0#+.5%411(5*'#6*+0) 5647%674#.2#0'.5*'#6*+0)YF0#+.5"1%#62#0'.'&)'5#0&1%#6+06'4/'&+#6'5722146514)#7)'56#2.'5"52#%+0)#.10).'0)6*1(9#..5.#29#..6122.#6'5#/+0+/7/1(#0&(#56'061)'6*'49+6*
F0#+.5+0.#2<10'#6%140'45#0&+06'45'%6+105.#22.#6'5#0&2418+&'
F(#%'0#+.5%100'%6+10501652'%+(+%#..;016''61$'+0#%%14�%'9+6*+4%6#$.'4
#%%'26#$.'#6%140'4564#2.1%#6+10561*#8'691(7..*'+)*6567&514+'06'&+0'+6*'4&+4'%6+10(#56'0'&61)'6*'4YFZ.10)0#+.5"10Ä%'06'4%#.+(140+#%140'451464#&+6+10#.%140'45#4'#%%'26#$.'2418+&'&(7..*'+)*65#90$.1%-+0)567&+5&+4'%6.;$'*+0&(.#62146+101(567&5(#56'0'&61)'6*'4+0#5+/+.#4(#5*+10/#6'4+#.59#..567&5
14.'55 52(567&)4#&
'
1
4
$
'
6
6
'
4
9#..567&5
18'4 52(01)4#&
'
1
4
$
'
6
6
'
4
&+/'05+10#..7/$'4 52(01)4#&
'
1
4
$
'
6
6
'
4
64'#6'&.7/$'4 5;201)4#&
'
1
4
$
'
6
6
'
4
.5. 9+&6*Ä'
1
4
$
'
6
6
'
4
.8. 9+&6*Ä
'
1
4
$
'
6
6
'
4
Y,1+565Y64755'5 Y,1+565Y64755'5Y,1+565Y64755'5 Y,1+565Y64755'5
.
1
#
&
5
4
1
1
(
5
0
1
9
.
1
#
&
Ä
2
5
(
4
1
1
(
&
'
#
&
.
1
#
&
2
5
(
(
.
1
1
4
.
+
8
'
.
1
#
&
2
5
(
(
.
1
1
4
&
'
#
&
.
1
#
&
2
5
(
9
+
0
&
.
1
#
&
/
2
*
'
:
2
$
%
1
&
'
/
+
0
0
'
5
1
6
#
4
'
5
+
&
'
0
6
+
#
.
%
1
&
'
2
.
#
0
5
5
*
1
9
0
.
+
)
*
6
+
0
$
#
%
-
)
4
1
7
0
&
#
4
'
(
1
4
.
1
%
#
6
+
1
0
4
'
(
'
4
'
0
%
'
1
0
.
;
2
.
#
0
0
1
6
'
5
#
0
&
'
.
'
/
'
0
6
5
5
*
1
9
0
.
+
)
*
6
/
#
;
0
1
6
0
'
%
'
5
5
#
4
+
.
;
5
7
2
2
1
4
6
6
*
'
*
#
0
5
1
0
)
4
1
7
2
5
&
'
5
+
)
0
.
1
#
&
5
4
1
1
(
5
0
1
9
.
1
#
&
Ä
2
5
(
4
1
1
(
&
'
#
&
.
1
#
&
2
5
(
(
.
1
1
4
.
+
8
'
.
1
#
&
2
5
(
(
.
1
1
4
&
'
#
&
.
1
#
&
2
5
(
9
+
0
&
.
1
#
&
/
2
*
'
:
2
$
%
1
&
'
/
+
0
0
'
5
1
6
#
4
'
5
+
&
'
0
6
+
#
.
%
1
&
'
2
#
4
6
+
#
.
.
1
9
'
4
.
'
8
'
.
*
1
7
5
'
2
.
#
0
5
*
1
9
0
(
1
4
.
1
%
#
6
+
1
0
4
'
(
'
4
'
0
%
'
1
0
.
;
5
4
'
(
'
4
'
0
%
'
2
.
#
0
6
*
'
4
'
3
7
+
4
'
/
'
0
6
5
5
*
1
9
0
&
+
4
'
%
6
.
