HomeMy WebLinkAboutPages from PBC_Front Load 6Plex 26x38_23.10.30-Reviewed-Approved (1) (1)4' - 0"8' - 0"6' - 0"12' - 0"12' - 0"4' - 6"9' - 10"8' - 0"5' - 8"12' - 0"12' - 0"5' - 8"8' - 0"9' - 10"4' - 6"12' - 0"12' - 0"6' - 0"8' - 0"4' - 0"
30' - 0"26' - 0"26' - 0"26' - 0"26' - 0"30' - 0"
4' - 0"15' - 7"10' - 9"25' - 4"11' - 4"15' - 0"15' - 0"11' - 4"25' - 4"10' - 9"15' - 7"4' - 0"
CONDITIONED CRAWL SPACE
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
18"
8"
24
"
12
"
18"
18"18"18"18"18"
18"
8"
18"
8"
18"
8"
18"
8"
7' - 9"7' - 9"7' - 9"7' - 9"
5' - 5"5' - 5"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
CONDITIONED CRAWL SPACE CONDITIONED CRAWL SPACE CONDITIONED CRAWL SPACE CONDITIONED CRAWL SPACE CONDITIONED CRAWL SPACE
164' - 0"
13' - 8"11' - 6"11' - 6"13' - 10"13' - 10"11' - 6"11' - 6"13' - 10"13' - 10"11' - 6"11' - 6"13' - 8"
164' - 0"
30' - 0"26' - 0"26' - 0"26' - 0"26' - 0"30' - 0"
11' - 8"0' - 8"11' - 8"11' - 8"0' - 8"11' - 8"11' - 8"0' - 8"11' - 8"
5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"
6"6"6"6"6"6"
6"
42
'
-
0
"
4'
-
0
"
25
'
-
0
"
8'
-
6
"
2'
-
0
"
1'
-
6
"
12
"
12
"
6"
4'
-
0
"
24
"
18
"
5'
-
0
"
5'
-
0
"
18
"
2'
-
6
"
24
"
2'
-
6
"
4'
-
0
"
12
"
12
"
6"24
"
12
"
42
'
-
0
"
4'
-
0
"
25
'
-
0
"
8'
-
6
"
2'
-
0
"
1'
-
6
"
18
"
30
"
12
"
12
"
30
"
18
"
A B C D E F
15
'
-
0
"
GARAGE GARAGE GARAGE GARAGE GARAGE GARAGE
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
10/30/2023
.
.
.
.
.
.
9312
4124
5188
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.3/16" = 1'-0"
A2PEBBLE CREEK -Front Load 6Plex
Rexburg, Idaho
FOUNDATION PLAN ALL
Summit Building Group
3/16" = 1'-0"1 A2 FOUNDATION ALL
SQUARE FOOTAGE:
UNIT A TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
UNIT B TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1516
667
849
223
UNIT C TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1534
674
860
239
UNIT D TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT E TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT F TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
1516
667
849
223
1534
674
860
239
A B C D E F
4' - 0"8' - 0"6' - 0"12' - 0"12' - 0"4' - 6"9' - 10"8' - 0"5' - 8"12' - 0"
30' - 0"26' - 0"26' - 0"
4' - 0"15' - 7"10' - 9"25' - 4"11' - 4"15' - 0"
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE
OVER COMPACTED FILL
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
CONDITIONED CRAWL SPACE
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
24
"
12
"
6" X 48" CONC. STEM WALLS
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
7' - 9"7' - 9"
5' - 5"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
CONDITIONED CRAWL SPACE
6" X 48" CONC. STEM WALLS
CONDITIONED CRAWL SPACE
6" X 48" CONC. STEM WALLS
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE
OVER COMPACTED FILL
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE
OVER COMPACTED FILL
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
82' - 0"
13' - 8"11' - 6"11' - 6"13' - 10"13' - 10"11' - 6"
82' - 0"
30' - 0"26' - 0"26' - 0"
11' - 8"0' - 8"11' - 8"11' - 8"0' - 8"
5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"
5'
-
0
"
18
"
24
"
2'
-
6
"
