HomeMy WebLinkAboutPLANS - 19-00236 - 1138 Franklin Dr - New SFRJMerrillDrafting@outlook.com
208-932-3774
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Justin Merrill
Anthony Merrill
Sheet List
Sheet Name Sheet Number
Cover A0
Basement Plan A1
First Floor Plan A2
Elevations A3
Elevations A4
Wall Sections A5
Roof Plan A6
Schedules Notes A7
Foundation Plan S0
First Floor Framing Plan S1
Livning Space
Level Area
First Floor 2096 SF
Basement 1758 SF
Garage 790 SF
Grand total 4644 SF
MR & MRS Gifford
1138 Franklin Drive Rexburg
UP
WHWH
A3
A3
A41
A4
2
1
2
LT WS FR
6'
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3'
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2'
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8
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3'
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4'
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14
'
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1'
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7
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5'
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10
'
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14' - 4"
3' - 7"3' - 7"
6'
-
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"
7'
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9
3
/
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"
10
'
-
0
"
14
'
-
0
"
187 SF
BED ROOM 3
147 SF
BED ROOM 2
151 SF
BED ROOM 1
622 SF
BAS. LIVING
ROOM
134 SF
STORAGE 1
53 SF
COLD STORAGE 2
79 SF
MECH.
85 SF
B.R 3 BATH
37 SF
B.R 3 CLOSET
L
N
N
N
45 SF
STORAGE 3
11
11
11
12
11
21
21
22
12
11
13
15
16
19
1'-6"x1'-6"
COLUMN
1'-6"x1'-6"
COLUMN
8' - 4"
3' - 7 1/2"2' - 10"2' - 9"
5' - 4"4' - 10"2' - 2"
10' - 4 3/4"10' - 4 1/4"
14
GIRDER
50' - 2"
15' - 2" 21' - 0" 14' - 0"
9' - 3"
CONCRETE PATIO
1
A5
2
A5
8X8 POST JMerrillDrafting@outlook.com
208-932-3774
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Basement Plan
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Anthony Merrill
1/4" = 1'-0"1 Basement
No. Description Date
DN
REF.
DW
DN
DN
D W
A3
A3
A41A4
2
1
2
61' - 0"
60
'
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56
'
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3'
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16
'
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4'
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11
'
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22
'
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36
'
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19
'
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10' - 10"15' - 2"21' - 0"14' - 0"1' - 0"
9' - 0"
6' - 0"2' - 4"3' - 3"
61' - 0"
4'
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6'
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6'
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3'
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6'
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1' - 6 1/2"
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8'
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3'
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5'
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1'
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1' - 1 1/2"5' - 6"1' - 1 1/2"
7'
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17
'
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4' - 9"2' - 9"13' - 1"4' - 11 1/2"
1'
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8
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4'
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12' - 6"1' - 3"2' - 5"
0'
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"
2' - 0"5' - 3"11' - 6"
2'
-
6
"
0'
-
6
"
20
'
-
6
"
8'
-
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"
25
'
-
6
"
239 SF
MASTER
149 SF
MASTER BATH
97 SF
MASTER CLOSET
116 SF
LAUNDRY
780 SF
GARAGE
449 SF
LIVING ROOM
152 SF
OFFICE
74 SF
FF HALL
197 SF
DINNING
252 SF
KITCHEN
156 SF
ENTRY
20
B
A
D
H
1
26
25
H
H
23
5
7
24
2
4
3
8
6
6
C
TRAYED CLG.
BE
A
M
VAULTED CLG.
11’CLG.
