HomeMy WebLinkAboutAPPROVED PLANS - 21-00888 - 1182 Stone Dr - New SFRAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Description : RPR4FS20010240 - New SFR
Address :
Record Type : New Single Family Residence
Document Filename : Sosa-Architectural Building Plans (1).pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 21-00888
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
A.1 Stamp Larry Beesley : Building Open 1 Approved - Building Inspector
A.2 Stamp Larry Beesley : Building Open 2 Approved - Building Inspector
A.3 Free text Larry Beesley : Building Open 3 X
A.3 Free text Larry Beesley : Building Open 3 X
A.3 Free text Larry Beesley : Building Open 3 X
A.3 Free text Larry Beesley : Building Open 3 X
A.3 Free text Larry Beesley : Building Open 3 4200 LB HOLD DOWNS
A.3 Free text Larry Beesley : Building Open 3 4200 LB HOLD DOWNS
A.3 Stamp Larry Beesley : Building Open 3 Approved - Building Inspector
A.4 Free text Larry Beesley : Building Open 4 SD
A.4 Stamp Larry Beesley : Building Open 4 Approved - Building Inspector
A.5 Stamp Larry Beesley : Building Open 5 Approved - Building Inspector
A.6 Free text Larry Beesley : Building Open 6 Street Number
Displayed on House
New Single Family Residence
Approval of plans does not constitute approval of variance from code
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
A.6 Free text Larry Beesley : Building Open 6 Roof Ventilation as per R806
A.6 Free text Larry Beesley : Building Open 6 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
A.6 Stamp Larry Beesley : Building Open 6 Approved - Building Inspector
A.7 Free text Larry Beesley : Building Open 7 Ground Surface to Slope away from Foundation a minimum of
6" within first 10 ft.
A.7 Free text Larry Beesley : Building Open 7 Minimum Frost Depth Ground Surface to Bottom of Footing
36"
A.7 Stamp Larry Beesley : Building Open 7 Approved - Building Inspector
A.8 Free text Larry Beesley : Building Open 8 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
A.8 Stamp Larry Beesley : Building Open 8 Prescriptive Insulation
A.8 Free text Larry Beesley : Building Open 8 Ground Surface to Slope away from Foundation a minimum of
6" within first 10 ft.
A.8 Stamp Larry Beesley : Building Open 8 Approved - Building Inspector
A.9 Stamp Larry Beesley : Building Open 9 Approved - Building Inspector
A.10 Free text Larry Beesley : Building Open 10 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
A.10 Stamp Larry Beesley : Building Open 10 Approved - Building Inspector
A.11 Stamp Larry Beesley : Building Open 11 Approved - Building Inspector
A.2 Stamp Kyle Baldwin : P&Z Open 2 Approved - Planning and Zoning
Approval of plans does not constitute approval of variance from code
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DRAWN BY: F. J. S
ADDRESS: TBD STONE DR.
REXBURG, IDAHO
A.1
SHEET
CO
V
E
R
S
H
E
E
T
NEW RESIDENCE FOR:
MARLA AND MAURO SOSA
RIGBY, IDAHO
83442
CELL: 208-346-1988
SALINAS
DRAFTING AND DESIGN
PROJECT TYPE: SINGLE FAMILY RESIDENTIAL
STORIES: 1 PLUS BASEMENT
SQ FT CALCS:
MAIN: 1488 SQ FT
BASEMENT: 1378 SQ FT
COVERED PORCH: 84 SQ FT
GARAGE: 552 SQ FT
CITY OF REXBURG
DESIGN CRITERIA
SEISMIC DESIGN CATERGORY: D
GROUND SNOW LOAD: 50 PSF
WIND LOAD: 90 MPH, 3 SEC GUSTS
FROST DEPTH: 36 INCHES
PROJECT NOTES
A-1
A-2
A-3
A-4
A-5
A-6
A-7
A-8
A-9
A-10
A-11
SHEET INDEX
COVER SHEET
SITE PLAN
FOUNDATION PLAN
BASEMENT FLOOR PLAN
MAIN FLOOR PLAN
FRONT ELEVATION
ELEVATIONS
CROSS SECTION
FLOOR FRAMING PLAN
ROOF FRAMING PLAN
DETAILS
SHEET SIZE:
24"X36" ARCH D
DATE: NOVEMBER 6TH , 2021
LEGAL DESCRIPTION:
FOUNDER'S SQUARE PHASE 2
LOT 24 BLOCK 1
TABLE R402.1.2
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTS
CLIMATE
ZONE
WOOD FRAME
WALL R-VALUE
FENESTRATION
U-FACTOR
SKYLIGHT
U-FACTOR
CEILING
R-VALUE
FLOOR
R-VALUE
BASEMENT WALL
R-VALUE
SLAB R-VALUE &
DEPTH
CRAWLSPACE WALL
R-VALUE
6 22.30 .55 49 30 19 10,4 FT 15/19*
B.1. LOT 24
.20 ACRES
S
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D
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DRAWN BY: F. J. S
ADDRESS: TBD STONE DR.
