HomeMy WebLinkAboutPLANS - 22-00715 - Riverwalk Condos - 4 Plex - Bldg 1AREA MAP
NORTH
PROJECT
SITE
GENERAL NOTES
1. SITE CONCRETE FLATWORK THAT ABUTTS FOUNDATION
SHALL UTILIZE 1/2" EXPANSION MATERIAL WITH CONTINUOUS
SEALING ON TOP.
2. HORIZONTAL GYPSUM SHALL BE INSTALLED
PERPENDICULAR TO CEILING FRAMING PER IBC 2508.5.2.
3. ELECTRICAL BOXES IN RATED ASSEMBLIES SHALL BE
STEEL OR HAVE A LISTED FIRE-RATING EQUIVALENT TO
THE ASSEMBLY. ANNULAR SPACE BETWEEEN THE
MEMBRANE AND THE BOX SHALL NOT EXCEED 1/8" PER
IBC 714.3.2.
4. RECESSED LUMINAIRES INSTALLED WITHIN THE BUILDING
ENVELOPE SHALL COMPLY WITH IECC R402.4.5. FIXTURES
SHALL BE IC-RATED AND SEALED AIR TIGHT.
5. WALL TILE IN SHOWER/TUB ENCLOSURES SHALL BE
INSTALLED PER IBC 2509.2, WITH THE USE OF GLASS-MAT
GYPSUM PANELS, ASTM C1178, FIBER-CEMENT BACKER
BOARD, ASTM C1288, OR FIBER-MAT REINFORCED
CEMENTITIOUS BACKER BOARD, ASTM C1325.
CODE REVIEW
APPLICABLE BUILDING CODES:
2018 IBC, IMC, IECC, NEC
OCCUPANCY:
R-2
CONSTRUCTION TYPE:
V-B
FIRE SPRINKLER:
YES, 13-R
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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RIVERWALK QUADPLEX
OF
DRAWING INDEX
9/14/2022 5:00:38 PM
\\dc01\JRWA\Drawings\910-Leatham 4-plex
Condos 2022\BIM\910- 4-Plex_2.0 (July 27
Review Comments).rvtG1.1
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REXBURG,IDAHO
G1.1 COVER SHEET
G1.2 GENERAL ACCESSIBILITY REQUIREMENTS
A1.1 MAIN & UPPER FLOOR PLANS
A1.2 ROOF PLAN
A2.1 EXTERIOR ELEVATIONS
A2.2 EXTERIOR ELEVATIONS
A3.1 BUILDING SECTIONS
A3.2 TYPICAL ASSEMBLIES & DETAILS
A4.1 INTERIOR ELEVATIONS
S1.0 GENERAL STRUCTURAL NOTES
S1.1 TYPICAL DETAILS
S1.2 TYPICAL DETAILS
S2.0 FOUNDATION PLAN
S2.1 FLOOR FRAMING PLAN
S2.2 ROOF FRAMING PLAN
S3.0 FOUNDATION DETAILS
S4.0 FRAMING DETAILS
GENERAL
ARCHITECTURAL
2
STRUCTURAL
CL
LC
C L
LC
LC LC C L
LC
#304
ROOM
WASTE
TOWELS TOWELS
WASTE
VEND.
WASTE
4 8 " A F F M A X
4 8 " A F F M A X
4 8 " A F F M A X
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TO
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1 9 " A F F M I N
2 7 " A F F M A X
1 9 A F F M I N
2 7 " A F F M A X
TOWEL DISPENSER & WASTE
RECEPTACLE TOWEL DISPENSER HAND DRYER
SANITARY
PRODUCTS
VENDOR
WASTE RECEPTACLE TISSUE
DISPENSER
NAPKIN
DISPOSAL
NOTE:
PROVIDE A MIN CLEAR FLOOR
SPACE OF 30"x48" AT
APPROACH ALONG AN
ACCESSIBLE ROUTE.
