HomeMy WebLinkAboutSITE LAYOUT - Homestead Moody Rd (1)I ~~1 PHASE 1
I I PHASE 2
I I PHASE 3
I I PHASE 4
NOTE:
ALL PUBLIC UTILITIES TO BE INSTALLED WITH
PHASE 1
Know what's belOW.Call before you dig.
SHEET NAME:
PHASING PLAN
PROJECT:
HOMESTEAD
LOCATION:
REXBURG,ID
ENGINEERS STAMP
PRELIMINARY FOR
REVIEW ONLY
SHEET INFORMATION
JOB NO:2024-140
DATE:July 21,2025
SHEET SIZE:24"X 36"(ARCH D)
VERTICAL EXAGGERATION:N/A
PROJECT CONTACT:
ELIJAH VINCENT
CONNECT ENGINEERING
208-881-0081
SHEET C-06 0F C-16
Building 1 -
type 6
3 Plex
Building 2 -
type 5
3 Plex
Building 3 -
type 1
4 Plex
Building 4 -
type 2
4 Plex
Building 6
type 6
3 Plex
Building 5
type 6
3 Plex
Building 7
type 2
4 Plex
Building 8
type 4
4 Plex
Building 9
type 1
4 Plex
Building 10
type 3
4 Plex
Building 14
type 5
3 Plex
Building 13
type 1
4 Plex
Building 12
type 2
4 Plex
Building 13
type 1
4 Plex
Building 15
Bus Shed
Building
Type 1
4" CONCRETE
SLAB ON GRADE
4" CONCRETE
SLAB ON GRADE4" CONCRETE
SLAB ON GRADE
4" CONCRETE
SLAB ON GRADE
DEPRESS WALL &
POUR SLAB THROUGH
DEPRESS WALL &
POUR SLAB THROUGH
S4.1
18
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1 FT1
FT1
FT1
FT2
FT1
FT1
FT1
FT1
FT1
FT2
FT1
FT1
FT3FT3FT3FT3
FT5
FT7
FT5
@ OPT
COVERED PATIO
FT1 @ OPT
COVERED PATIO
@ OPT
COVERED PATIO
S4.1
20
TYP
S4.1
19
S4.1
19
S4.1
17
S4.1
17
SIM
S4.1
20
TYP
S4.1
18
4" CONCRETE
SLAB ON GRADE
4" CONCRETE
SLAB ON GRADE 4" CONCRETE
SLAB ON GRADE
4" CONCRETE
SLAB ON GRADE
DEPRESS WALL &
POUR SLAB THROUGH
DEPRESS WALL &
POUR SLAB THROUGH
S4.1
18
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1FT1
FT1
FT1
FT2
FT1
FT1
FT1
FT1
FT1
FT1
FT3 FT3 FT3
FT5
FT7
FT5
@ OPT
COVERED PATIO
S4.1
20
TYP
S4.1
19
S4.1
17
SIM
S4.1
20
TYP
S4.1
18
FW3A
FW3A
FW3A
FW3A FW3A
FW3A FW3A
FW3A FW3A
FW3A
FW3A
FW3A
FW3A
FW3AFW3A
FW3A
FW
3
A
FW
3
A
FW
3
A
FW
3
A
FW
3
A
FW
3
C
FW
3
C
FW
3
B
FOOTING SCHEDULE
FT1
FT2
FT3
FT4
FT5
FT6
DESIG.LENGTH
CONT.
NOTES:1.f'c=2,500 PSI, fy=60,000 PSI. NO SPECIAL INSPECTION REQUIRED.
2.FOOTINGS SHALL BEAR ON SUITABLE UNDISTURBED NATIVE SOILS OR STRUCTURAL COMPACTED FILL (95% COMPACTION), SPECIFIED AND TESTED BY A
REGISTERED GEOTECHNICAL ENGINEER.
3.ALL FOOTINGS SHALL BEAR BELOW THE FROST LINE OF THE LOCALITY. (30" U.N.O.)
4.PROVIDE J-BARS TO MATCH VERTICAL FOUNDATION WALL REINFORCEMENT WITH 24" MINIMUM LAP SPLICE INTO FOUNDATION WALL.
5.CENTER FOOTING UNDER FOUNDATION WALL U.N.O.
QTY.
CAPACITY
SEE DETAIL 19/S4.1
WIDTH
FT7
CROSSWISE REINFORCEMENT
SIZE SPACING
-
-
#4
#4
#4
#4
#4
-
-
EQ.
-
-
3
3
4
4
6
EQ.
EQ.
EQ.
EQ.
LENGTH
-
-
18"
24"
30"
36"
30"
QTY.
LENGTHWISE REINFORCEMENT
SIZE SPACING
#4
#4
#4
#4
#4
#4
EQ.
EQ.
3
3
3
4
4
4
EQ.
EQ.
EQ.
EQ.
LENGTH
CONT.
18"
24"
30"
36"
54"
#4 EQ.2 CONT.
DEPTH
24"10"
10"
10"
10"
10"
10"
10"
24"
24"
30"
36"
42"
36"
24"
30"
36"
42"
60"
CONT.
NOTE
37500 LBS
30625 LBS
22500 LBS
15625 LBS
10000 LBS
5000 PLF
5000 PLF
FT#
HOLDOWN SCHEDULE
SYMBOL HOLDOWN/STRAP
LSTHD8/8RJ HOLDOWN
SEE DETAIL 15/S4.1
FOOTINGS AND FOUNDATIONS, EXCAVATIONS
GRADING AND FILL SHALL COMPLY WITH THE
PROVISIONS OF THE GEOTECHNICAL REPORT
FOUNDATION WALL SCHEDULE
FW3A
FW3B
FW3C
DESIG.THICKNESS
8"
NOTES:1.USE 12" DIAMETER x 7" EMBEDMENT ANCHOR BOLTS @ 32" O.C. W/ 3"x3"x14" (0.229") PLATE WASHERS AT ALL EXTERIOR AND SHEAR WALLS
U.N.O. (EDGE OF PLATE WASHER TO BE LOCATED WITHIN 12" OF SHEATHED EDGE OF SILL PLATE)
2.f'c=3,000 PSI, fy=60,000 PSI. NO SPECIAL INSPECTION REQUIRED.
