HomeMy WebLinkAboutPBC_Rear Load 6Plex 22x53 (12-13-24) (2)Sheet:
Scale:
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UNIT BREAKDOWN
UNIT 1ST FLOOR 2ND FLOOR TOTAL SQFT # OF BEDS
A
B
C
D
E
F
3
3
3
3
3
3
GARAGE SF
483
634 1052 1686
635 1053 1688
634 1052 1686
635 1053 1688
634 1052 1686
635 1053 1688
483
483
483
483
483
UNIT BREAKDOWN
UNIT 1ST FLOOR 2ND FLOOR TOTAL SQFT # OF BED
A
B
C
D
E
655
594
939
937
3
3
3
3
3
1594
1531
GARAGE SF
385
594 937 1531
594 937 1531
594 937 1531
385
385
385
385
Ventilation R408.1
The under-floor space between the bottom of the floor joists and the
earth under any building (except space occupied by a basement)
shall have ventilation openings through foundation walls or exterior
walls. The minimum net area of ventilation opening shall not be less
than 1 s/f for each 150 s/f of under floor space area, unless the
ground surface is covered by a Class 1 vapor retarder material.
If the vapor retarder is used the min. net area of ventilation openings
shall not be less than 1 s/f for each 1500 s/f.
One such vent shall be within 3' of each corner of building.
Header Notes:
Headers 4' or less use 1 Ply 9.50 or 2 Ply 2x10 Dim. Lumber
Headers 6' or less use 2 Ply 9.50
Headers 8' or less use 3 Ply 9.50 or 2 Ply 11.88 ML
Headers 10' or less use 3 Ply 11.88 or 2 Ply 14.00 ML
Headers 10' or more refer to TJXpert Layout
3' Hallway Clearance
2018 IRC, Section R106 and R311.6
Saftey Glazing 2018 IRC, Sections R106 and R308.4.5
Exhaust and Ventilation:
Whole House Fan 80 CFM
Kitchen Fan 100 CFM
Laundry 50 CFM
Bathrooms 50 CFM
Bedrooms 10 CFM fresh air
Living Areas 10 CFM fresh air
Contractor to indicate location of fans if not indicated on plans already.
Furnace:
Location of furnace and water heater 2018 IRC, Section R106,
and M1305
Elevate all sources of ignition in the garage a min. of 18" above the floor
2018 IRC, Sections R106, and M1307.3
Provide a protection post in the garage to prevent vehicle damage to
furnace and water heater. 2018 IRC, Section R106, M1307.3.1
Crawl Space:
Through Floor min 18"x24" or through perimeter wall min 16"x24"
required crawl space opening. If applicable, refer to mechanical code
for access requirements where mechanical equipment is located
under floors.
2018 IRC, Section R106, R408.4 M1305.1.4
Window Well System:
2018 IRC Code
Min. egress window opening will be 5.7 sq. ft 7 Sill height
no higher than 44" above FFL
Window wells provide a net clear of 9 sq. ft. w/min horiz.
projection & width of 36"
Exception:
Window Wells w/depth greater than 44" will have a
permanently affixed ladder or steps.
Ladder or Steps 12"-width Inside, 3"-from walls,
Spaced no more than 18" O.C.
One egress ladder shall be provided within a window well of an
unfinished basement
J
8d
O
Fasteners for Preservative treated wood
2018 IRC Code Section R402.1.1
Fastner for Preservative treated wood shall be of hot dipped
zinc-coated galvanized steel, stainless steel, silicon bronze or copper.
Exceptions:
1. One-half inch (12.7mm) diameter or greater steel bolts.
2. Fasteners other than nail & timber rivets shall be permitted to be of
mechanical deposited zinc coated steel with coating weights in
accordance with ASTM B695 class 55 min.
Frost Protection 403.1.4.1
Except where otherwise protected from frost, foundation walls, piers
and other permanent supports of buildings and structures shall be
protected from frost by one or more of the following methods:
1. Extended below the frost line specified in Table R301.2
2. Construct in accordance with Section 403.3
3. Construct in accordance with ASCE 32 or
4. Erected on Solid Rock
Exceptions:
-Protection of freestanding accessory structures with an area of 400 of
600 square feet or less, of light frame construction with an eve height
of 10' of less shall not be required.
-Decks not supported by a dwelling need not be provided with
footings that extend below the frost line.
-Footings shall not bear on frozen soil unless the frozen condition is
permanent.
Smoke Alarms
2018 IRC Code Section 106. R314
All smoke alarms shall be listed in accordance with UL 217 &
installed in
accordance with NFPA 72
-One in each sleeping area
-Outside of each separate sleeping area in the immediate
vicinity of the bedrooms
-On each additional story including un-finish & finished
basements and habitable attics but not including crawl spaces
and uninhabitable attics.
In dwellings or dwelling units with splits levels and without an
intervening door between the adjacent levels a smoke alarm
installed on the upper level shall suffice for the adjacent lower
level provided that the lower level is less than one full story
below the upper level.
-Alarm devices shall be interconnected with battery backup
that the actuation of one alarm will activate all of the alarms
S
Carbon Monoxide Alarms
2018 IRC Section 106 & R315.1
New Construction an approved carbon monoxide alarm installed
outside of each sleeping area in the immediate vicinity of bedroom
and dwelling units.
They shall be listed as complying with UL 2034 and installed
accordingly
CM
Garage Portals:
Alternate Braced Wall Panel Garage Portal Design CS-PF
See Figure R602.10.6.4 on Sheet A4
CS-PF
Garage Portals:
Alternate Braced Wall Panel Garage Portal Design PFH
See Figure R602.10.6.2 Sheet A4
PFH
0
1
/
2
"
Window Callouts:
Width x Height (ex. 3050 is 3'0" wide by 5'0" Tall) Door same
SH-is Single Hung DH is Double Hung
SV is Side Vent F is Fixed or Picture
T or Temp is Tempered Safety Glass
Tra is Transom OBS Obscured
GFoundation Wall System:
(*USE IN SEISMIC D ZONE-BONNEVILLE COUNTY)
2x6 Treated Sill Plate
over Foam Sill Sealer
with 1
2" Anchor Bolts @ 72" (*32") O.C. 10" Long, 7" Embedded
Max. 12" from all Corners or Splices
Concrete Wall Greater than 9' need to have an Architects or Engineer
Seal 8' & under (1) Horiz. Bar in top 12" and one at mid-height
8'-1" to 9' (1) Horiz. Bar in top 12" & one bar at each third point
Min. (2) Anchor Bolts per Sill Plate w/ nut & ROUND plate Washer
2 1/2 Ø x1
4" Min. For each Bolt (*3"x3"x1
4" SQUARE)
over Concrete Foundation wall Consistent w/ 2018 IRC R401-403
With Asphalt Emulsion on Exterior Side
over Continuous Concrete Footings
Consistent w/ 2018 IRC Section R106.1
over Undisturbed Soil
U
UNIT 1ST FLOOR 2ND FLOOR TO
A
B
C
D
E
F
614
578
574
574
574
618
922
982
922
982
922
982
R i g h
Fasten sheathing to header w 8d common or
gal. box nails in 3" grid pattern as shown
Header to jack-stud strap per table R602.10.6.4 on both sides of
opening opposite side of sheathing
Min. Length of panel per Table R602.10.5
Min. double 2x4 framing covered w min. 7 16" thick wood structual
panel sheathing w 8d common or gal. box nails at 3" o.c. in framing
(studs and sills) as shown. typ.