REXBURG, IDAHO
A.2
SHEET
SI
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P
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A
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NEW RESIDENCE FOR:
RIGBY, IDAHO
83442
CELL: 208-346-1988
SALINAS
DRAFTING AND DESIGN
SHEET SIZE:
24"X36" ARCH D
LEGAL DESCRIPTION:
FOUNDER'S SQUARE PHASE 2
LOT 24 BLOCK 1
7
2
'
-
8
"
121'-
2
"
112'-
1
1
"
7
5
'
-
6
"
5
'
-
0
"
15'-0
"
LOT INFORMATION
PARCEL NUMBER: RPR4FS20010240
LEGAL DESCRIPTION: FOUNDER'S SQUARE
PHASE 2 LOT 24 BLOCK 1
ZONE: LOW DENSITY RESIDENTIAL
SETBACKS:
FRONT: 10' MIN - 22' MAX
SIDE: 5'
REAR: 15'
4
6
'
38'4"
23'4"
2
4
'
47'
4
8
'
6
"
20'-0
"
1
6
'
-
6
"
1
0
'
-
0
"
52'-9
"
5
'
-
0
"
SITE PLAN
SCALE: 1/8" = 1'-0"N
MARLA AND MAURO SOSA
5'
CO
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SID
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W
A
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K
2'6"
CUR
B
AND
GUTT
E
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DRIV
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W
A
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480 S
Q
F
T
DATE: NOVEMBER 6TH , 2021
6
'
-
0
"
8'-0"
CONC
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SIDE
W
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K
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48 SQ
F
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CONC
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LAND
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9 SQ
F
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A.3
SHEET
FO
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A
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NEW RESIDENCE FOR:
RIGBY, IDAHO
83442
CELL: 208-346-1988
SALINAS
DRAFTING AND DESIGN
4" CONCRETE SLAB
SLOPED TO A DRAIN OR TOWARD THE
MAIN VEHICLE ENTRY DOORWAY
FOUNDATION WALL DETAIL
1. THE BUILDING OFFICIAL SHALL DETERMINE WHETHER
TO REQUIRE A SOIL TEST TO DETERMINE THE SOIL'S
CHARACTERISTICS AT A PARTICULAR LOCATION.
2. ALL FOOTINGS SHALL BEAR ON NATURAL
UNDISTURBED SOIL.
3. FOOTINGS SHALL BE EXCAVATED TO A MINIMUM DEPTH
TO PROVIDE FROST PROTECTION. DEPTH SHALL BE
ESTABLISHED BY A.H.J
4. FINISH GRADE SHALL PROVIDE POSITIVE DRAINAGE
AWAY FROM ALL BUILDING FOUNDATIONS. A MINIMUM
SLOPE OF 2% SHALL BE MAINTAINED FOR THE FIRST 10'-0"
WITH 1% SLOPE THEREAFTER TO APPROVED DRAINAGE
AREA.
5. BACKFILL SHALL NOT BE PLACED AGAINST THE
FOUNDATION WALLS UNTIL THE WALL HAS SUFFICIENT
STRENGTH.
6. ANCHOR BOLTS SHALL BE PROVIDED AT A MAXIMUM
SPACING OF 4'-0" O.C. AN ANCHOR BOLT SHALL BE
PROVIDED WITHIN THE FIRST 12" OF EACH SILL PLATE
END. ANCHOR BOLTS SHALL EXTEND A MINIMUM OF 7"
INTO THE FOUNDATION STEM WALL. 2'X2"X3/16" FLAT
PLATE WASHER SHALL BE PROVIDED AT EACH ANCHOR
BOLT.
7. (1) #4 HORIZONTAL BAR IS REQUIRED IN THE TOP 12" OF
ALL FOUNDATION STEM WALLS.
FOUNDATION NOTES
2
1
#4 AT 16" O.C. VERTICAL. (1) #4
WITHIN FIRST 12" OF WALL.