3 3 " M I N
3 6 " M A X
12" MAX
3'-8" MIN
36" MAX
39" - 41"
3 9 " - 4 1 "
1 8 " M A X
1 7 " - 1 9 "
1 1/4" TO 1 1/2" O.D. GRAB
BAR (TYP)
18" MIN
36" MIN
6" MAX
TOILET TOILET
1 1/2" MIN CLEAR TO
WALL OR DISPENSERS
T O D I S P . O U T L E T
4 8 " M A X
T O M I R R O R
3 8 " M A X
9 " M I N
MIN CLR WIDTH
2'-6"
2 9 " M I N
3 4 " M A X
BO
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AP
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TO
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INSULATE ALL
EXPOSED PIPES
NOTE:
FLUSH VALVE HANDLE ON
WIDE SIDE OF TOILET, 44" AFF
MAX.
NOTE:
GRAB BARS MUST NOT
ROTATE WITHIN THEIR FITTINGS.
STANDARD ACCESSIBILITY:
1. ALL DOORS IN THE PUBLIC AND COMMON USE
AREAS SHALL COMPLY WITH ANSI A117.1, INCLUDING
NECESSARY MANEUVERING CLEARANCES AND
ACCESSIBLE DOOR HARDWARE. THIS INCLUDES
THE EXTERIOR SIDE OF THE MAIN ENTRY DOORS
TO DWELLING UNITS.
2. ALL DOORS SHALL HAVE 32" MIN CLEAR WIDTH
WHEN DOOR IS OPEN 90 DEGREES.
3. ALL PLUMBING FIXTURES AND APPLIANCES IN
DWELLING UNITS SHALL HAVE MIN 30" x 48" CLEAR
FLOOR SPACE AS REQUIRED BY FHA.
4. ALL PLUMBING FIXTURES, APPLIANCES, AND
TELEPHONES IN PUBLIC AND COMMON USE AREAS
SHALL COMPLY WITH ADA, IBC, AND ANSI 117.1.
6" MAX TOE
17" MIN
2 7 " M I N
2 9 " M I N
BO
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AP
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3 4 " M A X
AF
F
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8" MIN
KNEE
CLEARANCE
CLEARANCE
9 " M I N
6" MAX
8" MIN
2 7 " M I N
O F S P O U T
3 6 " M A X T O P
17"-19"
4 '-1 1 1 2 7 /1 2 8 " A F F
MOUNT SIGNS AT LATCH SIDE OF
DOOR, OR NEAREST ADJACENT WALL.
AT WALL
18" MIN
CLR WIDTH
30" MIN
T O P O F R I M
1 7 " M A X
FACE OF FINISHED WALL
NOTES:
1. FLUSH VALVE HANDLE
AT 44" AFF MAX.
2. 30" x 48" MIN CLR FLR
SPACE AT APPROACH
3. 5 LBS MAX FORCE TO
OPERATE FLUSH
VALVE.
4. 14" MIN PROJECTION
FROM WALL.
1 5 " M I N 4 8 " M A X
ELEC. OUTLET SWITCHES, THERMOSTATS,
ETC.
LAVATORY, MIRROR, AND
SOAP DISPENSER
LAVATORY DRINKING FOUNTAIN PERMANENT ROOM
SIGNAGE
URINAL ELECTRICAL DEVICES
NOTE:
18" MIN CLR FROM WALL
TO
OF LAVATORYLC
NOTE:
PROVIDE MIN CLEAR FLOOR SPACE OF 30" x 48" WITH 19"
MAX EXTENDING UNDER LAV./D.F. TO INSULATED
PIPING/PLUMBING.
NOTE:
FAUCETS MUST BE LEVER TYPE, ELECTRONICALLY ACTIVATED,
OR APPROVED SELF-CLOSING VALVES (MIN 10 SEC. OPEN
FLOW), AND BE OPERABLE w/ ONE HAND, NOT REQUIRING
TIGHT GRASPING, PINCHING, OR TWISTING OF WRIST. 5 LBS.
MAX FORCE REQUIRED TO ACTIVATE CONTROLS.
FINISH FLOOR TYP.FINISH FLOOR TYP.FINISH FLOOR TYP.