Min. (2) 3500 LB Tie-Down Device (Embedded into
Concrete and Nailed into Framing)
Min.(1) 5 8" Ø Anchor Bolts R403.1.6
with 2"x2"x3 16" plate washer
Min. Double
2x4 Post
Typical Portal
Frame Construction
If needed, panel splice edges
shall occur over & be nailed
to common blocking w/in
middle 24" of wall mid-height.
One row of 3" o.c. nailing
is req. in ea. panel edgeMin. 1000LB
Tie down
Device (H1)
Extent of Header
Single Portal Frame (One Braced Wall Panel)
Extent of Header
Double Portal Frame (Two Braced Wall Panels)
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Alternate Braced Wall Panel Garage Portal Design PFH
Figure R602.10.6.2
Min. 3"x11 14" net header (Steel header prohibited)
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Table R602.10.5
MIN. LENGTH OF BRACED
WALL PANELS
Min. reinforcing of
foundation, (1) #4 bar
top & bottom of footing.
Lap bars 15" min.
Min. Footing under
opening is 12"x12"
2'-18" finished width for single or double portal
Wall height 8ft 9ft 10ft 11ft 12ft
16" 18" 20" 22"* 24"*CS
-
P
F
crewed @7"/7" w/1" Drywall Screws
ll Vert Joints occur over stud
ll Hori. Joints blocked w/2x4 blocking
bove each IBWP3 a 2x4 Truss block is required
as well at each corner, not over window
LL EXTERIOR WALLS ARE BRACED WALLS
Pony Wall
Height
Tension Strap per
Table 602.10.6.4
(On opposite
side of Sheathing)
Fasten Top
Plate to header
w/2 Rows of 16d
sinker nails at 3"
O.C. TYP
Min. 3
8" Wood
Structural Panel
Sheating
Height of Braced Wall Panel
SDC A,B, and C
Windspeed <110 MPH
Sheathed Width
2'-8"2'-8"
MIN. WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS Table R602.10.6.1
Tie-Down
Force (lb.)
11 ft.
3'-2"
1800
3000
2200
3600
1800
3000
1800
3000
-
-
1
Seismic Design
Category and Windspeed
2'-8"
8 ft.
2'-4"
9 ft.
2'-8"
10 ft.
2'-8"
Note a
12 ft.
3'-6"
R602.10.6.1, Item 1
R602.10.6.1, Item 2
1800
3000
1800
3000
2000
3300
Sheathed Width
SDC D,D, and D
Windspeed <110 MPH
R602.10.6.1, Item 1
R602.10.6.1, Item 2
1800
3000
0 2
Note a
-
-
Table R602.10.5
MIN. LENGTH OF BRACED
WALL PANELS
Wall height 8ft 9ft 10ft 11ft 12ft
PF
H
16" 16" 16" 18* 20*
*=10' is the max wall height allowed but a
pony wall attached up to 12'
*=10' is the max wall height allowed but a
pony wall attached up to 12'
Min. (2) 1
2" Dia. Anchor
Bolts installed per
R403.1.6 with 2"x2"x 3
16"
Plate Washers
All information
remains the same
except the Tie Down
Anchor Bolt and single
plate for CS-PF
(Same on both
sides of opening)
Alternate Braced Wall
Panel Garage
Portal Design CS-PF
Figure R602.10.6.4
(USE IF APPLICABLE)(USE IF APPLICABLE)
t H
F
EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)
TENSION STRAP PER
TABLE R602.10.6.4 (ON
OPPOSITE SIDE OF
SHEATHING)
FASTEN KING STUD
TO HEADER WITH 6
16D SINKERS
FASTEN SHEATHING TO HEADER WITH 8D
COMMON OR GALVANIZED BOX NAILS IN 3″ GRID
PATTERN AS SHOWN
HEADER TO JACK-STUD STRAP PER TABLE
R602.10.6.4 ON BOTH SIDES OF OPENING
OPPOSITE SIDE OF SHEATHING
MIN. DOUBLE 2x4 FRAMING COVERED WITH MIN.
3/8″ THICK WOOD STRUCTURAL PANEL SHEATHING
WITH 8D COMMON OR GALVANIZED BOX NAILS AT
3″ O.C. IN ALL FRAMING (STUDS, BLOCKING, AND
SILLS) TYP.
MIN. LENGTH OF PANEL PER TABLE R602.10.5
MIN. (2) 3500 LB STRAP-TYPE HOLD-DOWNS
(EMBEDDED INTO CONCRETE AND NAILED INTO
FRAMING)
PONY WALL
HEIGHT
MIN. REINFORCING OF FOUNDATION, ONE #4 BAR
TOP AND BOTTOM OF FOOTING. LAP BARS 15″
MIN.
MIN. FOOTING SIZE UNDER OPENING IS 12″x12″. A TURNED-
DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS.
12
′ M
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MIN. (1) 5/8″ DIAMETER ANCHOR BOLT INSTALLED PER
SECTION R403.1.6 - WITH 2″x 2″ x3/16″ PLATE WASHER
FRONT ELEVATION SECTION
IF NEEDED, PANEL
SPLICE EDGES SHALL
OCCUR OVER AND BE
NAILED TO COMMON
BLOCKING WITHIN THE
MIDDLE 24″ OF THE
PORTAL-LEG HEIGHT.
ONE ROW OF 3″ O.C.
NAILING IS REQUIRED
IN EACH PANEL EDGE.
FASTEN TOP
PLATE TO
HEADER WITH
TWO
ROWS OF 16D
SINKER NAILS AT
3″ O.C. TYP.
MIN. 3/8″ WOOD
STRUCTURAL
PANEL
SHEATHING
TYPICAL PORTAL
FRAME CONSTRUCTION
MIN. DOUBLE 2x4 POST
(KING AND JACK STUD).
NUMBER OF JACK STUDS
PER TABLES R602.7(1) &
(2).
MIN. 1000 LB. HOLD-DOWN
DEVICE (EMBEDDED INTO
CONCRETE AND NAILED
INTO FRAMING).
EXTENT OF HEADER WITH SINGLE PORTAL FRAME
(ONE BRACED WALL PANEL)
2′-18′ FINISHED WIDTH OF OPENING
FOR SINGLE OR DOUBLE PORTAL
MIN. 3″x11¼″ NET HEADER STEEL HEADER PROHIBITED
IF ½″ SPACER IS USED, PLACE ON BACK-SIDE OF HEADER
Alternate Braced Wall Panel Garage Portal Design PFH
Figure R602.10.6.2
opening is 12"x12"s
11 7/8" Eng. Floor Joist
to be Sunken
with Hanger or
Pony Wall Support Grade
(2) #4 Rebar
Horiz. Cont.
16x8 Cont.
Footing
6" Conc.
FDN Wall
2x4 Pony
Wall
Wall Tile
Recessed Floor Drain Detail (APA)
2x Wall
5/8" Gypsum Board
3/4" APA Rated
Floor Sheathing
Tile Backer Board
Over 6mm Vapor Barrier
Floor Tile
Sloped
Grout Bed
3/4" APA Rated
Floor Sheathing
11 7/8" LVL Floor Joist
9 1/2" TJI
Floor Joist
Rim Down Joist Detail
(USE IF APPLICABLE)(USE IF APPLICABLE)
(2) #4 Rebar
Horiz. Cont.