11
'
-
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"
3' - 3"
GR
I
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L
3' - 3"
8'
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CABINETS OR LOCKERS
WORK BENCH
7'
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FI
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CHASE
B12
FP18
20
'
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MA
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IJ J
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10
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TREX DECK
5
A5
1
A5
2
A5
3
A5
4
A5
21' - 6"12' - 0" 8' - 6" 15' - 0"4' - 0"
3' - 0" 9' - 0" 3' - 0"
4' - 6"4' - 6"
1' - 9"18' - 0"1' - 9"1' - 6"9' - 0"1' - 6"
4' - 0"6' - 10"7' - 7"7' - 7"7' - 0"7' - 0"
57' - 0"
CH
I
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A
H
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H
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B
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2'
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9
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208-932-3774
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First Floor Plan
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Justin Merrill
Anthony Merrill
1/4" = 1'-0"1 First Floor
Window Schedule
Type
Mark Count
Window Size
CommentsWidth Height
A 1 4' - 0" 5' - 0" FIX. TEMP. OG. ABOVE MASTER TUB
B 1 3' - 0" 5' - 0" LAUNDRY ROOM
C 1 3' - 0" 4' - 0" CASE.
D 1 4' - 0" 5' - 0" FIX TEMP. STAIRS
E 1 5' - 0" 2' - 6" FIX HALF ROUND ABOVE FRONT
ENTRY DOOR
F 1 4' - 0" 4' - 0" CASE.
G 1 1' - 6" 3' - 0" GABLE GAGAGE
H 3 7' - 0" 5' - 0" PIC. SIDE CASE. WINDOW
I 1 4' - 6" 1' - 0" FIX. TOP MID OFFICE
J 2 1' - 2" 1' - 0" FIX. TOP SIDES OFFICE
K 1 5' - 0" 5' - 0" CASE.
L 1 2' - 0" 3' - 0" SINGEL HUNG BASE NORTH BATH
M 1 4' - 0" 5' - 0" CASE. OG. MASTER BATH
N 3 5' - 0" 4' - 0" CASE.
Door Schedule
Door
Number Count Door Size
Finish
Comments
1 1 36" x 84" LH FRONT DOOR WITH SIDELITES
2 1 32" x 84" LH OFFICE DOOR
3 1 32" x 84" RH FRONT ENTRY COSET
4 1 30" x 84" LH PANTRY
5 1 36" x 84" EX LH DOOR IN GARAGE
6 2 32" x 84" LH PASSAGEWAY
7 1 32" x 84" RH PASSAGEWAY
8 1 60" x 84" CLOSET
9 1 36" x 84" MASTER DECK
10 1 Patio_Door_9' 36" DOOR WITH _ 30" SIDELITES TO DECK
11 5 32" x 80" RH BASMENT DOORS
12 2 32" x 80" LH BASMENT DOORS
13 1 60" x 80" COSET BED 1
14 1 28" x 80" POCKET DOOR _ BASMENT 1/2 BATH
15 1 48" x 80" COSET BED 2
16 1 Patio_Door_6' 36" DOOR WITH _ 12" SIDELITES UNDER
DECK
19 1 64" x 84" EX PATIO COSET UNDER DECK
20 1 28" x 84" LH MASTER BATH 1/4
21 2 30" x 80" RH BASMENT DOORS
22 1 30" x 80" LH BASMENT DOORS
23 1 36" x 80" EX LH DOOR TO GARAGE
24 1 30" x 84" RH MASTER COSET
25 1 18' GARAGE DOOR
26 1 9' GARAGE DOOR
No. Description Date
First Floor
0' -0"
T.O. Footing
-10' -6 1/4"
B.O. Footing
-11' -3 1/4"
Foundation
-1' -6 1/4"
T.O.W.
9' -0"
T.O. ROOF
22' -2 3/16"
13
'
-
2
3
/
1
6
"
9'
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"
1'
-
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1
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9'
-
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"
1' - 0"
1' - 0"1' - 0"
1' - 0"
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208-932-3774
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Elevations
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Justin Merrill
Anthony Merrill
1/4" = 1'-0"1 Back
1/4" = 1'-0"2 Front
No. Description Date
JMerrillDrafting@outlook.com
208-932-3774
Scale
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Elevations
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Anthony Merrill
1/4" = 1'-0"1 Right
1/4" = 1'-0"2 Left
No. Description Date
SOIL
STUCKO
2X6 PT SILL PLATE
OVER SILL SEAL
TYVEK HOUSE WRAP M.B.