9 "
3 3 " - 3 6 "3 " - 6 "
1 '-6 "
CONTROL END
ELEVATION
BACK WALL ELEVATION PLAN VIEW
3 3 " - 3 6 "
3 3 " - 3 6 "3 " - 6 "
1 '-6 "
1 '-0 "
24" MAX 24" MIN 12" MAX
4 " M A X 2 4 " M I N
BACK WALL
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1 5 " M I N
4 8 " M A X
20" MAX
4 8 " M A X
•20"-25"
4 4 " M A X
10" MAX
4 8 " M A X
1 5 " M I N
10" MAX
3 4 " M A X
4 8 " M A X
3 4 " M A X
4 8 " M A X
•10"-24"
48" MIN
19" MAX
2 7 " M I N
3 4 " M A X
17" MIN
4 0 " M A X
3 4 " M A X
2 7 " M I N
9 " M I N
6" MAX8" MIN
GUIDANCE FOR KNEE SPACES IN "A"
BATHROOMS
GUIDANCE FOR KNEE SPACES IN "B"
BATHROOMS
KNEE SPACE AT LAVATORIESOBSTRUCED HIGH SIDE REACHUNOBSTRUCTED SIDE REACHOBSTRUCTED HIGH FORWARD REACHUNOBSTRUCTED FORWARD REACH
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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\\dc01\JRWA\Drawings\910-Leatham 4-plex
Condos 2022\BIM\910- 4-Plex_2.0 (July 27
Review Comments).rvtG1.2
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A3.1
3'
-
0
"
3'
-
2
"
14
'
-
9
"
22
'
-
9
"
3'
-
0
"
3'
-
2
"
14
'
-
9
"
22
'
-
9
"
4'
-
6
"
15
'
-
9
"
2'
-
6
"
6'-2 1/2"14'-2"3'-0"3'-0"14'-2"6'-2 1/2"
1'-4"1'-4"
46'-9"
44'-1"
5'-2"5'-6 1/2"3'-5 1/2"2'-11 1/4"3'-3 1/4"
4'
-
6
"
18
'
-
3
"
13'-10 1/4"10'-10 3/4"19'-4"
3'-0 1/2"3'-6"3'-6"12'-4"4'-11 1/2"7'-7"4'-2"5'-0"
15'-7"
7'
-
9
"
5'-0"2'-6"9'-6"2'-6"
9'-0"
7'
-
9
"
4'
-
1
1
1
/
2
"
43
'
-
8
"
A4.1
A
B
A4.1DA4.1 D
A4.1
B
A Sim
MASTER
BEDROOM
BEDROOM
PANTRY
BATH
W.I.C.
HVAC W.I.C.
W.I.C.
4'
-
4
1
/
2
"
5'
-
1
1
1
/
2
"
16
'
-
6
1
/
2
"
2'-7"6'-5 1/2"4'-4"3'-8"6'-0"
5'-6 3/4"3'-5 3/4"
9"
10
'
-
9
"
4'
-
0
"
2'
-
8
"
5'
-
1
0
1
/
4
"
5'
-
3
1
/
4
"
2
A3.1
6'-2 1/2"3'-9"5'-3"5'-2"
KITCHEN
LIVING
ROOM
WH
F.E.F.E.
FIRE
RISER
5
21068
21
0
6
8
21
0
6
8
21068
5068
26
6
8
24
6
8
4068
21068
3080
1'
-
0
"
3'-0 1/4"4'-10 1/4"3'-0 1/4"
30
8
0
A4.1 E A4.1E
1
A3.1
5'-0"4'-2"7'-7"3'-0 1/2"4'-6"5'-11 1/4"3'-9 3/4"3'-6"3'-6"3'-0 1/2"
2'-3"2'-8 1/2"
2
A3.1
3'-0 1/4"4'-10 1/4"3'-0 1/4"
2'
-
6
1
/
8
"
15
'
-
8
7
/
8
"
4'
-
6
"
4'
-
1
1
1
/
2
"
22
'
-
9
"
14
'
-
9
"
3'
-
2
"
45
'
-
7
1
/
2
"
13'-10 1/4"10'-10 3/4"19'-4"
44'-1"
4'
-
1
1
1
/
2
"
22
'
-
9
"
14
'
-
9
"
3'
-
2
"
18
'
-
3
"
4'
-
6
"
45
'
-
7
1
/
2
"
6'-2 1/2"9'-0"8'-2"8'-2"9'-0"2'-11 1/4"3'-3 1/4"
6'-2 1/2"17'-2"17'-2"6'-2 1/2"
46'-9"
13
'
-
7
1
/
2
"
2'
-
5
1
/
2
"
A4.1
C
A Sim
A4.1D
A4.1
C
ASim
A4.1 D
STAIR
F.E.C.