8"
4'
Concrete
Slab
Concrete
Slab
Concrete
Slab
Perimeter Slab Insulation Detail
Rigid Insulation
(2) #4 Rebar
Horiz. Cont.
Concrete
Slab
Flashing
R-10 Insulation
OR
(USE IF APPLICABLE)
Rigid Insulation
(2) #4 Rebar
Horiz. Cont.
R10 Insulation
Concrete Slab
N1102.2.10 (R402.2.10)
11" Min Run on
Conc. Step into house
Max Rise 7 3/4"
Concrete Steps into House
(USE IF APPLICABLE)
2'
6'
-1
1
/
2
"
1'
-
0
5'
-
9
1
/
2
"
"1'
-
0
1
/
2
"
n
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,
Day Light Basement
3' Foundation Wall with
earth backfill @ 2'-6"
3'
B-
3'
8"
A-A
A A B
2'
-
6
"
6"
M
A-A B-B
Stepping
Conc.
Daylight Stepping and Walkout Foundation
(USE IF APPLICABLE)
General Notes &
2
3
1
2
3
1
6
7 7
5
3 3
5 44
8
8
KEYNOTES:
1.WOOD TRUSS W/ (2) 16d NAILS, SEE PLAN
2.CONT DBL 2x TOP PLATE W/ LAP SPLICE,
SEE TYPICAL DETAIL
3.WOOD STUD WALL, SEE PLAN
4.BOUNDARY NAILING, SEE PLAN
5.CONT 2x BOTTOM PLATE, ATTACH PER
SHEARWALL SCHEDULE
6.FLOOR SHEATHING, SEE PLAN
7.CONT RIM BOARD W/ A35 CLIP AT 16" O.C.
8.WALL SHEATHIING AS OCCURS, SEE PLAN.
WOOD JOIST AT WOOD STUD WALL
GENERAL NOTES:
1. THIS DRAWING IS DRAWN BY A DESIGN SPECIALIST NOT AN
ARCHITECT. ALL DETAILS SHOULD BE LOOKED OVER AND APPROVED
BY CONTRACTOR BEFORE CONSTRUCTION BEGINS.
2. THESE PLAN STILL NEED: FLOOR LAYOUT, TRUSS DETAILS, AND
ENGINEER STAMP (IF NEEDED).
3. ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL
MEMBERS DURING CONSTRUCTION SHALL BE PROVIDED BY THE
BUILDER.
4. ANY PROPOSED FIELD CHANGES SHALL HAVE PRIOR APPROVAL
FROM THE ENGINEER.
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. ANY
VARIATION FROM THE DRAWINGS SHALL BE
BROUGHT TO THE ATTENTION OF THE ENGINEER.
6. INSTALL SIMPSON HARDWARE AS PER MANUFACTURERS
REQUIREMENTS.
7. DETAILS ARE REPRESENTATIONS/ DEPICTIONS ONLY. FOLLOW
WRITTEN CALLOUTS.
8. NO CHANGES PERMITTED WITHOUT EXPRESS WRITTEN PERMISSION
OF ENGINEER OF RECORD.
9. (2018 IRC CHAPTER 14)HEATING & COOLING EQUIPMENT /
APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTALLATION REQUIREMENTS.
2
Scre
All V
All H
Abo
as
ALL
㐧
STAIRS:
1. (R311.7.1) MIN WIDTH OF 36" WITH MAX HANDRAIL PROJECTION OF
4-1/2" ON EITHER SIDE OF THE STAIRWAY.
2. (R311.7.2) MIN HEAD ROOM = 6'-8" FINISH FROM NOSING LINE AND
MINIMUM FINISH WIDTH = 36"
3. (R311.7.3) MAX RISE OF STAIRWAY BETWEEN LEVELS AND
LANDINGS IS 151"
4. (R311.7.5) MAX RISE = 7-3/4" AND MINIMUM TREAD DEPTH = 10" (11"
TREAD REQUIRED IN ABSENCE OF NOSING.)
5. EVERY STAIRWAY LANDING SHALL HAVE A DIMENSION MEASURED
IN THE DIRECTION OF TRAVEL, AT LEAST EQUAL
TO THE STAIRWAY WIDTH.
6. A DOOR MAY OPEN AT THE TOP OF THE STEP OF AN INTERIOR
FLIGHT OF STAIRS PROVIDED THE DOOR DOES NOT
SWING OVER THE TOP STEP, AND PROVIDED THE TOP STEP IS NO
MORE THAN 8" LOWER THAN FLOOR LEVEL.
7. (3) 1-1/4" X 11-7/8" LVL STRINGERS REQUIRED AT ALL STAIRWAYS.
8. (R302.7) MIN OF 1/2" GYPSUM WALL BOARD ON ALL ACCESSIBLE
WALLS AND ENCLOSED UNDERSIDE OF STAIRS
RAILINGS:
1. 1. HANDRAILS ARE REQUIRED AT ALL STAIRWAYS HAVING FOUR
OR MORE RISERS. SEE (SECTION R311.7.8.5) FOR GRIP SIZE OPTIONS
(REFERENCE 2018 IRC R311 & R312)
2. PROVIDE 1-1/4" TO 2-5/8" HANDRAILS 34" TO 38" IN HEIGHT THAT
RUN CONTINUOUS AND HAVE RETURNING ENDS TO WALL, NEWEL
POST, OR SAFETY TERMINAL. OR 12" PAST LAST TREAD.
3. HANDRAILS DEEPER THEN 2-5/8" SHALL HAVE A FINGER GROOVE
3/4" X 1/4" DEEP ROUTED THE ENTIRE LENGTH OF AT LEAST ONE SIDE
OF HANDRAIL.
4. GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING
SURFACES INCLUDING STAIRS, RAMPS AND LANDING,
THAT ARE LOCATED MORE THAN 30” ABOVE LEVEL BELOW. GUARD
HEIGHT SHALL NOT BE LESS THAN 36”
5. GUARD RAIL SHALL HAVE INTERMEDIATED RAILS OR
ORNAMENTAL CLOSURES THAT DO NOT ALLOW PASSAGE OF A
SPHERE 4” IN DIAMETER.
APA SIMPLIFIED WALL BRACING: (IF APPLICABLE)
IBWP 5-INTERIOR BRACED WALL METHOD 5:
1/2" MIN. GYPSUM SEE PLAN FOR LENGTH.
2 STUDS SPACED 24" APART, BLOCKED SCREWED @7"/7" WITH 1" DRYWALL SCREWS.
ALL VERTICLE JOINTS OCCUR OVER STUD.
ALL HORIZONTAL JOINTS BLOCKED WITH 2X4 BLOCKING.
ABOVE EACH IBWP3 A 2X4 TRUSS BLOCK IS REQUIRED AS WELL AT EACH CORNER, NOT OVER WINDOW.
ALL EXTERIOR WALLS ARE BRACED WALLS.