OVER 7/16" OSB SHEETING
FOAM BACKER
CEDAR SHAKE OVER
SHAKE FELT
1X4 OVER 2X8"
STEEL WRAPPED FASCIA
J CHANNELL
STYLE D
5/8 OSB SHEETING
TRUSS @ 2' O.C.
STUCO TRIM
AROUND HOUSE
ALUMINUM SOFFIT
COMPACTED GRAVEL
R21 BLOW IN INSOLATION
1/2" GYPSUM BORD TYP
4" CONCRET SLAB
2X6 STUD ON 2X6 PLATES
FRAMED @ 16" O.C.
R 50 ATTIC INSOLATION
3/4" OSB OVER FLOOR
TRUSS @ 19.2 O.C.
1/2" GYPSUM BORD TYP
2X4 STUD ON 2X4 PLATES
FRAMED @ 16" O.C.
R13 INSOLATION
CULTURED STONE
PT 2X4
ASPHALT EMUSION
DAMP PROOFING
STONE SILL
BACKING @ 2' O.C
1/2"X10" ANCHOR BOLT
@ MAX 6' O.C.
SYNTHECTIC UNDERLAYMENT
ICE & WATER SHIELD
2' PAST WALL
5/8" TYPE X GYPSUM BORD TYP
5/8" TYPE X GYPSUM BORD TYP
SOIL
STUCKO
2X6 PT SILL PLATE
OVER SILL SEAL
TYVEK HOUSE WRAP M.B.
OVER 7/16" OSB SHEETING
FOAM BACKER
1X4 OVER 2X8"
STEEL WRAPPED FASCIA
J CHANNELL
STYLE D
5/8 OSB SHEETING
TRUSS @ 2' O.C.
STUCO TRIM
AROUND HOUSE
ALUMINUM SOFFIT
COMPACTED GRAVEL
R19 INSOLATION
1/2" GYPSUM BORD TYP
4" CONCRET SLAB
2X6 STUD ON 2X6 PLATES
FRAMED @ 16" O.C.
R 50 ATTIC INSOLATION
3/4" OSB OVER FLOOR
TRUSS @ 19.2 O.C.
1/2" GYPSUM BORD TYP
2X4 STUD ON 2X4 PLATES
FRAMED @ 16" O.C.
R21 BLOW IN INSOLATION
PT 2X4
ASPHALT EMUSION
DAMP PROOFING
STEM WALL
2X6 STUD ON 2X6 PLATES
FRAMED @ 16" O.C.
STUCO TRIM
AROUND HOUSE
BACKING @ 2' O.C
1/2"X10" ANCHOR BOLT
@ MAX 6' O.C.
9 1/2" MICROLAM
BOX HEADER
CEDAR SHAKE OVER
SHAKE FELT
SYNTHECTIC UNDERLAYMENT
5/8" TYPE X GYPSUM BORD TYP
ICE & WATER SHIELD
2' PAST WALL
5/8" TYPE X GYPSUM BORD TYP
SOIL
COMPACTED GRAVEL
STUCKO R19 BATT INSOLATION
1/2" GYPSUM BORD TYP
4" CONCRET SLAB
2X6 PT SILL PLATE
OVER SILL SEAL
TYVEK HOUSE WRAP M.B.
OVER 7/16" OSB SHEETING
FOAM BACKER
1X4 OVER 2X8"
STEEL WRAPPED FASCIA
J CHANNELL
STYLE D
5/8 OSB SHEETING
TRUSS @ 2' O.C.
2X6 STUD ON 2X6 PLATES
FRAMED @ 16" O.C.
5/8 TYPE X GYPSUM
STUCO TRIM
AROUND HOUSE
ALUMINUM SOFFIT
R 50 ATTIC INSOLATION
ASPHALT EMUSION
DAMP PROOFING
CEDAR SHAKE OVER
SHAKE FELT
SYNTHECTIC UNDERLAYMENT
ICE & WATER SHIELD
2' PAST WALL
SOIL
COMPACTED GRAVEL
R19 INSOLATION
1/2" GYPSUM BORD TYP
4" CONCRET SLAB
TYVEK HOUSE WRAP M.B.