24x36
typ.
attic
access
24x36
typ.
attic
access
21068
21
0
6
8
21
0
6
8
21068
5068
24
6
8
21068
3080
ul 20 min.
rated
3080
ul 20 min.
rated
26
6
8
LIVING
ROOM
KITCHEN
BATH
BEDROOM
MASTER
BEDROOM
W.I.C.
W.I.C.
W.I.C.
4'
-
4
1
/
2
"
5'
-
1
1
1
/
2
"
16
'
-
6
1
/
2
"
2'-7"6'-5 1/2"4'-4"3'-8"6'-0"
5'-6 3/4"3'-5 3/4"
9"
2'
-
9
3
/
4
"
5'
-
1
0
1
/
4
"
5'
-
3
1
/
4
"
1'-4"
PANTRY
HVAC
F.E.F.E.
A4.1EA4.1 E
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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c
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Dr
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\\dc01\JRWA\Drawings\910-Leatham 4-plex
Condos 2022\BIM\910- 4-Plex_2.0 (July 27
Review Comments).rvtA1.1
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SCALE:1/4" = 1'-0"
1ST FLOOR
NSCALE:1/4" = 1'-0"
2ND FLOOR
N
fire extinguishers
FE:
• 1A;10B;C
• FIRE EXTINGUISHER.
FEC:
• 4A;60B;C
• SURFACE MOUNTED FIRE
EXTINGUISHER CABINET.
FIELD VERIFY LOCATION WITH FIRE
MARSHALL PRIOR TO
INSTALLATION.
fire blocking
1. provide fire blocking at
floor and ceiling levels.
2. provide fire blocking
horizontally at intervals
not to exceed 10-feet.
operable windows
upper level operable
windows with sills within 36" of
the floor shall comply with
astm f2090 & ibc section
1030.2 (opening control
device)
notes
1. dashed area represents fha clearance
requirements. (Main floor only)
2. all dimension are from face of stud (U.N.O.)
3. INTERNAL DIMENSIONS ARE TYPICAL OF ALL
UNITS.
4. DELETE KITCHEN WINDOW WHEN ADJACENT UNIT IS
CLOSER THAN 10'-0".
5. INSTALL 2X10 BACKING IN MARKED WALLS FOR
ADAPTABLE GRAB BAR. INSTALL SO THAT
CENTER OF BACKING IS AT REQUIRED HEIGHT -
SEE SHEET G1.2 FOR GRAB BAR LOCATIONS.
1'-0"
6'
-
9
"
13'-7"
1'
-
0
"
14'-6"
2"
2"
1
2
3
55
5
6
6
7
6
7
A
A1.2
5
T.O. PARAPET
25'-4"
T.O. ROOF
STRUCTURE
21'-8 1/2"
5/8" TYPE 'X' GYP.
BOARD CEILING
PRE-ENGINEERED
ROOF TRUSS
3/4" PLYWOOD
SHEATHING
6" RIGID
INSULATION
SINGLE PLY
MEMBRANE
ROOFING
EIFS WALL SYSTEM
CUSTOM METAL
GRAVEL STOP -
1" EXTERIOR
REVEAL -COLOR
TO MATCH EIFS
1"
4"
18
"
M
I
N
.
SINGLE PLY
MEMBRANE
ROOFING SYSTEM
ROOF VENT
SHEET METAL FLASHING -1"
DOWN INTO PIPE
SEALANT
SINGLE PLY MEMBRANE FLASHING
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
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(
2
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3
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2
3
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9
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(
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8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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:
Dr
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9/14/2022 5:00:34 PM
\\dc01\JRWA\Drawings\910-Leatham 4-plex
Condos 2022\BIM\910- 4-Plex_2.0 (July 27
Review Comments).rvtA1.2
RO
O
F
P
L
A
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910
RI
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SEP 2022
JRW
BAM
SEP 2022
RE
X
B
U
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,
ID
A
H
O
7
SCALE:1/4" = 1'-0"
T.O. PARAPET
N
KEY NOTES - ROOF PLAN
1 white single ply membrane roof over 6" rigid
insulation over 3/4" plywood sheathing ON
engineered truss. typ.
