HomeMy WebLinkAboutPLAN - 23-00756 - Pebble Creek Townhomes - 6 Plex - Bldg 3Sh
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R i g h t H a n d P l a n
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These Plans follow the 2018 IRC Codes
Permitting and Inspections Section
106,107,108, & 109
1. For a permit you will need 2 sets of the
following: House plans, Floor Layout, Truss
Details, Rescheck, Heat Loss Analysis, and
Engineer Stamp (if needed).
2. Review entire set of plans including the
above described with owner/contractor.
3. This drawing is drawn by an AutoCad
Design Specialist not an Architect. All Details
should be looked over and approved by
contractor before construction begins.
Sundance Drafting and Design is not liable for
construction mistakes.
4. NOTE: This drawing is not to be
duplicated without written or verbal
consent by Tiffany Stoddart.
5. Sundance Drafting and Design tries to
provide the most accurate information for your
house design as possible, if design
information is not provided correctly Sundance
is not liable.
Many factors occur in construction during
the building process that change the continuity
of this drawing. Due to these factors if the
plan is not followed or changes occur after the
final print has been given, Sundance Drafting
and Design is not liable for those items.
Read through all pages provided.
6. Review all the notations and labels on each
page. Engineering supersedes all drafting
notations. Labeling by County or City
Inspectors have to be followed.
Footing, Foundation, Rebar, and Shear walls
are specified and have to be followed.
Floor Layouts and Truss Details are separate
from these pages but need to be kept
together and followed.
7. If any problems with the plans, please
notify Sundance Drafting and Design.
8. Under no circumstances will Sundance
Drafting and Design be liable in any way for
any claims, damages, losses, expenses,
costs or liabilities whatsoever resulting or
arising directly or indirectly from your use of
the house plans.
9. We will have email confirmation at the end
of permit stage-finals that the client/contractor
has looked through these pages and agrees
that all discussed between Client/Contractor
and Sundance Drafting and Design is noted
and correct.
GENERAL NOTES:
Copyright Sundance Drafing & Design
2021 All right reserved
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. 716" 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
IBWP 5_________
APA SIMPLIFIED WALL BRACING
REQUIRED BY CITY OF AMMON
IBWP 5-Interior Braced Wall Method 5
1/2" min. Gypsum See plan for length
2 studs spaced 24" apart, blocked
Screwed @7"/7" w/1" Drywall Screws
All Vert Joints occur over stud
All Hori. Joints blocked w/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
(length?)
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
(IF APPLICABLE)
(1) #4 Rebar
Horiz. Cont.
Gravel
Undisturbed Soil
Wood Foundation
Heated Room
Garage
Mono Pour for Inside Garage
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
2'
-
6
"
10"1'
-
4
"
Brick Detail at Garage
4'
Nailing or Screws
7" O.C. Max
Horiz. & Vert.
Blocks at
Drywall Joints
for 7" O.C.
Screws of Nails
Drywall is shown cutaway
Overlapped Double Plate
2x6 Exterior wall
@16"O.C. with
7/16" Waferboard
Drywall & Waterboard
not Shown for clarity
2x4 Interior Wall
@16" O.C.
4'x8'
Shear Panel
on Both Sides4'
8'x8'
Shear Panel
on Single Side
48
.
5
"
t
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IBWP 3
Interior Braced Wall Panel IBWP
2018 IRC Section 602.10.1
BWP 3-Interior Braced Wall Method 3
(IRC R602.10)
2x4 Studs @ 16" O.C. w/7/16" OSB
Nailed 5" O.C. and 10" Field
IBWP 5-Interior Braced Wall Method 5
1/2" min. Gypsum board 48" length
applied to both sides OR 96" to one side
covering 3 studs spaced 16" or
2 studs spaced 24" apart, blocked
Screwed @7"/7" w/1" Drywall Screws
All Vert Joints occur over stud
All Hori. Joints blocked w/2x4 blocking
Braced Wall Panel BWP
3' Braced Walls at each strap with
7/16" OSB one side, blocked in all joints
Nailed @ 6"/12" w/ 8d or
Stapled @ 4"/8" w 16 ga.
All joints must occur over raming member
6" at edge
12" in field
4'
8d @ 12"
O.C. in field
8d Nails @ 6"
O.C. @ edge
Braced Wall Panel Detail
BWP
IBWP 5
All exterior wall are braced walls.
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
THRU
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2X P.
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(2) 1/
2
"
x
5
1
/
2
"
AN CONNECTION
PER PLAN
P.T. BLOCKING
PER PLAN
P.T. BEAM
P.T. POST OR WALL
2X6 P.T. TOP RAIL
@ 5 3/8"O.C.
2X2 P.T. PICKETS
1X4 P.T. EACH SIDE
4X4 P.T
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2X4 P.T
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36
"
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4"
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INTO RIM JST. @ 16" O.C.
THROUGH P.T. LEDGER
5/8"x5" LAG SCREWS
1X4 P.T
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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
Day Light Basement
3' Foundation Wall with
earth backfill @ 2'-6"
2'
6'
3'
8'
-
1
1
/
2
"
(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
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
11" Min Run on
Conc. Step into house
Max Rise 7 3/4"
Concrete Steps into House
B-B
1'
-
0
1
/
2
"
5'
-
9
1
/
2
"
3'
-
4
"
8"
A-A
1'
-
0
1
/
2
"
A A
22" LAP
(Typ)
22
"
L
A
P
(T
Y
P
)
#4 @ 2'-0" O.C. E. W.
23/32 APA Rated Sheathing
W/ Tar Paper Between
Sheathing and Concrete
Tar Paper
2x Pressure
Treated Rim
(Match Floor
Joist Depth)
#4 @ 2'-0" O.C.
24
2x4 Pressure
Treated Sill
Plate W/1/2"
Dia.
Anchor Bolts
@ 4'-0" O.C.
Wall Framing
(By Others)
Floor Framing
(By Others)
1 1/4" (Min.)
Eng Rim Joist
Foundation Wall
(By Others)
Floor Joist (See Table)
2x Ledger W/Simpson
1/4" SDS Screws
(Match Floor Joist Depth)
(See Table)
Simpson LUS Joist
Hanger W/ SD Screws
@ Each Joist
Span (See Table)
Slope
Cold Storage Detail
Span (See table)
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GENERAL STRUCTURAL NOTES
A. CODES AND SPECIFICATIONS
1.International Building Code (IRC) - 2018 Edition
2.ACI 318-11 Building Code Requirements for
Reinforced Concrete
3.ANSI/AF&PA National Design Specifications
(NDS) & Suppl. for Wood Const. -2018 Edition
4.ASCE 7-10 Min. Design Loads for Buildings and
other Structures
B. DESIGN LOADS UNIFORM (PSF)
1.Floor Loads Uniform
a. Deck Live = 100
C. MATERIALS
1. Dimensional Lumber #2 Douglas Fir
2. Concrete fc Slab 4000 PSi
3. Reinforcing Steel ASTM A615 - Grade 60
4. Anchor Bolts A36/F1554 GRADE 36
4" Concrete Deck Table
Span Joist Size Joist
Spacing
SDS 1/4 x 3 1/2
Screw Spacing
4'-0"2x4 16" O.C.8" O.C.
6'-0"2x6 16" O.C.5" O.C.
8'-0"2x8 16" O.C.4" O.C.
6" Concrete Deck Table
Span Joist Size Joist
Spacing
SDS 1/4 x 3 1/2
Screw Spacing
4'-0"2x4 16" O.C.7" O.C.
6'-0"2x6 16" O.C.4 1/2" O.C.
8'-0"2x8 12" O.C.3" O.C.