3.PLACE (1) #4 BAR BELOW AND ON EACH SIDE OF EACH OPENING AND (2) #4 BARS ABOVE EACH OPENING. BARS SHALL BE PLACED WITHIN 2"
OF THE OPENINGS AND EXTEND 24" BEYOND THE EDGE OF THE OPENING, VERTICAL BARS MAY TERMINATE 3" FROM THE TOP OF THE
CONCRETE. OPENING REINFORCEMENT IS IN ADDITION TO STANDARD WALL REINFORCEMENT.
4.TOP AND BOTTOM BARS SHALL BE WITHIN 4" OF THE TOP AND BOTTOM OF THE WALL.
5.PLACE REINFORCEMENT IN THE CENTER OF THE WALL U.N.O.
#4
VERT. REINFORCEMENT
SIZE SPACING QTY.
NOTEMAXIMUM
HEIGHT
10"
12"
3'-0"
HORIZ. REINFORCEMENT
#4
#4
12"
10"
8"
SIZE SPACING
#4
#4
#4
-
-
-
3'-0"
3'-0"
12"
10"
8"
S4.1
14S4.1
14
S4.1
14
S4.1
14
STRUCTURAL ELEMENTS ONLY
LEI PROJECT #:
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
SHEET
2025-2250
KGW
JKSA
5 -
--
REVISIONS
HO
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4 -
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3 -
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2 -
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1 DESCRIPTION
BYDATE
DIMENSIONS SHOWN ON THE
STRUCTURAL PLANS ARE FOR
CONVENIENCE ONLY. VERIFY ALL
DIMENSIONS WITH THE CURRENT
ARCHITECTURAL PLANS PRIOR TO
CONSTRUCTION.
9/30/2025
3 3 0 2 N . M a i n S t r e e t
Spanish Fork, UT 84660
P h o n e : 8 0 1 .7 9 8 .0 5 5 5
F a x : 8 0 1 .7 9 8 .9 3 9 3
o f f i c e @ l e i -e n g .c o m
w w w .l e i -e n g .c o m
E N G I N E E R S
S U R V E Y O R S
P L A N N E R S
- A U t a h C o r p o r a t i o n -
3 16"=1'-0"
S1.0
FO
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P
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10/02/2025
Building
Type 2
HOUSE #S HOUSE #S HOUSE #S HOUSE #S
3080
SCALE: 3/16" = 1'-0"
FRONT ELEVATION
SCALE: 3/16" = 1'-0"
REAR ELEVATION
OPT.OPT.
OPT.OPT.
EL
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A2.0
REVISIONS
35
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SEPTEMBER 3, 2025
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BKH/LCN
TYPE 2 - 4 PLEX-HIP/GABLE-2BR ENDS, SEPTEMBER 3, 2025
TY
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4
P
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KITCHEN
10' CLG.
FAMILY RM.
10' CLG.
ENTRY
10' CLG.
COV. PORCH
2 CAR GARAGE
HALL
10' CLG.
BEDROOM
10' CLG.MASTER
BEDROOM
TRAY CLG.
BATH
10' CLG.
DINE
10' CEILING
M.
COVERED
PATIO
COV. PORCH
COV. PORCH
2 CAR GARAGE
COVERED
PATIO
COV. PORCH
UNIT 1- 2 BED END COTTAGE
INTERIOR =1,261 SF
EXTERIOR =1,330 SF
GARAGE=478 SF
UNIT 2 -2 BED 1 CAR INT. COTTAGE
INTERIOR =965 SF
EXTERIOR =1,026 SF
GARAGE=340 SF
P.P.
W.I.C.
10' CLG.
SCALE: 3/16" = 1'-0"
MAIN FLOOR PLAN
UNIT 3 -2 BED 1 CAR INT. COTTAGE
INTERIOR =965 SF
EXTERIOR =1,026 SF
GARAGE=355 SF
UNIT 4- 2 BED END COTTAGE
INTERIOR =1,261 SF
EXTERIOR =1,330 SF
GARAGE=478 SF
BATHRM.
10' CLG.KITCHEN
10' CLG.
KITCHEN
10' CLG.
KITCHEN
10' CLG.
MASTER
BEDROOM
TRAY CLG.
MASTER MASTER
BEDROOM
10' CLG.
BEDROOM
10' CLG.BEDROOM
10' CLG.
FAMILY RM.
10' CLG.
FAMILY RM.
10' CLG.
FAMILY RM.
10' CLG.
ENTRY
10' CLG.
ENTRY
10' CLG.
ENTRY
10' CLG.
W.I.C.
10' CLG.
W.I.C.
10' CLG.
W.I.C.
10' CLG.
DINE
10' CEILING
UTIL.
10' CLG.
UTIL.
10' CLG.
BATHRM.
10' CLG.
BATHRM.
10' CLG.BATHRM.
10' CLG.BATHRM.
10' CLG.
1 CAR GARAGE
1 CAR GARAGE
HALL
10' CLG.
M.
M.M.
BEDROOM
TRAY CLG.
BEDROOM
TRAY CLG.
