HomeMy WebLinkAboutPLANS - 19-00142 - 576 E 5th S - New SFRD
W
REF.
Ra
n
g
e
UP
OV
E
N
UP
DW
6000CLX GAS
FIREPLACE
INSERT
12' - 0"
14' - 0"
4 ' - 6 "
3 ' - 1 0 "
4
'
-
6
"
3
'
-
1
0
"
11' - 1"
4'
-
1
"
1' - 6 1/2"
5'
-
0
"
3' - 10"2' - 0"
5' - 1"
4'
-
0
1
/
2
"
6'
-
0
"
11' - 6 1/2"
11
'
-
1
"
13
'
-
6
"
6'
-
6
"
11' - 6 1/2"
216 SF
Master
135 SF
Office
121 SF
Craft Room
159 SF
Casita
379 SF
Front Room/Foyer
14' - 0"
14' - 11"
6'
-
0
"
35
'
-
1
1
"
10' - 0"14' - 11"18' - 1"14' - 11"
2'
-
1
"
6' - 9"
3'
-
6
"
11
'
-
8
"
4'
-
5
1
/
1
6
"
5' - 1"5' - 0"
15
'
-
1
"
2'
-
1
1
9
/
1
6
"
7'
-
3
"
7'
-
9
"
11
'
-
8
"
10' - 0"
6'
-
0
"
47
'
-
1
1
"
4' - 2"
3'
-
2
"
2'
-
1
0
"
16' - 2"4' - 0"
8'
-
1
"
3'
-
6
"
1'
-
2
"
1'
-
2
"
1' - 10"
4' - 0"
4'
-
0
"
2'
-
1
"
3'
-
1
1
7
/
8
"
4' - 4 1/2"
9
3
2
2
2
7
6
3
3
4
4
629 SF
Kitchen & Living
Room
93 SF
Dining Room
42 SF
Pantry
84 SF
Laundry
107 SF
Bath
75 SF
Closet
4
2
2
4
3
3
4
6'
-
0
"
9' - 1"
7'
-
1
0
1
/
2
"
9' - 7 1/2"
4' - 0"
24' - 2"12' - 1 1/2"
35
'
-
9
1
/
2
"
8'
-
0
"
16
'
-
3
"
18' - 1"
11' - 7"
4'
-
0
"
12' - 7 1/2"
16
'
-
0
1
/
2
"
12' - 0"6'
-
0
"
22' - 4"
19
23
3
24 25
11
10
9
12
6
7
8
20
13
4
5
28
31
27
2
1
29
30
36
33 35
32
34
37
39
38
26
BOARD & BATTEN SIDING
7/16" O.S.B. SHEATHING
1/2" GYPSUM BOARD
2x6's @ 16" O.C. WITH R-19
1
2
3
4
5
WALL TYPE SCHEDULE
BOARD & BATTEN SIDING
7/16" O.S.B. SHEATHING
2X4'S @ 16" O.C. WITH R-19
5/8" GYPSUM BOARD
6
7
1/2" GYPSUM BOARD
2x6's @ 16" O.C. WITH R-19
1/2" GYPSUM BOARD
1/2" GYPSUM BOARD
2X4'S @ 16" O.C. WITH R-19
1/2" GYPSUM BOARD
1/2" GYPSUM BOARD
2x6's @ 16" O.C. WITH R-19
5/8" GYPSUM BOARD
STONE VENEER 3' VERTICAL
BOARD & BATTEN SIDING
1/2" GYPSUM BOARD
2x6's @ 16" O.C. WITH R-19
7/16" O.S.B. SHEATHING
STONE VENEER 3' VERTICAL
1/2" GYPSUM BOARD
2x6's @ 16" O.C. WITH R-19
7/16" O.S.B. SHEATHING
BOARD & BATTEN SIDING
8
5/8" GYPSUM BOARD
2X4'S @ 16" O.C. WITH R-19
1/2" GYPSUM BOARD
9
5/8" GYPSUM BOARD
2x6's @ 16" O.C. WITH R-19
1/2" GYPSUM BOARD
SQUARE FOOTAGE AREA
MAIN FLOOR
2nd FLOOR
TOTAL FINISHED FLOOR
GARAGE
1030 Sq. Ft.
2645 Sq. Ft.
3675 Sq. Ft.
943 Sq. Ft.
2019
OWNER-
BUILD
Scale
Project number
Date
PR
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1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
1/4" = 1'-0"
A-101
MAIN FLOOR PLAN
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Shawn Jensen
No. Description Date
MAIN FLOOR PLAN
1/4" = 1'-0" SCALE
MECHANICAL
CLOSET
DN
OPEN TO
BELOW
183 SF
NYAH'S ROOM
53 SF
W.I.C.
192 SF
Boy's Room
47
'
-
1
1
1
/
1
6
"
23' - 10 1/2"9' - 6 3/8"
33' - 4 7/8"
4'
-
0
"
17
'
-
0
5
/
1
6
"
37
'
-
1
1
1
/
1
6
"
18' - 5 7/8"
6'
-
0
"
15
'
-
3
1
5
/
1
6
"
7'
-
8
1
/
4
"
6'
-
8
1
/
2
"
5'
-
7
1
/
2
"
12
'
-
6
7
/
8
"
16' - 9"
57 SF
Bathroom
37 SF
W.I.C.
33' - 4 7/8"
14' - 11"
20
'
-
1
0
3
/
4
"
6'
-
3
7
/
1
6
"
10
'
-
5
"
18
14
15
16
17
22
21
166 SF
THE HANGOUT
FIREPLACE
CHASE TO
TOP OF CEILING
FRAMING NOTES
1. HOUSE EXTERIOR WALLS TO BE 2x6 @ 16" O.C. W/ (2) TOP
PLATES.
2. GARAGE EXTERIOR WALLS TO BE 2x4 @ 16" O.C. W/ (2) TOP
PLATES.
3. INTERIOR BEARING WALL TO BE 2x4 @ 16" O.C. W/ (2) TOP
PLATES.
4. INTERIOR NON-BEARING WALLS TO BE 2x4 @ 16" O.C. W/ (2)
TOP PLATES.
5. INTERIOR PLUMBING WALLS TO BE 2x6 @ 16" O.C. W/ (2) TOP
PLATES.
INSULATION VALUES & WINDOWS
O-32 U-FACTOR WINDOWS
R-50 EXTERIOR CEILINGS
R-22 EXTERIOR WALLS
R-22 WALL BETWEEN FARAGE & HOUSE
R-30 CANTILEVER
R-10 CONDITIONED CRAWL SPACE WALLS
VAPOR BARRIER CONDITIONED CRAWL SPACE FLOOR
SHEAR WALL NOTES
ALL EXTERIOR WALLS AND VERTICAL SURFACES AT STEPS IN ROOF
SHALL BE SHEATHED WITH 7/16" APA RATED 24/0 OR BETTER
STRUCTURAL WOOD PANELS/ BLOCK ALL HORZ EDGES WITH 2" NOM.
OR WIDER FRAMING AT ADJOINING PANEL EDGES AND NAILS SHALL
BE STAGGERED WHERE 10d NAILS ARE SPACED 3" O.C. OR LESS.
SHEATHING SHALL EXTEND CONTINUOUS FROM FLOOR TO TOP
PLATE FRAMING ON UPPER EXT. WALLS. NAILS SHALL BE PLACED
NOT LESS THA 1/2" FROM EDGE OF PANEL AND DRIVEN FLUSH BUT
SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. EXTEND
SHEATHING OVER RIM BOARD AND NAIL TO RIM AND WALL PLATES 4"
O.C..
SHEAR WALL SCHEDULE
TYPE SHEATHING NAIL EDGE FIELD
TYPICAL 7/16" ONE SIDE 8d 6" O.C.12" O.C.
SW -1 7/16" ONE SIDE 8d 4" O.C.12" O.C.
SW -2 7/16" ONE SIDE 8d 3" O.C.12" O.C.
SW -3 7/16" ONE SIDE 8d 2" O.C.12" O.C.
NOTE; 16 GAUGE STAPLES MAY BE SUBSTITUTED FOR 8d NAILS AT
1/2 SPACING ON TYPICAL AND SW -1.