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
Rim Down Joist Detail
B B
2'
-
6
"
6"
M
i
n
A-A B-B
Stepping
Conc.
Daylight Stepping and Walkout Foundation
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
(USE IF APPLICABLE)
(USE IF APPLICABLE)(USE IF APPLICABLE)
(USE IF APPLICABLE)
OR
Deck Detail
(USE IF APPLICABLE)
(USE IF APPLICABLE)
(USE IF APPLICABLE)(USE IF APPLICABLE)
(USE IF APPLICABLE)
2'
-
6
"
8"1'
-
4
"
Rock Detail at Garage
(USE IF APPLICABLE)
General Notes & 2018 IRC Codes
t H a n
12
/
2
8
/
2
0
2
2
18
1
8
72
7
13
5
2
4
43
6
2
65
4
6
26
1
6
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7
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2
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2
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3/
1
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2
0
2
3
....
3/
9
/
2
0
2
3
17
3
0
68
8
10
4
2
42
5
10
3
8
0
41
2
8
62
5
2
25
5
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7
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3
4
16
6
7
66
3
10
0
4
41
0
10
0
0
2
39
7
8
60
2
4
24
6
0
9/
2
7
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2
0
2
3
10
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4
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2
0
2
3
93
1
2
41
2
4
51
8
8
.
SQUARE FOOTAGE:
UNIT A TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
UNIT B TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1516
667
849
223
UNIT C TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1534
674
860
239
UNIT D TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT E TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT F TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
1516
667
849
223
1534
674
860
239
10
/
9
/
2
0
2
3
10
/
1
1
/
2
0
2
3
12
'
-
0
"
16
'
-
0
"
ABCDEF
W5W4W4W5
W12W12
W10
W6
W6W14W10 W11
W13
W11
W6
W6 W14
W13
W12
W12
D5 D5D5D8D5
D8
D8
D8
BLACK METAL TRIM AROUND WINDOWSBLACK METAL TRIM AROUND WINDOWS
FIRST FLOOR
0' -0"
SECOND FLOOR
10' -5"
Roof
18' -5"
1'
-
6
"
4'
-
0
"
5'
-
5
"
6'
-
0
"
1'
-
6
"
A B C D E F
W1 W1
W7 W7W8W8W8W8W8W8W8W8W8W8
W3 W3W2 W2
D6D7D6D1D6D6D7D6D6D1
3'
-
1
0
"
W15
W9
D1
W9
W15
W9
D1
W9
2
4
4
33
2 3
3
22
3
3 2
4
4
33
A B C D E F
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
10/11/2023
.
.
.
.
.
.
9312
4124
5188
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.As indicated
A1PEBBLE CREEK -Front Load 6Plex
Rexburg, Idaho
ELEVATIONS
Summit Building Group
1/8" = 1'-0"2 BACK
3/16" = 1'-0"1 FRONT
1/8" = 1'-0"3 SIDE F
1/8" = 1'-0"4 SIDE A
5 ROOF PLAN
SQUARE FOOTAGE:
UNIT A TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
UNIT B TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1516
667
849
223
UNIT C TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1534
674
860
239
UNIT D TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT E TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT F TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
1516
667
849
223
1534
674
860
239
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
10/11/2023
.
.
.
.
.
.
9312
4124
5188
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.
A1.1PEBBLE CREEK -Front Load 6Plex
Rexburg, Idaho
ELEVATIONS 3D
Summit Building Group
1 BACK
2 FRONT
3 LEFT 4 RIGHT
4' - 0"8' - 0"6' - 0"12' - 0"12' - 0"4' - 6"9' - 10"8' - 0"5' - 8"12' - 0"12' - 0"5' - 8"8' - 0"9' - 10"4' - 6"12' - 0"12' - 0"6' - 0"8' - 0"4' - 0"
30' - 0"26' - 0"26' - 0"26' - 0"26' - 0"30' - 0"
4' - 0"15' - 7"10' - 9"25' - 4"11' - 4"15' - 0"15' - 0"11' - 4"25' - 4"10' - 9"15' - 7"4' - 0"
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
CONDITIONED CRAWL SPACE
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
18"
8"
24
"
12
"
6" TYP. U.N.O.
18" TYP. U.N.O.
18"
18"18"18"18"18"
18"
8"
18"
8"
18"
8"
18"
8"
6" X 48" CONC. STEM WALLS
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
7' - 9"7' - 9"7' - 9"7' - 9"
5' - 5"5' - 5"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
CONDITIONED CRAWL SPACE
6" X 48" CONC. STEM WALLS
CONDITIONED CRAWL SPACE
6" X 48" CONC. STEM WALLS
CONDITIONED CRAWL SPACE
6" X 48" CONC. STEM WALLS
CONDITIONED CRAWL SPACE
6" X 48" CONC. STEM WALLS
CONDITIONED CRAWL SPACE
6" X 48" CONC. STEM WALLS
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
164' - 0"
13' - 8"11' - 6"11' - 6"13' - 10"13' - 10"11' - 6"11' - 6"13' - 10"13' - 10"11' - 6"11' - 6"13' - 8"
164' - 0"
30' - 0"26' - 0"26' - 0"26' - 0"26' - 0"30' - 0"
11' - 8"0' - 8"11' - 8"11' - 8"0' - 8"11' - 8"11' - 8"0' - 8"11' - 8"
5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"
6"6"6"6"6"6"
6"
42
'
-
0
"
4'
-
0
"
25
'
-
0
"
8'
-
6
"
2'
-
0
"
1'
-
6
"
12
"
12
"
6"
4'
-
0
"
24
"
18
"
5'
-
0
"
5'
-
0
"
18
"
2'
-
6
"
24
"
2'
-
6
"
4'
-
0
"
12
"
12
"
6"24
"
12
"
42
'
-
0
"
4'
-
0
"
25
'
-
0
"
8'
-
6
"
2'
-
0
"
1'
-
6
"
18
"
30
"
12
"
12
"
30
"
18
"
A B C D E F
15
'
-
0
"
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
10/11/2023
.
.
.
.
.
.
9312
4124
5188
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.3/16" = 1'-0"
A2PEBBLE CREEK -Front Load 6Plex
Rexburg, Idaho
FOUNDATION PLAN ALL
Summit Building Group
3/16" = 1'-0"1 A2 FOUNDATION ALL
SQUARE FOOTAGE:
UNIT A TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
UNIT B TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1516
667
849
223
UNIT C TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1534
674
860
239
UNIT D TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT E TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT F TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
1516
667
849
223
1534
674
860
239
A B C D E F
4' - 0"8' - 0"6' - 0"12' - 0"12' - 0"4' - 6"9' - 10"8' - 0"5' - 8"12' - 0"
30' - 0"26' - 0"26' - 0"
4' - 0"15' - 7"10' - 9"25' - 4"11' - 4"15' - 0"
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
CONDITIONED CRAWL SPACE
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
24
"
12
"
18"
6" X 48" CONC. STEM WALLS
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
7' - 9"7' - 9"
5' - 5"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
CONDITIONED CRAWL SPACE
6" X 48" CONC. STEM WALLS
CONDITIONED CRAWL SPACE
6" X 48" CONC. STEM WALLS
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
82' - 0"
13' - 8"11' - 6"11' - 6"13' - 10"13' - 10"11' - 6"
82' - 0"
30' - 0"26' - 0"26' - 0"
11' - 8"0' - 8"11' - 8"11' - 8"0' - 8"
5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"
5'
-
0
"
18
"
24
"
2'
-
6
"
4'
-
0
"
12
"
12
"
6"
42
'
-
0
"
25
'
-
0
"
8'
-
6
"
2'
-
0
"
1'
-
6
"
18
"
30
"
12
"
21
'
-
0
"
16
'
-
0
"
20
'
-
6
"
16
'
-
0
"
16
'
-
0
"
22
'
-
0
"
A B C
PF
PF PF PF PF PF PF
WF
1
8
/
W
2
WF18 / W1
WF18 / W1
WF18 / W1
WF
1
8
/
W
1
WF18 / W1
WF18 / W1
WF18 / W1
WF
1
8
/
W
1
WF
1
8
/
W
1
WF
1
8
/
W
1
WF18 / W1
WF18 / W1 WF18 / W1
WF
1
8
/
W
2
WF18 / W1
WF18 / W1
WF18 / W1
WF
1
8
/
W
1
WF
1
8
/
W
1
WF18 / W1
WF
1
8
WF
1
8
WF
1
8
WF
1
8
/
W
2
4'
-
0
"
37
'
-
0
"
D
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
10/11/2023
.