;
#
$
1
8
'
1
0
.
;
#
2
2
.
;
6
1
9
#
.
-
1
7
6
(
1
7
0
&
#
6
+
1
0
5
6
*
'
4
'
3
7
+
4
'
/
'
0
6
5
5
*
1
9
0
&
+
4
'
%
6
.
;
#
$
1
8
'
1
0
.
;
#
2
2
.
;
6
1
.
1
1
-
1
7
6
(
1
7
0
&
#
6
+
1
0
5
/
#
+
0
.
'
8
'
.
*
1
7
5
'
2
.
#
0
5
*
1
9
0
(
1
4
.
1
%
#
6
+
1
0
4
'
(
'
4
'
0
%
'
1
0
.
;
5
4
'
(
'
4
'
0
%
'
2
.
#
0
7
2
2
'
4
.
'
8
'
.
*
1
7
5
'
2
.
#
0
5
*
1
9
0
(
1
4
.
1
%
#
6
+
1
0
4
'
(
'
4
'
0
%
'
1
0
.
;
5
4
'
(
'
4
'
0
%
'
2
.
#
0
%
1
0
5
6
4
7
%
6
2
1
4
6
#
.
(
4
#
/
'
#
5
5
*
1
9
0
+
0
5
1
5
$
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä
(
6
Ä
(
6
Ä
(
6
Ä
(
6
Ä
(
6
Ä
(
6
Ä
(
6
Ä
(
6
$4#%'&
9#...+0'
$4#%'&
9#...+0'
$4#%'&
9#...+0'
$4#%'&9#...+0'$4#%'&9#...+0'
$
4
#
%
'
&
9
#
.
.
.
+
0
'
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä(6
Ä
(
6
Ä
(
6
Ä
(
6
Ä
(
6
Ä
(
6
Ä
(
6
Ä
(
6
Ä
(
6
$4#%'&
9#...+0'
$4#%'&
9#...+0'
$4#%'&
9#...+0'
$
4
#
%
'
&
9
#
.
.
.
+
0
'
$
4
#
%
'
&
9
#
.
.
.
+
0
'
$
4
#
%
'
&
9
#
.
.
.
+
0
'
Ä
(
6
Ä
(
6
Ä
(
6
$4#%'&9#...+0'
Ä
(
6
Ä
(
6
Ä
(
6
$4#%'&9#...+0'
Ä
Ä
01661':%''&Ä
(
#
5
6
'
0
6
1
2
2
.
#
6
'
6
1
*
'
#
&
'
4
Y
4
1
9
5
F
5
+
0
-
'
4
0
#
+
.
5
"
1
%
Z
$
'
#
4
+
0
)
5
6
7
&
Z
(
7
.
.
*
'
+
)
*
6
5
6
7
&
'
#
%
*
'
0
&
1
(
*
'
#
&
'
4
.
1
%
#
6
'
2
#
0
'
.
,
1
+
0
6
9
+
6
*
+
0
Ä
(
4
1
/
%
'
0
6
'
4
1
(
9
#
.
.
*
'
+
)
*
6
#
5
4
'
3
&
Z
5
1
.
+
&
$
.
1
%
-
+
0
)
4
'
3
7
+
4
'
&
#
6
5
*
'
#
6
*
+
0
)
,
1
+
0
6
Z
$
'
#
4
+
0
)
5
6
7
&
5
/
+
0
8
'
4
+
(
;
Y
5
7
2
2
.
+
'
4
5
+
/
2
5
1
0
5
6
*
&
'
/
$
'
&
&
'
&
*
1
.
&
1
9
0
#
0
%
*
1
4
#
6
.
1
%
#
6
+
1
0
5
5
*
1
9
0
4
'
(
'
4
6
1
5
(
1
4
#
.
6
'
4
0
#
6
+
8
'
1
2
6
+
1
0
5
(
1
7
0
&
#
6
+
1
0
9
#
.
.
$
'
.
1
9
.
'
0
)
6
*
1
(
%
1
0
6
+
0
7
1
7
5
*
'
#
&
'
4
#
0
%
*
1
4
$
1
.
6
/
+
0
'
/
$
'
&
Y
Z
Z
2
.