#4 AT 1/3 POINTS HORIZONTAL
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
SHEET SIZE:
24"X36" ARCH D
46'-0"
12
'
-
2
"
28'-1"
11'-4"
30
'
-
5
"
38
'
-
4
"
4'
-
8
"
18'-2"
24'-0"
C
C
C C
BLOCK OUT FOUNDATION WALL FOR
18' GARAGE OVERHEAD DOOR
1'
-
0
"
8"
1'-4"
3"
9'
-
0
"
5/8" DIA. ANCHOR BOLT W/ 7" EMBED
LENGTH MIN. AT 4'-0" O.C. MAX, PROVIDE
3"X3" PLATE WASHER
PRESSURE TREATED SILL PLATE
4" CONC SLAB OVER 4"
COMPACTED GRAVEL
8" CONCRETE
FND WALL
16"X8" CONC FOOTING
(2) #4 BAR CONTINOUS
#4 AT 16" O.C. VERTICAL
(3) ROWS #4 HORIZONTAL
1
PRESSURE TREATED SILL PLATE
3
WALL TO INTERIOR FOOTING DETAIL
2
8"
1'-4"
1/2" SIMPSON TITEN HD
BOLTS EMBEDED 3" MIN AT
6'-0" MAX. O.C. SPACING
PRESSURE TREATED SILL PLATE
16"X8" CONC FOOTING
(2) #4 BAR CONTINOUS
3
8"
1'-4"
3"
4" CONC SLAB OVER 4"
COMPACTED GRAVEL
16"X8" CONC FOOTING
(2) #4 BAR CONTINOUS
#4 AT 24" O.C. VERTICAL
#4 AT 24" O.C. HORIZONTAL
5/8" DIA. ANCHOR BOLT
W/ 7" EMBED LENGTH MIN.
AT 4'-0" O.C. MAX, PROVIDE
3"X3" PLATE WASHER
GARAGE FOUNDATION WALL DETAIL
FOOTING SCHEDULE
MARK SIZE REINFORCEMENT
F1 1'-4" X 8" DP CONT.(2) #4 CONT.
F2 1'-4" X 8" DP CONT.(2) #4 CONT.
F1/W1
F1
/
W
1
F1
/
W
1
F2
F2
F2
F2
/
W
2
6" WIDE x
CONTINUOUS.
FOUNDATION WALL SCHEDULE
MARK SIZE REINFORCEMENT
W1 8" WIDE x
CONTINUOUS.
W2 #4 AT 24" O.C. VERTICAL.
#4 AT 24" O.C. HORIZONTAL
F1/W1
F1/W1
F2/W1
F2
/
W
1
F1/W1
F1
/
W
1
24
'
-
6
"
23
'
-
4
"
2'
1
0
"
20
'
-
2
"
C
2'2"
DRAWN BY: F. J. S
ADDRESS: TBD STONE DR.
REXBURG, IDAHO
LEGAL DESCRIPTION:
FOUNDER'S SQUARE PHASE 2
LOT 24 BLOCK 1
MARLA AND MAURO SOSA
DATE: NOVEMBER 6TH , 2021
BL
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F
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3
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M
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D
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C
12'-0"12'-0"
X X X X
4200 LB HOLD DOWNS 4200 LB HOLD DOWNS
W H
4 0 4 0 R S
5 0 6 8
26682668
4040RS 4040RS
4 0 4 0 R S
4 0 4 0 R S
4 0 6 8
2 6 6 8
2 6 6 8
5 0 6 8
2668
2 6 6 8
5 0 6 8
UP
UP
12'-1"
12'-1"
1 1 '-1 1 /2 "
2'2'
1 2 '-3 1 /2 "
7 '-7 "
7'-11"
48'-2"
1 7 '-2 "
4 '
1 7 '-2 "
3 8 '-4 "
7 '-6 "
4 '
4 '-5 "
17'-6"4'12'-3"4'8'-3"
46'
2'-2"
4 '
4 '-1 "
2 4 '-6 "
24'-2"
3 '-3 "
11'-3 1/2"4'-10 1/2"
1 2 '-3 1 /2 "
7 '-1 1 "
5 '-6 "
9 '-4 1 /2 "
8 '-9 "
2'-3 1/2"
8'-2 1/2"5'-8 1/2"
6'-9 1/2"
17'-9"
24'
24'
2 '-1 0 "
2 0 '-6 "2 3 '-4 "
4 7 '-4 "
3 0 '-3 "
11'-6"
22'-10" x 22'-2"
32'-6" x 28'-10"
11' x 11'-2"
11' x 10'-10"
5'-1" x 7'-7"
10'-11" x 10'-11"
5'-8" x 8'
5'-8" x 5'-1"
Garage
Basement
Laundry
Mechanical
Closet
Bedroom 1 Bedroom 2
Bedroom 3
Foundation
C
FAMILY ROOM
BEDROOM 2
11'x11'
BEDROOM 1
11'x11'CL
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CL
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BEDROOM 3
11'x11'2"
LAUNDRY
5' X 7'7"
STORAGE
CLOSET
5'6" X 5'1"
MECHANICAL
5'6" X 8'2"
BATHROOM
BA
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A.4
SHEET
NEW RESIDENCE FOR:
RIGBY, IDAHO
83442
CELL: 208-346-1988
SALINAS
DRAFTING AND DESIGN
SHEET SIZE:
24"X36" ARCH D
BASEMENT FLOOR PLAN
SCALE: 1/4" = 1'-0"
SMOKE ALARM
CARBON MONOXIDE ALARM
EXHAUST FAN
SD
CO
FLOOR PLAN KEY
SD
SDSD
CO SD
3' MIN
44
"
M
A
X
MAXIMUM SILL
HEIGHT ABOVE
FINISHED FLOOR
PERMANENT
LADDER
REQUIRED
WHEN
DEPTH OF
WINDOW IS
GREATER
THAN 44
INCHES
44
"
WINDOW WELL
SHALL HAVE
ADEQUATE
DRAINAGE
EGRESS WINDOW
WINDOW WELL
SHALL HAVE A
TOTAL OF 9 SQ FT
FLOOR PLAN NOTES
1. SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING
ROOM, AS WELL AS OUTSIDE EACH SLEEPING AREA IN
THE IMMEDIATE VICINITY OF THE BEDROOMS.