SW -2 AND SW -3 REQUIRE 3X OR (2) 2X ON JOINING PANEL EDGES.
2019
OWNER-
BUILD
Scale
Project number
Date
PR
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A
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J
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N
S
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1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
1/4" = 1'-0"
A-102
UPPER FLOOR PLAN
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Author
No. Description Date
UPPER FLOOR PLAN
1/4" = 1'-0" SCALE
1st Floor Plan
0' -0"
Ceiling Height of 2nd
Floor
18' -0"
2nd Story Floor Plan
10' -0"
4'
-
0
"
0'
-
9
"
1'
-
0
"
BOARD AND BATTEN SIDING 16" O.C.
B
BB
C
C C
D
E E
A
FRONT
PORCH
FINISHED
ELEVATION
BC
2019
OWNER-
BUILD
Scale
Project number
Date
PR
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A
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F
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SH
A
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A
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J
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1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
1/4" = 1'-0"
A-201
NORTH ELEVATION
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Author
No. Description Date
NORTH ELEVATION PLAN
1/4" = 1'-0" SCALE
1st Floor Plan
0' -0"
Ceiling Height of 2nd
Floor
18' -0"
2nd Story Floor Plan
10' -0"
BOARD AND BATTEN SIDING TYP.
FIXED WINDOWFIXED WINDOW
F
E
2019
OWNER-
BUILD
Scale
Project number
Date
PR
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F
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SH
A
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A
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J
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N
S
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1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
1/4" = 1'-0"
A-202
EAST ELEVATION
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Author
No. Description Date
EAST ELEVATION PLAN
1/4" = 1'-0" SCALE
1st Floor Plan
0' -0"
Ceiling Height of 2nd
Floor
18' -0"
2nd Story Floor Plan
10' -0"
CASED WINDOW
FIXED WINDOWCASED WINDOW CASED WINDOW
FIXED WINDOWCASED WINDOW CASED WINDOWFIXED WINDOWCASED WINDOW CASED WINDOW FIXED WINDOWCASED WINDOW CASED WINDOW
FIXED WINDOW FIXED WINDOWFIXED WINDOW
FIXED WINDOW
B B
B
BC
C
C CEE
E
G G
G
G
HI
J
J J
J
2019
OWNER-
BUILD
Scale
Project number
Date
PR
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A
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R
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N
C
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F
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SH
A
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N
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H
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A
R
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J
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N
S
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N
1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
1/4" = 1'-0"
A-203
SOUTH ELEVATION
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Author
No. Description Date
SOUTH ELEVATION PLAN
1/4" = 1'-0" SCALE
1st Floor Plan
0' -0"
Ceiling Height of 2nd
Floor
18' -0"
2nd Story Floor Plan
10' -0"BOARD AND BATTEN SIDING 8" O.C.
CASED WINDOW
CASED WINDOW
BC
D
2019
OWNER-
BUILD
Scale
Project number
Date
PR
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A
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R
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S
I
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N
C
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F
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SH
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N
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A
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J
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N
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1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
1/4" = 1'-0"
A-204
WEST ELEVATION
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Author
No. Description Date
WEST ELEVATION PLAN
1/4" = 1'-0" SCALE
5 1/2"" x 18"
GIRDER BEAM
TO SPAN 23' 2"
1/2" GYP. BOARD
ON ALL INTERIOR
SURFACES7/16" OSB WALL
SHEATHTING (TYP)
VERT. BOARD &
BATTEN SIDING
CLEAR SPAN
21'-11"
JOIST HANGER
AT EACH TJI1 3/4" x 11 7/8"
BEAM PERPENDICULAR
TO GIRDER BEAM
2 CAR GARAGE1 CAR GARAGE
MANUF. TRUSSES @
24" O.C.
MIN. R-49 BATT
INSULATION (TYP)
7/16" OSB ROOF
SHEATHING
ASPHALT SHINGLES ON
#30 FELT
3/4" T&G FLOOR
SHEATHING (TYP)
DINING ROOM
FLOOR JOISTS
16" O.C.
2x6 PONY WALL
(2) 2x6 TOP
PLATE (TYP)
2x6 BOTTOM PLATE
CONTINUOUS 6 MM VAPOR
RETARDER OVER EXPOSED
EARTH, JOINTS OVERLAPPED
MIN. 6" AND SEALED, EXTEND
MIN. 6" UP AND ATTACHED TO
WALLS
CONDITIONED CRAWLSPACE
(2) 1 3/4" x 11 7/8" LSL HEADER
(2) 1 3/4" x 11 7/8" LSL HEADER
(2) 1 3/4" x 11 7/8" LSL HEADER
1 1/2" x 5 1/2" LSL
ON ALL TALL WALLS
DOUBLE TRIMMERS
WITH KING STUD
(2) 1 3/4" x 11 7/8" LVL
2019
OWNER-
BUILD
Scale
Project number
Date
PR
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A
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R
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I
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N
C
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F
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SH
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N
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H
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A
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J
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N
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N
1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
1/4" = 1'-0"
A-301
BUILDING SECTIONS
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Author
No. Description Date
GIRDER BEAM ABOVE GARAGE
SCALE: 1/4" = 1'
WINDOW WALL FRAMING PLAN
SCALE: 1/4" = 1'
BUILDING SECTIONS
1/4" = 1'-0" SCALE
1st Floor Plan
0' -0"
Ceiling Height of 2nd
Floor
18' -0"
Top of Footings
-5' -0"
2nd Story Floor Plan
10' -0"
MANUF. TRUSSES @
24" O.C.
MIN. R-49 BATT
INSULATION (TYP)
MIN. R21 BATT
INSULATION (TYP)
1/2" GYPSUM
BOARD (TYP)
2x6 BOTTOM PLATE
TRUSS HANGERS @
EACH TRUSS
(2) 2x6 TOP
PLATE (TYP)
FAMILY ROOMHALLWAYNYAH'S
ROOM
FRONT ROOM OFFICE BATHROOM1 CAR GARAGE 2 CAR GARAGE
3/4" T&G FLOOR
SHEATHING (TYP)
2x6 FRAMING WALL
@ 16" O.C. (TYP)
OUTSIDE WALLS
2x4 WALL @
16" O.C. (TYP)
INSIDE WALLS
RIM BOARD
VERT. BOARD &
BATTEN SIDING
7/16" OSB WALL
SHEATHING (TYP)
VENTED SOFFIT
BLOCKING FOR DRYWALL
VERT. BOARD
& BATTEN SIDING
RIM BOARD
ANCHOR J-BOLTS
FINAL GRADE
RIGID INSULATION
5/8" GYP. BOARD
ON ALL INTERIOR
GARAGE SURFACES
2x4 FRAMING WALL @
16" O.C. (TYP)
GARAGE WALLS
2X6 FRAMING WALL @
16" O.C. (TYP)
COMMON WALLS
7/16" OSB WALL
SHEATHTING (TYP)
VERT. BOARD &
BATTEN SIDING
R13 INSULATION
GARAGE WALLS
5/8" GYP. BOARD
ON ALL INTERIOR
GARAGE SURFACES 1/2" GYP. BOARD
INTERIOR WALLS
RIM BOARD
3/4" T&G FLOOR
SHEATHING (TYP)
FLOOR JOISTS
16" O.C.
FASCIA BOARD
1/2" GYP. BOARD (TYP)
3/4" T&G FLOOR
SHEATHING (TYP)
1/2" GYP. BOARD (TYP)1/2" GYP. BOARD (TYP)
1/2" GYP. BOARD (TYP)
RIGID INSULATION 2x6 PONY WALL
(2) 2x6 TOP
PLATE (TYP)
2x6 BOTTOM PLATE
2x6 BOTTOM PLATE
CONDITIONED CRAWLSPACE CONDITIONED CRAWLSPACE
MIN. R-49 BATT
INSULATION (TYP)MIN. R-49 BATT
INSULATION (TYP)
7/16" OSB ROOF
SHEATHING
ASPHALT SHINGLES ON
#30 FELT
NOTE:
PROVIDE ICE & WATER SHIELD AT ALL
ROOF EDGES, EAVES & VALLEYS.