#
6
'
9
#
5
*
'
4
0
#
+
.
5
*
'
#
6
*
+
0
)
6
1
*
'
#
&
'
4
Y
F
0
#
+
.
5
"
1
%
'
#
9
#
;
6
;
2
5
/
#
.
.
*
#
6
%
*
#
4
'
#
+
0
&
+
%
#
6
'
5
1
4
6
*
+
%
-
'
4
2
.
;
9
1
1
&
1
4
1
5
$
5
*
'
#
6
*
+
0
)
#
2
2
.
+
'
&
6
1
'
:
6
'
4
+
1
4
5
+
&
'
1
(
5
6
7
&
5
0
#
+
.
5
*
'
#
6
*
+
0
)
#
4
1
7
0
&
2
'
4
+
/
'
6
'
4
Y
4
1
9
5
F
0
#
+
.
5
"
1
%
5
6
#
)
)
'
4
'
&
6
1
2
.
#
6
'
5
$
.
1
%
-
+
0
)
"
1
%
5
+
/
2
5
1
0
/
5
6
%
5
6
4
#
2
1
0
+
0
5
+
&
'
(
#
%
'
1
(
9
#
.
.
2
4
1
8
+
&
'
5
2
#
%
'
4
6
1
(
.
7
5
*
1
7
6
*
'
#
&
'
4
6
1
9
#
.
.
5
6
7
&
6
*
+
%
-
0
'
5
5
(
#
5
6
'
0
-
+
0
)
5
6
7
&
6
1
*
'
#
&
'
4
Y
4
1
9
5
F
5
+
0
-
'
4
0
#
+
.
5
"
1
%
Ä
5
(
4
#
/
+
0
)
&
'
6
#
+
.
)
#
4
#
)
'
(
4
1
0
6
2
1
4
6
#
.
(
4
#
/
'
0
1
6
'
+
0
(
1
#
2
2
.
+
'
5
5
;
/
/
'
6
4
+
%
#
.
.
;
#
%
4
1
5
5
&
'
6
#
+
.
%
1
0
6
+
0
7
1
7
5
.
8
.
*
'
#
&
'
4
6
1
5
7
2
2
1
4
6
8
'
4
6
+
%
#
.
.
1
#
&
5
$
;
5
7
2
2
.
+
'
4
/
+
0
9
+
&
6
*
/
+
0
&
'
2
6
*
4
'
3
&
2
4
1
8
+
&
'
Z
+
0
(
+
.
.
9
#
.
.
#
$
1
8
'
*
'
#
&
'
4
#
5
4
'
3
&
.
#
4
)
'
*
#
6
%
*
#
4
'
#
+
0
&
+
%
#
6
'
5
1
4
6
*
+
%
-
'
4
2
.
;
9
1
1
&
1
4
1
5
$
5
*
'
#
6
*
+
0
)
#
2
2
.
+
'
&
6
1
'
:
6
'
4
+
1
4
5
+
&
'
1
(
5
6
7
&
5
Y
5
6
#
0
&
#
4
&
0
#
+
.
+
0
)
2
4
1
8
+
&
'
(
#
5
6
'
0
+
0
)
1
(
#
$
1
8
'
(
4
#
/
+
0
)
'
3
7
#
.
6
1
6
*
#
6
&
'
6
#
+
.
'
&
(
1
4
$
4
#
%
'
&
9
#
.
.
2
#
0
'
.
5
2
1
5
6
Ä
+
0
5
6
#
.
.
'
&
*
1
.
&
1
9
0
1
2
6
+
1
0
5
(
4
#
/
+
0
)
&
'
6
#
+
.
5
+
/
2
5
1
0
6
+
6
'
0
*
&
4
1
&
%
1
7
2
.
'
4
Y
'
/
$
'
&
+
0
6
1
%
1
0
%
4
'
6
'
6
*
4
'
#
&
'
&
4
1
&
Y
0
7
6
9
#
5
*
'
4
#
6
*
1
.
&
1
9
0
'
0
&
5
+
/
2
5
1
0
*
6
6
*
1
.
&
1
9
0
#
0
%
*
1
4
0
#
+
.
'
&
6
1
&
1
7
$
.