GENERAL NOTES & 2018 IRC CODES
SQUARE FO
UNIT A TOTAL SQ. F
MAIN FLOOR =
SECOND =
GARAGE =
UNIT B TOTAL SQ. F
MAIN FLOOR =
SECOND =
GARAGE =
UNIT C TOTAL SQ. F
MAIN FLOOR =
SECOND =
GARAGE =
UNIT D TOTAL SQ. F
MAIN FLOOR =
SECOND =
GARAGE =
UNIT E TOTAL SQ. F
MAIN FLOOR =
SECOND =
GARAGE =
UNIT F TOTAL SQ. F
MAIN FLOOR =
SECOND =
GARAGE =
SM
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B
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,
I
D
8
3
4
4
0
FIRST FLOOR
0' -0"
SECOND FLOOR
10' -5 7/8"
Roof
19' -7"
B.O. Footing
-4' -8"
FOUNDATION
-4' -0"
TOP OF WALL
9' -1 1/8"
9'
-
1
1
/
8
"
1'
-
4
3
/
4
"
9'
-
1
1
/
8
"
5"
/
1
2
"
5"
/
1
2
"
9 " / 1 2 "
1
1
4
3
1
14
2
3
4
3
4
2
41
1
9 " / 1 2 "9" / 1
2"
6
29
7
8
6
9 " / 1 2 "9" / 1
2"
9" / 1
2"
4:12 SLOPE 4:12 SLOPE 4:12 SLOPE
5"
/
1
2
"
1 1 1 1 1 1 1 1 1 1 1 1
3:12 SLOPE
1' - 0"1' - 0"
3:12 SLOPE
Sheet:
Scale:
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D
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e
Re
v
D
a
t
e
12
/
1
3
/
2
0
2
4
...
Dr
a
w
n
B
y
:
Re
v
i
e
w
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d
B
y
:
St
r
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a
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Re
v
i
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w
:
Ci
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e
v
i
e
w
:
...
JA
C
K
N
I
F
E
VE
N
T
U
R
E
S
3/16" = 1'-0"
A1
EL
E
V
A
T
I
O
N
S
PE
B
B
L
E
C
R
E
E
K
T
O
W
N
H
O
M
E
S
RE
A
R
L
O
A
D
2
2
'
6
P
L
E
X
SK
Y
L
I
N
E
D
R
I
V
E
I
D
A
H
O
F
A
L
L
S
,
I
D
Au
t
h
o
r
3/16" = 1'-0"1 FRONT
3/16" = 1'-0"2 BACK
3/16" = 1'-0"3 LEFT
3/16" = 1'-0"4 RIGHT
SM
I
T
H
R
A
N
C
H
R
D
R
E
X
B
U
R
G
,
I
D
8
3
4
4
0
CUT 16' FOR GARAGE
DOOR OPENING
WITH REQ. BLOCKING
DOUBLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
TO DRAIN TO
GARAGE DOOR
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE
OVER COMPACTED FILL.
(SEE GSN)
6" x 46" CONC. STEM WALLS
4" SLAB ON GRADE
18" x 12" THICKENED EDGE SLAB
18" x 12" THICKENED EDGE SLAB
18" x 12" THICKENED EDGE SLAB
18" x 12" THICKENED EDGE SLAB
18" x 12" THICKENED EDGE SLAB
18" x 12" THICKENED EDGE SLAB
CUT 16' FOR GARAGE
DOOR OPENING
WITH REQ. BLOCKING
DOUBLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
TO DRAIN TO
GARAGE DOOR
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE
OVER COMPACTED FILL.
(SEE GSN)
6" x 46" CONC. STEM WALLS
4" SLAB ON GRADE
CUT 16' FOR GARAGE
DOOR OPENING
WITH REQ. BLOCKING
DOUBLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
TO DRAIN TO
GARAGE DOOR
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE
OVER COMPACTED FILL.
(SEE GSN)
6" x 46" CONC. STEM WALLS
4" SLAB ON GRADE
CUT 16' FOR GARAGE
DOOR OPENING
WITH REQ. BLOCKING
DOUBLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
TO DRAIN TO
GARAGE DOOR
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE
OVER COMPACTED FILL.
(SEE GSN)
6" x 46" CONC. STEM WALLS
4" SLAB ON GRADE
CUT 16' FOR GARAGE
DOOR OPENING
WITH REQ. BLOCKING
DOUBLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
TO DRAIN TO
GARAGE DOOR
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE
OVER COMPACTED FILL.
(SEE GSN)
6" x 46" CONC. STEM WALLS
4" SLAB ON GRADE
CUT 16' FOR GARAGE
DOOR OPENING
WITH REQ. BLOCKING
DOUBLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
TO DRAIN TO
GARAGE DOOR
CONCRETE SLAB ON GRADE
4" CONCRETE SLAB ON GRADE
OVER COMPACTED FILL.
(SEE GSN)
6" x 46" CONC. STEM WALLS
4" SLAB ON GRADE
18"
6"
18
"
6"
18
"
6"
8"
8"
8"
18
"
6"
18
"
6"
6"
18
"
18
"
6"
18"
6"
18
"
6"
18
"
6"
6"
8"
18
"
6"
18
"
6"6"6"
18
"
6"
6"
18
"
6"
8"
18
"
6"
6"
18
"
18
"
6"
6"
18
"
6"
8"
18
"
6"
6"
18
"
18"
6"
22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"
3' - 0"16' - 0"3' - 4"2' - 8"16' - 0"2' - 8"3' - 4"16' - 0"3' - 4"2' - 8"16' - 0"2' - 8"3' - 4"16' - 0"3' - 4"2' - 8"16' - 0"3' - 0"
22
'
-
0
"
27
'
-
6
"
8"
16
"
18
"
3'
-
6
"
49
'
-
6
"
53
'
-
0
"
7' - 1"2' - 2"10' - 7"1' - 10"15' - 4"6' - 8"0' - 8"6' - 8"2' - 2"10' - 8"1' - 10"15' - 4"6' - 8"0' - 8"6' - 8"2' - 2"10' - 8"1' - 10"15' - 3"7' - 1"
22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"
1'
-
6
"
22
'
-
0
"
27
'
-
6
"
2'
-
0
"
53
'
-
0
"
A B C D E F
Footing Reinforcing (2) #4 Cont Bottom
Wall Reinforcing #4 @ 24" O.C.
Footing Reinforcing (2) #4 Cont Bottom
Wall Reinforcing #4 @ 24" O.C.Footing Reinforcing (2) #4 Cont Bottom
Wall Reinforcing #4 @ 24" O.C.
Footing Reinforcing (2) #4 Cont Bottom
Wall Reinforcing #4 @ 24" O.C.Footing Reinforcing (2) #4 Cont Bottom
Wall Reinforcing #4 @ 24" O.C.
Footing Reinforcing (2) #4 Cont Bottom
Wall Reinforcing #4 @ 24" O.C.
18
"
x
1
0
"
S
H
O
V
E
L
F
O
O
T
I
N
G
4'
-
0
"
14
'
-
0
"
4'
-
0
"
14
'
-
0
"
4'
-
0
"
14
'
-
0
"
4'
-
0
"
14
'
-
0
"
4'
-
0
"
14
'
-
0
"
4'
-
0
"
14
'
-
0
"
8"8"8"8"8"8"
4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"
18
"
x
1
0
"
S
H
O
V
E
L
F
O
O
T
I
N
G
18
"
x
1
0
"
S
H
O
V
E
L
F
O
O
T
I
N
G
18
"
x
1
0
"
S
H
O
V
E
L
F
O
O
T
I
N
G
18
"
x
1
0
"
S
H
O
V
E
L
F
O
O
T
I
N
G
18
"
x
1
0
"
S
H
O
V
E
L
F
O
O
T
I
N
G
18
"
x
1
0
"
S
H
O
V
E
L
F
O
O
T
I
N
G
18
"
x
1
0
"
S
H
O
V
E
L
F
O
O
T
I
N
G
18
"
x
1
0
"
S
H
O
V
E
L
F
O
O
T
I
N
G
18
"
x
1
0
"
S
H
O
V
E
L
F
O
O
T
I
N
G
18
"
x
1
0
"
S
H
O
V
E
L
F
O
O
T
I
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36
"
18"x10"
SHOVEL
FOOTING 18"x10"
SHOVEL
FOOTING
18"x10"
SHOVEL
FOOTING 18"x10"
SHOVEL
FOOTING
18"x10"
SHOVEL
FOOTING 18"x10"
SHOVEL
FOOTING
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
12/13/2024
.