EXTEND 48" UP WARM SIDE OF HOUSE.
CONTINUOUS 6 MM VAPOR
RETARDER OVER EXPOSED
EARTH, JOINTS OVERLAPPED
MIN. 6" AND SEALED, EXTEND
MIN. 6" UP AND ATTACHED TO
WALLS
1/2" GYP. BOARD (TYP)1/2" GYP. BOARD (TYP)
1st Floor Plan
0' -0"
Ceiling Height of 2nd
Floor
18' -0"
Top of Foundation
-1' -0"
Top of Footings
-5' -0"
2nd Story Floor Plan
10' -0"
Ceiling of 1st Floor
9' -0"
FOUNDATION
PLAN
-5' -9"
MANUF. TRUSSES @
24" O.C.
MANUF. TRUSSES @
24" O.C.
MIN. R-49 BATT
INSULATION (TYP)
7/16" OSB ROOF
SHEATHING
ASPHALT SHINGLES ON
#30 FELT
NOTE:
PROVIDE ICE & WATER SHIELD AT ALL
ROOF EDGES, EAVES & VALLEYS.
EXTEND 48" UP WARM SIDE OF HOUSE.
1/2" GYP. BOARD
ON ALL INTERIOR
SURFACES
2x6 FRAMING WALL @
16" O.C. (TYP)
ALL EXTERIOR WALLS
7/16" OSB WALL
SHEATHTING (TYP)
VERT. BOARD &
BATTEN SIDING
R22 INSULATION
EXTERIOR WALLS
2X6 FRAMING WALL @
16" O.C. (TYP)
COMMON WALLS
1/2" GYP. BOARD
INTERIOR WALLS
RIM BOARD3/4" T&G FLOOR
SHEATHING (TYP)2x6 BOTTOM PLATE
3/4" T&G FLOOR
SHEATHING (TYP)
BATHROOM MASTER
BEDROOM
GREAT ROOM
DINING ROOM CASITA ONE CAR
GARAGE
TEAGUE AND
ROCKY'S ROOM
5/8" GYP. BOARD
ON ALL INTERIOR
GARAGE SURFACES
2x4 FRAMING WALL @
16" O.C. (TYP)
GARAGE WALLS
7/16" OSB WALL
SHEATHTING (TYP)
VERT. BOARD &
BATTEN SIDING
R13 INSULATION
GARAGE WALLS
TRUSS HANGERS @
EACH TRUSS
FLOOR JOISTS
16" O.C.FLOOR JOISTS
16" O.C.
RIGID INSULATION 2x6 PONY WALL
(2) 2x6 TOP
PLATE (TYP)
2x6 BOTTOM PLATE
CONDITIONED CRAWLSPACE CONTINUOUS 6 MM VAPOR
RETARDER OVER EXPOSED
EARTH, JOINTS OVERLAPPED
MIN. 6" AND SEALED, EXTEND
MIN. 6" UP AND ATTACHED TO
WALLS
CONTINUOUS 6 MM VAPOR
RETARDER OVER EXPOSED
EARTH, JOINTS OVERLAPPED
MIN. 6" AND SEALED, EXTEND
MIN. 6" UP AND ATTACHED TO
WALLS
CONDITIONED CRAWLSPACECONDITIONED CRAWLSPACE
(2) 1 3/4" x 11 7/8"
BEAM TO SPAN 16' 8"
2019
OWNER-
BUILD
Scale
Project number
Date
PR
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C
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F
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SH
A
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A
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J
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N
S
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N
1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
1/4" = 1'-0"
A-302
BUILDING SECTIONS
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Author
No. Description Date
WALL SECTIONS PLAN
1/4" = 1'-0" SCALE
WALL SECTION FROM NORTH ELEVATION
WALL SECTION FROM SOUTH ELEVATION
3'
-
0
"
LANDING
(3) STAIR
STRINGERS
(3) STAIR
STRINGERS
2x4 WALL
1/2" GYP.
BOARD
1/2" GYP.
BOARD
FLOOR
JOIST
HANGER
BOARD
RIM BOARD
EACH RISER = 7 3/8"
EACH TREAD = 10"
5/8" GYP
BOARD ON
UNDERSIDE OF
STAIRWELL
2019
OWNER-
BUILD
Scale
Project number
Date
PR
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1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
1" = 1'-0"
A-303
DETAILS
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Author
No. Description Date
STAIR DETAIL TYPICAL
SCALE: 1"=1'
DOOR SCHEDULE
MARK SIZE MATERIAL REMARKS
2
3
SINGLE OR
DOUBLE
1
4
2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
5 2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
6 2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
7 2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
8 2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
9 2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
10 2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
11 2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
12 2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
13 2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
14 2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
15 2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
16 2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
17 2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
18 2'-8" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR DOOR W/ JAMB
19 2'-2" x 6'-8" x 1'-3/8"WOOD -5 PANEL SINGLE INTERIOR -CASITA CLOSET
20 5'-0" x 6'-8" x 1'-3/8"WOOD -5 PANEL DOUBLE INTERIOR -FULL GLASS
21 6'-0" x 7'-0" x 1'-3/8"WOOD -5 PANEL DOUBLE INTERIOR CLOSET DOORS
22 WOOD -5 PANEL DOUBLE INTERIOR CLOSET DOORS
23 3'-0" x 6'-8" x 1'-3/4"METAL-HALF GLASS SINGLE EXTERIOR DOOR -CASITA
24 SINGLE
25 SINGLE
26 SINGLE
27 METAL SINGLE
28 6'-0" x 6'-8" x 1'-3/4"WOOD -HALF GLASS SINGLE EXTERIOR ENTRY W/SIDES
29 9'-0" x 8'-0" x 1'-3/4"COMP. EMBOSSED SINGLE SINGLE CAR GARAGE DOOR
30 16'-0" x 8'-0" x 1'-3/4"COMP. EMBOSSED SINGLE DOUBLE CAR GARAGE DOOR
6'-0" x 7'-0" x 1'-3/8"
3'-0" x 6'-8" x 1'-3/4"METAL-HALF GLASS SINGLE EXTERIOR DOOR -DINING RM
3'-0" x 6'-8" x 1'-3/4"METAL-HALF GLASS SINGLE EXTERIOR DOOR -MASTER
3'-0" x 6'-8" x 1'-3/4"METAL-HALF GLASS SINGLE EXTERIOR DOOR -GARAGE
3'-0" x 6'-8" x 1'-3/4"EXTERIOR DOOR -GARAGE
101
31 SINGLE
32 SINGLE
33 SINGLE
34 SINGLE
35 DOUBLE
36 SINGLE
METAL3'-0" x 6'-8" x 1'-3/4"MECH. DOOR IN GARAGE
3'-0" x 6'-8" ARCHED AT TOP INTERIOR CASED OPENING
INTERIOR CASED OPENING
INTERIOR CASED OPENING
INTERIOR CASED OPENING
INTERIOR BARN DOOR
N/A
N/A
N/A
3'-0" x 6'-8" ARCHED AT TOP
3'-0" x 6'-8" ARCHED AT TOP
5'-0" x 6'-8" ARCHED AT TOP
3'-0" x 6'-8" x 2"
N/A
SOLID WOOD
37 SINGLE3'-0" x 6'-8" ARCHED AT TOP N/A
38 SINGLEN/A
39 SINGLEN/A
3'-0" x 6'-8" ARCHED AT TOP
3'-0" x 6'-8" ARCHED AT TOP
INTERIOR CASED OPENING
INTERIOR CASED OPENING
INTERIOR CASED OPENING
WINDOW SCHEDULE
MARK REMARKS
B
C
A
D
E
F
G
H
I
SIZECOUNT
1 4'-0" X 4'-0"FRONTLINE ROUND BLACK 4-9/16" JAMB FEOMETRIC ALUMINUM CLAD WOOD
2'-0" X 4'-0"
2'-0" X 4'-0"
2'-0" X 2'-6"
9
9
2
JELD-WEN V-4500 SERIES BLACK PAINTED VINYL CASEMENT-RIGHT HANDED
JELD-WEN V-4500 SERIES BLACK PAINTED VINYL CASEMENT-LEFT HANDED
JELD-WEN V-4500 SERIES BLACK PAINTED VINYL CASEMENT-RIGHT HANDED
6 3'-0" X 4'-0"JELD-WEN V-4500 SERIES BLACK PAINTED VINYL PICTURE WINDOW
1 4'-0" X 3'-0"JELD-WEN V-4500 SERIES BLACK PAINTED VINYL PICTURE WINDOW
4 4'-0" X 4'-0"JELD-WEN V-4500 SERIES BLACK PAINTED VINYL PICTURE WINDOW
1
1
3'-0" X 4'-0"
3'-0" X 4'-0"
JELD-WEN V-4500 SERIES BLACK PAINTED VINYL CASEMENT-RIGHT HANDED
JELD-WEN V-4500 SERIES BLACK PAINTED VINYL CASEMENT-LEFT HANDED
INSULATION VALUES
0-.32 U-FACTORS WINDOWS
R-50 EXTERIOR CEILINGS
R-22 EXTERIOR WALLS
R-22 WALL BETWEEN GARAGE & HOUSE
R-30 2ND STORY FLOOR OVER GARAGE
R-10 CONDITIONED CRAWL SPACE WALLS
*U-FACTORS OF FENESTRATION PRODUCTS ARE DETERMINED
IN ACCORDANCE WITH THE NFRC TEST PROCEDURE OR
TAKEN FROM THE DEFAULT TABLE.