.
.
.
.
.
9312
4124
5188
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.As indicated
A2.1PEBBLE CREEK -Front Load 6Plex
Rexburg, Idaho
FOUNDATION A, B, C
Author
1/4" = 1'-0"1 FOUNDATION A,B,C
SQUARE FOOTAGE:
UNIT A TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
UNIT B TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1516
667
849
223
UNIT C TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1534
674
860
239
UNIT D TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT E TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT F TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
1516
667
849
223
1534
674
860
239
A B C D E F
12' - 0"5' - 8"8' - 0"9' - 10"4' - 6"12' - 0"12' - 0"6' - 0"8' - 0"4' - 0"
26' - 0"26' - 0"30' - 0"
15' - 0"11' - 4"25' - 4"10' - 9"15' - 7"4' - 0"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
7' - 9"7' - 9"
5' - 5"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
3'
-
0
"
1'
-
1
"
CONDITIONED CRAWL SPACE
6" X 48" CONC. STEM WALLS
CONDITIONED CRAWL SPACE
6" X 48" CONC. STEM WALLS
CONDITIONED CRAWL SPACE
6" X 48" CONC. STEM WALLS
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
CUT FOR 8' GARAGE DOOR
WITH REQ. BLOCKING
SINGLE CAR GARAGE
4" CONCRETE SLAB
SLOPE CONC. FLOOR
DRAIN TO
GARAGE DOOR
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
FRAMED 2X4 KNEE WALL
TO SUPPORT THE
FLOOR JOISTS
SEE SHEET A5:4
82' - 0"
11' - 6"13' - 10"13' - 10"11' - 6"11' - 6"13' - 8"
82' - 0"
26' - 0"26' - 0"30' - 0"
0' - 8"11' - 8"11' - 8"0' - 8"11' - 8"
5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"5' - 7"
42
'
-
0
"
25
'
-
0
"
8'
-
6
"
2'
-
0
"
1'
-
6
"
12
"
12
"
6"
4'
-
0
"
24
"
18
"
5'
-
0
"
2'
-
6
"
24
"
12
"
12
"
30
"
18
"
16
'
-
0
"
22
'
-
0
"
16
'
-
0
"
20
'
-
6
"
16
'
-
0
"
21
'
-
0
"
D E F
PF PF PF PF PF PF
PF
WF18 / W1 WF18 / W1
WF18 / W1
WF
1
8
/
W
2
WF
1
8
/
W
2
WF
1
8
/
W
2
WF18 / W1
WF18 / W1
WF18 / W1
WF18 / W1
WF18 / W1
WF18 / W1
WF18 / W1
WF
1
8
/
W
1
WF18 / W1
WF18 / W1
WF18 / W1
WF
1
8
/
W
1
WF
1
8
/
W
1
WF
1
8
/
W
1
WF
1
8
/
W
1
WF
1
8
/
W
1
WF
1
8
WF
1
8
WF
1
8
4'
-
0
"
37
'
-
0
"
C
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
10/11/2023
.
.
.
.
.
.
9312
4124
5188
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.As indicated
A2.2PEBBLE CREEK -Front Load 6Plex
Rexburg, Idaho
FOUNDATION D, E, F
Author
1/4" = 1'-0"2 FOUNDATION D,E,F
SQUARE FOOTAGE:
UNIT A TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
UNIT B TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1516
667
849
223
UNIT C TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1534
674
860
239
UNIT D TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT E TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT F TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
1516
667
849
223
1534
674
860
239
Re
f
r
i
g
e
r
a
t
o
r
DW
Re
f
r
i
g
e
r
a
t
o
r
DW
Re
f
r
i
g
e
r
a
t
o
r
DW
Re
f
r
i
g
e
r
a
t
o
r
DW
Re
f
r
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e
r
a
t
o
r
DW
Re
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o
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DW
UP
UP
UPUP
UP
UP
4'
-
0
"
35
'
-
6
"
1'
-
6
"
42
'
-
0
"
30' - 0"26' - 0"26' - 0"26' - 0"26' - 0"30' - 0"
Storage
30' - 0"26' - 0"26' - 0"26' - 0"26' - 0"30' - 0"
4' - 0"14' - 0"12' - 0"12' - 0"14' - 0"14' - 0"12' - 0"12' - 0"14' - 0"14' - 0"12' - 0"12' - 0"14' - 0"4' - 0"
Bench Locker
4' - 0"15' - 1"10' - 11"14' - 2"11' - 10"11' - 0"15' - 0"15' - 0"11' - 0"11' - 10"14' - 2"10' - 11"15' - 1"4' - 0"
Storage
Bench Locker
Storage
Bench Locker
20
'
-
6
"
21
'
-
0
"
22
'
-
0
"
4'
-
0
"
35
'
-
6
"
1'
-
6
"
Pantry
Storage
Bench Locker
14
'
-
1
0
"
10
'
-
2
"
8'
-
6
"
2'
-
0
"
Storage
Bench Locker
Storage
Bench Locker
20
'
-
6
"
21
'
-
0
"
22
'
-
0
"
12
"
4'
-
0
"
5'
-
0
"
5'
-
0
"
2'
-
0
"
4'
-
0
"
12
"
9'
-
8
"
9'
-
0
"
12
'
-
1
0
"
2'
-
6
"
4' - 6"9' - 6"
12
"
8' - 4"5' - 8"
1'
-
6
"
5' - 8"8' - 4"
1'
-
6
"
2'
-
6
"
2'
-
0
"
9' - 6"4' - 6"
306818"
Obscured Glass
306818"
Obscured Glass
12
"
2'
-
6
"
18
"
2'
-
6
"
14
'
-
1
0
"
10
'
-
2
"
8'
-
6
"
2'
-
0
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
6"
12
"
6"
18
"
12
"
4'
-
3
"
4'
-
3
"
5'
-
6
"
4'
-
3
"
4'
-
3
"
5'
-
6
"
12
'
-
4
"
11
'
-
0
"
12
'
-
4
"
10
'
-
6
"
12
'
-
4
"
10
'
-
6
"
12
'
-
4
"
11
'
-
0
"
42
'
-
0
"
164' - 0"
164' - 0"
2' - 0"4' - 0"3' - 0"5' - 4 1/2"6' - 11"
Pantry Shelves
Pantry
Pantry Shelves Pantry
Pantry Shelves
Pantry
Pantry Shelves
Pantry
Pantry Shelves
Pantry
Pantry Shelves
5' - 4"5' - 5"
6' - 11"
5' - 5"5' - 4"
4' - 11 1/2"3' - 0"3' - 10"2' - 0"
Pe
d
e
s
t
a
l
S
i
n
k
Pe
d
e
s
t
a
l
S
i
n
k
Pe
d
e
s
t
a
l
S
i
n
k
Pe
d
e
s
t
a
l
S
i
n
k
Pe
d
e
s
t
a
l
S
i
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k
Pe
d
e
s
t
a
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S
i
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k
2' - 0"3' - 10"3' - 0"4' - 11 1/2"
5' - 5"5' - 4"
6' - 11"
4'
-
0
"
5'
-
7
"
4'
-
0
"
5'
-
7
"
4'
-
0
"
5'
-
7
"
4'
-
0
"
5'
-
7
"
4'
-
0
"
5'
-
7
"
4'
-
0
"
5'
-
7
"
5' - 4"5' - 5"
4' - 11 1/2"3' - 0"3' - 10"2' - 0"
6' - 11"
6' - 11"
5' - 5"5' - 4"
2' - 0"3' - 10"3' - 0"4' - 11 1/2"
5' - 4"5' - 5"
6' - 11"5' - 4 1/2"3' - 0"4' - 0"2' - 0"
2868
2868
2868 2868
2868
2868
2668
2668
2668 2668
2668
2668
3068
3068
3068 3068
3068
3068
30683068
30
6
8
18
"
Ob
s
c
u
r
e
d
G
l
a
s
s
30
6
8
18
"
Ob
s
c
u
r
e
d
G
l
a
s
s
3068 3068
A B C D E F
1
A5
15
'
-
2
"
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
10/11/2023
.