OPT. COVERED
PATIO
OPT. COVERED
PATIO
OPT. COVERED
PATIO
OPT. COVERED
PATIO
OPTIONAL COVERED PATIO
A1.1
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REVISIONS
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TYPE 2 - 4 PLEX-HIP/GABLE-2BR ENDS, SEPTEMBER 3, 2025
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Building
Type 3
SCALE: 3/16" = 1'-0"
FRONT ELEVATION
HOUSE #S HOUSE #S HOUSE #S
SCALE: 3/16" = 1'-0"
REAR ELEVATION
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A2.0
REVISIONS
35
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SEPTEMBER 2025
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BKH/LCN
TYPE 3 - 4 PLEX-GABLE-3BR ENDS, SEPTEMBER 09, 2025
TY
P
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3
-
4
P
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B
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B
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N
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S
COV. PORCH COV. PORCH
UNIT 2 -2 BED 1 CAR INT. COTTAGE
INTERIOR =965 SF
EXTERIOR =1,026 SF
GARAGE=340 SF
SCALE: 3/16" = 1'-0"
MAIN FLOOR PLAN
UNIT 3 -2 BED 1 CAR INT. COTTAGE
INTERIOR =965 SF
EXTERIOR =1,026 SF
GARAGE=355 SF
KITCHEN
10' CLG.
KITCHEN
10' CLG.
MASTER
BEDROOM
TRAY CLG.
MASTER
BEDROOM
10' CLG.
BEDROOM
10' CLG.
FAMILY RM.
10' CLG.
FAMILY RM.
10' CLG.
ENTRY
10' CLG.
ENTRY
10' CLG.
W.I.C.
10' CLG.
W.I.C.
10' CLG.
UTIL.
10' CLG.
UTIL.
10' CLG.
BATHRM.
10' CLG.
BATHRM.
10' CLG.
1 CAR GARAGE
1 CAR GARAGE
M.M.
BEDROOM
TRAY CLG.
OPT. COVERED
PATIO
OPT. COVERED
PATIO
OPT. COVERED
PATIO
OPT. COVERED
PATIO
3 BED END COTTAGE
KITCHEN
FAMILY RM.
ENTRY
COV. PORCH
2 CAR GARAGE
MASTER
BEDROOM
DINE
10' CEILING
COVERED
PATIO
BEDROOM
BEDROOM
BATH
LAUNDRY
BATH
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
W.I.C.
10' CEILING
10' CEILING MECH.
10' CEILING
KITCHEN
FAMILY RM.
ENTRY
COV. PORCH
2 CAR GARAGE
MASTER
BEDROOM
DINE
10' CEILING
COVERED
PATIO
BEDROOM
BEDROOM
BATH
LAUNDRY
BATH
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
W.I.C.
10' CEILING
10' CEILINGMECH.
10' CEILING
P.P.
3 BED END COTTAGE
INTERIOR =1,734 SF
EXTERIOR =1,825 SF
GARAGE=503 SF
INTERIOR =1,734 SF
EXTERIOR =1,825 SF
GARAGE=503 SF
OPTIONAL COVERED PATIO
A1.1
MA
I
N
F
L
O
O
R
P
L
A
N
REVISIONS
35
2
0
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SEPTEMBER 2025
HO
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BKH/LCN
TYPE 3 - 4 PLEX-GABLE-3BR ENDS, SEPTEMBER 09, 2025
TY
P
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3
-
4
P
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X
-
G
A
B
L
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-
3
B
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N
D
S
Building
Type 4
SCALE: 3/16" = 1'-0"
FRONT ELEVATION
HOUSE #S HOUSE #S HOUSE #S
SCALE: 3/16" = 1'-0"
REAR ELEVATION
EL
E
V
A
T
I
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N
S
-
O
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.
B
A2.0
REVISIONS
35
2
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N
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SEPTEMBER 2025
HO
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F
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BKH/LCN
TYPE 4- 4 PLEX-HIP/GABLE-3BR ENDS, SEPTEMBER 09, 2025
TY
P
E
4
:
4
P
L
E
X
-
H
I
P
/
G
A
B
L
E
-
3
B
R
E
N
D
S
COV. PORCH COV. PORCH
UNIT 2 -2 BED 1 CAR INT. COTTAGE
INTERIOR =965 SF
EXTERIOR =1,026 SF
GARAGE=340 SF
SCALE: 3/16" = 1'-0"
MAIN FLOOR PLAN
UNIT 3 -2 BED 1 CAR INT. COTTAGE
INTERIOR =965 SF
EXTERIOR =1,026 SF
GARAGE=355 SF
KITCHEN
10' CLG.
KITCHEN
10' CLG.
MASTER
BEDROOM
TRAY CLG.
MASTER
BEDROOM
10' CLG.
BEDROOM
10' CLG.
FAMILY RM.
10' CLG.
FAMILY RM.
10' CLG.
ENTRY
10' CLG.
ENTRY
10' CLG.
W.I.C.
10' CLG.
W.I.C.
10' CLG.
UTIL.
10' CLG.
UTIL.
10' CLG.
BATHRM.
10' CLG.
BATHRM.
10' CLG.
1 CAR GARAGE
1 CAR GARAGE
M.M.
BEDROOM
TRAY CLG.
OPT. COVERED
PATIO
OPT. COVERED
PATIO
OPT. COVERED
PATIO
OPT. COVERED
PATIO
3 BED END COTTAGE
KITCHEN
FAMILY RM.
ENTRY
COV. PORCH
2 CAR GARAGE
MASTER
BEDROOM
DINE
10' CEILING
COVERED
PATIO
BEDROOM
BEDROOM
BATH
LAUNDRY
BATH
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
W.I.C.
10' CEILING
10' CEILING MECH.
10' CEILING
KITCHEN
FAMILY RM.
ENTRY
COV. PORCH
2 CAR GARAGE
MASTER
BEDROOM
DINE
10' CEILING
COVERED
PATIO
BEDROOM
BEDROOM
BATH
LAUNDRY
BATH
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
W.I.C.
10' CEILING
10' CEILINGMECH.
10' CEILING
P.P.