2. CARBON MONOXIDE ALARM SHALL BE INSTALLED
OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE
VICINITY OF THE BEDROOMS.
3. SOURCE SPECIFIC EXHAUST VENTILATION IS REQUIRED
IN EACH KITCHEN, BATHROOM AND LAUNDRY ROOM.
4. A NON ABSORBENT WALL FINISH SHALL BE PROVIDED
TO A HEIGHT OF NOT LESS THAN 6'-0" ABOVE THE
SHOWER FLOOR, INCLUDES BATHTUBS WITH SHOWER
HEADS.
5. EVERY SLEEPING ROOM MUST HAVE AN EMERGENCY
AND RESUCE OPENING, MIN NET CLEAR OPENING SHALL
BE 5.7 SQ FT.
6. ALL INTERIOR STAIRWAYS SHALL BE PROVIDED WITH A
MEANS TO ILLUMITATE THE LANDINGS AND TREADS. A
LIGHT SHALL BE PROVIDED IN THE IMMEDIATE VICINITY
OF EACH LANDING OF THE STAIRWAY.
7. MAXIMUM STAIR RISER SHALL BE 7 3/4" AND MINIMUM
TREAD DEPTH SHALL BE 10". SMALLEST RISER CANNOT
EXCEED BIGGEST BY 3/8". STAIR HEADROOM IS REQUIRED
TO BE MAINTAINED AT 6'-8"
8. HANDRAIL REQUIRED TO BE PLACED WITHIN 34-38
INCHES FROM THE WALKING SURFACE.
9. THERE SHALL BE A FLOOR OR LANDING NOT MORE
THAN 7 3/4" BELOW TOP OF DOOR THRESHOLD.
1
1EMERGENCY AND RESCUE OPENING
4" CONCRETE SLAB
SLOPED TO A DRAIN OR TOWARD THE
MAIN VEHICLE ENTRY DOORWAY
1'
-
9
"
1'
-
1
0
"
3'
-
1
0
"
6'-8"3'-11"
2'-1"
4'
-
8
"
C
C
C
C
CC
C
2'
-
7
"
C
2'
-
4
"
C
C
DRAWN BY: F. J. S
ADDRESS: TBD STONE DR.
REXBURG, IDAHO
LEGAL DESCRIPTION:
FOUNDER'S SQUARE PHASE 2
LOT 24 BLOCK 1
MARLA AND MAURO SOSA
CL
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12'-0"12'-0"
38
'
-
0
"
23
'
-
0
"
REFRENCE LINE FOR BRICK
DATE: NOVEMBER 6TH , 2021
BRICK VENNER
1" AIR SPACE
VEENER ANCHOR
FLASHING
OVER HOUSE WRAP
MOISTURE
RESISTIVE BARRIER
OVER 7/16" OSB
SHEATHING
2
2
BRICK VENEER/WOOD
STUD WALL SECTION
50
1
6
F
X
40
4
0
R
S
4040RS 4040RS
40
4
0
R
S
40
4
0
R
S
0'
-
4
"
30
'
-
2
"
REFRENCE LINE FOR BRICK
0'
-
4
"
SD
DN
DN
3 0 5 0 F X
3 0 5 0 S H
3 0 5 0 S H
30682668
2 6 6 8
2 4 6 8
2 4 6 8
18080
5068 2050SC 3050SH 3050SH
5 0 1 6 F X
4 0 4 0 F X
1 7 6 8
30681050FX3050FX
5 0 6 8
5 0 6 8
3 0 6 8
4 0 4 0 S H
2668
1 5 '-1 1 /2 "
6 '-2 "
12'12'
5'-4"18'-10"24'
48'-2"
1 4 '-1 1 "
7 '-5 "
1 1 '-6 "
4 '-2 "
4 '-9 "
2 5 '-4 1 /2 "
7 '-1 0 1 /2 "
2 3 '
5 '-3 "
3 '-4 "
2 '-1 1 "
1 2 '-6 "
4 7 '
4'-6"9'6'-5"5'-6"20'-7"
17'-3 1/2"24'-3"4'-5 1/2"
46'
2'-2"
3 8 '
2 '-7 1 /2 "
8 '-9 "
1 1 '-7 1 /2 "
1 4 '-0 3 /4 "
4 '-2 "
1 3 '-1 1 /4 "
6 '-8 "
8'-1"7'-8"2'-6"5'-11"
6'5'-9"
3 '-3 1 /2 "5'-5 1/2"
3'-3 1/2"
3'3'
5'-10 1/2"
20'-2"
2 4 '
2 '-8 1 /2 "
8 '-2 "
5 '
6'-6"3'-7"3'-7"
1st Floor
FAMILY ROOM
MASTER BEDROOM
16'-6" X 11-'8"
KITCHEN
18'-0"x13'-7"
WALK IN
CLOSET
5'-1"X 8'-0"
ST
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3 '-
6
"
X
6
'
-
3
"
1/2 BATH
MA
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A.5
SHEET
NEW RESIDENCE FOR:
RIGBY, IDAHO
83442
CELL: 208-346-1988
SALINAS
DRAFTING AND DESIGN
SHEET SIZE:
24"X36" ARCH D
MAIN FLOOR PLAN
SCALE: 1/4" = 1'-0"
SMOKE ALARM
CARBON MONOXIDE ALARM
EXHAUST FAN
SD
CO
FLOOR PLAN KEY
SD
CO SD
FLOOR PLAN NOTES
1. SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING
ROOM, AS WELL AS OUTSIDE EACH SLEEPING AREA IN
THE IMMEDIATE VICINITY OF THE BEDROOMS.