.
.
.
.
.
9312
4124
5188
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.3/16" = 1'-0"
A3PEBBLE CREEK -Front Load 6Plex
Rexburg, Idaho
FIRST FLOOR PLAN ALL
Author
3/16" = 1'-0"1 A3 FIRST FLOOR ALL
SQUARE FOOTAGE:
UNIT A TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
UNIT B TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1516
667
849
223
UNIT C TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1534
674
860
239
UNIT D TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT E TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT F TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
1516
667
849
223
1534
674
860
239
UP
Re
f
r
i
g
e
r
a
t
o
r
UP
DW
Re
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g
e
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a
t
o
r
UP
DW
Re
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e
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o
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DW
A B C D E F
26' - 0"26' - 0"30' - 0"
26' - 0"26' - 0"30' - 0"
12' - 0"14' - 0"14' - 0"12' - 0"12' - 0"14' - 0"4' - 0"
15' - 0"11' - 0"11' - 10"14' - 2"10' - 11"15' - 1"4' - 0"
37
'
-
0
"
Storage
Bench Locker
25
'
-
0
"
8'
-
6
"
2'
-
0
"
1'
-
6
"
Storage
Bench Locker
Storage
Bench Locker
20
'
-
6
"
21
'
-
0
"
22
'
-
0
"
5'
-
0
"
2'
-
0
"
4'
-
0
"
12
"
9'
-
8
"
9'
-
0
"
12
'
-
1
0
"
2'
-
6
"
4' - 6"9' - 6"8' - 4"5' - 8"
1'
-
6
"
306818"
Obscured Glass
2'
-
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
6"
12
"
18
"
12
"
4'
-
3
"
4'
-
3
"
5'
-
6
"
19
'
-
6
"
12
'
-
4
"
11
'
-
0
"
12
'
-
4
"
10
'
-
6
"
42
'
-
0
"
82' - 0"
82' - 0"
2' - 0"4' - 0"3' - 0"5' - 4 1/2"6' - 11"
Pantry Shelves
Pantry Shelves
Pantry Shelves
5' - 4"5' - 5"
6' - 11"
5' - 5"5' - 4"
4' - 11 1/2"3' - 0"3' - 10"2' - 0"
Pe
d
e
s
t
a
l
S
i
n
k
Pe
d
e
s
t
a
l
S
i
n
k
Pe
d
e
s
t
a
l
S
i
n
k
2' - 0"3' - 10"3' - 0"4' - 11 1/2"
5' - 5"5' - 4"
6' - 11"
4'
-
0
"
5'
-
7
"
2'
-
4
"
3'
-
9
"
4'
-
0
"
5'
-
7
"
2'
-
4
"
3'
-
9
"
4'
-
0
"
5'
-
7
"
2'
-
4
"
3'
-
9
"
30
6
8
18
"
Ob
s
c
u
r
e
d
G
l
a
s
s
A B C
1 Car Garage
1hr Firewall Construction
NO PENETRATIONS
Pantry
Living Room
Kitchen
14'-4" x 15'-2"
9' Flat Ceiling
13'-8" x 10'-1"
9' Flat Ceiling
.
2 Hour Common Wall
Construction Goes to
the Exterior Wall See
Sheet A5 for Detail
8X7 OH Garage Door
1hr Firewall Construction
NO PENETRATIONS
1 Car Garage
8X7 OH Garage Door
.
2 Hour Common Wall
Construction Goes to
the Exterior Wall See
Sheet A5 for Detail
1hr Firewall Construction
NO PENETRATIONS
Living Room
14'-6" x 10'-8"
9' Flat Ceiling
Kitchen
13'-9" x 12'-4"
9' Flat Ceiling
Dining
8'-7" x 11'-0"
9' Flat Ceiling
Living Room
14'-6" x 11'-8"
9' Flat Ceiling
Kitchen
13'-9" x 12'-4"
9' Flat Ceiling
Dining
8'-7" x 11'-0"
9' Flat Ceiling
Pantry
Pantry
1 Car Garage
8X7 OH Garage DoorW1
W3
W2
W15
W5
W4
W6
D2
D4
D3
D4
D6
D5
D7
D2
D4
D3
D4
D6
D5
D2
D4
D3
D4
D6
D8
D1
D1
1
A5
5' - 5"6' - 6"3' - 2"
7' - 2"4' - 8"5' - 6"5' - 6"
18
"
18
"
18
"
37
"
40
"
30
"
41
"
24
"
24"18 1/2"33"25"
Dining
13'-8" x 9'-3"
9' Flat Ceiling
9'
-
0
"
10
'
-
2
"
9'
-
0
"
9'
-
8
"
4'
-
1
"
6'
-
0
"
TRASH
TRASH
TRASH
MI
C
R
O
W
A
V
E
4'
-
0
"
4' - 11"4' - 7"4' - 2"4' - 2"
4' - 0"
52 7/16"51 1/16"
D
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
10/11/2023
.
.
.
.
.
.