OVER 7/16" OSB SHEETING
1X4 OVER 2X8"
STEEL WRAPPED FASCIA
J CHANNELL
5/8 OSB SHEETING
TRUSS @ 2' O.C.
2X6 STUD ON 2X6 PLATES
FRAMED @ 16" O.C.
5/8 TYPE X GYPSUM
STUCO TRIM
AROUND HOUSE
ALUMINUM SOFFIT
R 50 ATTIC INSOLATION
BOX
CULTURD STONE
FULL WALL INTO GABEL
2 PLY 11 7/8" BOX HEADER
GARAGE DOOR
CEDAR SHAKE OVER
SHAKE FELT
SYNTHECTIC UNDERLAYMENT
5'
-
1
1
/
8
"
0'
-
6
1
3
/
1
6
"
0' - 11"
10
'
-
2
1
/
4
"
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208-932-3774
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Wall Sections
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Anthony Merrill
1/2" = 1'-0"1 Section 1
1/2" = 1'-0"2 Section 2
1/2" = 1'-0"3 Section 3
1/2" = 1'-0"4 Section 4
No. Description Date
1/2" = 1'-0"5 Section 5
A3
A3
A41
A4
2
1
2
6
6
10 10
10
10
10
10
10
1010
10
10
INSTALL ATTIC VENTS PER IRC
CEDAR SHAKE OVER
SYNTHETIC UNDRLAYMENT
EXTERIOR WALL FRAMING TYP
12" OVERHANG
1' - 0"
COMMON WALL
JMerrillDrafting@outlook.com
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Roof Plan
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Justin Merrill
Anthony Merrill
1/4" = 1'-0"1 Roof Plan
No. Description Date
JMerrillDrafting@outlook.com
208-932-3774
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Schedules Notes
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Anthony Merrill
Door Schedule
Door
Number Count Door Size
Finish
Comments
1 1 36" x 84" LH FRONT DOOR WITH SIDELITES
2 1 32" x 84" LH OFFICE DOOR
3 1 32" x 84" RH FRONT ENTRY COSET
4 1 30" x 84" LH PANTRY
5 1 36" x 84" EX LH DOOR IN GARAGE
6 2 32" x 84" LH PASSAGEWAY
7 1 32" x 84" RH PASSAGEWAY
8 1 60" x 84" CLOSET
9 1 36" x 84" MASTER DECK
10 1 Patio_Door_9' 36" DOOR WITH _ 30" SIDELITES TO DECK
11 5 32" x 80" RH BASMENT DOORS
12 2 32" x 80" LH BASMENT DOORS
13 1 60" x 80" COSET BED 1
14 1 28" x 80" POCKET DOOR _ BASMENT 1/2 BATH
15 1 48" x 80" COSET BED 2
16 1 Patio_Door_6' 36" DOOR WITH _ 12" SIDELITES UNDER
DECK
19 1 64" x 84" EX PATIO COSET UNDER DECK
20 1 28" x 84" LH MASTER BATH 1/4
21 2 30" x 80" RH BASMENT DOORS
22 1 30" x 80" LH BASMENT DOORS
23 1 36" x 80" EX LH DOOR TO GARAGE
24 1 30" x 84" RH MASTER COSET
25 1 18' GARAGE DOOR
26 1 9' GARAGE DOOR
Window Schedule
Type
Mark Count
Window Size
CommentsWidth Height
A 1 4' - 0" 5' - 0" FIX. TEMP. OG. ABOVE MASTER TUB
B 1 3' - 0" 5' - 0" LAUNDRY ROOM
C 1 3' - 0" 4' - 0" CASE.
D 1 4' - 0" 5' - 0" FIX TEMP. STAIRS
E 1 5' - 0" 2' - 6" FIX HALF ROUND ABOVE FRONT
ENTRY DOOR
F 1 4' - 0" 4' - 0" CASE.