2. CARBON MONOXIDE ALARM SHALL BE INSTALLED
OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE
VICINITY OF THE BEDROOMS.
3. SOURCE SPECIFIC EXHAUST VENTILATION IS REQUIRED
IN EACH KITCHEN, BATHROOM AND LAUNDRY ROOM.
4. A NON ABSORBENT WALL FINISH SHALL BE PROVIDED
TO A HEIGHT OF NOT LESS THAN 6'-0" ABOVE THE
SHOWER FLOOR, INCLUDES BATHTUBS WITH SHOWER
HEADS.
5. EVERY SLEEPING ROOM MUST HAVE AN EMERGENCY
AND RESUCE OPENING, MIN NET CLEAR OPENING SHALL
BE 5.7 SQ FT.
6. ALL INTERIOR STAIRWAYS SHALL BE PROVIDED WITH A
MEANS TO ILLUMITATE THE LANDINGS AND TREADS. A
LIGHT SHALL BE PROVIDED IN THE IMMEDIATE VICINITY
OF EACH LANDING OF THE STAIRWAY.
7. MAXIMUM STAIR RISER SHALL BE 7 3/4" AND MINIMUM
TREAD DEPTH SHALL BE 10". SMALLEST RISER CANNOT
EXCEED BIGGEST BY 3/8". STAIR HEADROOM IS REQUIRED
TO BE MAINTAINED AT 6'-8"
8. HANDRAIL REQUIRED TO BE PLACED WITHIN 34-38
INCHES FROM THE WALKING SURFACE.
9. THERE SHALL BE A FLOOR OR LANDING NOT MORE
THAN 7 3/4" BELOW TOP OF DOOR THRESHOLD.
10. GARAGE MUST BE SEPERATED FROM THE RESIDENCE
WITH 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
11. GARAGE TO RESIDENCE DOOR MUST BE A SOLID
WOOD DOOR NOT LESS THAN 1-3/8 INCHES IN THICKNESS,
SOLID OR HONEYCOMB CORE STEEL DOOR NOT LESS
THAN 1-3/8 ICHES THICK, OR A 20 MINUTE FIRE RATED
DOOR. MUST BE EQUIPPED WITH A SELF CLOSING AND
SELF LATCHING DEVICE.
1STAIR SECTION
C
3'
-
1
1
"
C
C
DRAWN BY: F. J. S
ADDRESS: TBD STONE DR.
REXBURG, IDAHO
LEGAL DESCRIPTION:
FOUNDER'S SQUARE PHASE 2
LOT 24 BLOCK 1
DINING ROOM
10'-8" X 13'-4"
CL
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3 '-
6
"
X
6
'
-
1
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"
MU
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5'
-
7
"
X
5
'
-
1
"
PANTRY
4'-0"x4'-0"
GARAGE
23'-4" X 22'-4"
1
A
.
7
TOILET ROOM
4'-11"
C
1'
-
1
1
"
C
1'-11"
4'
-
5
"
C
2'-0"
C TE
M
P
E
R
E
D
GL
A
S
S
MARK
SW1
SHEAR WALL SCHEDULE
SHEATHING
THICKNESS
EDGE NAILING
NAIL SIZE AND
SPACING
STAPLE SIZE
AND SPACING
FOUNDATION ANCHOR
BOLTS
SIZE AND
SPACING
7/16"8D AT 6" O.C.
EDGES, 12" FIELD
16GA. 7/16" X 1 1/2" AT 3" O.C.
EDGES, 6" FIELD
5/8" A.B. X 7" EMBED
AT 4' O.C.