9312
4124
5188
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.As indicated
A3.1PEBBLE CREEK -Front Load 6Plex
Rexburg, Idaho
FIRST FLOOR A, B, C
Author
1/4" = 1'-0"2 1ST FLOOR A,B,C
Window Schedule
Type Mark Type Count
W1 3040 CASEMENT 3020 transom W/2060 SIDELIGHT 2
W2 3060 CASEMENT W/2060 SIDELIGHT 2
W3 3040 FIXED OVER 3020 AWNING 2
W4 5040 SLIDER 2
W5 30310 SINGLE HUNG 2
W6 XOX 2050, 3050, 2050 4
W7 3040 CASEMENT W/2040 SIDELIGHT 2
W8 2640 CASEMENT W/2040 SIDELIGHT 10
W9 2070 FIXED W/ MULLIONS AT 5' 6
W10 3050 CASEMENT 3020 TRANSOM 2050 FIX 2020 TRANSOM 2
W11 DOUBLE 3050 SH 2
W12 6020 FIXED 4
W13 2060 FIXED 2
W14 2050 FIXED 2
W15 5060 SLIDER 2
Door Schedule
Type Mark Type Count
1 3068 OBSCURED GLASS DOOR WITH 18 SIDE LITE 4
2 3068-20min Fire Rated Self Closing 6
3 2668 6
4 2868 42
5 5668 4
6 8070 GARAGE 6
7 3068 FRONT DOOR 2
8 3068 GLASS 3 PANNEL 4
9 DOUBLE 2668 24
10 2468 6
11 3068 OPENING 6
SQUARE FOOTAGE:
UNIT A TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
UNIT B TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1516
667
849
223
UNIT C TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1534
674
860
239
UNIT D TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT E TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT F TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
1516
667
849
223
1534
674
860
239
SQUARE FOOTAGE:
UNIT A TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
UNIT B TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1516
667
849
223
UNIT C TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1534
674
860
239
UNIT D TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT E TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT F TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
1516
667
849
223
1534
674
860
239
UP
Re
f
r
i
g
e
r
a
t
o
r
UP
DW
Re
f
r
i
g
e
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a
t
o
r
UP
DW
Re
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i
g
e
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o
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DW
A B C D E F
C
37
'
-
0
"
42
'
-
0
"
30' - 0"26' - 0"26' - 0"
Storage
30' - 0"26' - 0"26' - 0"
4' - 0"14' - 0"12' - 0"12' - 0"14' - 0"14' - 0"12' - 0"
Bench Locker
4' - 0"15' - 1"10' - 11"14' - 2"11' - 10"11' - 0"15' - 0"
Storage
Bench Locker
Storage
Bench Locker
20
'
-
6
"
21
'
-
0
"
22
'
-
0
"
12
"
4'
-
0
"
5'
-
0
"
12
"
5' - 8"8' - 4"
1'
-
6
"
2'
-
6
"
2'
-
0
"
9' - 6"4' - 6"
12
"
18
"
2'
-
6
"
25
'
-
0
"
8'
-
6
"
2'
-
0
"
1'
-
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
Cr
a
w
l
s
p
a
c
e
E
n
t
r
a
n
c
e
30
"
x
3
6
"
6"
4'
-
3
"
4'
-
3
"
5'
-
6
"
19
'
-
6
"
12
'
-
4
"
10
'
-
6
"
12
'
-
4
"
11
'
-
0
"
82' - 0"
82' - 0"
Pantry Shelves
Pantry Shelves
Pantry Shelves
Pe
d
e
s
t
a
l
S
i
n
k
Pe
d
e
s
t
a
l
S
i
n
k
Pe
d
e
s
t
a
l
S
i
n
k
4'
-
0
"
5'
-
7
"
2'
-
4
"
3'
-
9
"
4'
-
0
"
5'
-
7
"
2'
-
4
"
3'
-
9
"
4'
-
0
"
5'
-
7
"
2'
-
4
"
3'
-
9
"
5' - 4"5' - 5"
4' - 11 1/2"3' - 0"3' - 10"2' - 0"
6' - 11"
6' - 11"
5' - 5"5' - 4"
2' - 0"3' - 10"3' - 0"4' - 11 1/2"
5' - 4"5' - 5"
6' - 11"5' - 4 1/2"3' - 0"4' - 0"2' - 0"
30
6
8
18
"
Ob
s
c
u
r
e
d
G
l
a
s
s
D E F
.
2 Hour Common Wall
Construction Goes to
the Exterior Wall See
Sheet A5 for Detail
.
2 Hour Common Wall
Construction Goes to
the Exterior Wall See
Sheet A5 for Detail
1 Car Garage
1hr Firewall Construction
NO PENETRATIONS
Pantry
Living Room
Kitchen
14'-4" x 15'-2"
9' Flat Ceiling
13'-8" x 10'-1"
9' Flat Ceiling
Dining
13'-8" x 9'-3"
9' Flat Ceiling
8X7 OH Garage Door
1hr Firewall Construction
NO PENETRATIONS
1 Car Garage
8X7 OH Garage Door
1hr Firewall Construction
NO PENETRATIONS
Living Room
14'-6" x 10'-8"
9' Flat Ceiling
Kitchen
13'-9" x 12'-4"
9' Flat Ceiling
Dining
8'-7" x 11'-0"
9' Flat Ceiling
Living Room
14'-6" x 11'-8"
9' Flat Ceiling
Kitchen
13'-9" x 12'-4"
9' Flat Ceiling
Dining
8'-7" x 11'-0"
9' Flat Ceiling
Pantry
Pantry
1 Car Garage
8X7 OH Garage Door W1
W3
W2
W4
W5
W15
W6
D2
D4
D3
D4
D6
D7
D2
D4
D3
D4
D6
D5
D1
D2
D4
D3
D4
D6
D5D8
D1
3068 18"
Obscured Glass
3' - 2"6' - 6"5' - 5"
5' - 6"5' - 6"4' - 8"7' - 2"
18
"
18
"
18
"
37
"
40
"
30
"
41
"
24
"
25"33"18 1/2"24"
4'
-
1
"
6'
-
0
"
9'
-
0
"
9'
-
8
"
9'
-
0
"
10
'
-
2
"
TRASH
TRASH
TRASH
MI
C
R
O
W
A
V
E
4'
-
0
"
4' - 2"4' - 2"4' - 7"4' - 11"
4' - 0"
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
10/11/2023
.
.
.
.
.
.
9312
4124
5188
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.As indicated
A3.2PEBBLE CREEK -Front Load 6Plex
Rexburg, Idaho
FIRST FLOOR D, E, F
Author
1/4" = 1'-0"2 1ST FLOOR D,E,F
SQUARE FOOTAGE:
UNIT A TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
UNIT B TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1516
667
849
223
UNIT C TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1534
674
860
239
UNIT D TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT E TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT F TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
1516
667
849
223
1534
674
860
239
Window Schedule
Type Mark Type Count
W1 3040 CASEMENT 3020 transom W/2060 SIDELIGHT 2
W2 3060 CASEMENT W/2060 SIDELIGHT 2
W3 3040 FIXED OVER 3020 AWNING 2
W4 5040 SLIDER 2
W5 30310 SINGLE HUNG 2
W6 XOX 2050, 3050, 2050 4
W7 3040 CASEMENT W/2040 SIDELIGHT 2
W8 2640 CASEMENT W/2040 SIDELIGHT 10
W9 2070 FIXED W/ MULLIONS AT 5' 6
W10 3050 CASEMENT 3020 TRANSOM 2050 FIX 2020 TRANSOM 2
W11 DOUBLE 3050 SH 2
W12 6020 FIXED 4
W13 2060 FIXED 2
W14 2050 FIXED 2
W15 5060 SLIDER 2
Door Schedule
Type Mark Type Count
1 3068 OBSCURED GLASS DOOR WITH 18 SIDE LITE 4
2 3068-20min Fire Rated Self Closing 6
3 2668 6
4 2868 42
5 5668 4
6 8070 GARAGE 6
7 3068 FRONT DOOR 2
8 3068 GLASS 3 PANNEL 4
9 DOUBLE 2668 24
10 2468 6
11 3068 OPENING 6
WH
W D
WH
WD
WH
W D
WH
WD
WH
W D
WH
WD
DN
DN
DNDN
DN
DN
Furnace
12
'
-
5
"
10
'
-
1
"
13
'
-
0
"
2'
-
6
"
15' - 1"10' - 11"10' - 7"15' - 5"11' - 0"4' - 5"10' - 7"10' - 7"4' - 5"11' - 0"15' - 5"10' - 7"10' - 11"15' - 1"
26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"
26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"
11
'
-
7
"
14' - 7"
Sh
e
l
v
e
s
14' - 0"12' - 0"12' - 0"14' - 0"14' - 0"12' - 0"12' - 0"14' - 0"14' - 0"12' - 0"12' - 0"14' - 0"
4'
-
0
"
6'
-
1
"
12
'
-
6
"
11' - 3"
11' - 1 1/2"
9'
-
1
0
1
/
2
"
48
"
x
3
4
"
Furnace
14' - 8 1/2"
Sh
e
l
v
e
s
10
'
-
0
"
11' - 4 1/2"
11' - 1 1/2"
9'
-
1
0
1
/
2
"
48
"
x
3
4
"
Furnace
14' - 8 1/2"
Sh
e
l
v
e
s
10
'
-
0
"
11' - 4 1/2"
11' - 1 1/2"
9'
-
1
0
1
/
2
"
48
"
x
3
4
"
5'
-
0
"
5'
-
0
"
43
'
-
6
"
Furnace
4'
-
0
"
12
'
-
5
"
10
'
-
1
"
13
'
-
0
"
2'
-
6
"
Sh
e
l
v
e
s
4'
-
0
"
6'
-
1
"
12
'
-
6
"
11' - 3"
11' - 1 1/2"
9'
-
1
0
1
/
2
"
48
"
x
3
4
"
Furnace
Sh
e
l
v
e
s
10
'
-
0
"
11' - 4 1/2"
11' - 1 1/2"
9'
-
1
0
1
/
2
"
48
"
x
3
4
"
Furnace
Sh
e
l
v
e
s
10
'
-
0
"
11' - 4 1/2"
11' - 1 1/2"
9'
-
1
0
1
/
2
"
48
"
x
3
4
"
5'
-
0
"
18
"
5'
-
0
"
43
'
-
6
"
1' - 5"
18
"
2'
-
6
"
12
"
12
"
2'
-
6
"
18
"
78' - 0"78' - 0"
156' - 0"
78' - 0"78' - 0"
156' - 0"
6"
24
"
24
"
18
"
18
"
24
"
18
"
24
"
6"
9' - 10 1/2"9' - 10 1/2"
A B C D E F
1
A5
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
10/11/2023
.