.
.
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
Trent Yorgason
JACKNIFE VENTURES
1/4" = 1'-0"
A2PEBBLE CREEK TOWNHOMES REAR LOAD 22' 6PLEX
SKYLINE DRIVE IDAHO FALLS, ID
FOUNDATION PLAN
UNIT BREAKDOWN
UNIT 1ST FLOOR 2ND FLOOR TOTAL SQFT # OF BEDS
A
B
C
D
E
F
3
3
3
3
3
3
GARAGE SF
483
634 1052 1686
635 1053 1688
1/4" = 1'-0"1 FOUNDATION
634 1052 1686
635 1053 1688
634 1052 1686
635 1053 1688
483
483
483
483
483
SMITH RANCH RD REXBURG, ID 83440
Refrigerator
DW
UP
Refrigerator
DW
UP
Refrigerator
DW
UP
Refrigerator
DW
UP
Refrigerator
DW
UP
Refrigerator
DW
UP
2 Car Garage
483 Square Feet
1
2
12
"
18
"
36
"
2 Car Garage
483 Square Feet
1
4
24
"
36
"
2 Car Garage
483 Square Feet
1
2
12
"
18
"
36
"
4
12
"
12
"
18
"
2 Car Garage
483 Square Feet
1
7' - 1"2' - 6"9' - 11"2' - 6"15' - 0"7' - 0"7' - 0"2' - 6"10' - 0"2' - 6"15' - 0"7' - 0"7' - 0"2' - 6"10' - 0"2' - 6"14' - 11"7' - 1"
22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"
2'
-
0
"
8'
-
3
"
4'
-
2
"
10
'
-
7
"
4'
-
6
"
22
'
-
0
"
1'
-
6
"
3' - 9"3' - 4".4' - 11"5' - 0".7' - 5"7' - 7"3' - 4"3' - 8"3' - 8"3' - 4".5' - 0"5' - 0".7' - 5"7' - 7"3' - 4"3' - 8"3' - 8"3' - 4".5' - 0"5' - 0".7' - 4"7' - 7"3' - 3"3' - 10"
53
'
-
0
"
3'
-
6
"
49
'
-
6
"
8'
-
3
"
19
'
-
3
"
22
'
-
0
"
53
'
-
0
"
11
22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"
3' - 0"16' - 0"3' - 0"3' - 0"16' - 0"3' - 0"3' - 0"16' - 0"3' - 0"3' - 0"16' - 0"3' - 0"3' - 0"16' - 0"3' - 0"3' - 0"16' - 0"3' - 0"
24
"
36
"
A B C D E F
24
"
2
A5
1
29 8
2'
-
2
"
4' - 4"10' - 10 1/2"5' - 11"
2' - 2"
135.00°
Trash
Pantry
Dining Room
8'-0" x 8'-0"
Living Room
14'-0" x 12'-6"
METAL RAILING
Kitchen
12'-10" x 14'-6"
100 CFM
9' Flat Ceiling
Pedestal Sink
1/2 BATH
8' CEILING
6
7
5
3'
-
0
"
3'
-
4
"
6'
-
1
0
"
5'
-
6
"
6'
-
8
"
24
"
36
"
Refer to 2 Hr Fire
Wall Detail at Garage
on Sheet A5
2 Car Garage
483 Square Feet
20min Fire Rated 1-3/8" Solid
Door, self-closing and self-
latching with adjustable hinge,
insulated and weather
stripped per 2015 IECC
1hr Firewall Construction
NO PENETRATIONS
2
3' - 6"2' - 9"5' - 1 1/2"3' - 0"4' - 8"2' - 1"
13
'
-
4
"
BE
N
C
H
L
O
C
K
E
R
4
1
1
2'
-
6
"
5' - 11"11' - 0"4' - 4"
1 3 5 .0 0 °
Trash
Pantry
Dining Room
8'-0" x 8'-0"
Living Room
14'-0" x 12'-6"
METAL RAILING
Kitchen
12'-10" x 14'-6"
100 CFM
9' Flat Ceiling
Pedestal Sink
1/2 BATH
8' CEILING
6
7
5
3'
-
0
"
3'
-
4
"
6'
-
1
0
"
5'
-
6
"
6'
-
8
"
Refer to 2 Hr Fire
Wall Detail at Garage
on Sheet A5
2 Car Garage
483 Square Feet
20min Fire Rated 1-3/8" Solid
Door, self-closing and self-
latching with adjustable hinge,
insulated and weather
stripped per 2015 IECC
1hr Firewall Construction
NO PENETRATIONS
3' - 6"2' - 9"5' - 3"3' - 0"4' - 8"2' - 1"
BE
N
C
H
L
O
C
K
E
R
2'
-
6
"
5' - 11"11' - 0"4' - 4"
1 3 5 .0 0 °
Trash
Pantry
Dining Room
8'-0" x 8'-0"
Living Room
14'-0" x 12'-6"
METAL RAILING
Kitchen
12'-10" x 14'-6"
100 CFM
9' Flat Ceiling
Pedestal Sink
1/2 BATH
8' CEILING
6
7
5
3'
-
0
"
3'
-
4
"
6'
-
1
0
"
5'
-
6
"
6'
-
8
"
Refer to 2 Hr Fire
Wall Detail at Garage
on Sheet A5
20min Fire Rated 1-3/8" Solid
Door, self-closing and self-
latching with adjustable hinge,
insulated and weather
stripped per 2015 IECC
1hr Firewall Construction
NO PENETRATIONS
3' - 6"2' - 9"5' - 3"3' - 0"4' - 8"2' - 1"
BE
N
C
H
L
O
C
K
E
R
2'
-
6
"
5' - 11"10' - 10 1/2"4' - 4"
1 3 5 .0 0 °
Trash
Pantry
Dining Room
8'-0" x 8'-0"
Living Room
14'-0" x 12'-6"
METAL RAILING
Kitchen
12'-10" x 14'-6"
100 CFM
9' Flat Ceiling
Pedestal Sink
1/2 BATH
8' CEILING
6
7
5
3'
-
0
"
3'
-
4
"
6'
-
1
0
"
5'
-
6
"
6'
-
8
"
Refer to 2 Hr Fire
Wall Detail at Garage
on Sheet A5
20min Fire Rated 1-3/8" Solid
Door, self-closing and self-
latching with adjustable hinge,
insulated and weather
stripped per 2015 IECC
1hr Firewall Construction
NO PENETRATIONS
3' - 6"2' - 9"5' - 1 1/2"3' - 0"4' - 8"2' - 1"
BE
N
C
H
L
O
C
K
E
R
2'
-
2
"
4' - 4"11' - 0"5' - 11"
2' - 2"
135.00°
Trash
Pantry
Dining Room
8'-0" x 8'-0"
Living Room
14'-0" x 12'-6"
METAL RAILING
Kitchen
12'-10" x 14'-6"
100 CFM
9' Flat Ceiling
Pedestal Sink
1/2 BATH
8' CEILING
6
7
5
3'
-
0
"
3'
-
4
"
6'
-
1
0
"
5'
-
6
"
6'
-
8
"
Refer to 2 Hr Fire
Wall Detail at Garage
on Sheet A5
20min Fire Rated 1-3/8" Solid
Door, self-closing and self-
latching with adjustable hinge,
insulated and weather
stripped per 2015 IECC
1hr Firewall Construction
NO PENETRATIONS
3' - 6"2' - 9"5' - 3"3' - 0"4' - 8"2' - 1"
13
'
-
4
"
BE
N
C
H
L
O
C
K
E
R
2 Car Garage
483 Square Feet
2'
-
2
"
4' - 4"11' - 0"5' - 11"
2' - 2"
135.00°
Trash
Pantry
Dining Room
8'-0" x 8'-0"
Living Room
14'-0" x 12'-6"
METAL RAILING
Kitchen
12'-10" x 14'-6"
100 CFM
9' Flat Ceiling
Pedestal Sink
1/2 BATH
8' CEILING
6
7
5
3'
-
0
"
3'
-
4
"
6'
-
1
0
"
5'
-
6
"
6'
-
8
"
Refer to 2 Hr Fire
Wall Detail at Garage
on Sheet A5
20min Fire Rated 1-3/8" Solid
Door, self-closing and self-
latching with adjustable hinge,
insulated and weather
stripped per 2015 IECC
1hr Firewall Construction
NO PENETRATIONS
3' - 6"2' - 9"5' - 3"3' - 0"4' - 8"2' - 1"
13
'
-
4
"
BE
N
C
H
L
O
C
K
E
R
36
"
132' - 0"
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
12/13/2024
.