6
5
/
8
"
10 5/16"
36
"
H
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STAIR NOTES
STAIR WIDTH: 39"
NUMBER OF RISERS: 18
NUMBER OF LANDINGS: 1
NUMBER OF STAIR SECTIONS: 2
FOUNDATION LEDGE AT STAIRWELL
ALL EXTERIOR WALLS TO BE SW1
MARLA AND MAURO SOSA
DATE: NOVEMBER 6TH , 2021
36
"
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H
E
I
G
H
T
9'-3"8'-11"
COVERED PORCH
5'-0"X 18'-10"
C
23
'
-
4
"
38
'
-
4
"
3050SH3050SH2050SC5068
50
1
6
F
X
40
4
0
F
X
30
6
8
40
4
0
S
H
18080
30681050FX3050FX
30
5
0
F
X
30
5
0
S
H
30
5
0
S
H
1'
-
2
"
SH
E
L
F
BE
N
C
H
W
I
T
H
S
T
O
R
A
G
E
HO
O
K
S
A
L
O
N
G
W
A
L
L
C
25
'
-
5
"
4'
-
9
"
7'
-
1
0
"
Elevation 1
TOP OF FOUNDATION
TOP OF WALL
TOP OF FLOOR
TOP OF FOOTING
HEADER HEIGHT
1'
-
2
"
9'
-
0
"
6'
-
8
"
9'
-
0
"
6
12
FR
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L
E
V
A
T
I
O
N
A.6
SHEET
NEW RESIDENCE FOR:
RIGBY, IDAHO
83442
CELL: 208-346-1988
SALINAS
DRAFTING AND DESIGN
FRONT ELEVATION
SCALE: 1/2" = 1'-0"
SHEET SIZE:
24"X36 ARCH D
BRICK VENEER
WHITE LP VERTICAL SIDING
30 YR. ARCHITECTURAL
ASPHALT SHINGLES
DRAWN BY: F. J. S
ADDRESS: TBD STONE DR.
REXBURG, IDAHO
LEGAL DESCRIPTION:
FOUNDER'S SQUARE PHASE 2
LOT 24 BLOCK 1
MARLA AND MAURO SOSA
DATE: NOVEMBER 6TH , 2021
Street Number
Displayed on House
Roof Ventilation as per R806
Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
Elevation 4 Elevation 2
Elevation 3 scale 1/4"
EL
E
V
A
T
I
O
N
S
A.7
SHEET
NEW RESIDENCE FOR:
RIGBY, IDAHO
83442
CELL: 208-346-1988
SALINAS
DRAFTING AND DESIGN
LEFT ELEVATION
SCALE: 1/4" = 1'-0"
SHEET SIZE:
24"X36 ARCH D
RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
REAR ELEVATION
SCALE: 3/8" = 1'-0"
DRAWN BY: F. J. S
ADDRESS: TBD STONE DR.
REXBURG, IDAHO
LEGAL DESCRIPTION:
FOUNDER'S SQUARE PHASE 2
LOT 24 BLOCK 1
MARLA AND MAURO SOSA
DATE: NOVEMBER 6TH , 2021
6
12
6
12
6
12
Ground Surface to Slope away from
Foundation a minimum of 6" within first 10
ft.
Minimum Frost Depth Ground Surface to Bottom of Footing 36"
CR
O
S
S
S
E
C
T
I
O
N
A.8
SHEET
NEW RESIDENCE FOR:
RIGBY, IDAHO
83442
CELL: 208-346-1988
SALINAS
DRAFTING AND DESIGN
CROSS SECTION
SCALE: 1/2" = 1'-0"
SHEET SIZE:
36"X34 ARCH D
1/2" GYPSUM BOARD
2X4 WALL STUDS AT 24"
O.C. W R-19 INSULATION.
*PROVIDE 1 INCH SPACE
BETWEEN FOUNDATION
WALL AND WALL FRAMING
1'-4"
9'
-
0
"
PANTRY
30 YR. ARCHITECTURAL ASPHALT
SHINGLES
#15 ROOFING FELT UNDERLAYMENT
7/16" OSB PYWOOD ROOF
SHEATHING WITH CLIPS
PRE -ENGINEERED ROOF TRUSSES
SPACED AT 24" O.C. DESIGNED BY TRUSS
MANUFACTURER
1'-4"
1'
-
2
"
0'-8"
0'
-
8
"
CONCRETE SLAB
11 7/8 TJI 110 FLOOR JOISTS
3/4" T & G SUBFLOOR
GLUED AND NAILED
R30 FLOOR INSULATION
BEDROOM 1 BEDROOM 2CLOSETCLOSETFAMILY ROOM
CONTINUOUS
RIM BOARD
SIDING AS SPEC'D
OVER HOUSE WRAP
MOISTURE
RESISTIVE BARRIER
OVER 7/16" OSB
SHEATHING
1/2" GYPSUM BOARD
2X6 WALL STUDS AT
16" O.C. W R-22
INSULATION
9'
-
0
"
ICE AND WATER SHIELD
TO EXTEND 24" INSIDE
THE EXTERIOR WALL
2'-0"
R 49 BLOWN IN ATTIC INSULATION
2X6 FASCIA BOARD
ALUM FASCIA
VENTED SOFFIT
KITCHEN DINING
1/2" OR 5/8" GYPSUM
BOARD AT CEILINGS
MASTER BEDROOM
6
12
DRAWN BY: F. J. S
ADDRESS: TBD STONE DR.