G 1 1' - 6" 3' - 0" GABLE GAGAGE
H 3 7' - 0" 5' - 0" PIC. SIDE CASE. WINDOW
I 1 4' - 6" 1' - 0" FIX. TOP MID OFFICE
J 2 1' - 2" 1' - 0" FIX. TOP SIDES OFFICE
K 1 5' - 0" 5' - 0" CASE.
L 1 2' - 0" 3' - 0" SINGEL HUNG BASE NORTH BATH
M 1 4' - 0" 5' - 0" CASE. OG. MASTER BATH
N 3 5' - 0" 4' - 0" CASE.
GENERAL FRAMING NOTES:
FIRST FLOOR FRAMING:
1. MANUFACTERED FLOOR TRUSSES
DESIGN PER MANUFACTURER
2. 2X6 EXTERIOR FRAMING
3. EXTERIOR WALLS INSOLATED WITH R-21MIN
4. EXTERIOR FINISHES AS NOTED
ROOF FRAMING:
1. MANUFACTERED TRUSSES
DESIGN PER MANUFACTURER
2. SIMPSON H1 TIES @ EA. TRUSS
3. PROVIDE ATTIC VENTILATION @ 1:150 OR LOCAL CODE
4. 5/8" OSB SHEETING 16GAGE STAPLES 4/12 SPACING
5. ICE/WATER BARRIER @ ALL EDEGS, EVES, GABLES, VALLEYS
6. SHAKE ROOF WITH SHAKE FELT OVER
SYNTHETIC UNDERLAYMENT
FOUNDATION NOTES:
1. 9'X8" FOUNDATION WALL W/#4 STEEL BAR
VERT AND HORIZ @ 2' O.C 1 BAR IN TOP 12"
2. TYP ANCHOR BOLTS 1/2" X10"X 7" MIN
EMBEDMENT @ 6' O.C ENTIRE PERIMETER WALLS
3. TYP ANCORBOLTS 1/2" X 8" EMBEDMENT
4. CONCRETE FOR FOOTINGS AND FONDATION WALLS
TO HAVE A 28 COMPRESSIVE STRENGTH OF 3000 PSI.
5. PRESSURE TREATED SILL PLATE AT ALL FONDATION WALLS
GENERAL NOTES:
1. ALL BUILDING REQUIREMENTS AND LOCAL CODE
REQUIREMENTS ARE TO BE OVERSEEN AND MET
BY THE GENERAL CONTRACTOR.
2. ALL NECESSARY ENGINEERING NEEDS TO BE DONE BY
THE MANUFACTURER OR A LICENSE ENGINEER.
3. ALL PLUMBING & HVAC TERMANATIONS TO BE PLACED
ON THE BACK OF HOUSE.
No. Description Date
25
'
-
7
1
/
2
"
28
'
-
6
"
6'
-
0
"
10' - 10" 15' - 2" 21' - 0" 14' - 0"
60
"
-
1
1
/
2
"
55
'
-
1
1
/
2
"
19
'
-
0
"
3'
-
4
"
5'
-
0
"
10
'
-
4
1
/
2
"
2'
-
0
"
15
'
-
5
"
12
'
-
5
1
/
2
"
10
'
-
6
"
12
'
-
1
1
"
8'
-
0
"
11
'
-
4
"
13' - 5"
9' - 6"
13
'
-
1
0
"
4"
C
O
N
C
R
E
T
S
L
A
B
1/
4
S
L
O
P
4"
C
O
N
C
R
E
T
E
S
L
A
B
F
L
O
O
R
4
1
/
2
"
C
O
N
C
R
E
T
E
1/
4
S
L
O
P
2
S0
3
S0
4
S0
5
S0
6
S0
7
S0
14
'
-
4
"
6'
-
1
1
"
13
'
-
6
1
/
2
"
15' - 6"
61' - 1 1/2"
21' - 9"11' - 10 1/2"8' - 5" 15' - 3"
1' - 9"18' - 3"
1' - 9"1' - 3"
9' - 3"1' - 4 1/2"
57' - 3" 3' - 10 1/2"
14
'
-
0
"
10
'
-
0
"
0'
-
9
"
9'
-
0
"
1' - 6"
ANCHOR BOLT 1/2" X 10" @MAX 6' O.C.