.
.
.
.
.
9312
4124
5188
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.3/16" = 1'-0"
A4PEBBLE CREEK -Front Load 6Plex
Rexburg, Idaho
SECOND FLOOR PLAN ALL
Author
3/16" = 1'-0"1 A4 SECOND FLOOR ALL
SQUARE FOOTAGE:
UNIT A TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
UNIT B TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1516
667
849
223
UNIT C TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1534
674
860
239
UNIT D TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT E TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT F TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
1516
667
849
223
1534
674
860
239
WH
DN
WD
WH
DN
W D
WH
DN
WD
A B C D E F
10' - 7"4' - 5"11' - 0"15' - 5"10' - 7"10' - 11"15' - 1"
26' - 0"26' - 0"26' - 0"
26' - 0"26' - 0"26' - 0"
14' - 0"12' - 0"12' - 0"14' - 0"14' - 0"12' - 0"
Furnace
12
'
-
5
"
10
'
-
1
"
13
'
-
0
"
2'
-
6
"
Sh
e
l
v
e
s
4'
-
0
"
6'
-
1
"
48
"
x
3
4
"
Furnace
Sh
e
l
v
e
s
48
"
x
3
4
"
Furnace
Sh
e
l
v
e
s
48
"
x
3
4
"
5'
-
0
"
18
"
5'
-
0
"
43
'
-
6
"
18
"
2'
-
6
"
12
"
78' - 0"
78' - 0"
24
"
18
"
24
"
6"
9' - 10 1/2"
A B C
W7
W8
W8
W8
W8
W8
W12W10
W6
W14
W11
W9
W13
W12
Bedroom 3
11'-1" x 9'-10"
Smoke Detector
Bedroom 2
11'-3" x 12'-6"
Smoke Detector
Master
Bedroom/1
14'-8" x 11'-7"
Smoke Detector
M. Bath
Bath
5/8" Type X
Gypsum
Board
See A5 for
Detail
Bedroom 3
11'-1" x 9'-10"
Smoke Detector
Bedroom 3
11'-1" x 9'-10"
Smoke Detector
Bedroom 2
11'-4" x 10'-0"
Smoke Detector
Bedroom 2
11'-4" x 10'-0"
Smoke Detector
M. Bath
M. Bath
Master
Bedroom/1
14'-8" x 11'-7"
Smoke Detector
Master
Bedroom/1
14'-8" x 12'-7"
Smoke Detector
4' - 0"
5/8" Type X
Gypsum
Board
See A5 for
Detail
4' - 0"
5/8" Type X
Gypsum
Board
See A5 for
Detail
4' - 0"
5/8" Type X
Gypsum
Board
See A5 for
Detail
4' - 0"
5/8" Type X
Gypsum
Board
See A5 for
Detail
4' - 0"
D4
D9
D4
D4
D11
D4
D9
D9
D9
D10
D4
D4
D9
D4
D4
D11
D4
D9
D9
D9
D10
D4
D4
D9
D4
D4
D11
D4
D9
D9D9
D10
D4
D8
Bath
Bath
5
S
h
l
v
2R2S
2R2S
WI
C
5
S
h
l
v
1R
1
S
1'
-
6
"
O
.
C
.
2R
1
S
1R
1
S
Sh
e
l
f
St
a
c
k
1' - 6" O.C.
2R1S 1R1SShelf
Stack
5
S
h
l
v
2R2S
2R2S
WI
C
5
S
h
l
v
1R
1
S
5
S
h
l
v
2R2S
2R2S
WI
C
5
S
h
l
v
1R
1
S
2'
-
4
"
1'
-
6
"
2'
-
1
"
1'
-
6
"
2'
-
4
"
2'
-
4
"
1'
-
6
"
2'
-
1
"
1'
-
6
"
2'
-
4
"
2'
-
4
"
1'
-
6
"
2'
-
1
"
1'
-
6
"
2'
-
4
"
1' - 6" O.C.
2R1S 1R1SShelf
Stack
1'
-
6
"
O
.
C
.
2R
1
S
1R
1
S
Sh
e
l
f
St
a
c
k
1' - 6" O.C.
2R1S 1R1SShelf
Stack
1'
-
6
"
O
.
C
.
2R
1
S
1R
1
S
Sh
e
l
f
St
a
c
k
1
A5
6'
-
3
"
2' - 5"
3' - 7"6' - 3"4' - 4"1' - 3"
1' - 7"
4' - 0"6' - 3"3' - 7"5' - 0"1' - 7"
1' - 7"5' - 0"
3' - 7"6' - 3"4' - 0"1' - 7"1' - 7"5' - 0"
1'
-
4
"
1'
-
1
"
2'
-
7
"
5'
-
1
1
"
2'
-
9
"
1'
-
6
1
/
2
"
4'
-
9
"
3'
-
4
"
3'
-
6
"
1'
-
4
"
1'
-
1
"
2'
-
7
"
5'
-
1
1
"
2'
-
9
"
1'
-
6
1
/
2
"
4'
-
9
"
3'
-
4
"
3'
-
6
"
1'
-
4
"
1'
-
1
"
2'
-
7
"
5'
-
1
1
"
2'
-
9
"
1'
-
6
1
/
2
"
4'
-
9
"
3'
-
4
"
3'
-
6
"
4'
-
1
1
"
4'
-
1
0
"
3' - 6 1/4"3' - 6 1/4"3' - 6"
3' - 7 1/2"3' - 5"3' - 2"
3' - 5"3' - 2"
3'
-
7
"
4'
-
1
0
"
3' - 6"3' - 6 1/4"3' - 6 1/4"
3' - 2"3' - 5"3' - 7 1/2"
3' - 2"3' - 5"
3' - 7 1/2"3' - 5"3' - 2"
3' - 6 1/4"3' - 6 1/4"3' - 6"
4'
-
1
1
"
4'
-
1
0
"
VAULT THE CEILING IN
LINE WITH THE ROOF
VAULT THE CEILING IN
LINE WITH THE ROOF
VAULT THE CEILING IN
LINE WITH THE ROOF
2' - 7"9' - 6"3' - 0"5' - 9"5' - 2"5' - 5"5' - 2"7' - 7"7' - 10"5' - 7 1/2"5' - 4 1/2"2' - 2 1/2"2' - 2 1/2"6' - 0"4' - 7"
38
'
-
0
"
4'
-
0
"
4' - 0"10' - 0"6' - 0"6' - 0"6' - 0"6' - 0"7' - 0"7' - 0"7' - 0"7' - 0"6' - 0"6' - 0"
W9
7"
7"
D
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
10/11/2023
.