.
.
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
Trent Yorgason
JACKNIFE VENTURES
1/4" = 1'-0"
A3PEBBLE CREEK TOWNHOMES REAR LOAD 22' 6PLEX
SKYLINE DRIVE IDAHO FALLS, ID
1ST FLOOR PLAN
Door Schedule
Door Type Type Count
1 192" x 96" GARAGE DOOR 6
2 3068 OBSCURED GLASS DOOR WITH 18 SIDE LITE 3
4 36" x 80" 3068 Front Door Half Glass 3
5 36" x 80" 3068 20min Fire Rated Self Closing 6
6 28" x 80" 2468 6
7 30" x 80" 2668 12
8 32" x 80" 2868 36
9 48" x 80" Double 2068 Closet 18
13 36" x 80" 6
Window Schedule
Type Mark Type Count
1 5050 Slider 20
2 6020 Slider w/ 6030 Fixed Above 1
3 4020 Fixed Tempered 3
4 3040 Fixed Tempered 3
6 4050 Fixed w/ 2050 Slider On Left 2
7 4050 Fixed w/ 2050 Slider On Right 1
8 4040 fixed w/ 2040 Slider on right w/ 6010 Fixed Above 1
9 4040 fixed w/ 2040 Slider on left w/ 6010 Fixed Above 1
UNIT BREAKDOWN
UNIT 1ST FLOOR 2ND FLOOR TOTAL SQFT # OF BEDS
A
B
C
D
E
F
3
3
3
3
3
3
GARAGE SF
483
UNIT BREAKDOWN
UNIT 1ST FLOOR 2ND FLOOR TOTAL SQFT # OF BEDS
A
B
C
D
E
F
3
3
3
3
3
3
GARAGE SF
483
1/4" = 1'-0"1 FIRST FLOOR
634 1052 1686
635 1053 1688
634 1052 1686
635 1053 1688
634 1052 1686
635 1053 1688
634 1052 1686
635 1053 1688
634 1052 1686
635 1053 1688
634 1052 1686
635 1053 1688
483
483
483
483
483
483
483
483
483
483
SMITH RANCH RD REXBURG, ID 83440
WH
DW
WH
D W
WH
D W
WH
D W
WH
DW
WH
DW
4
1 1
3
11
4
1 1
3
11
Furnace
LAUNDRY
6'-8" x 6'-8"
9
8
99
8
8
8
W.I.C
BEDROOM 2
10'-4" x 11'-0"
BEDROOM 3
10'-6" x 11'-0"
4
1 1
7
3
11
132' - 0"
132' - 0"
53
'
-
0
"
53
'
-
0
"
22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"
11' - 0"11' - 0"10' - 8"11' - 4"11' - 0"11' - 0"10' - 8"11' - 4"11' - 0"11' - 0"10' - 8"11' - 4"
5' - 2"5' - 10"5' - 11"5' - 1"5' - 1"5' - 7"6' - 3"5' - 1"5' - 1"5' - 11"5' - 11"5' - 1"5' - 1"5' - 7"6' - 3"5' - 1"5' - 1"5' - 11"3' - 11"7' - 1"5' - 1"5' - 7"4' - 2"7' - 2"
22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"22' - 0"
7' - 1"2' - 6"9' - 11"2' - 6"15' - 0"7' - 0"7' - 0"2' - 6"10' - 0"2' - 6"15' - 0"7' - 0"7' - 0"2' - 6"10' - 0"2' - 6"14' - 11"7' - 1"
3' - 10"3' - 3".4' - 11"5' - 0".7' - 5"7' - 7"3' - 3"3' - 9"3' - 9"3' - 3".5' - 0"5' - 0".7' - 5"7' - 7"3' - 3"3' - 9"3' - 9"3' - 3".5' - 0"5' - 0".7' - 4"7' - 7"3' - 4"3' - 9"
12
'
-
2
"
4'
-
4
"
8'
-
1
1
"
10
'
-
3
"
2'
-
4
"
11
'
-
6
"
12
"
12
"
18
"
24
"
18
"
12
"
24
"
12
"
24
"
12
'
-
2
"
4'
-
4
"
8'
-
1
1
"
3'
-
1
"
7'
-
2
"
2'
-
4
"
11
'
-
6
"
1'
-
6
"
49
'
-
6
"
2'
-
0
"
3'
-
6
"
49
'
-
6
"
14
'
-
4
"
2'
-
6
"
7'
-
1
0
"
5'
-
1
0
"
48
"
x
3
4
"
Pa
n
3'
-
4
"
2'
-
4
"
2'
-
4
"
7'
-
2
"
6' - 7"3' - 8 1/2"3' - 10"7' - 0"
11
A B C D E F
MASTER
BEDROOM
14'-1" x 13'-6"
2
A5
1
667
MAKE UP NOOK
8 8
Linen
Furnace
LAUNDRY
6'-8" x 6'-8"
9
8
9 9
8
8
W.I.C
BEDROOM 2
10'-4" x 11'-0"BEDROOM 3
10'-6" x 11'-0"
7
14
'
-
1
0
"
2'
-
6
"
7'
-
1
0
"
5'
-
1
0
"
48
"
x
3
4
"
Pa
n
3'
-
4
"
2'
-
4
"
2'
-
4
"
7'
-
2
"
MAKE UP NOOK
88
Linen
7' - 0"3' - 7 1/2"4' - 0 1/2"6' - 7"
3' - 5"3' - 8 1/2"6' - 2 1/2"
6' - 1"3' - 8"3' - 5"
5'
-
1
"
7'
-
1
"
4'
-
4
"
6'
-
2
"
2'
-
9
"
3'
-
1
"
5'
-
1
"
7'
-
1
"
4'
-
4
"
6'
-
2
"
2'
-
9
"
3'
-
1
"
18
"
Furnace
LAUNDRY
6'-8" x 6'-8"
9
8
9 9
8
8
W.I.C
BEDROOM 2
10'-4" x 11'-0"BEDROOM 3
10'-6" x 11'-0"
7
14
'
-
1
0
"
2'
-
6
"
7'
-
1
0
"
5'
-
1
0
"
48
"
x
3
4
"
Pa
n
3'
-
4
"
2'
-
4
"
2'
-
4
"
7'
-
2
"
MAKE UP NOOK
88
Linen
7' - 0"3' - 7 1/2"4' - 0 1/2"6' - 7"
3' - 5"3' - 8 1/2"6' - 2 1/2"