'
5
6
7
&
5
(
.
1
1
4
5
;
5
6
'
/
%
1
0
%
4
'
6
'
(
1
7
0
&
#
6
+
1
0
$
'
.
1
9
#
.
6
'
4
0
#
6
'
*
1
.
&
1
9
0
#
.
6
'
4
0
#
6
'
4
#
+
5
'
&
*
1
.
&
1
9
0
%
1
0
%
4
'
6
'
(
1
7
0
&
#
6
+
1
0
$
'
.
1
9
5
+
/
2
5
1
0
*
6
6
*
1
.
&
1
9
0
#
0
%
*
1
4
#
6
.
1
%
#
6
+
1
0
5
5
*
1
9
0
0
#
+
.
'
&
6
1
&
1
7
$
.
'
5
6
7
&
5
Y
Z
.
1
0
)
5
+
/
2
5
1
0
6
+
6
'
0
*
&
5
%
4
'
9
Ä
+
0
#
0
%
*
1
4
+
0
6
1
%
1
0
%
4
'
6
'
Date Certificate Posted
x Passive (No Fan )
Active (With fan and monometer or
other system monitoring device)
Location (or future Location) of Fan:
X
R-10/R15 X
X
R-20 X
R-20 X
R-21 X
R-49 X
R-49 X
R-30 X
R-32 X X
Not applicable, all ducts located in conditioned space
R-8
MECHANICAL SYSTEMS
X Not required per mech. code
Passive
Powered
Interlocked with exhaust device.
Describe:
Input in
BTUS:80000 Capacity in
Gallons:Other, describe:
AFUE or
HSPF%92%
Cfm's " round duct OR
" metal duct
Not required per mech. code
X Passive
Low: Other, describe:
X Low:
Cfm's
Capacity continuous ventilation rate in cfms:4 " round duct OR
Total ventilation (intermittent + continuous) rate in cfms: " metal duct
Location of duct or system:
Select Type
furnace room
Heat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air
source heat pump with gas back-up furnace
Combustion Air Select a Type
Balanced Ventilation Capacity in CFMS:
High:
High:
Mechanical Ventilation System
90
60%=105 100%=200
NAT GAS R-410A
Cooling System
Rating or Size
SEER or
EER
50 Output in
Tons:3
Efficiency
RESIDENTIAL LOAD CALC
13
Locations of Fans, describe:
HEAT LOSS
60,344
HEAT GAIN
22,377
COOLING LOAD
28,816
Mi
n
e
r
a
l
F
i
b
e
r
b
o
a
r
d
Ri
g
i
d
,
E
x
t
r
u
d
e
d
P
o
l
y
s
t
y
r
e
n
e
Ri
g
i
d
,
I
s
o
c
y
n
u
r
a
t
e
Appliances
Model
R-value0.30
PROG5042NRH67PV BA13NA036
Rheem
Make-up Air Select a Type
Building Envelope air Tightness:Duct system air tightness:
Ceiling, flat
Manufacturer
180
Interior
Bryant
Domestic Water Heater Heating System
NAT GAS
Bryant
912SB48080S17
Average U-Factor (excludes skylights and one door ) U: 0.31
Heating or Cooling Ducts Outside Conditioned Spaces
Bonus room over garage
Describe other insulated areas
Fuel Type
Solar Heat Gain Coefficient (SHGC):
Windows & Doors
Location of duct or system:
Ceiling, vaulted
Bay Windows or cantilevered areas
Rim Joist (1st Floor+)
Wall
Per R401.3 Building Certificate. A building certificate shall be posted on or in the electrical distribution panel.
New Construction Energy Code Compliance Certificate
Name of Residential Contractor
DRHorton
MN License Number
BC605657
Mailing Address of the Dwelling or Dwelling Unit
8643 188th St. W.