REXBURG, IDAHO
LEGAL DESCRIPTION:
FOUNDER'S SQUARE PHASE 2
LOT 24 BLOCK 1
MARLA AND MAURO SOSA
1'-4"
DATE: NOVEMBER 6TH , 2021
Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
Ground Surface to Slope away
from Foundation a minimum of 6"
within first 10 ft.
FL
O
O
R
F
R
A
M
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N
G
P
L
A
N
A.9
SHEET
NEW RESIDENCE FOR:
RIGBY, IDAHO
83442
CELL: 208-346-1988
SALINAS
DRAFTING AND DESIGN
FLOOR FRAMING PLAN
SCALE: 1/4" = 1'-0"
SHEET SIZE:
36"X24 ARCH D
46'-0"
12
'
-
3
1
/
2
"
18'-1 1/2"
11 7/8" TJI 110
SERIES. 16" O.C.
(2) 2x10(2) 2x10
FLOOR FRAMING
FLOOR SHEATHING
3/4" APA RATED T&G. STAGGER
PANEL JOINTS. GLUE & NAIL WITH
10d'S AT 6" O.C. AT EDGE
SUPPORTS AND AT 12" O.C. IN THE
FIELD.
FLOOR JOIST TO BEAM SUPPORT
DRAWN BY: F. J. S
ADDRESS: TBD STONE DR.
REXBURG, IDAHO
LEGAL DESCRIPTION:
FOUNDER'S SQUARE PHASE 2
LOT 24 BLOCK 1
MARLA AND MAURO SOSA
(2
)
2
x
1
0
(2
)
2
x
1
0
(2
)
2
x
1
0
FLOOR DESIGN LOADS
40 LB/FT LIVE LOAD
10 LB/FT DEAD LOAD
2
2
11
'
-
4
"
12
'
-
4
1
/
4
"
1
(2) 1 3/4" X 11 7/8"
MICROLLAM
(3) 1 3/4" X 16" MICROLLAM
(3) 1 3/4" X 16" MICROLLAM
1
3/4" T&G SHEATHING
BEAM
JOIST
HANGER
FLOOR
JOIST
DATE: NOVEMBER 6TH , 2021
38
'
-
4
"
RO
O
F
F
R
A
M
I
N
G
P
L
A
N
A.10
SHEET
NEW RESIDENCE FOR:
RIGBY, IDAHO
83442
CELL: 208-346-1988
SALINAS
DRAFTING AND DESIGN
1. EXTERIOR DOOR AND WINDOW HEADERS SHALL BE (2)
DF 2X10 U.N.O
2. WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE
WITH ACCEPTED ENGINEERING PRACTICE. THE TRUSS
DESIGN DRAWINGS SHALL BE PREPARED BY A
REGISTERED DESIGN PROFESSIONAL.
3. ROOF TRUSSES MUST BE INSTALLED PER
MANUFAUCTUERS SPECIFICATIONS. TRUSS MEMBERS
SHALL NOT BE CUT, NOTCHED, DRILLED, SPLICED OR
OTHERWISE ALTERED IN ANY WAY WITHOUT THE
SPECIFIC APPROVAL OF A REGISTERED DESIGN
PROFESSIONAL.
4. TRUSSES SHALL BE ATTACHED TO SUPPORTING WALL
ASSEMBLIES BY CONNECTIONS CAPABLE OF RESISTING
UPLIFY FORCES AS SPECIFIED ON THE TRUSS DESIGN
DRAWINGS.
5. ROOF SHEATHING SHALL BE 7/16" APA 24/0 RATED
SHEATHING NAILED WITH 8D NAILS AT 6" O.C. AT PANEL
EDGES AND 12" O.C. AT FIELD.
6. ATTIC ACESS SHALL BE PROVIDED FOR ALL ATTIC
AREAS OVER 30 SQUARE FEET AND WHICH HAVE A
VERTICAL HEIGHT OF 30". MIN SIZE SHALL BE 22"X30" AND
ACESS SHALL BE PLACED IN A READILY ACCESSIBLE
LOCATION.
7. NET FREE VENTILATION AREA SHALL BE NOT LESS
THAN 1/300
8. ICE BARRIERS ARE REQUIRED TO EXTEND TO A POINT
OF 24 INCHES INSIDE THE EXTERIOR WALL LINE OF THE
BUILDING
9. ROOF COVERINGS MUST BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
10. FLASHING SHALL BE INSTALLED AT WALL AND ROOF
INTERSECTIONS, AT CHANGES IN ROOF SLOPE OR
DIRECTION, AND AROUND ROOF OPENINGS.