3 BED END COTTAGE
INTERIOR =1,734 SF
EXTERIOR =1,825 SF
GARAGE=503 SF
INTERIOR =1,734 SF
EXTERIOR =1,825 SF
GARAGE=503 SF
OPTIONAL COVERED PATIO
A1.1
MA
I
N
F
L
O
O
R
P
L
A
N
REVISIONS
35
2
0
N
U
N
I
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R
S
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Y
A
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N
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#
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SEPTEMBER 2025
HO
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BKH/LCN
TYPE 4- 4 PLEX-HIP/GABLE-3BR ENDS, SEPTEMBER 09, 2025
TY
P
E
4
:
4
P
L
E
X
-
H
I
P
/
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A
B
L
E
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3
B
R
E
N
D
S
4" CONCRETE
SLAB ON GRADE
4" CONCRETE
SLAB ON GRADE4" CONCRETE
SLAB ON GRADE
4" CONCRETE
SLAB ON GRADE
DEPRESS WALL &
POUR SLAB THROUGH
DEPRESS WALL &
POUR SLAB THROUGH
S4.1
18
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT2
FT1
FT1
FT1
FT1
FT1
FT2
FT1
FT1
FT3FT3
FT3
FT5
FT7
FT5
@ OPT
COVERED PATIO
FT1 @ OPT
COVERED PATIO
@ OPT
COVERED PATIO
S4.1
20
TYP
S4.1
19
S4.1
19
S4.1
17
S4.1
17
SIM
S4.1
20
TYP
S4.1
18
FW3A
FW3A
FW3A
FW3A
FW3A
FW3A
FW3A
FW3A
FW
3
A
FW
3
A
FW
3
C
FW
3
B
FOOTING SCHEDULE
FT1
FT2
FT3
FT4
FT5
FT6
DESIG.LENGTH
CONT.
NOTES:1.f'c=2,500 PSI, fy=60,000 PSI. NO SPECIAL INSPECTION REQUIRED.
2.FOOTINGS SHALL BEAR ON SUITABLE UNDISTURBED NATIVE SOILS OR STRUCTURAL COMPACTED FILL (95% COMPACTION), SPECIFIED AND TESTED BY A
REGISTERED GEOTECHNICAL ENGINEER.
3.ALL FOOTINGS SHALL BEAR BELOW THE FROST LINE OF THE LOCALITY. (30" U.N.O.)
4.PROVIDE J-BARS TO MATCH VERTICAL FOUNDATION WALL REINFORCEMENT WITH 24" MINIMUM LAP SPLICE INTO FOUNDATION WALL.
5.CENTER FOOTING UNDER FOUNDATION WALL U.N.O.
QTY.
CAPACITY
SEE DETAIL 19/S4.1
WIDTH
FT7
CROSSWISE REINFORCEMENT
SIZE SPACING
-
-
#4
#4
#4
#4
#4
-
-
EQ.
-
-
3
3
4
4
6
EQ.
EQ.
EQ.
EQ.
LENGTH
-
-
18"
24"
30"
36"
30"
QTY.
LENGTHWISE REINFORCEMENT
SIZE SPACING
#4
#4
#4
#4
#4
#4
EQ.
EQ.
3
3
3
4
4
4
EQ.
EQ.
EQ.
EQ.
LENGTH
CONT.
18"
24"
30"
36"
54"
#4 EQ.2 CONT.
DEPTH
24"10"
10"
10"
10"
10"
10"
10"
24"
24"
30"
36"
42"
36"
24"
30"
36"
42"
60"
CONT.
NOTE
37500 LBS
30625 LBS
22500 LBS
15625 LBS
10000 LBS
5000 PLF
5000 PLF
FT#
FOOTINGS AND FOUNDATIONS, EXCAVATIONS
GRADING AND FILL SHALL COMPLY WITH THE
PROVISIONS OF THE GEOTECHNICAL REPORT
FOUNDATION WALL SCHEDULE
FW3A
FW3B
FW3C
DESIG.THICKNESS
8"
NOTES:1.USE 12" DIAMETER x 7" EMBEDMENT ANCHOR BOLTS @ 32" O.C. W/ 3"x3"x14" (0.229") PLATE WASHERS AT ALL EXTERIOR AND SHEAR WALLS
U.N.O. (EDGE OF PLATE WASHER TO BE LOCATED WITHIN 12" OF SHEATHED EDGE OF SILL PLATE)
2.f'c=3,000 PSI, fy=60,000 PSI. NO SPECIAL INSPECTION REQUIRED.
3.PLACE (1) #4 BAR BELOW AND ON EACH SIDE OF EACH OPENING AND (2) #4 BARS ABOVE EACH OPENING. BARS SHALL BE PLACED WITHIN 2"
OF THE OPENINGS AND EXTEND 24" BEYOND THE EDGE OF THE OPENING, VERTICAL BARS MAY TERMINATE 3" FROM THE TOP OF THE
CONCRETE. OPENING REINFORCEMENT IS IN ADDITION TO STANDARD WALL REINFORCEMENT.
4.TOP AND BOTTOM BARS SHALL BE WITHIN 4" OF THE TOP AND BOTTOM OF THE WALL.
5.PLACE REINFORCEMENT IN THE CENTER OF THE WALL U.N.O.
#4
VERT. REINFORCEMENT
SIZE SPACING QTY.