Chokecherry Hill
Plan ID
5470 South
Foundation Wall
Perimeter of Slab on Grade
Rim Joist (Foundation)
Community
RADON SYSTEM
Interior
THERMAL ENVELOPE
Either/OR, See Plans For Location
Other Please Describe Here
Below Entire Slab
To
t
a
l
R
-
V
a
l
u
e
o
f
a
l
l
T
y
p
e
s
o
f
In
s
u
l
a
t
i
o
n
Type: Check All That Apply
No
n
o
r
N
o
t
A
p
p
l
i
c
a
b
l
e
Fi
b
e
r
g
l
a
s
s
,
B
l
o
w
n
Fi
b
e
r
g
l
a
s
s
,
B
a
t
t
s
Insulation Location
Fo
a
m
,
C
l
o
s
e
d
C
e
l
l
Fo
a
m
O
p
e
n
C
e
l
l
DRH 5470 South
HVAC Load Calculations
for
DR Horton
Lakeville, MN
Prepared By:
Michael Hoium
Sabre Plumbing & Heating
15535 Medina Road
Plymouth, MN 55447
763-473-2267
Tuesday, October 17, 2017
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Sabre Plumbing & Heating DRH 5470 South
Plymouth, MN 55447 Page 2
Project Report
General Project Information
Project Title:DRH 5470 South
Designed By:Michael Hoium
Project Date:Tuesday, October 17, 2017
Client Name:DR Horton
Client City:Lakeville, MN
Company Name:Sabre Plumbing & Heating
Company Representative:Michael Hoium
Company Address:15535 Medina Road
Company City:Plymouth, MN 55447
Company Phone:763-473-2267
Company Fax:763-473-8565
Design Data
Reference City:Minneapolis, Minnesota
Building Orientation:Front door faces South
Daily Temperature Range:Medium
Latitude:44 Degrees
Elevation:834 ft.
Altitude Factor:0.970
Outdoor Outdoor Outdoor Indoor Indoor Grains
Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference
Winter:-15 -12.38 n/a 30%72 29.40
Summer:88 73 50%50%75 35
Check Figures
Total Building Supply CFM:1,000 CFM Per Square ft.:0.226
Square ft. of Room Area:4,426 Square ft. Per Ton:1,843
Volume (ft³):36,831
Building Loads
Total Heating Required Including Ventilation Air:60,344 Btuh 60.344 MBH
Total Sensible Gain:22,377 Btuh 78 %
Total Latent Gain:6,439 Btuh 22 %
Total Cooling Required Including Ventilation Air:28,816 Btuh 2.40 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
Tuesday, October 17, 2017, 10:07 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Sabre Plumbing & Heating DRH 5470 South
Plymouth, MN 55447 Page 3
Load Preview Report
Scope
Net
Ton
ft.²
/Ton Area
Sen
Gain
Lat
Gain
Net
Gain
Sen
Loss
Sys
Htg
CFM
Sys
Clg
CFM
Sys
Act
CFM
Duct
Size
Building 2.40 1,843 4,426 22,377 6,439 28,816 60,344 716 1,000 1,000
System 1 2.40 1,843 4,426 22,377 6,439 28,816 60,344 716 1,000 1,000 12x15
Ventilation 999 4,177 5,175 6,685
Supply Duct Latent 137 137
Return Duct 27 24 52 184
Humidification 6,854
Zone 1 4,426 21,351 2,101 23,452 46,621 716 1,000 1,000 12x15
1-Basement 1,423 2,838 0 2,838 14,215 218 133 133 2--5
2-Main Floor 1,423 11,507 2,101 13,608 16,542 254 539 539 5--6
3-Second Floor 1,580 7,006 0 7,006 15,865 244 328 328 3--6
Tuesday, October 17, 2017, 10:07 AM
Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc.