.
.
.
.
.
9312
4124
5188
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.As indicated
A4.1PEBBLE CREEK -Front Load 6Plex
Rexburg, Idaho
SECOND FLOOR A, B, C
Author
1/4" = 1'-0"2 2ND FLOOR A,B,C
SQUARE FOOTAGE:
UNIT A TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
UNIT B TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1516
667
849
223
UNIT C TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1534
674
860
239
UNIT D TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT E TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT F TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
1516
667
849
223
1534
674
860
239
Window Schedule
Type Mark Type Count
W1 3040 CASEMENT 3020 transom W/2060 SIDELIGHT 2
W2 3060 CASEMENT W/2060 SIDELIGHT 2
W3 3040 FIXED OVER 3020 AWNING 2
W4 5040 SLIDER 2
W5 30310 SINGLE HUNG 2
W6 XOX 2050, 3050, 2050 4
W7 3040 CASEMENT W/2040 SIDELIGHT 2
W8 2640 CASEMENT W/2040 SIDELIGHT 10
W9 2070 FIXED W/ MULLIONS AT 5' 6
W10 3050 CASEMENT 3020 TRANSOM 2050 FIX 2020 TRANSOM 2
W11 DOUBLE 3050 SH 2
W12 6020 FIXED 4
W13 2060 FIXED 2
W14 2050 FIXED 2
W15 5060 SLIDER 2
Door Schedule
Type Mark Type Count
1 3068 OBSCURED GLASS DOOR WITH 18 SIDE LITE 4
2 3068-20min Fire Rated Self Closing 6
3 2668 6
4 2868 42
5 5668 4
6 8070 GARAGE 6
7 3068 FRONT DOOR 2
8 3068 GLASS 3 PANNEL 4
9 DOUBLE 2668 24
10 2468 6
11 3068 OPENING 6
WH
DN
W D
WH
DN
WD
WH
DN
W D
A B C D E F
Furnace
12
'
-
5
"
10
'
-
1
"
13
'
-
0
"
2'
-
6
"
15' - 1"10' - 11"10' - 7"15' - 5"11' - 0"4' - 5"10' - 7"
26' - 0"26' - 0"26' - 0"
26' - 0"26' - 0"26' - 0"
Sh
e
l
v
e
s
12' - 0"14' - 0"14' - 0"12' - 0"12' - 0"14' - 0"
4'
-
0
"
6'
-
1
"
48
"
x
3
4
"
Furnace
Sh
e
l
v
e
s
48
"
x
3
4
"
Furnace
Sh
e
l
v
e
s
48
"
x
3
4
"
5'
-
0
"
5'
-
0
"
43
'
-
6
"
1' - 5"12
"
2'
-
6
"
18
"
78' - 0"
78' - 0"
6"
24
"
24
"
18
"
18
"
9' - 10 1/2"
D E F
W7
W8
W8
W8
W8
W8
W12 W10
W13W11
W6
W14
W9
W12
5/8" Type X
Gypsum
Board
See A5 for
Detail
4' - 0"
D4
D9
D4
D4
D11
D4
D9
D9
D9
D10
D4
D4
D9
D4
D4
D11
D4
D9
D9
D9
D10
D4
D4
D9
D4
D4
D11
D4
D9
D9 D9
D10
D4
D8
Bedroom 3
11'-1" x 9'-10"
Smoke Detector
Bedroom 2
11'-3" x 12'-6"
Smoke Detector
Master
Bedroom/1
14'-8" x 11'-7"
Smoke Detector
M. Bath
Bath
5/8" Type X
Gypsum
Board
See A5 for
Detail
Bedroom 3
11'-1" x 9'-10"
Smoke Detector
Bedroom 3
11'-1" x 9'-10"
Smoke Detector
Bedroom 2
11'-4" x 10'-0"
Smoke Detector
Bedroom 2
11'-4" x 10'-0"
Smoke Detector
M. Bath
M. Bath
Master
Bedroom/1
14'-8" x 11'-7"
Smoke Detector
Master
Bedroom/1
14'-8" x 12'-7"
Smoke Detector
4' - 0"
5/8" Type X
Gypsum
Board
See A5 for
Detail
4' - 0"
5/8" Type X
Gypsum
Board
See A5 for
Detail
4' - 0"
5/8" Type X
Gypsum
Board
See A5 for
Detail
4' - 0"
Bath
Bath
5
S
h
l
v
2R2S
2R2S
WI
C
5
S
h
l
v
1R
1
S
1'
-
6
"
O
.
C
.
2R
1
S
1R
1
S
Sh
e
l
f
St
a
c
k
1' - 6" O.C.
2R1S1R1SShelf
Stack
5
S
h
l
v
2R2S
2R2S
WI
C
5
S
h
l
v
1R
1
S
5
S
h
l
v
2R2S
2R2S
WI
C
5
S
h
l
v
1R
1
S
2'
-
4
"
1'
-
6
"
2'
-
1
"
1'
-
6
"
2'
-
4
"
2'
-
4
"
1'
-
6
"
2'
-
1
"
1'
-
6
"
2'
-
4
"
2'
-
4
"
1'
-
6
"
2'
-
1
"
1'
-
6
"
2'
-
4
"
1' - 6" O.C.
2R1S 1R1SShelf
Stack
1' - 6" O.C.
2R1S 1R1SShelf
Stack
1'
-
6
"
O
.
C
.
2R
1
S
1R
1
S
Sh
e
l
f
St
a
c
k
1'
-
6
"
O
.
C
.
2R
1
S
1R
1
S
Sh
e
l
f
St
a
c
k
1' - 7"5' - 0"
1'
-
4
"
1'
-
1
"
2'
-
7
"
5'
-
1
1
"
2'
-
9
"
1'
-
6
1
/
2
"
4'
-
9
"
3'
-
4
"
3'
-
6
"
1'
-
4
"
1'
-
1
"
2'
-
7
"
5'
-
1
1
"
2'
-
9
"
1'
-
6
1
/
2
"
4'
-
9
"
3'
-
4
"
3'
-
6
"
1'
-
4
"
1'
-
1
"
2'
-
7
"
5'
-
1
1
"
2'
-
9
"
1'
-
6
1
/
2
"
4'
-
9
"
3'
-
4
"
3'
-
6
"
3' - 7"6' - 3"4' - 0"1' - 7"1' - 7"5' - 0"
5' - 0"1' - 7"1' - 3"4' - 4"6' - 3"3' - 7"
3' - 2"3' - 5"3' - 7 1/2"
3' - 6"3' - 6 1/4"3' - 6 1/4"
3' - 7 1/2"3' - 5"3' - 2"
3' - 6 1/4"3' - 6 1/4"3' - 6"
3' - 2"3' - 5"3' - 7 1/2"
3' - 6"3' - 6 1/4"3' - 6 1/4"
1' - 7"4' - 0"6' - 3"3' - 2 1/2"
4'
-
1
1
"
4'
-
1
0
"
4'
-
1
1
"
4'
-
1
0
"
4'
-
1
1
"
4'
-
1
0
"
VAULT THE CEILING IN
LINE WITH THE ROOF
VAULT THE CEILING IN
LINE WITH THE ROOF
VAULT THE CEILING IN
LINE WITH THE ROOF
4' - 7"6' - 0"2' - 2 1/2"2' - 2 1/2"5' - 4 1/2"5' - 7 1/2"9' - 1"6' - 4"5' - 2"5' - 5"5' - 2"5' - 9"3' - 0"9' - 6"2' - 7"
4'
-
0
"
38
'
-
0
"
6' - 0"6' - 0"7' - 0"7' - 0"7' - 0"7' - 0"6' - 0"6' - 0"6' - 0"6' - 0"10' - 0"4' - 0"
W9
7"
7"
C
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
10/11/2023
.