4'
-
0
"
12
"
12
"
6"
42
'
-
0
"
25
'
-
0
"
8'
-
6
"
2'
-
0
"
1'
-
6
"
18
"
30
"
12
"
21
'
-
0
"
16
'
-
0
"
20
'
-
6
"
16
'
-
0
"
16
'
-
0
"
22
'
-
0
"
A B C
PFH
PFH PFH PFH PFH PFH PFH
WF
1
8
/
W
2
WF18 / W1
WF18 / W1
WF18 / W1
WF
1
8
/
W
1
WF18 / W1
WF18 / W1
WF18 / W1
WF
1
8
/
W
1
WF
1
8
/
W
1
WF
1
8
/
W
1
WF18 / W1
WF18 / W1 WF18 / W1
WF
1
8
/
W
2
WF18 / W1
WF18 / W1
WF18 / W1
WF
1
8
/
W
1
WF
1
8
/
W
1
WF18 / W1
WF
1
8
WF
1
8
WF
1
8
WF
1
8
/
W
2
4'
-
0
"
37
'
-
0
"
14' - 6"
STHD14 STHD14 STHD14
STHD14 STHD14 STHD14 STHD14 STHD14 STHD14
STHD14
STHD14
STHD14
STHD14
4'
-
0
"
(2) 1-3/4 X 11-7/8 LVL
(2) 1-3/4 X 11-7/8 LVL
(2) 1-3/4 X 11-7/8 LVL
4'
-
0
"
D
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
10/30/2023
.
.
.
.
.
.
9312
4124
5188
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.As indicated
A2.1PEBBLE CREEK -Front Load 6Plex
Rexburg, Idaho
FOUNDATION A, B, C
Author
1/4" = 1'-0"1 FOUNDATION A,B,C
SQUARE FOOTAGE:
UNIT A TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
UNIT B TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1516
667
849
223
UNIT C TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1534
674
860
239
UNIT D TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT E TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT F TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
1516
667
849
223
1534
674
860
239
1 /2 " A nc h or b olts w ith 3 " x
3 " x 1 /4 " sq u are w ash ers
(inc l. interior b earing w alls)
R4 03 .1 .6.1
T y pic al for all u nits.
A B C D E F
12' - 0"5' - 8"8' - 0"9' - 10"4' - 6"12' - 0"12' - 0"6' - 0"8' - 0"4' - 0"
26' - 0"26' - 0"30' - 0"
15' - 0"11' - 4"25' - 4"10' - 9"15' - 7"4' - 0"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
7' - 9"7' - 9"
5' - 5"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
CONDITIONED CRAWL SPACE
6" X 48" CONC. STEM WALLS
CONDITIONED CRAWL SPACE
6" X 48" CONC. STEM WALLS
CONDITIONED CRAWL SPACE
6" X 48" CONC. STEM WALLS
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE
OVER COMPACTED FILL
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE
OVER COMPACTED FILL
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE
OVER COMPACTED FILL
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
82' - 0"
11' - 6"13' - 10"13' - 10"11' - 6"11' - 6"13' - 8"
82' - 0"
26' - 0"26' - 0"30' - 0"
0' - 8"11' - 8"11' - 8"0' - 8"11' - 8"
5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"
42
'
-
0
"
25
'
-
0
"
8'
-
6
"
2'
-
0
"
1'
-
6
"
12
"
12
"
6"
4'
-
0
"
24
"
18
"
5'
-
0
"
2'
-
6
"
24
"
12
"
12
"
30
"
18
"
16
'
-
0
"
22
'
-
0
"
16
'
-
0
"
20
'
-
6
"
16
'
-
0
"
21
'
-
0
"
D E F
PFH PFH PFH PFH PFH PFH
PFHWF18 / W1 WF18 / W1
WF18 / W1
WF
1
8
/
W
2
WF
1
8
/
W
2
WF
1
8
/
W
2
WF18 / W1
WF18 / W1
WF18 / W1
WF18 / W1
WF18 / W1
WF18 / W1
WF18 / W1
WF
1
8
/
W
1
WF18 / W1
WF18 / W1
WF18 / W1
WF
1
8
/
W
1
WF
1
8
/
W
1
WF
1
8
/
W
1
WF
1
8
/
W
1
WF
1
8
/
W
1
WF
1
8
WF
1
8
WF
1
8
4'
-
0
"
37
'
-
0
"
STHD14
STHD14 STHD14
STHD14STHD14STHD14
STHD14STHD14STHD14STHD14
STHD14
STHD14
STHD14
(2) 1-3/4 X 11-7/8 LVL (2) 1-3/4 X 11-7/8 LVL
(2) 1-3/4 X 11-7/8 LVL
C
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
10/30/2023
.