NOTEMAXIMUM
HEIGHT
10"
12"
3'-0"
HORIZ. REINFORCEMENT
#4
#4
12"
10"
8"
SIZE SPACING
#4
#4
#4
-
-
-
3'-0"
3'-0"
12"
10"
8"
HOLDOWN SCHEDULE
SYMBOL HOLDOWN/STRAP
LSTHD8/8RJ HOLDOWN
SEE DETAIL 15/S4.1
S4.1
14
S4.1
14
FT1
FW3A
FT1
FW3A
FW
3
A
FT5
S4.1
20
TYP
4" CONCRETE
SLAB ON GRADE
4" CONCRETE
SLAB ON GRADE 4" CONCRETE
SLAB ON GRADE
4" CONCRETE
SLAB ON GRADE
DEPRESS WALL &
POUR SLAB THROUGH
DEPRESS WALL &
POUR SLAB THROUGH
S4.1
18
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT2
FT
1
FT1
FT1
FT1
FT1
FT1
FT3
FT3
FT5
FT7
FT5
@ OPT
COVERED PATIO
S4.1
20
TYP
S4.1
19
S4.1
17
SIM
S4.1
20
TYP
S4.1
18
FW3A
FW3A
FW3A
FW3A
FW3A
FW3A
FW3A
FW3A
FW
3
A
FW
3
A
FW
3
C
S4.1
14
S4.1
14
FT1
FW3A
FT1
FW3A
FW
3
A
FT5
S4.1
20
TYP
FT1
STRUCTURAL ELEMENTS ONLY
LEI PROJECT #:
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
SHEET
2025-2377
KGW
JKSA
5 -
--
REVISIONS
HO
M
E
S
T
E
A
D
C
O
T
T
A
G
E
S
T
Y
P
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4
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B
U
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,
I
D
A
H
O
4 -
--
3 -
--
2 -
--
1 DESCRIPTION
BYDATE
DIMENSIONS SHOWN ON THE
STRUCTURAL PLANS ARE FOR
CONVENIENCE ONLY. VERIFY ALL
DIMENSIONS WITH THE CURRENT
ARCHITECTURAL PLANS PRIOR TO
CONSTRUCTION.
9/30/2025
3 3 0 2 N . M a i n S t r e e t
Spanish Fork, UT 84660
P h o n e : 8 0 1 .7 9 8 .0 5 5 5
F a x : 8 0 1 .7 9 8 .9 3 9 3
o f f i c e @ l e i -e n g .c o m
w w w .l e i -e n g .c o m
E N G I N E E R S
S U R V E Y O R S
P L A N N E R S
- A U t a h C o r p o r a t i o n -
3 16"=1'-0"
S1.0
FO
O
T
I
N
G
&
F
O
U
N
D
A
T
I
O
N
P
L
A
N
10/02/2025
Building
Type 5
HOUSE #S HOUSE #S HOUSE #S
3080
SCALE: 3/16" = 1'-0"
FRONT ELEVATION
OPT.
SCALE: 3/16" = 1'-0"
REAR ELEVATION
OPT.
EL
E
V
A
T
I
O
N
S
-
O
P
T
.
B
A2.0
REVISIONS
35
2
0
N
U
N
I
V
E
R
S
I
T
Y
A
V
E
N
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E
#
2
0
0
,
P
R
O
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O
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8
4
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7
7
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3
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3
W
W
W
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DRAWN BY
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5
Q:
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A
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,
A
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T
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,
R
E
M
A
I
N
T
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P
R
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T
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F
T
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E
A
R
C
H
I
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E
C
T
S
A
N
D
M
A
Y
N
O
T
B
E
R
E
P
R
O
D
U
C
E
D
O
R
U
S
E
D
O
N
O
T
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E
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W
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R
K
W
I
T
H
O
U
T
T
H
E
I
R
W
R
I
T
T
E
N
C
O
N
S
E
N
T
SEPTEMBER 9, 2025
HO
M
E
S
T
E
A
D
A
S
S
I
S
T
E
D
L
I
V
I
N
G
A
N
E
W
P
R
O
J
E
C
T
F
O
R
BKH/LCN
TYPE 5 - 3 PLEX - GABLE - 2BR ENDS - SEPTEMBER 09,2025
TY
P
E
5
-
3
P
L
E
X
-
G
A
B
L
E
-
2
B
R
E
N
D
S
KITCHEN
10' CLG.
FAMILY RM.
10' CLG.
ENTRY
10' CLG.
COV. PORCH
2 CAR GARAGE
HALL
10' CLG.
BEDROOM
10' CLG.MASTER
BEDROOM
TRAY CLG.
BATH
10' CLG.
DINE
10' CEILING
M.
COVERED
PATIO
COV. PORCH
COV. PORCH
2 CAR GARAGE
COVERED
PATIO
UNIT 1- 2 BED END COTTAGE
INTERIOR =1,261 SF
EXTERIOR =1,330 SF
GARAGE=478 SF
UNIT 2 -2 BED 1 CAR INT. COTTAGE
INTERIOR =965 SF
EXTERIOR =1,026 SF
GARAGE=322 SF
P.P.
W.I.C.
10' CLG.
SCALE: 3/16" = 1'-0"
MAIN FLOOR PLAN
UNIT 3- 2 BED END COTTAGE
INTERIOR =1,261 SF
EXTERIOR =1,330 SF
GARAGE=478 SF
BATHRM.
10' CLG.KITCHEN
10' CLG.
KITCHEN
10' CLG.
MASTER
BEDROOM
TRAY CLG.
MASTER
BEDROOM
10' CLG.BEDROOM
10' CLG.
FAMILY RM.
10' CLG.
FAMILY RM.
10' CLG.
ENTRY
10' CLG.
ENTRY
10' CLG.
W.I.C.
10' CLG.
W.I.C.
10' CLG.
DINE
10' CEILING
UTIL.
10' CLG.
BATHRM.
10' CLG.BATHRM.
10' CLG.BATHRM.
10' CLG.
1 CAR GARAGE
HALL
10' CLG.
M.
M.
BEDROOM
TRAY CLG.