5'
-
1
"
7'
-
1
"
4'
-
4
"
6'
-
2
"
2'
-
9
"
3'
-
1
"
Furnace
LAUNDRY
6'-8" x 6'-8"
9
8
9 9
8
8
W.I.C
BEDROOM 2
10'-4" x 11'-0"
BEDROOM 3
10'-6" x 11'-0"
7
14
'
-
1
0
"
2'
-
6
"
7'
-
1
0
"
5'
-
1
0
"
48
"
x
3
4
"
Pa
n
3'
-
4
"
2'
-
4
"
2'
-
4
"
7'
-
2
"
MAKE UP NOOK
88
Linen
7' - 0"3' - 6"4' - 0 1/2"6' - 7"
3' - 5"3' - 8"6' - 4 1/2"
5'
-
1
"
7'
-
1
"
4'
-
4
"
6'
-
2
"
2'
-
9
"
3'
-
1
"
888
13
'
-
6
"
14' - 0 1/2"
MASTER
BEDROOM
14'-1" x 13'-6"
MASTER
BEDROOM
14'-1" x 13'-6"
MASTER
BEDROOM
14'-1" x 13'-6"
Furnace
LAUNDRY
6'-8" x 6'-8"
9
8
99
8
8
8
W.I.C
BEDROOM 2
10'-4" x 11'-0"
BEDROOM 3
10'-6" x 11'-0"
7
14
'
-
4
"
2'
-
6
"
7'
-
1
0
"
5'
-
1
0
"
48
"
x
3
4
"
Pa
n
3'
-
4
"
2'
-
4
"
2'
-
4
"
7'
-
2
"
6' - 7"3' - 8 1/2"3' - 11 1/2"7' - 0"
MASTER
BEDROOM
14'-1" x 13'-6"
MAKE UP NOOK
8 8
Linen
6' - 2"3' - 8 1/2"3' - 5"
5'
-
1
"
7'
-
1
"
4'
-
4
"
6'
-
2
"
2'
-
9
"
3'
-
1
"
13
'
-
6
"
14' - 1 1/2"
Furnace
LAUNDRY
6'-8" x 6'-8"
9
8
99
8
8
8
W.I.C
BEDROOM 2
10'-4" x 11'-0"
BEDROOM 3
10'-6" x 11'-0"
7
14
'
-
4
"
2'
-
6
"
7'
-
1
0
"
5'
-
1
0
"
48
"
x
3
4
"
Pa
n
3'
-
4
"
2'
-
4
"
2'
-
4
"
7'
-
2
"
6' - 7"3' - 8 1/2"3' - 11 1/2"7' - 0"
MASTER
BEDROOM
14'-1" x 13'-6"
MAKE UP NOOK
8 8
Linen
6' - 2"3' - 8 1/2"3' - 5"
5'
-
1
"
7'
-
1
"
4'
-
4
"
6'
-
2
"
2'
-
9
"
3'
-
1
"
13
'
-
6
"
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
12/13/2024
.
.
.
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
Trent Yorgason
JACKNIFE VENTURES
1/4" = 1'-0"
A4PEBBLE CREEK TOWNHOMES REAR LOAD 22' 6PLEX
SKYLINE DRIVE IDAHO FALLS, ID
2ND FLOOR PLAN
Door Schedule
Door Type Type Count
1 192" x 96" GARAGE DOOR 6
2 3068 OBSCURED GLASS DOOR WITH 18 SIDE LITE 3
4 36" x 80" 3068 Front Door Half Glass 3
5 36" x 80" 3068 20min Fire Rated Self Closing 6
6 28" x 80" 2468 6
7 30" x 80" 2668 12
8 32" x 80" 2868 36
9 48" x 80" Double 2068 Closet 18
13 36" x 80" 6
Window Schedule
Type Mark Type Count
1 5050 Slider 20
2 6020 Slider w/ 6030 Fixed Above 1
3 4020 Fixed Tempered 3
4 3040 Fixed Tempered 3
6 4050 Fixed w/ 2050 Slider On Left 2
7 4050 Fixed w/ 2050 Slider On Right 1
8 4040 fixed w/ 2040 Slider on right w/ 6010 Fixed Above 1
9 4040 fixed w/ 2040 Slider on left w/ 6010 Fixed Above 1
UNIT BREAKDOWN
UNIT 1ST FLOOR 2ND FLOOR TOTAL SQFT # OF BEDS
A
B
C
D
E
F
3
3
3
3
3
3
GARAGE SF
483
1/4" = 1'-0"1 SECOND FLOOR
634 1052 1686
635 1053 1688
634 1052 1686
635 1053 1688
634 1052 1686
635 1053 1688
483
483
483
483
483
SMITH RANCH RD REXBURG, ID 83440
TRUSSES PER TRUSS
MANUFACTURER
2 CAR GARAGE
16" FLOOR TRUSSES
PER MANUFACTURER
4' OF INSULATION
PER IRC N1102.2.10
4' OF INSULATION
PER IRC N1102.2.10
12"x18" THICKENED
EDGE SLAB
BEDROOM 3 MASTER BEDROOM
LIVING ROOM
HALLWAY ABOVE STAIRS
4" SLAB ON GRADE
0'
-
8
"
4'
-
0
"
10
'
-
5
7
/
8
"
9'
-
1
1
/
8
"
(2) #4 REBAR HORIZ. CONT.(2) #4 REBAR HORIZ. CONT.
Sheet:
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1/4" = 1'-0"
A5
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UNIT BREAKDOWN
UNIT 1ST FLOOR 2ND FLOOR TOTAL SQFT # OF BEDS
A
B
C
D
E
F
3
3
3
3
3
3
GARAGE SF
483
634 1052 1686
635 1053 1688
1/4" = 1'-0"2 Section 2
634 1052 1686
635 1053 1688
634 1052 1686
635 1053 1688
483
483
483
483
483
8"
2HR FIRE WALL
CONTINUOUS TO ROOF
SHEATHING AT TRUSSES
TOE NAIL 16D NAILS @8" O.C.
5/8" TYPE X GYPSUM BOARD AT
THE UNDERSIDE OF THE ROOF
SHEATHING EXTENDING 4' EACH
SIDE OF COMMON WALL.