2019
OWNER-
BUILD
Scale
Project number
Date
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1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
1/4" = 1'-0"
A-601
DOOR & WINDOW
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Author
No. Description Date
CONCRETE DRIVE
46.25'
FRONT WALK
CANYON VIEW ESTATES
LOT 2 BLOCK 4
10' - 0"
NORTH
10' - 0"
25
'
-
0
"
37
'
-
0
"
Setbacks Per
Rexburg Building
Regulations
3.4.080
1 Slope
2 Broom Finished Concrete
1 Slope
1 Slope
1 Slope
1 Slope
3 ROOF VENTS
4 W.W. REINFORCED
CONCRETE PATIO
125.50'
125.50'
12
4
.
7
0
'
12
4
.
7
0
'
5 7:12 ROOF SLOPE
6 18.25 DEG. ROOF SLOPE
7 Footing Layout
5'
-
0
"
5' WIDE SIDEWALKS
ELECTRICAL
SEWER WATER
GAS LINE
5TH SOUTH
TIE IN LOCATIONTIE IN LOCATION
TIE IN LOCATION
TIE IN LOCATION
PROPERTY LINE
CONCRETE PAD FOR
CONDENSER
PARK STRIP
25' SET BACK
PER REXBURG
CITY REQUIREMENTS
LOCATION OF
WATER METER
PARK STRIP
25
'
-
0
"
1
SLOPE EARTH AWAY FROM HOME AT LEAST 6"
IN THE FIRST 10' AROUND THE ENTIRE
PERIMETER OF THE HOME
2 DRIVEWAY AND SIDEWALKS TO RECEIVE A
BROOM FINISH
3 TURTLE VENTS PLACE ONE PER EVERY 150 SF
OF ATTIC FLOOR SPACE
4 DRIVEWAY CONCRETE TO BE REINFORCED
WITH WELDED WIRE MESH
5 7:12 ROOF SLOPE FOR HOME AND GARAGE
ROOF
6 ROOF OVER THE FRONT PORCH TO BE BUILD AT
18.25 DEGREE SLOPE
7 LAYOUT FOOTING FOR GARAGE AT WEST AND
NORTH SET BACK LOCATIONS
2019
OWNER-
BUILD
Scale
Project number
Date
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1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
As indicated
C-101
SITE PLAN
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Shawn Jensen
No. Description Date
SITE PLAN NOTES
SITE DATA
UTILITIES:
VERIFY ALL UTILITY LOCATIONS ON SITE
PRIOR TO CONSTRUCTION
REQUIRED SET BACKS:
PARK STRIP 7 FT
SIDEWALK 5 FT
FRONT 25 FT
BACK 25 FT
SIDES 10 FT
SITE:
SITE AREA .36 ACRE
15,650 SQFT
BUILDING AREA:
FIRST FLOOR 2,645 SQFT
SECOND FLOOR 1,030 SQFT
TOTAL HEATED AREA 3,675 SQFT
GARAGE 525 SQFT
GROSS BUILDING AREA 4,200 SQFT
CONCRETE AREAS:
DRIVEWAY 645 SF 212 CF 7.90 CY
SIDEWALK 527 SF 173 CF 6.45 CY
FRONT WALK 118 SF 39 CF 1.45 CY
FRONT PORCH 166 SF 83 CF 3.10 CY
BACK PATIO 190 SF 63 CF 2.35 CY
UTILITY PAD 18 SF 6 CF .25 CY
TOTAL EXTERIOR CONCRETE=21.5 CY
SITE PLAN
1/8" = 1'-0" SCALE
Ra
n
g
e
R
GFIGFI
GF
I
GF
I
GF
I
GF
I
GF
I
GF
I
GF
I
GF
I
GF
I
GFI
GF
I
GFI
GFI GFI
D
TV
3
D
D
D
D
D
D
3
3
3
3
3
3
3
3
3
3
3
D
3
3
3
3
3
33
3
3
3
3
D
D
D 3 3
GFI GFI
GFI
D
3
3
3
3
3
3
3-WAY SWITH ON 1ST LEVEL
3-WAY SWITH ON 1ST LEVEL
1. PROVIDE 100 VOLT, WIRED IN SERIES, BATTERY
BACK-UP SMOKE DETECTOR IN EACH BEDROOM,
ADJACENT HALL, & IN EACH LEVEL OF HOME.
2. ALL OUTLETS SERVING KITCHEN COUNTERS TO BE
GFCI PROTECTED & SEPARATE 20 AMP CIRCUITS (+
42").
3. ALL OUTLETS SERVING BATHROOMS AND ARE 2'
FROM WATER TO BE GFCI PROTECTED & SEPARATE
20 AMP CIRCUITS. OUTLETS SERVING BATHROOM
COUNTERS TO (+ 42").
4. ALL EXTERIOR OUTLETS TO BE GFCI PROCTECTED
AND WATERPROOF. PROVIDE SEPARATE 20 AMP
CIRCUIT.
5. PROVIDE SWITCHED OPERATEDLIGHT & GFCI OUTLET
IN MECHANICAL ROOM.
6. PROVIDE EXTERIOR SOFFIT GFCI PROTECTED
OUTLETS FOR CHRISTMAS LIGHTS PER OWNERS
DISCRETION.
7. PROVIDE APPROVED BOXES & ADDITIONAL SUPPORT
AS NEEDED FOR CEILING FANS.
8. PROVIDE LOW -VOLTAGE UNDER UPPER CABINET
LIGHTING.
9. ALL RECESSED LIGHTING FIXTURES WILL BE SEALED
AND INSULATED AT HOUSING FINISH TO REDUCE AIR
LEAKAGE.