.
.
.
.
.
9312
4124
5188
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.As indicated
A2.2PEBBLE CREEK -Front Load 6Plex
Rexburg, Idaho
FOUNDATION D, E, F
Author
1/4" = 1'-0"2 FOUNDATION D,E,F
SQUARE FOOTAGE:
UNIT A TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
UNIT B TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1516
667
849
223
UNIT C TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1534
674
860
239
UNIT D TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT E TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT F TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
1516
667
849
223
1534
674
860
239
1 /2 " A nc h or b olts w ith 3 " x 3 "
x 1 /4 " sq u are w ash ers (inc l.
interior b earing w alls)
R4 03 .1 .6.1 T y pic al for all u nits.
Re
f
r
i
g
e
r
a
t
o
r
DW
Re
f
r
i
g
e
r
a
t
o
r
DW
Re
f
r
i
g
e
r
a
t
o
r
DW
Re
f
r
i
g
e
r
a
t
o
r
DW
Re
f
r
i
g
e
r
a
t
o
r
DW
Re
f
r
i
g
e
r
a
t
o
r
DW
UP
UP
UPUP
UP
UP
4'
-
0
"
35
'
-
6
"
1'
-
6
"
42
'
-
0
"
30' - 0"26' - 0"26' - 0"26' - 0"26' - 0"30' - 0"
Storage
30' - 0"26' - 0"26' - 0"26' - 0"26' - 0"30' - 0"
4' - 0"14' - 0"12' - 0"12' - 0"14' - 0"14' - 0"12' - 0"12' - 0"14' - 0"14' - 0"12' - 0"12' - 0"14' - 0"4' - 0"
Bench Locker
4' - 0"15' - 1"10' - 11"14' - 2"11' - 10"11' - 0"15' - 0"15' - 0"11' - 0"11' - 10"14' - 2"10' - 11"15' - 1"4' - 0"
Storage
Bench Locker
Storage
Bench Locker
20
'
-
6
"
21
'
-
0
"
22
'
-
0
"
4'
-
0
"
35
'
-
6
"
1'
-
6
"
Pantry
Storage
Bench Locker
14
'
-
1
0
"
10
'
-
2
"
8'
-
6
"
2'
-
0
"
Storage
Bench Locker
Storage
Bench Locker
20
'
-
6
"
21
'
-
0
"
22
'
-
0
"
12
"
4'
-
0
"
5'
-
0
"
5'
-
0
"
2'
-
0
"
4'
-
0
"
12
"
9'
-
8
"
9'
-
0
"
12
'
-
1
0
"
2'
-
6
"
4' - 6"9' - 6"
12
"
8' - 4"5' - 8"
1'
-
6
"
5' - 8"8' - 4"
1'
-
6
"
2'
-
6
"
2'
-
0
"
9' - 6"4' - 6"
306818"
Obscured Glass
306818"
Obscured Glass
12
"
2'
-
6
"
18
"
2'
-
6
"
14
'
-
1
0
"
10
'
-
2
"
8'
-
6
"
2'
-
0
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
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p
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30
"
x
3
6
"
6"
12
"
6"
18
"
12
"
4'
-
3
"
4'
-
3
"
5'
-
6
"
4'
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3
"
4'
-
3
"
5'
-
6
"
12
'
-
4
"
11
'
-
0
"
12
'
-
4
"
10
'
-
6
"
12
'
-
4
"
10
'
-
6
"
12
'
-
4
"
11
'
-
0
"
42
'
-
0
"
164' - 0"
164' - 0"
2' - 0"4' - 0"3' - 0"5' - 4 1/2"6' - 11"
Pantry Shelves
Pantry
Pantry Shelves Pantry