5/8" SHEET ROCK
5/8" SHEET ROCK
TRUSS
1" AIR GAP
TRUSS
5/8" SHEET ROCK
5/8" SHEET ROCK
5/8" SHEET ROCK
5/8" SHEET ROCK
2X4 WALL
1" AIR GAP
2X4 WALL
5/8" SHEET ROCK
5/8" SHEET ROCK
5/8" SHEET ROCK
5/8" SHEET ROCK
2X4 WALL
1" AIR GAP
2X4 WALL
5/8" SHEET ROCK
5/8" SHEET ROCK
2 HR FIREWALL CONTINUOUS DETAIL
8"
10 1/2"
5 1/4"5 1/4"
8"
FIRE ROCK
STUD
FIRE ROCK
5/8"
5/8"
3 1/2"
1"
3 1/2"
5/8"
5/8"
GA FILE NO. WP 3726 PROPRIETARY 2 HOUR FIRE 65 to 69 STC SOUND
GYPSUM WALLBOARD, WOOD STUDS, INSULATION
Fire Design:
Base layer 5/8″ proprietary type X gypsum wallboard applied parallel
or at right angles to each side of double row of 2 × 4 wood studs
24″ o.c. on separate plates 1″ apart with 1-1/4″ Type W screws
8″ o.c. Face layer 5/8″ type X gypsum wallboard applied parallel
or at right angles with 1-7/8″ Type W screws 8″ o.c. 3-1/2″ glass
fi ber insulation friction fi tted into the stud cavity on both rows.
(LOAD BEARING)
Sound Design:
Sound tested as constructed for fi re.
PROPRIETARY GYPSUM BOARD
American Gypsum Company LLC
− 5/8″ FireBloc® Type X Gypsum Board
Thickness: 10-1/2″ (Fire and Sound)
Approx. Weight:13 psf (Fire and Sound)
Fire Test: UL R14196, 4787239934, 12-23-15,
UL Design V324
Sound Test: NOAL 20-0205, 02-04-2020
2 HR FIRE WALL NOTES:
FIRE WALL MUST GO FROM END OF WALL TO END OF WALL
AND FROM FOUNDATION TO TOP ROOF SHEATIHING.
DRAFT STOPS MUST BE INSTALLED IN THE WALLS EVERY 10'
Floor System:
Interior Walls:
Exterior Walls:
Soffit System:
A
C
E
D
B
Roof System:
2018 IRC Code Section R801, R901
Architectural Grade, 25 year Asphalt Shingles R905
over #15 building felt
over 7/16" Ext. OSB roof sheeting
w/Clips & nailed 6" O.C.-Edges, 10" O.C.-field
over 5 & 8:12 Pitch Engineered Trusses @ 24" O.C.
(Framed According to Engineered Truss Layout)
with R-49 Blown in Attic Insulation
with 5/8" Sheet Rock on Interior Side
Taped Prep'd for Interior Finishes
Contractor to indicate 22"x30" Attic Access Location
2018 IRC Ice Protection Ice Barrier consisting of
2 layers of cemented under-layment and extend from the
eave's edge 24" min. from inside exterior wall
A
E
D
B
C2018 IRC Code R602, R608, R703
Siding and Faux Stone over Weather Resistive Barrier 7/16"
APA OSB & Nailing Pattern 6"-edge 12"-field
2x6 Stud framed @ 24" O.C. UNO
with (2) 2x6 Top Plates
with (1) 2x6 Bottom Plate
with min. R-21 Batt Insulation
with 1/2" Sheetrock Inside Occupancy separation between
between house, attic, and garage
Taped Prep'd for Interior Finishes
2018 IRC Code
2x6 Fascia Board
with style "D" Metal Drip Edge
with 3/8" Soffit Sheeting
with 3" Continuous Soffit Venting
with add'l 2x4 Support as Required
2018 IRC Code
2x4 Stud framed @ 24" O.C.
with (2) 2x4 Top Plates
with (1) 2x4 Bottom Plate
with 1/2" Sheetrock Both Sides
Taped Prep'd for Interior Finishes
2018 IRC Code Section R502, R503, R504
3/4" T&G OSB Sub-floor Glued & Nailed
over 16" Engineered Floor Trusses
Series, Placement, & O.C. Spacing as determined &
indicated on TJXpert Layout. (Version 6.0 or later)
connected to Rim Joist, spliced using gal. metal ties
not less than .058" x 1.5" wide
fastened w/6 16d nails ea. side
over 1/2" Sheetrock on Ceiling Side
Taped and Prep'd for Interior Finishes
GFoundation Wall System:
(*USE IN SEISMIC D ZONE-BONNEVILLE COUNTY)
2x6 Treated Sill Plate
over Foam Sill Sealer
with 1
2" Anchor Bolts @ 72" (*32") O.C. 10" Long, 7" Embedded
Max. 12" from all Corners or Splices
Concrete Wall Greater than 9' need to have an Architects or Engineer
Seal 8' & under (1) Horiz. Bar in top 12" and one at mid-height
8'-1" to 9' (1) Horiz. Bar in top 12" & one bar at each third point
Min. (2) Anchor Bolts per Sill Plate w/ nut & ROUND plate Washer
2 1/2 Ø x1
4" Min. For each Bolt (*3"x3"x1
4" SQUARE)
over Concrete Foundation wall Consistent w/ 2018 IRC R401-403
With Asphalt Emulsion on Exterior Side
over Continuous Concrete Footings
Consistent w/ 2018 IRC Section R106.1
over Undisturbed Soil
Stair System:
2018 IRC R302.7, 311.7.2, R311.7 R312.1.3
Eq. Stair Risers 7 3/4" Max. height, Eq. Stair Treads 10" Min. depth
over (3) 11.5" MIN. Stair Stringers bolted at bottom with P.T. 2x4 -3
places with 3" x 1
2" Ø bolt and top securely mounted to framing with
Simpson A35 Connector at Stairs
Stringer to Ledger or alternate approved connection.
with Cont. Handrail System mounted 36"above stair plane.
H
with a Min. 6'-8" Head Clearance above stair plane.
with all other Railing System to be min. 42" above FFL &
meet current building codes for vert. and horiz. loading.
Slate Spacing to no more than 4" sphere to pass thru.
12" Gypsum Board under stairs
2% Slope Max 1 to 48
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24"15"2"
2"39"38 1/2"
16
"
74
"
Sheet:
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1/2" = 1'-0"
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1/2" = 1'-0"2 KITCHEN FRIDGE WALL
25"20"30 1/2"20"25"1 1/2"
25"20"30 1/2"20"25"1 1/2"
34
1
/
2
"
19
1
/
2
"
36
"
1/2" = 1'-0"1 KITCHEN RANGE WALL
TRASH
1"19"36"24 1/2"
1/2"1"
1/2" = 1'-0"3 KITCHEN ISLAND
34
1
/
2
"
1 1/2"18"30"18"
34
1
/
2
"
24"15"15"24"1 1/2"
MIRROR
2 1/2"36"2 1/2"
1/2" = 1'-0"4 MAIN BATH VANITY
1/2" = 1'-0"5 MASTER VANITY
1/2" = 1'-0"6 MAKE UP NOOK
COAT HOOKS
SHELF
68
"
20
"
74"
1/2" = 1'-0"8 BENCH LOCKER INTERIOR UNITS
SHELVES
SHELVES
1/2" = 1'-0"9 LAUNDRY ROOM
SM
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