ELECTRICAL NOTES
2019
OWNER-
BUILD
Scale
Project number
Date
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1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
As indicated
E-101
ELECTRICAL PLANS
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Author
No. Description Date
1ST FLOOR ELECTRICAL PLAN
2ND FLOOR
ECECTRICAL PLAN
ELECTRICAL PLAN
3/16" = 1'-0" SCALE
NORTH
Room name
150 SF
A101
1 Ref
1 Re
f
1 Ref
1 Re
f
1
A101
SIM
101
SECTION INDICATOR
NORTH ARROW
AREA TAG W/ SQFT
INTERIOR ELEVATION
WINDOW TYPE INDICATOR
DOOR INDICATOR
A
2019
OWNER-
BUILD
Scale
Project number
Date
PR
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1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
1/4" = 1'-0"
G-101
TITLE SHEET
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Drawn by Shawn Jensen
A RESIDENCE FOR SHAWN & HILARY JENSEN
DRAWING INDEX
G-101 TITLE SHEET
G-102 GENERAL AND STRUCTURAL NOTES
C-101 SITE PLAN
S-101 FOUNDATION PLAN
S-102 MAIN FLOOR FRAMING PLAN
S-103 UPPER FLOOR FRAMING PLAN
S-104 ROOF FRAMING PLAN
A-101 MAIN FLOOR PLAN
A-102 UPPER FLOOR PLAN
A-201 NORTH ELEVATION
A-202 EAST ELEVATION
A-203 SOUTH ELEVATION
A-204 WEST ELEVATION
A-301 BUILDING SECTION
A-303 DETAILS
A-601 DOOR & WINDOW SCHEDULES
M-101 MECHANICAL PLANS
E-101 ELECTRICAL PLANS
ABBREVIATIONS
AHJ AUTHORITY HAVING JURISDICTION
ASTM AMERICAN SOCIETY FOR TESTING
BD BOARD
BLDG BUILDING
CEIL CEILING
CONC CONCRETE
ELEC ELECTRICAL
GYP GYPSUM
IRC INTERNATIONAL BUILDING CODE
IPC INTERNATIONAL PLUMBING CODE
OSB ORIENTED STRAND BOARD
PSI POUNDS PER SQUARE INCH
PSF POUNDS PER SQUARE FOOT
RS-12 12" DEEP SHELF WITH ROD
SQFT SQUARE FEET
STBK SET BACK
TYP TYPICAL
W/WITH
SYMBOL LEGEND
No. Description Date
A-302 BUILDING SECTION
CODE SUMMARY
CODE 2012 IRC
SQUARE FOOTAGE:
FINISHED HOUSE MAIN FLOOR 2645 SF
UPPER FLOOR 1030 SF
TOTAL=3675 SF
UNFINISHED GARAGE 525 SF
FLOOR LOAD -DEAD LOAD 20 PSF
LIVE LOAD 30 PSF
GROUND SNOW LOAD 35 PSF
ROOF DEAD LOAD 20 PSF
WOOD DOUGLAS FIR #2 OR BETTER
LAMINATED VENEER LUMBER 1.8 E 2600 FB 2600 PSI
CONCREETE-FOUNDATION WALLS & FOOTINGS 3000 PSI
EXTERIOR FLATWORK 4000 PSI
WIND SPEED 90 MPH
SEISMIC ZONE D1
SOIL BEARING (ASSUMED)*1500 PSF
WEATHERING SEVERE
FROSTLINE DEPTH 36"
TERMITE LIGHT-TO-MODERATE
DECAY NONE TO SLIGHT
WINTER DESIGN TEMPERATURE 0 TO NEG. 10
FLOOD HAZARDS NONE
VERIFY ALL DIMENSIONS ON SITE
2019
OWNER-
BUILD
Scale
Project number
Date
PR
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1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
1/4" = 1'-0"
G-102
GENERAL NOTES
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Drawn by Shawn Jensen
GENERAL AND STRUCTURAL NOTES
1. CONSTRUCTION NOT SPECIFICALLY INDICATED ON THE PLANS
SHALL BE IN ACCORDANCE WITH THE MINIMUM REQUIREDMENTS
AS SET FORTH IN THE LATEST EDITION OF THE INTERNATIONAL
RESIDENTIAL CODE. MOST RECENT REVISIONS AND UPDATES,
OR CITY CODE AS REQUIRED.
2. THE MOST STRINGENT REQUIREMENTS ARE TO BE APPLIED IN
THE EVENT ANY CONFLICTING ITEMS ON THE DRAWINGS,
GENERAL NOTES OR SPECIFICATIONS SHOULD OCCUR.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE
STARTING WORK AND NOTIFY OF ANY DISCREPANCIES FOUND.
4. INSTALL ROOF MOUNTED VENTS AND CONTINUOUS SOFFIT
VENTS FOR ATTIC VENTILATION. PROVIDE 1 VENT PER EVERY 150
SF OF VENTILATION FOR ATTIC AREA.
GENERAL
1. PLACE FOOTINGS ON UNDISTURBED NATURAL SOIL OR
ENGINEERED FILL COMPACTED TO 95% OF THE MODIFIED
PROCTOR (ASTM 1557-78) ALL BEAR 36" MINIMUM BELOW
EXTERIOR GRADE.
2. ALL BACKFILL UNDER AND WITHIN 5'-0" OF ALL BUILDINGS SHALL
BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY,
BACKFILL DIRECTLY UNDER FOOTINGS AND WITHIN 2'-0" EACH
SIDE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM
DENSITY AS MEASURED BY ASTM D 1557 (MODIFIED PROCTOR).
FOUNDATIONS
1. COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL BE EQUAL
TO AT LEAST 3000 LBS PER SQUARE INCH WITHIN 28 DAYS AFTER
POURING FOOTINGS, STEM AND FOUNDATION WALLS AND
INTERIOR SLABS ON GRADE. EXTERIOR FLATWORK SHALL BE
4000 PSI WITH 6% AIR ENTRAINMENT.
2. SUBMIT CONCRETE MIX DESIGNS TO OWNER FOR APPROVAL
PRIOR TO ANY POURS WHERE REQUIRED. MINIMUM CONCRETE
MIX 1;3;4.
3. CEMENT SHALL BE GRAY PORTLAND TYPE 11, LOW ALKALINE,
SLUMP SHALL BE 3" TO 4" MAXIMUM FOR STEM WALLS AND
FOOTINGS, 4" TO 5" MAXIMUM FOR WALLS AND SLABS ON GRADE.
4. FLY ASH CONTENT SHALL NOT EXCEED 15% IN ANY MIX DESIGN.
5. ALL CONCRETE WORK SHALL COMPLY WITH "A.C.I. STANDARD
SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS".
(A.C.I. 301-72; MOST RECENT REVISION).
6. MINIMUM SLAB ON GRADE: THICKNESS SHALL BE 4".
CONCRETE
1. ALL REINFORCING BARS ARE TO BE FREE OF RUST AND TIED IN
PLACE PRIOR TO CONCRETE PLACEMENT.
2. ALL METAL REINFORCING BARS TO BE #4'S (UNLESS OTHER WISE
NOTED) AND TO CONFROM TO THE REQUIREMENTS OF THE
"STANDARD SPECIFICATIONS ASTM 615 GRADE 40 (fu=40 ksi)
(GRADE 60 FOR WALLS).
3. ALL SPLICES IN CONTINUOUS REINFORCING BARS ARE TO BE
LAPPED A MINIMUM OF 40 BAR DIAMETERS.
4. ALL REINFORCEMENT BARS TO BE ANCHORED AND SPACED
FROM THE FORMS AS FOLLOWS: 1 1/2" IN COLUMNS, 3/4" IN
PROTECTED WALLS, AND 3" ABOVE BOTTOM OF FOOTINGS.
REINFORCING
1. ENGINEERING DRAWINGS AND CALCULATIONS TO BE PROVIDED
BY TRUSSED RAFTER FABRICATOR IN ACCORDANCE WITH LOCAL
REQUIREMENTS.
2. INSTALLATION AND BRACING AS PER MANUFACTURES
REQUIREMENTS.
3. PROVIDE 1/2" MINIMUM CLEARANCE BETWEEN TOP PLATE OF
INTERIOR PARTITIONS AND BOTTOM CORD OF TRUSSED
RAFTERS.
4. INSTALL ROOF TRUSSES PER THE RECOMMENDED CODE OF
STANDARD PRACTICE FOR THE METAL PLATE CONNECTED
WOOD TRUSS INDUSTRY.
5. TRUSS MANUFACTURER SHALL PROVIDE INSTALLATION DETAILS
FOR ALL TRUSSES. SHOWING TEMPORARY AND PERMANENT
BRACING AND BRIDGING LOCATIONS.
6. PROVIDE SOLID BLOCKING BETWEEN TRUSSES AT BEARING
WITH "SIMPSON H1" METAL HURRICANE CLIPS AT BOTH ENDS OF
EACH TRUSSED RAFTER OR JOIST.
7. PROVIDE 2X4 SUPPORT AT 2X6 OVERBUILD FRAMING THAT
EXCEED 9'-9" SPAN.