OPT. COVERED
PATIO
OPT. COVERED
PATIO
OPTIONAL COVERED PATIO
A1.1
MA
I
N
F
L
O
O
R
P
L
A
N
REVISIONS
35
2
0
N
U
N
I
V
E
R
S
I
T
Y
A
V
E
N
U
E
#
2
0
0
,
P
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T
8
4
6
0
4
8
0
1
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3
7
7
-
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3
W
W
W
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DRAWN BY
PL
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D
A
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:
9/
1
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2
0
2
5
Q:
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A
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A
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N
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D
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W
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W
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W
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N
C
O
N
S
E
N
T
SEPTEMBER 9, 2025
HO
M
E
S
T
E
A
D
A
S
S
I
S
T
E
D
L
I
V
I
N
G
A
N
E
W
P
R
O
J
E
C
T
F
O
R
BKH/LCN
TYPE 5 - 3 PLEX - GABLE - 2BR ENDS - SEPTEMBER 09,2025
TY
P
E
5
-
3
P
L
E
X
-
G
A
B
L
E
-
2
B
R
E
N
D
S
4" CONCRETE
SLAB ON GRADE
4" CONCRETE
SLAB ON GRADE4" CONCRETE
SLAB ON GRADE
4" CONCRETE
SLAB ON GRADE
DEPRESS WALL &
POUR SLAB THROUGH
DEPRESS WALL &
POUR SLAB THROUGH
S4.1
18
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1 FT1
FT1
FT1
FT2
FT1
FT1
FT1
FT1
FT1
FT2
FT1
FT1
FT3FT3FT3FT3
FT5
FT7
FT5
@ OPT
COVERED PATIO
@ OPT
COVERED PATIO
S4.1
20
TYP
S4.1
19
S4.1
19
S4.1
17
S4.1
17
SIM
S4.1
20
TYP
S4.1
18
4" CONCRETE
SLAB ON GRADE
4" CONCRETE
SLAB ON GRADE
DEPRESS WALL &
POUR SLAB THROUGH
S4.1
18
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT3 FT3
FT5
FT7
S4.1
20
TYP
S4.1
17
SIM
S4.1
20
TYP
S4.1
18
FW3A
FW3A
FW3A
FW3A FW3A
FW3A
FW3A
FW3A
FW3A
FW3A
FW3A
FW3A
FW
3
A
FW
3
A
FW
3
A
FW
3
A
FW
3
C
FW
3
C
FOOTING SCHEDULE
FT1
FT2
FT3
FT4
FT5
FT6
DESIG.LENGTH
CONT.
NOTES:1.f'c=2,500 PSI, fy=60,000 PSI. NO SPECIAL INSPECTION REQUIRED.
2.FOOTINGS SHALL BEAR ON SUITABLE UNDISTURBED NATIVE SOILS OR STRUCTURAL COMPACTED FILL (95% COMPACTION), SPECIFIED AND TESTED BY A
REGISTERED GEOTECHNICAL ENGINEER.
3.ALL FOOTINGS SHALL BEAR BELOW THE FROST LINE OF THE LOCALITY. (30" U.N.O.)
4.PROVIDE J-BARS TO MATCH VERTICAL FOUNDATION WALL REINFORCEMENT WITH 24" MINIMUM LAP SPLICE INTO FOUNDATION WALL.
5.CENTER FOOTING UNDER FOUNDATION WALL U.N.O.
QTY.
CAPACITY
SEE DETAIL 19/S4.1
WIDTH
FT7
CROSSWISE REINFORCEMENT
SIZE SPACING
-
-
#4
#4
#4
#4
#4
-
-
EQ.
-
-
3
3
4
4
6
EQ.
EQ.
EQ.
EQ.
LENGTH
-
-
18"
24"
30"
36"
30"
QTY.
LENGTHWISE REINFORCEMENT
SIZE SPACING
#4
#4
#4
#4
#4
#4
EQ.
EQ.
3
3
3
4
4
4
EQ.
EQ.
EQ.
EQ.
LENGTH
CONT.
18"
24"
30"
36"
54"
#4 EQ.2 CONT.
DEPTH
24"10"
10"
10"
10"
10"
10"
10"
24"
24"
30"
36"
42"
36"
24"
30"
36"
42"
60"
CONT.
NOTE
37500 LBS
30625 LBS
22500 LBS
15625 LBS
10000 LBS
5000 PLF
5000 PLF
FT#
HOLDOWN SCHEDULE
SYMBOL HOLDOWN/STRAP
LSTHD8/8RJ HOLDOWN
SEE DETAIL 15/S4.1
FOOTINGS AND FOUNDATIONS, EXCAVATIONS
GRADING AND FILL SHALL COMPLY WITH THE
PROVISIONS OF THE GEOTECHNICAL REPORT
FOUNDATION WALL SCHEDULE
FW3A
FW3B
FW3C
DESIG.THICKNESS
8"
NOTES:1.USE 12" DIAMETER x 7" EMBEDMENT ANCHOR BOLTS @ 32" O.C. W/ 3"x3"x14" (0.229") PLATE WASHERS AT ALL EXTERIOR AND SHEAR WALLS
U.N.O. (EDGE OF PLATE WASHER TO BE LOCATED WITHIN 12" OF SHEATHED EDGE OF SILL PLATE)
2.f'c=3,000 PSI, fy=60,000 PSI. NO SPECIAL INSPECTION REQUIRED.
3.PLACE (1) #4 BAR BELOW AND ON EACH SIDE OF EACH OPENING AND (2) #4 BARS ABOVE EACH OPENING. BARS SHALL BE PLACED WITHIN 2"
OF THE OPENINGS AND EXTEND 24" BEYOND THE EDGE OF THE OPENING, VERTICAL BARS MAY TERMINATE 3" FROM THE TOP OF THE
CONCRETE. OPENING REINFORCEMENT IS IN ADDITION TO STANDARD WALL REINFORCEMENT.
4.TOP AND BOTTOM BARS SHALL BE WITHIN 4" OF THE TOP AND BOTTOM OF THE WALL.
5.PLACE REINFORCEMENT IN THE CENTER OF THE WALL U.N.O.