ROOF FRAMING NOTES
ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
SHEET SIZE:
24"X36" ARCH D
DOUBLE TOP
PLATE
HEADER PER
SCHEDULE
EXTERIOR
WALL
SHEATHING
ROOF FRAMING
7/16" ROOF SHEATHING WITH 8D
NAILS AT 6" O.C. AT PANEL EDGES
AND 12" O.C. IN THE FIELD
PRE ENGINEERED ROOF TRUSSES
PLACED AT 2'-0" O.C.
SEE TRUSS SHOP DRAWINGS FOR
REQUIRED UPLIFT CONNECTIONS
(2) 2x10
(2
)
2
x
1
0
(2
)
2
x
1
0
(2
)
2
x
1
0
(2) 2x10
(2) 2x10
(2) 2x10 (2) 2x10 (2) 2x10
(2
)
2
x
1
0
(2
)
2
x
1
0
(2
)
2
x
1
0
(2
)
2
x
1
0
(2) 1 3/4" x 11 7/8" MICROLLAM
46'
(2) 2x10
(2
)
2
x
1
0
38
'
23
'
24'
47
'
48'6"
TYPICAL HEADER DETAIL
DRAWN BY: F. J. S
ADDRESS: TBD STONE DR.
REXBURG, IDAHO
LEGAL DESCRIPTION:
FOUNDER'S SQUARE PHASE 2
LOT 24 BLOCK 1
MARLA AND MAURO SOSA
5'
(2
)
2
x
1
0
DATE: NOVEMBER 6TH , 2021
Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
3' MIN
44
"
M
A
X
MAXIMUM SILL
HEIGHT ABOVE
FINISHED FLOOR
PERMANENT
LADDER
REQUIRED
WHEN
DEPTH OF
WINDOW IS
GREATER
THAN 44
INCHES
44
"
WINDOW WELL
SHALL HAVE
ADEQUATE
DRAINAGE
EGRESS WINDOW
WINDOW WELL
SHALL HAVE A
TOTAL 9 SQ FT
COVERED
PORCH
SE
C
T
I
O
N
D
E
T
A
I
L
S
A.11
SHEET
NEW RESIDENCE FOR:
RIGBY, IDAHO
83442
CELL: 208-346-1988
SALINAS
DRAFTING AND DESIGN
SHEET SIZE:
24"X36" ARCH D
TYPICAL HEADER DETAIL
DRAWN BY: F. J. S
ADDRESS: TBD STONE DR.
REXBURG, IDAHO
LEGAL DESCRIPTION:
FOUNDER'S SQUARE PHASE 2
LOT 24 BLOCK 1
DOUBLE TOP
PLATE
HEADER PER
SCHEDULE
EXTERIOR
WALL
SHEATHING
SIMPSON POST BASE
ABU44
WOOD POST
SIMPSON POST CAP
BEAM
FURRED OUT COLUMN
BASE
PRE ENGINEERED
ROOF TRUSS H2.5A
ATTACHED TO BEAM
1'
-
0
"
8"
1'-4"
3"
9'
-
0
"
1'-4"
CONTINUOUS
RIM BOARD
SIDING AS SPEC'D
OVER HOUSE WRAP
MOISTURE
RESISTIVE BARRIER
OVER 7/16" OSB
SHEATHING
1/2" GYPSUM BOARD
2X6 WALL STUDS AT
16" O.C. W R-22
INSULATION
ICE AND WATER SHIELD
TO EXTEND 24" INSIDE
THE EXTERIOR WALL
2'-0"
6
12
EMERGENCY AND RESCUE
OPENING DETAIL
WALL CROSS SECTION DETAIL
COVERED PORCH
SECTION DETAIL
GARAGE WALL CROSS
SECTION DETAIL
MARLA AND MAURO SOSA
STAIR SECTION
6
5
/
8
"
10 5/16"
36
"
H
A
N
D
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A
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I
G
H
T
STAIR NOTES
NUMBER OF RISERS: 18
NUMBER OF LANDINGS: 1
NUMBER OF STAIR SECTIONS: 2
BRICK VENEER/WOOD
STUD WALL SECTION
BRICK VENNER
1" AIR SPACE
VEENER ANCHOR
FLASHING
OVER HOUSE WRAP
MOISTURE
RESISTIVE BARRIER
OVER 7/16" OSB
SHEATHING
1'-4"
0'
-
8
"
0'-6"
0'-3"
SIDING AS SPEC'D
OVER HOUSE WRAP
MOISTURE
RESISTIVE BARRIER
OVER 7/16" OSB
SHEATHING
1/2" GYPSUM
BOARD
2X4 WALL
STUDS AT 16"
O.C.
DATE: NOVEMBER 6TH , 2021