ENGINEERED TRUSSED RAFTERS
1. DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS.
2. SOLID BLOCK AT ALL BEARING WALLS. OVERLAP FLOOR JOISTS
3" AT BEARING WALLS.
3. CROSS BRIDGING OR BRACING SHALL BE PROVIDED AT ALL
FLOOR AND ROOF JOISTS LOCATIONS WHERE THE SPAN
EXCEEDS 8'-0" CLEAR, SPAN LOCATIONS THAT EXCEED 16'-O"
CLEAR SHALL RECEIVE BRIDGING AT THIRD POINTS.
4. BEARING WALLS TO HAVE DOUBLE TOP PLATES LAPPED 4'-0"
WITH AT LEAST (6) 16d NAILS AT 12" O.C. MAXIMUM EACH SIDE OF
LAP.
5. LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE
TREATED WITH 5/8" DIA X 10" ANCHOR BOLTS AT 32" O.C.,
MAXIMUM 12" FROM ENDS, IMBEDDED 7" MINIMUM (IRC R403.1.6).
6. ALL BUILT UP BEAMS AND TYPICAL HEADERS TO BE NAILED
TOGETHER WITH 16d NAILS AT 16" O.C. AT TOP AND BOTTOM
STAGGERED WITH (3) 16d NAILS AT EACH END, CONSTRUCTION
ADHESIVE BETWEEN MEMBERS, AND 1/2" O.S.B. PLY BETWEEN
HEADERS.
7. CROWN ALL FRAMING MEMBERS, JOISTS AND RAFTERS CROWN
UP, WALL STUDS CROWN SAME SIDE EACH WALL SECTION.
8. LUMBER SHALL COMFORM TO AND BE GRADED BY THE LATEST
EDITION OF THE WWPA. EACH PIECE OF LUMBER SHALL BEAR
OFFICIAL GRADE STAMP AND TRADEMARK.
9. WOOD COLUMNS AND TIMBERS SHALL BE "CONSTRUCTION
GRADE" DOUGLAS FIR LARCH, "FREE OF HEART CENTER" IN ALL
EXPOSED LOCATIONS, ALL EDGES ARE TO BE LIGHTLY EASED.
10. FRAMING ANCHORS SHALL BE "SIMPSON STONG TIE", "TECO" OR
"SILVER METAL PRODUCTS, INC." PROVIDE SIMPSON
CONNECTORS IN ROUGH SAWN SIZES AT ALL LOCATIONS
CALLED FOR IN DRAWINGS AND CALCULATIONS.
11. FOUNDATION TIE-DOWNS TIED TO SHEAR WALLS WITH (HDI)
"SIMPSON" HPAHD42 & (HD2) "SIMPSON" HPA51 WITH 16d NAILS
INTO CORNER STUDS INSTALLED AT DESIGNATED END(S) OF
SHEAR WALLS TO SECURE WALL TO CONCRETE AT LOCATIONS
INDICATED ON DRAWINGS. INSTALLED & NAILED PER MFR.
RECOMMENDATIONS.
STRUCTURAL FRAMING
1. ALL SHEATHING SHALL BE INSTALLED WITH STAGGERED JOINTS
AND FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS WIT H
A TWO SPAN MINIMUM.
2. ROOF AS FOLLOWS: 7/16" OSB WITH "SIMPSON STRONG TIE"
SHEATHING CLIPS SHALL BE INSTALLED AT MIDSPAN AT ALL
LOCATIONS WHERE ROOF MEMBERS OR TRUSSES EXCEED 24"
O.C. FASTEN PLYWOOD WITH 10d COMMONS AT 6" O.C. AT
EDGES. FASTEN FIELD OF PANELS WITH 8d 12" O.C.
3. FLOORS AS FOLLOWS: 3/4" OSB TOUNGUE & GROOVE INTERIOR
WITH EXTERIOR GLUE. FASTEN WITH 10d RING SHANK NAILS AT
6" O.C. AT EDGES AND BOUNDRY, 10" IN FIELD ALLOW MINIMUM
1/2" GAP AT WALLS FOR EXPANSION.
4. METAL HURRICANE TIES (SIMPSON H1) AT EACH TRUSSED
RAFTER AND (SIMPSON H2.5) AT EACH RAFTER.
SHEATHING AND DIAPHRAGMS
1. ALL GLUE LAMINATED BEAMS DESIGNED AS FOLLOWS:
A. BENDING STRESS FOR ROOF: Fb-2400 X DURATION FACTOR x
SIZE EFFECT FACTOR.
B. FLOOR: Fb=2400 x SIZE EFFECT FACTOR REDUCTION.
C. SHEAR STRESS FOR ROOF: H=165 x DURATION FACTOR.
FLOOR: H=165 PSI.
D. DEFLECTION LIMIT USED FOR ROOF: L/240 LIVE LOAD ONLY.
FLOOR: L/360 LIVE LOAD ONLY.
E. CAMBER CONSIDERATIONS FOR ROOF: MIN 1.5 TIMES DL.
FLOOR: DEAD LOAD DEFLECTION ONLY.
STRUCTURAL BEAMS AND TIMBERS
No. Description Date
Ra
n
g
e
4x12
4x12
4x10
4x12
4x10
4x10
UNDER
VANITY
4x12
4x10
4x10
4x12
4x12
4x12
4x10
4x10
4x10
1. ALL DUCTS IN UNCONDITIONED SPACES TO BE INSULATED MIN. R-6.
2. ALL JOINTS AND SEAMS OF AIR DUCTS, AIR HANDLERS, AND FILTER BOXES ARE
SEALED.
3. BUILDING CAVITIES WILL NOT BE USED AS DUCTS OR PLENUMS.
4. LESS THAN 2% OF DESIGN AIR FLOW LEAKAGE FOR AIR HANDLER.
5. PROGRAMABLE THERMOSTATS INSTALLED TO CONTROL FORCED AIR FURNACE.
6. MANUFACTURER MANUALS FOR MECHANICAL AND WATER HEATING SYSTEMS WILL
BE PROVIDED.
7. HEATING AND COOLING EQUIPMENT IS SIZED PER ACCA MANUAL S BASED ON LOADS
CALCULATED PER ACCA MANUAL J OR OTHER METHODS APPROVED BY CODE
OFFICIAL.
8. PROTECTION OF INSULATION ON HVAC PIPING IS REQUIRED.
9. HOT WATER PIPES ARE INSULATED TO >= R-3
HOSE BIB
HOSE BIB
HOSE BIB
4x10
UNDER
SINK
CABINET
LOCATION OF
CONDENSER
UNIT
MECHANICAL
CLOSET
ALL DUCTS IN FLOOR
JOIST SYSTEM OF 1ST
FLOOR; EXCLUDING UNDER
CABINET VENTS.
4x10
4x10
4x10
4x10 4x10
PROPOSED RETURN AIR GRILL/VENT ON CEILING
4x12 FOR REGISTER IN
CEILING OF 1ST FLOOR;
VENT TO SUPPLY AIR TO
1ST FLOOR KITCHEN AREA.
4x12 FOR REGISTER IN
CEILING OF 1ST FLOOR;
VENT TO SUPPLY AIR TO
1ST FLOOR KITCHEN AREA.
ALL DUCT WORK IN
SECOND FLOOR
JOIST SYSTEM
1. PROVIDE AIR CONDITIONING CONDENSOR UNIT
OUTSIDE ON GROUND. SEE PLAN FOR LOCATION
2. AIR CONDITIONING IS TO BE INSTALLED BY
CONTRACTOR IN KEEPING WITH THE BEST
PRACTICES OF THE UMC.
3. PROVIDE 4" DRYER VENTING AND ELBOWS AS
REQUIRED.
4. PROVIDE EXHAUST FAN IN ALL BATHROOMS AND
ABOVE THE RANGE.
5. OWNER TO PROVIDE 6000CLX GAS FIREPLACE. GAS
FIREPLACE FLUE SHALLBE TYPE B. PROVIDE
MINIMUM 1" CLEARANCE BETWEEN CLASS B VENT
AND COMBUSTABLE MATERIALS.
6. MINIMUM R-6 INSULATION REQUIRED FOR HEATING
AND COOLING DUCTS.