Pantry Shelves
Pantry
Pantry Shelves
Pantry
Pantry Shelves
Pantry
Pantry Shelves
5' - 4"5' - 5"
6' - 11"
5' - 5"5' - 4"
4' - 11 1/2"3' - 0"3' - 10"2' - 0"
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2' - 0"3' - 10"3' - 0"4' - 11 1/2"
5' - 5"5' - 4"
6' - 11"
4'
-
0
"
5'
-
7
"
4'
-
0
"
5'
-
7
"
4'
-
0
"
5'
-
7
"
4'
-
0
"
5'
-
7
"
4'
-
0
"
5'
-
7
"
4'
-
0
"
5'
-
7
"
5' - 4"5' - 5"
4' - 11 1/2"3' - 0"3' - 10"2' - 0"
6' - 11"
6' - 11"
5' - 5"5' - 4"
2' - 0"3' - 10"3' - 0"4' - 11 1/2"
5' - 4"5' - 5"
6' - 11"5' - 4 1/2"3' - 0"4' - 0"2' - 0"
2868
2868
2868 2868
2868
2868
2668
2668
2668 2668
2668
2668
3068
3068
3068 3068
3068
3068
30683068
30
6
8
18
"
Ob
s
c
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e
d
G
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a
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30
6
8
18
"
Ob
s
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3068 3068
A B C D E F
1
A5
15
'
-
2
"
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
10/30/2023
.
.
.
.
.
.
9312
4124
5188
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.3/16" = 1'-0"
A3PEBBLE CREEK -Front Load 6Plex
Rexburg, Idaho
FIRST FLOOR PLAN ALL
Author
3/16" = 1'-0"1 A3 FIRST FLOOR ALL
SQUARE FOOTAGE:
UNIT A TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
UNIT B TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1516
667
849
223
UNIT C TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1534
674
860
239
UNIT D TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT E TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT F TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
1516
667
849
223
1534
674
860
239
2'
6'
1
/
2
"
1'
-
5'
-
9
1
/
2
"
-0
1
/
2
"
TABLE R702.3.5
MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS
THICKNESS OF
GYPSUM
BOARD OR
GYPSUM PANEL
PRODUCTS
(inches)
APPLICATION
ORIENTATION OF
GYPSUM BOARD OR
GYPSUM PANEL
PRODUCTS TO
FRAMING
MAXIMUM
SPACING OF
FRAMING
MEMBERS
(inches o.c.)
MAXIMUM SPACING OF
FASTENERS (inches)
SIZE OF NAILS FOR APPLICATION
TO WOOD FRAMINGc
Nailsa Screwsb
Application without adhesive
Ceilingd Perpendicular 16 7 12 13 gage, 1
1/″ long, 19/″ head; 0.098″ diameter,
5/8
8 64
Type X at
garage ceiling
beneath
habitable rooms
Perpendicular 24 6 6
17/8″ long 6d coated nails or equivalent drywall
screws. Screws shall comply with Section
R702.3.5.1
13 gage, 15/″ long, 19/″ head; 0.098″ diameter,