Sabre Plumbing & Heating DRH 5470 South
Plymouth, MN 55447 Page 4
Total Building Summary Loads
Component
Description
Area
Quan
Sen
Loss
Lat
Gain
Sen
Gain
Total
Gain
Low EE: Glazing-LowEE Builder Grade .31 U-value, .29
SHGC, Window and Patio Door, u-value 0.31, SHGC
0.29
434 11,709 0 5,624 5,624
11J: Door-Metal - Fiberglass Core 37.8 1,972 0 544 544
DRH- R15 8ft: Wall-Basement, Custom, DRH- 8" poured
concrete wall, R-15 board insulation to footing, no
interior finish, 8' floor depth
400 2,054 0 202 202
DRH- R15 4ft: Wall-Basement, Custom, DRH- 8" poured
concrete wall, R-15 board insulation to footing, no
interior finish, 4' floor depth
96 492 0 48 48
12F-0sw: Wall-Frame, R-21 insulation in 2 x 6 stud
cavity, no board insulation, siding finish, wood studs
3046.2 17,225 0 2,633 2,633
DRH- R10 8ft: Wall-Basement, Custom, DRH- 8" poured
concrete wall, R-10 board insulation to footing, no
interior finish, 8' floor depth
400 2,053 0 203 203
RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20
Closed Cell Spray Foam
534 2,322 0 654 654
R49 16B-49: Roof/Ceiling-Under Attic with Insulation on
Attic Floor (also use for Knee Walls and Partition
Ceilings), Custom, R-49 Blown Insulation, No
Radiant Barrier, Vented Attic, Asphalt Shingles
1580 3,162 0 1,744 1,744
21A-20: Floor-Basement, Concrete slab, any thickness, 2
or more feet below grade, no insulation below floor,
any floor cover, shortest side of floor slab is 20' wide
1423 3,343 0 0 0
P-32 R-32: Floor-Over open crawl space or garage,
Custom, R-30 Blanket insulation, 3/4" Foamboard R-
2, any cover
222 579 0 53 53
Subtotals for structure:44,911 0 11,705 11,705
People:6 1,200 1,380 2,580
Equipment:901 3,638 4,539
Lighting:1250 4,263 4,263
Ductwork:1,894 161 393 554
Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Ventilation: Winter CFM: 180, Summer CFM: 180 6,685 4,177 999 5,175
Humidification (Winter) 18.69 gal/day :6,854 0 0 0
Total Building Load Totals:60,344 6,439 22,377 28,816
Check Figures
Total Building Supply CFM:1,000 CFM Per Square ft.:0.226
Square ft. of Room Area:4,426 Square ft. Per Ton:1,843
Volume (ft³):36,831
Building Loads
Total Heating Required Including Ventilation Air:60,344 Btuh 60.344 MBH
Total Sensible Gain:22,377 Btuh 78 %
Total Latent Gain:6,439 Btuh 22 %
Total Cooling Required Including Ventilation Air:28,816 Btuh 2.40 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
Tuesday, October 17, 2017, 10:07 AM
NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION
This form must be completed and submitted with all new residential permit applications.
New residential building permits WILL NOT be issued without this completed form.
Project Site Address: _____________________________________________________________________
Company Name: _________________________________________________________________________
Primary Contact: _________________________________________________________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Description of Land Disturbing Activity: _____________________________________________________
NPDES Construction Stormwater Permit # C000 ___ ___ ___ ___ ___ or # SUB00 ___ ___ ___ ___ ___
If you are not covered under a NPDES Construction Stormwater Permit administered by the MPCA, an
erosion and sediment control plan MUST be submitted with the residential building permit application.
“The permittee(s) shall ensure that the individuals are trained by local, state, federal agencies, professional organizations or other entities
in erosion prevention, sediment control, permanent Stormwater management and the Minnesota NPDES/SDS Construction Stormwater
Permit.” (NPDES Construction Stormwater Permit, MPCA)
“The permittee(s) must ensure that a trained person (as identified in Part III.A.3.a) will routinely inspect the entire construction site at least
once every seven (7) days during active construction and within 24 hours after a rainfall event greater than 0.5 inches in 24 hours.”
(NPDES Construction Stormwater Permit, MPCA)
Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control
inspections and corrective actions:
Name of Person: ________________________________Company: _______________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Entity that Provided Training: ________________________ Certification Expiration Date: ____________
NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed on the project site and on individual lots.
No land disturbing activity may begin until a residential building permit has been issued.
I understand, the above information to be true and I will have read, understood, and accepted all terms and conditions of the National
Pollutant Discharge Elimination System (NPDES) Permit (MN R 100001). The City of Lakeville may issue a STOP WORK ORDER;
withhold building inspections; or, draw on securities/escrows to bring the site into compliance with the NPDES Construction Stormwater
Permit (MN R 100001) or erosion and sediment control plan.
Signature: ________________________________________________ Date:_________________________
Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500
Cole Feriancek
01/06/19 X
KP