7. MECHANICAL CONTRACTOR TO PROVIDE:
A. OUTSIDE COMBUSTION AIR DUCTS.
B. FURNANCE MAKE, MODEL, BTU, & EFFICIENCY TO
BE 90% ENERGY EFFICIENT GAS FURNANCE.
C. PROVIDE LOCATION OF DUCTS. OWNER TO
SUGGEST LOCATIONS OF REGISTERS AND GRILL.
D. HEAT DUCTS AND RETURN AIR LOCATIONS ARE
SCHEMATIC IN PLAN ONLY.
8. AUTOMATIC OR GRAVITY DAMPERS INSTALLED ON
ALL OUTDOOR AIR INTAKES AND EXHAUSTS.
9. BLOWER DOOR TEST @ 50 Pa. <=3.
10. CONDITIONED CRAWLSPACE TO HAVE ONE VENT
AND ONE RETURN REGISTER.
MECHANICAL NOTES
2019
OWNER-
BUILD
Scale
Project number
Date
PR
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J
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1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
As indicated
M-101
MECHANICAL PLAN
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Author
No. Description Date
MECHANICAL PLAN
3/16" = 1'-0" SCALE
1ST FLOOR REGISTERS/GRILLS IN
CEILING WITH MECHANICAL DUCTS
LOCATED IN FLOOR SYSTEM
NOTES:
18' - 0"15' - 0"10' - 0"
70' - 0"
6'
-
0
"
36
'
-
0
"
6'
-
0
"
48
'
-
0
"
10' - 0"15' - 0"
6'
-
0
"
15' - 0"12' - 0"
4'
-
0
"
56
'
-
0
"
8" Fnd. Wall
(Typ.)
9'
-
6
3
/
4
"
45' - 6"
25
'
-
0
"
6'
-
0
"
9' - 0"11' - 6"
33' - 5 1/2"
1
4
2
2
2
SLOPED
CONCRETE
FLOOR @ 1/4"
PER FOOT OF
FLOOR
5
66
7
NOTCH FND. FOR
OPENING
NOTCH FND. FOR
OPENING
7
888
9
8
8
88
8
88
10
'
-
0
1
/
4
"
15
'
-
7
3
/
4
"
16
'
-
0
1
/
4
"
12' - 6 3/4"
25
'
-
8
"
16
'
-
1
0
3
/
4
"
10
'
-
1
0
3
/
4
"
23' - 2 3/4"
24' - 10 3/4"
886'
-
0
"
36
'
-
0
"
4' - 2"16' - 2"4' - 2"
24' - 6"12' - 0"
8'
-
0
"
1' - 4 1/2"
9' - 2"
1' - 5 1/2"
7 7
S-24
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
F-18
3
3
3
3
3
W -8
W -8
W -8
W -8
W -8
W -8
W -8
W -8
W -8
W -8 W -8
W -8
W -6
W -6 W -6
W -6
6
NOTCH FND. FOR
OPENING
KEYNOTES
1. 4" CONCRETE SLAB ON 4" GRAVEL BASE.
2.18" X 9" CONTINUOUS FOOTING, PLACED BELOW FROST
LINE WITH (2) #4 HORIZONTAL BAR
3. 2" X 6" X 4' PONY WALL ON CONTINUOUS FOOTING
4.4" CONCRETE LANDING & STEPS WITH #4 BAR @ 16" O.C.
INBED IN CONCRETE.
5.4" CONCRETE ON 4" GRAVEL PAD FOR AC CONDENSOR
UNIT.
6.8" SONOTUBE FOUNDATION ON 6" COMPACTED GRAVEL
SET BELOW FROST LINE.
7.HOLD DOWN (HD1): SIMPSON STRONG TIE HTT5 -
INSTALLED & NAILED AS PER MANUFACTURERS
RECOMMENDATIONS.
8.HOLD DOWN (HD2): SIMPSON STRONG TIE METAL STRAP
MST48 -INSTALLED & NAILED AS PER MANUFACTURERS
RECOMMENDATIONS.
9. CONDITIONED CRAWLSPACE: 6 MIL PLASTIC, RIGID
INSULLATION ON INTERIOR OF ALL CONCRETE WALLS,
BATT INSULLATION NEXT TO RIM BOARDS.
VERTICAL #4 BAR
HORIZONTAL #4 BAR
8" X 4'
FOUNDATION WALL
9" X 18" FOUNDATION
W/ (2) HORZ #4 BAR
RIM BOARD
7/16" OSB SHEATHING
VERT. BOARD AND
BATTEN SIDING
J-BOLTS
2x SILL PLATE
RIGID INSULATION
FOUNDATION WALL DETAIL (TYP.)
CONCRETE SCHEDULE
T-FOOTINGS (F) AND SPOT FOOTINGS (S)
TYPE WIDTH LENGTH THICK REINFORCEMENT VERTCAL DOWELS
F-16 16"CONT.8"2: #4 BARS CONT.#4 BARS @ 32" O.C.
F-18 18"CONT.9"2: #4 BARS CONT.#4 BARS @ 32" O.C.
S-24 24" 24"10"2: #4 BARS EACH WAY POST BASE PLATE
FOUNDATION WALLS (W)
TYPE WIDTH LENGTH HEIGHT HORIZONTAL REINF VERTICAL REINF ANCHOR BOLTS
W -6 6"CONT.4'#4 BARS @ 24" O.C.#4 BARS @ 32" O.C.1/2" x 10" @ 36" O.C.
W -8 8"CONT.4'#4 BARS @ 24" O.C.#4 BARS @ 32" O.C.1/2" x 10" @ 36" O.C.
NOTES:
1. REBAR TO BE PLACED IN TH ECENTER OF THE WALL AND EXTEND FROM THE FOOTINGS TO WITHIN 3" OF THE TOP OF THE WALL.
2. #4 FOOTING DOWELS SHLL EXTEND 24" INTO THE FOUNDATION AND MATCH VERTICAL STEEL.
3. ONE BAR SHALL BE LOCATED IN THE TOP 3" AND ONE BAR IN TH BOTTOM 3" OF THE FOUNDATION WALL. (OTHERS SPACED EQUALLY)
4. BARS SHALL BE PLACED WITHIN 2" OF THE OPENING AND EXTEND 24" BEYOND THE EDGE OF THE OPENING.
5. ANCHOR BOLTS SHALL BE 1/2" DIA x 10" EMBEDDED INTO FOUNDATION WALL @ 36" O.C. (MIN. 2 PER WALL)
2019
OWNER-
BUILD
Scale
Project number
Date
PR
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A
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R
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N
C
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F
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SH
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J
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1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
As indicated
S-101
FOUNDATION PLAN
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Author
No. Description Date
FOUNDATION PLAN
1/4" = 1'-0" SCALE
25
'
-
8
7
/
8
"
TJI 11 7/8" 210 @16" O.C.
TJI 11 7/8" 210
@16" O.C.(12) J-1 (4) J-2 (8) J-4(2) J-3 (11) J-5 (8) J-6
(10) J-7 (7) J-8 (11) J-9 (8) J-10
(19)
J-11
DO
U
B
L
E
J
O
I
S
T
DO
U
B
L
E
J
O
I
S
T
LATERAL BLOCKING
AT 32" O.C.
LATERAL BLOCKING
AT 32" O.C.
LATERAL BLOCKING
AT 32" O.C.
LATERAL BLOCKING
AT 32" O.C.
LATERAL BLOCKING
AT 32" O.C.
LATERAL BLOCKING
AT 32" O.C.