#4
VERT. REINFORCEMENT
SIZE SPACING QTY.
NOTEMAXIMUM
HEIGHT
10"
12"
3'-0"
HORIZ. REINFORCEMENT
#4
#4
12"
10"
8"
SIZE SPACING
#4
#4
#4
-
-
-
3'-0"
3'-0"
12"
10"
8"
S4.1
14S4.1
14
S4.1
14
STRUCTURAL ELEMENTS ONLY
LEI PROJECT #:
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
SHEET
2025-2378
KGW
JKSA
5 -
--
REVISIONS
HO
M
E
S
T
E
A
D
C
O
T
T
A
G
E
S
T
Y
P
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5
TE
T
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B
U
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G
,
I
D
A
H
O
4 -
--
3 -
--
2 -
--
1 DESCRIPTION
BYDATE
DIMENSIONS SHOWN ON THE
STRUCTURAL PLANS ARE FOR
CONVENIENCE ONLY. VERIFY ALL
DIMENSIONS WITH THE CURRENT
ARCHITECTURAL PLANS PRIOR TO
CONSTRUCTION.
9/30/2025
3 3 0 2 N . M a i n S t r e e t
Spanish Fork, UT 84660
P h o n e : 8 0 1 .7 9 8 .0 5 5 5
F a x : 8 0 1 .7 9 8 .9 3 9 3
o f f i c e @ l e i -e n g .c o m
w w w .l e i -e n g .c o m
E N G I N E E R S
S U R V E Y O R S
P L A N N E R S
- A U t a h C o r p o r a t i o n -
3 16"=1'-0"
S1.0
FO
O
T
I
N
G
&
F
O
U
N
D
A
T
I
O
N
P
L
A
N
10/02/2025
Building
Type 6
SCALE: 3/16" = 1'-0"
FRONT ELEVATION
HOUSE #S HOUSE #S
3080
HOUSE #S
OPT.
SCALE: 3/16" = 1'-0"
REAR ELEVATION
OPT.
EL
E
V
A
T
I
O
N
S
-
O
P
T
.
B
A2.0
REVISIONS
35
2
0
N
U
N
I
V
E
R
S
I
T
Y
A
V
E
N
U
E
#
2
0
0
,
P
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O
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4
6
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4
8
0
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7
7
-
6
3
0
3
W
W
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.
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DRAWN BY
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D
A
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:
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2
0
2
5
Q:
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T
SEPT. 2025
HO
M
E
S
T
E
A
D
A
S
S
I
S
T
E
D
L
I
V
I
N
G
A
N
E
W
P
R
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C
T
F
O
R
BKH
TYPE 6 - 3 PLEX - GABLE - 3BR+2BR+3BR - SEPTEMBER 04, 2025
TY
P
E
6
-
3
P
L
E
X
COV. PORCH
UNIT 2 -2 BED 1 CAR INT. COTTAGE
INTERIOR =965 SF
EXTERIOR =1,026 SF
GARAGE=322 SF
SCALE: 3/16" = 1'-0"
MAIN FLOOR PLAN
UNIT 3- 3 BED END COTTAGE
KITCHEN
10' CLG.
MASTER
BEDROOM
TRAY CLG.
BEDROOM
10' CLG.
FAMILY RM.
10' CLG.
ENTRY
10' CLG.
W.I.C.
10' CLG.
UTIL.
10' CLG.
BATHRM.
10' CLG.
1 CAR GARAGE
M.
OPT. COVERED
PATIO
KITCHEN
FAMILY RM.
ENTRY
COV. PORCH
2 CAR GARAGE
MASTER
BEDROOM
DINE
10' CEILING
COVERED
PATIO
BEDROOM
BEDROOM
BATH
LAUNDRY
BATH
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
W.I.C.
10' CEILING
10' CEILINGMECH.
10' CEILING
P.
INTERIOR =1,771 SF
EXTERIOR =1,859 SF
GARAGE=461 SF
OPTIONAL COVERED PATIO
KITCHEN
FAMILY RM.
ENTRY
COV. PORCH
2 CAR GARAGE
MASTER
BEDROOM
DINE
10' CEILING
COVERED
PATIO
BEDROOM
BEDROOM
BATH
LAUNDRY
BATH
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
10' CEILING
W.I.C.
10' CEILING
10' CEILING MECH.
10' CEILING
P.
UNIT 1- 3 BED END COTTAGE
INTERIOR =1,771 SF
EXTERIOR =1,859 SF
GARAGE=461 SF
OPT. COVERED
PATIO
TV
A1.1
MA
I
N
F
L
O
O
R
P
L
A
N
REVISIONS
35
2
0
N
U
N
I
V
E
R
S
I
T
Y
A
V
E
N
U
E
#
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P
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:
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5
Q:
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C
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N
T
SEPT. 2025
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BKH
TYPE 6 - 3 PLEX - GABLE - 3BR+2BR+3BR - SEPTEMBER 04, 2025
TY
P
E
6
-
3
P
L
E
X
4" CONCRETE
SLAB ON GRADE
4" CONCRETE
SLAB ON GRADE4" CONCRETE
SLAB ON GRADE
4" CONCRETE
SLAB ON GRADE
DEPRESS WALL &
POUR SLAB THROUGH
DEPRESS WALL &
POUR SLAB THROUGH
S4.1
18
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT1
FT2
FT1
FT1
FT1
FT1
FT1
FT2
FT1
FT1
FT3
FT3
FT5
FT7
FT5
@ OPT
COVERED PATIO
S4.1
20
TYP
S4.1
19
S4.1
19
S4.1
17
S4.1
17
SIM
S4.1
20
TYP
S4.1
18
FW3A
FW3A
FW3A
FW3A
FW3A
FW3A
FW3A
FW3A
FW
3
A
FW
3
A
FW
3
C
FOOTING SCHEDULE
FT1
FT2
FT3
FT4
FT5
FT6
DESIG.LENGTH
CONT.