.
.
.
.
.
9312
4124
5188
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.As indicated
A4.2PEBBLE CREEK -Front Load 6Plex
Rexburg, Idaho
SECOND FLOOR D, E, F
Author
1/4" = 1'-0"2 2ND FLOOR D,E,F
SQUARE FOOTAGE:
UNIT A TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
UNIT B TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1516
667
849
223
UNIT C TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1534
674
860
239
UNIT D TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT E TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
UNIT F TOTAL SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
1606
721
885
228
1516
667
849
223
1534
674
860
239
Window Schedule
Type Mark Type Count
W1 3040 CASEMENT 3020 transom W/2060 SIDELIGHT 2
W2 3060 CASEMENT W/2060 SIDELIGHT 2
W3 3040 FIXED OVER 3020 AWNING 2
W4 5040 SLIDER 2
W5 30310 SINGLE HUNG 2
W6 XOX 2050, 3050, 2050 4
W7 3040 CASEMENT W/2040 SIDELIGHT 2
W8 2640 CASEMENT W/2040 SIDELIGHT 10
W9 2070 FIXED W/ MULLIONS AT 5' 6
W10 3050 CASEMENT 3020 TRANSOM 2050 FIX 2020 TRANSOM 2
W11 DOUBLE 3050 SH 2
W12 6020 FIXED 4
W13 2060 FIXED 2
W14 2050 FIXED 2
W15 5060 SLIDER 2
Door Schedule
Type Mark Type Count
1 3068 OBSCURED GLASS DOOR WITH 18 SIDE LITE 4
2 3068-20min Fire Rated Self Closing 6
3 2668 6
4 2868 42
5 5668 4
6 8070 GARAGE 6
7 3068 FRONT DOOR 2
8 3068 GLASS 3 PANNEL 4
9 DOUBLE 2668 24
10 2468 6
11 3068 OPENING 6
MASTER BEDROOM MASTER CLOSET BEDROOM 2
DINING ROOMKITCHENLIVING ROOM
BENCH
LOCKER
AREA
11-7/8" FLOOR JOIST
FRAMED KNEE WALL TO
SUPPORT FLOOR JOIST SYSTEM
4' OF INSULATION
4' OF INSULATION
6'
-
1
0
"
8'
-
0
"
1'
-
5
"
9'
-
0
"
3'
-
1
0
"
25
'
-
3
"
8"
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
10/4/2023
.
.
.
.
.
.
9312
4124
5188
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.1/4" = 1'-0"
A5PEBBLE CREEK
Rexburg, Idaho
BUILDING SECTION
Author
1/4" = 1'-0"1 BUILDING SECTION
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
AA
BB
CC
EE
DD
G
H
Load-Bearing Value of Soil (psf)
1500 2000 3000
Conventional Light-frame Construction
1-story
2-story
3-story
4" Brick Veneer over light frame
1-story
2-story
3-story
12
21
32
12
16
24
12
15
23
12
12
17
12
12
16
Table R403.1
Min. Width of Conc. or Masonry Footings (inches)
12
21
32
12
16
24
12
12
16
12
12
12
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"
10/9/202310/11/2023
WH
WH
MI
C
R
O
W
A
V
E
48"
STORRAGE
LIGHT
STAIR WELL
LIGHT
STORRAGE
LIGHT
STAIR WELL
LIGHT
4
4
4
60"
16"
GFCI
DISP
RANGE
MICROWAVE
DISH
FR
I
D
G
E
GFI
WP
GFI
WP
GFI
WP
GFI
WP
60"16"
GFCI
DISP
RANGE
DISH
FR
I
D
G
E
GFI
WP
GFI
WP
DOOR OP.
DOOR OP.
LIGHTS MOUNTED IN SOFFIT ABOVE
LIGHTS MOUNTED IN SOFFIT ABOVE
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
WP
GFI
WP
BLOCK FOR FAN
BLOCK FOR FAN
GFI
WP
IN SOFFIT FOR HEAT TAPE
GFI
WP
IN SOFFIT FOR HEAT TAPE
GFI
WP
IN SOFFIT FOR HEAT TAPE
GFI
WP
IN SOFFIT FOR HEAT TAPE
GFI
GFI
GFI GFI
GFI GFI
Sheet:
Scale:
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
Rev Date
TOTAL BUILDING SQ. FTG. =
MAIN FLOOR =
SECOND =
GARAGE =
10/11/2023
.
.
.
.
.
.
9312
4124
5188
.
Drawn By:
Reviewed By:
Structural
Review:
City Review:
.
.
.1/4" = 1'-0"
A6PEBBLE CREEK -Front Load 6Plex
Rexburg, Idaho
ELECTRICAL PLAN
Author
1/4" = 1'-0"1 1ST ELECTRICAL
1/4" = 1'-0"2 2ND ELECTRICAL
NOTES:
VANITY LIGHTS ARE TO BE SET 84" AFF
SET MASTER VANITY OUTLETS IN SIDE WALL
DUPLEX OUTLET MOUNTED 18" ABOVE FLOOR
UNLESS NOTED OTHERWISE
DUPLEX OUTLET -UNDER COUNTER
FOR DISPOSER
DUPLEX OUTLET -UNDER COUNTER
FOR DISH WASHER
GROUND/FAULT INTERRUPT DUPLEX
OUTLET
WEATHERPROOF , GROUND/FAULT
INTERRUPT DUPLEX OUTLET
WEATHERPROOF , GROUND/FAULT
INTERRUPT DUPLEX OUTLET
MOUNTED AT ROOF EAVE
DUPLEX OUTLET - FOR GARAGE
DOOR OPERATOR
220 V RANGE OUTLET
220 V DRYER OUTLET
TELEPHONE JACK
TV, PHONE, OR DATA
CABLE TV JACK
DOOR BELL CHIME
SMOKE DETECTOR, HARD WIRED
INCANDESCENT, SURFACE MOUNT,
CEILING LIGHT FIXTURE
INCANDESCENT, PENDANT LIGHT
FIXTURE
INCANDESCENT, WALL MOUNT,
LIGHT FIXTURE
DISC LIGHT, RECESSED CAN LOOK ALIKE
IN CEILING EXHAUST FAN
3-WAY SWITCH
SINGLE PULL SWITCH
POWER ROUTE
PANEL
METER
CEILING FAN
ELECTRICAL SYMBOL
LEGEND
GFCI
DISP
DISH
GFCI
GFCI
WP
GFCI-WP
SOFFIT
DOOR OP
RANGE
DRYER
TPD
TV
B
S
3
M