BLOCKING BLOCKING
FB-1 FB-2
FB-3
FB-4
CRAWLSPACE
ACCESS
STAR T LAYOUT
HERE
STAR T LAYOUT
HERE
2'
-
8
"
1ST FLOOR BEAM SCHEDULE
BEAM QTY BEAM TYPE REMARKS
FB-2
FB-3
1
1
1
LUMBER ORDER TO USE
FB-1 (1) 1 3/4" x 11 7/8" x 31' 4 3/8" LSL
ALL BEAMS FLUSH WITH
TOP OF TJI'S
(1) 1 3/4" x 11 7/8" x 24' 11 1/8" LSL
(1) 1 3/4" x 11 7/8" x 47' 6 7/8" LSL
FB-4 1 (1) 1 3/4" x 11 7/8" x 12' 6 1/4" LSL (1) 1 3/4" x 11 7/8" x 14' LSL
(2) 1 3/4" x 11 7/8" x 24' LSL
(1) 1 3/4" x 11 7/8" x 26' LSL
(2) 1 3/4" x 11 7/8" x 16' LSL
JOIST SCHEDULE
JOIST QTY LENGTH REMARKS
J-2
J-3
J-4
J-5
J-6
J-7
J-8
J-9
J-10
12
4
2
8
11
8
10
7
11
8
LUMBER ORDER TO USE
J-1
J-11 19
31' 6 1/4"
25' 2 1/4"
21' 6"
25' 2 1/4"
31' 2 1/4"
25' 2 1/4"
16' 6 1/4"
12' 6 1/4"
16' 6 1/4"
10' 6 1/4"
12' 2 1/4"
(12) 32'-0"
(4) 26'-0"
(2) 22'-0"
(8) 26'-0"
(11) 32'-0"
(8) 26'-0"
(10) 20'-0"
(4) 26'-0"
(11) 20'-0"
(4) 22'-0"
(8) 26'-0"
USE LEFT OVER JOIST FOR
BLOCKING AND LATERAL BLOCKING
2019
OWNER-
BUILD
Scale
Project number
Date
PR
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A
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R
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S
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D
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N
C
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F
O
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SH
A
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J
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N
S
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1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
1/4" = 1'-0"
S-102
1ST FLR FRAMING
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Author
No. Description Date
MAIN FLOOR FRAMING PLAN
1/4" = 1'-0" SCALE
OPEN TO
BELOW
(5) 2J-1
(12) 2J-2
(7) 2J-3
(8) 2J-4 (10) 2J-5
(2) 2J-6
(5) 2J-7
2FB-1
2FB-2
2FB-3
2FB-42FB-4
2FB-4
2FB-4
2FB-4
2FB-4
2FB-5
2FB-6
2FB-32FB-72FB-8
2FB-9
STAR T LAYOUT
HERE
STAR T LAYOUT
HERE
JOIST SCHEDULE
JOIST QTY LENGTH REMARKS
2J-2
2J-3
2J-4
2J-5
2J-6
2J-7
5
12
7
8
10
2
5
LUMBER ORDER TO USE
2J-1 14' 11"
14' 7 1/4"
16' 2"
16' 4"
16' 7"
12' 7"
16' 10 1/4"
(5) 20'-0"
(6) 30'-0"
(7) 20'-0"
(8) 20'-0"
(20) 20'-0"
(1) 26'-0"
(5) 20'-0"
USE LEFT OVER JOIST FOR
BLOCKING AND LATERAL BLOCKING
2ND FLOOR BEAM SCHEDULE
BEAM QTY BEAM TYPE REMARKS
2FB-2
1
1
LUMBER ORDER TO USE
2FB-1 (2) 1 3/4" x 11 7/8" x 16' 8" LVL BEAMS FLUSH WITH TOP
OF TJI'S(1) 1 3/4" x 11 7/8" x 27' 5" LSL (1) 1 3/4" x 11 7/8" x 28' LSL
(2) 1 3/4" x 11 7/8" x 18' LVL
2FB-3
2FB-4
2FB-5
2FB-6
2 (2) 1 1/2" x 9 1/2" x 8' 6" D.L.(1) 2" x 10" x 18'
6
1
1
WINDOW HEADER
(1) 5 1/2" x 18" x 23' 2" LVL
(2) 1 1/2" x 9 1/2" x 3' 3" D.L.(3) 2" x 10" x 14' DOOR/WINDOW HEADER
(2) 1 1/2" x 9 1/2" x 5' 8" D.L.(1) 2" x 10" x 12' WINDOW HEADER
(2) 1 1/2" x 9 1/2" x 6' 8" D.L.(1) 2" x 10" x 14' DOOR HEADER
2FB-7 1 (1) 5 1/2" x 18" x 23' 2" GIRDER BEAM
(2) 1 3/4" x 11 7/8" x 9 10 1/2" LVL2FB-8 1 (1) 1 3/4" x 11 7/8" x 20' LVL GARAGE HEADER
2FB-9 1 GARAGE HEADER(2) 1 3/4" x 11 7/8" x 18 10 1/2" LVL (2) 1 3/4" x 11 7/8" x 20' LVL
2019
OWNER-
BUILD
Scale
Project number
Date
PR
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A
R
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R
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S
I
D
E
N
C
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F
O
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SH
A
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N
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I
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A
R
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J
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1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
1/4" = 1'-0"
S-103
2ND FLR FRAMING
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Author
No. Description Date
2ND FLOOR FRAMING PLAN
1/4" = 1'-0" SCALE
P.E. TRUSSES TO INCLUDE FLOOR
STRUCTURE FOR FUTURE STORAGE
ROOM.
SLOPE 7:12
SLOPE 7:12
SLOPE 7:12
SLOPE 7:12
SLOPE 7:12
SLOPE 7:12
SLOPE 7:12
SLOPE 7:12
SL
O
P
E
7
:
1
2
SL
O
P
E
7
:
1
2
SL
O
P
E
7
:
1
2
SL
O
P
E
3
:
1
2
ST
I
C
K
F
R
A
M
E
D
SLOPE 7:12
SLOPE 7:12
SL
O
P
E
7
:
1
2
SL
O
P
E
7
:
1
2
SL
O
P
E
7
:
1
2
PRE-ENGINEERED
TRUSSES AT 24" O.C.
RIDGE RIDGE
RIDGE
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
E
RI
D
G
EVALLEYVALLEYVALLEY V ALLEY V ALLEY
V
A
L
L
E
Y
V ALLEY V ALLEY
ROOF BEAM SCHEDULE
BEAM QTY BEAM TYPE REMARKS
RB-2
3
3
LUMBER ORDER TO USE
RB-1
(2) 1 3/4" x 11 7/8" x 11' 8" LSL (3) 1 3/4" x 11 7/8" x 24' LSL
RB-3 3 (2) 1 1/2" x 9 1/2" x 4' 6" D.L.(3) 2" x 10" x 10'
2
WINDOW HEADER
(2) 1 1/2" x 9 1/4" x 2' 3" D.L.(1) 2" x 10" x 10' WINDOW HEADER
(2) 1 1/2" x 9 1/2" x 8' 6" D.L.(4) 2" x 10" x 18' WINDOW HEADER
WINDOW HEADER
RB-4
RB-5 (2) 1 1/2" x 9 1/4" x 4' 8" D.L.(1) 2" x 10" x 10' WINDOW HEADER2
RB-6 DECK HEADER1(1) 1 3/4" x 11 7/8" x 12' 6" LVL (1) 1 3/4" x 11 7/8" x 14' LVL
*BEAM SIZES APPROVED BY SNAKE RIVER
ENGINEERING. -RAY MCDOUGAL, P.E.
22" x 30" x 30"
SPACE BETWEEN
TRUSSES
R-50 INSULATION
AROUND BOX
2x4'S AT EVERY CORNER
7/16" SHEATHING
2x4 WRAP AROUND
TOP
ATTIC ACCESS DETAIL
SCALE: NONE
2019
OWNER-
BUILD
Scale
Project number
Date
PR
I
M
A
R
Y
R
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S
I
D
E
N
C
E
F
O
R
SH
A
W
N
&
H
I
L
A
R
Y
J
E
N
S
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1 CONCEPTUAL DESIGN 1/18
2 SCHEMATIC DESIGN 10/18
3 DESIGN DEVELOPMENT 1/19
4 CONSTRUCTION DOC.3/19
As indicated
S-104
ROOF FRAMING
001
576 East 5th South
Rexburg, Idaho
Shawn & Hilary
Jensen
February 28, 2019
Author
No. Description Date
ROOF FRAMING PLAN
1/4" = 1'-0" SCALE
ATTIC ACCESS
RB-1 RB-1
RB-1
RB-3RB-2
RB-4
RB-4
RB-5
RB-5RB-3
RB-6 RB-3