NOTES:1.f'c=2,500 PSI, fy=60,000 PSI. NO SPECIAL INSPECTION REQUIRED.
2.FOOTINGS SHALL BEAR ON SUITABLE UNDISTURBED NATIVE SOILS OR STRUCTURAL COMPACTED FILL (95% COMPACTION), SPECIFIED AND TESTED BY A
REGISTERED GEOTECHNICAL ENGINEER.
3.ALL FOOTINGS SHALL BEAR BELOW THE FROST LINE OF THE LOCALITY. (30" U.N.O.)
4.PROVIDE J-BARS TO MATCH VERTICAL FOUNDATION WALL REINFORCEMENT WITH 24" MINIMUM LAP SPLICE INTO FOUNDATION WALL.
5.CENTER FOOTING UNDER FOUNDATION WALL U.N.O.
QTY.
CAPACITY
SEE DETAIL 19/S4.1
WIDTH
FT7
CROSSWISE REINFORCEMENT
SIZE SPACING
-
-
#4
#4
#4
#4
#4
-
-
EQ.
-
-
3
3
4
4
6
EQ.
EQ.
EQ.
EQ.
LENGTH
-
-
18"
24"
30"
36"
30"
QTY.
LENGTHWISE REINFORCEMENT
SIZE SPACING
#4
#4
#4
#4
#4
#4
EQ.
EQ.
3
3
3
4
4
4
EQ.
EQ.
EQ.
EQ.
LENGTH
CONT.
18"
24"
30"
36"
54"
#4 EQ.2 CONT.
DEPTH
24"10"
10"
10"
10"
10"
10"
10"
24"
24"
30"
36"
42"
36"
24"
30"
36"
42"
60"
CONT.
NOTE
37500 LBS
30625 LBS
22500 LBS
15625 LBS
10000 LBS
5000 PLF
5000 PLF
FT#
FOOTINGS AND FOUNDATIONS, EXCAVATIONS
GRADING AND FILL SHALL COMPLY WITH THE
PROVISIONS OF THE GEOTECHNICAL REPORT
FOUNDATION WALL SCHEDULE
FW3A
FW3B
FW3C
DESIG.THICKNESS
8"
NOTES:1.USE 12" DIAMETER x 7" EMBEDMENT ANCHOR BOLTS @ 32" O.C. W/ 3"x3"x14" (0.229") PLATE WASHERS AT ALL EXTERIOR AND SHEAR WALLS
U.N.O. (EDGE OF PLATE WASHER TO BE LOCATED WITHIN 12" OF SHEATHED EDGE OF SILL PLATE)
2.f'c=3,000 PSI, fy=60,000 PSI. NO SPECIAL INSPECTION REQUIRED.
3.PLACE (1) #4 BAR BELOW AND ON EACH SIDE OF EACH OPENING AND (2) #4 BARS ABOVE EACH OPENING. BARS SHALL BE PLACED WITHIN 2"
OF THE OPENINGS AND EXTEND 24" BEYOND THE EDGE OF THE OPENING, VERTICAL BARS MAY TERMINATE 3" FROM THE TOP OF THE
CONCRETE. OPENING REINFORCEMENT IS IN ADDITION TO STANDARD WALL REINFORCEMENT.
4.TOP AND BOTTOM BARS SHALL BE WITHIN 4" OF THE TOP AND BOTTOM OF THE WALL.
5.PLACE REINFORCEMENT IN THE CENTER OF THE WALL U.N.O.
#4
VERT. REINFORCEMENT
SIZE SPACING QTY.
NOTEMAXIMUM
HEIGHT
10"
12"
3'-0"
HORIZ. REINFORCEMENT
#4
#4
12"
10"
8"
SIZE SPACING
#4
#4
#4
-
-
-
3'-0"
3'-0"
12"
10"
8"
HOLDOWN SCHEDULE
SYMBOL HOLDOWN/STRAP
LSTHD8/8RJ HOLDOWN
SEE DETAIL 15/S4.1
S4.1
14
S4.1
14
FT1
FW3A
FT1
FW3A
FW
3
A
FT5
S4.1
20
TYP
4" CONCRETE
SLAB ON GRADE
4" CONCRETE
SLAB ON GRADE
DEPRESS WALL &
POUR SLAB THROUGH
S4.1
18
FT1
FT1
FT1
FT1
FT1
FT1
FT
1
FT1
FT3
FT5
FT7
S4.1
20
TYP
S4.1
17
SIM
S4.1
20
TYP
S4.1
18
FW3A
FW3A
FW3A
FW3A
FW
3
A
FW
3
C
S4.1
14
FT1
FW3A
FT1
FW3A
FW
3
A
FT5
S4.1
20
TYP
FT1
STRUCTURAL ELEMENTS ONLY
LEI PROJECT #:
DRAWN BY:
CHECKED BY:
SCALE:
DATE:
SHEET
2025-2379
KGW
JKSA
5 -
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REVISIONS
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3 -
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2 -
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1 DESCRIPTION
BYDATE
DIMENSIONS SHOWN ON THE
STRUCTURAL PLANS ARE FOR
CONVENIENCE ONLY. VERIFY ALL
DIMENSIONS WITH THE CURRENT
ARCHITECTURAL PLANS PRIOR TO
CONSTRUCTION.
9/30/2025
3 3 0 2 N . M a i n S t r e e t
Spanish Fork, UT 84660
P h o n e : 8 0 1 .7 9 8 .0 5 5 5
F a x : 8 0 1 .7 9 8 .9 3 9 3
o f f i c e @ l e i -e n g .c o m
w w w .l e i -e n g .c o m
E N G I N E E R S
S U R V E Y O R S
P L A N N E R S
- A U t a h C o r p o r a t i o n -
3 16"=1'-0"
S1.0
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10/02/2025