ENTIRE PERIMETER
#4 STEEL REINFORCMENT
@ 2' O.C
VERTICAL & HORIZONTAL
#4 STEEL BOTTOM 2/3
OR TO LOCAL CODE
STONELEDGE
0' - 8"
0'
-
9
"
4'
-
8
"
1' - 6"
ANCHOR BOLT 1/2" X 10" @MAX 6' O.C.
ENTIRE PERIMETER
#4 STEEL REINFORCMENT
@ 2' O.C
VERTICAL & HORIZONTAL
#4 STEEL BOTTOM 2/3
OR TO LOCAL CODE
0' - 8"
0'
-
9
"
2'
-
0
"
0'
-
4
"
0' - 8"
1' - 6"
#4 STEEL REINFORCMENT
@ 2' O.C
VERTICAL & HORIZONTAL
#4 STEEL BOTTOM 2/3
OR TO LOCAL CODE
4" CONCRETE SLAB
0'
-
9
"
4'
-
0
"
0' - 8"
1' - 6"
ANCHOR BOLT 1/2" X 10" @MAX 6' O.C.
ENTIRE PERIMETER
#4 STEEL REINFORCMENT
@ 2' O.C
VERTICAL & HORIZONTAL
#4 STEEL BOTTOM 2/3
OR TO LOCAL CODE
0'
-
9
"
4'
-
0
"
1' - 6"
0' - 8"
ANCHOR BOLT 1/2" X 10" @MAX 6' O.C.
ENTIRE PERIMETER
#4 STEEL REINFORCMENT
@ 2' O.C
VERTICAL & HORIZONTAL
#4 STEEL BOTTOM 2/3
OR TO LOCAL CODE
#4 STEEL BOTTOM 2/3
OR TO LOCAL CODE
0'
-
4
"
0'
-
1
0
"
1' - 6"
SPOT FOOTING
4" CONCRETE SLAB
JMerrillDrafting@outlook.com
208-932-3774
Scale
Project number
Date
Drawn by
Checked by
As indicated
2/
1
3
/
2
0
1
9
7
:
4
8
:
5
5
P
M
S0
Foundation Plan
2191
11
3
8
F
r
a
n
k
l
i
n
D
r
i
v
e
Re
x
b
u
r
g
,
I
D
8
3
4
4
O
NE
W
H
O
M
E
F
O
R
MR
&
M
R
S
G
i
f
f
o
r
d
2/8/2019
Justin Merrill
Anthony Merrill
1/4" = 1'-0"1 Foundation
1/2" = 1'-0"2 Section 6
1/2" = 1'-0"3 Section 7
1/2" = 1'-0"4 Section 8
1/2" = 1'-0"5 Section 9
1/2" = 1'-0"6 Section 10
1/2" = 1'-0"7 Section 11
No. Description Date
UP
GIRDER
BEARING WALLS
FLOOR TRUSSES @ 19.2 O.C.
JMerrillDrafting@outlook.com
208-932-3774
Scale
Project number
Date
Drawn by
Checked by
1/4" = 1'-0"
2/
1
3
/
2
0
1
9
7
:
4
8
:
5
5
P
M
S1
First Floor Framing
Plan
2191
11
3
8
F
r
a
n
k
l
i
n
D
r
i
v
e
Re
x
b
u
r
g
,
I
D
8
3
4
4
O
NE
W
H
O
M
E
F
O
R
MR
&
M
R
S
G
i
f
f
o
r
d
2/8/2019
Justin Merrill
Anthony Merrill
1/4" = 1'-0"1 First Floor Framing
No. Description Date