2 white single ply membrane roof over 6" rigid
insulation over 3/4" plywood sheathing oN
STRUCTURE. SEE STRUCTURAL
3 white single ply membrane roof over walk-off
board over 3/4" sheathing over structure.
5 PREFINISHED METAL SCUPPER LOCATION. COLOR TO
MATCH EXTERIOR EIFS COLOR - SEE ELEVATIONS
6 EIFS DETAIL - SEE ELEVATIONS
7 BLACK PREFINISHED TUBE STEEL AWNING
SCALE:1" = 1'-0"
ROOF DETAIL @ PARAPET A
A1.2SCALE:1 1/2" = 1'-0"
TYP. PENETRATION THROUGH ROOF B
A1.2
1ST FLOOR
0"
2ND FLOOR
10'-7 3/4"
T.O. PARAPET
25'-4"
2'-6"9'-6"2'-6"
2'
-
6
"
19
'
-
5
"
4'
-
2
1
/
4
"
1'
-
0
"
10
'
-
0
"
10
'
-
1
3
/
4
"
4'-8 3/4"
1'-0"12'-7"
1'-10 1/2"
3'-0"1'-5 3/4"3'-0"1'-10 1/2"
1'
-
0
"
T.O. ROOF
STRUCTURE
21'-8 1/2"
1'
-
0
"
21
'
-
1
1
"
16
'
-
6
"
3'
-
7
"
8'
-
0
"
4'
-
1
1
"
1ST FLOOR
HEADER
8'-0"
2ND FLOOR
HEADER
18'-7 3/4"
8'
-
0
"
2'
-
7
3
/
4
"
8'
-
0
"
1
1
2
2
3
3
34
5
6
1
7
8
2660 2660 2660
2660 2660 2660
storefront
3050
storefront
3060 3060
3060 3060
3080
ext. door to have
lever hardware
1'
-
0
"
A
A2.1
10
9
11 11
TYP.
TYP.
1 1/2" eifs system
prefinished j-trim
to match siding
mtl. siding over air
infiltration barrier
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
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t
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A
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(
2
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3
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2
3
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(
2
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8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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j
e
c
t
:
Dr
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T
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9/14/2022 5:00:35 PM
\\dc01\JRWA\Drawings\910-Leatham 4-plex
Condos 2022\BIM\910- 4-Plex_2.0 (July 27
Review Comments).rvtA2.1
EX
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N
S
910
RI
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W
A
L
K
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A
D
P
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SEP 2022
JRN
BAM
SEP 2022
RE
X
B
U
R
G
,
ID
A
H
O
7
SCALE:1/2" = 1'-0"
FRONT ELEVATION
KEY NOTES - Building ELEVATIONS
1 EIFS - WHITE COLOR
2 EIFS - BLACK COLOR
3 EIFS - SAND COLOR
4 METAL SIDING - WESTERN STATES T-8 pLANKWALL IN
'WALNUT' COLOR OR SIMILAR
5 STONE VENEER
6 PREFINISHED TUBE STEEL AWNING
7 PREFINISHED METAL SCUPPER - COLOR TO MATCH EIFS
8 BUILDING ADDRESS LOCATION MAY VARY DEPENDING
ON BUILDING ORIENTATION 4" MIN HEIGHT
9 6X6X1/2 STEEL PLATE, PAINT
10 1" DIA. STEEL SCH. 40, PAINT
11 TEMPERED GLAZING
XXXX
1. ALL MECHANICALLY FASTENED FLASHING SHALL BE
EXTENDED UP WALL A MINIMUM OF 9".
2. sELF-ADHERED FLASHING OF SELF-HEALING NATURE SHALL
BE USED AT FASTENER PENETRATIONS AT ALL HEADS AND
JAMBS.
3. fLASHING TO BE APPLIED OVER SOLID BACKING PER
MANUFACTURER'S INSTRUCTIONS.
4. dOOR / WINDOW FRAME SHALL NOT BE USED AS CLADDING
TERMINATION. INSTALL PER AAMA 2400-10, WHICH
REQUIRES A 1/4" MINIMUM JOINT FOR CLADDING EXPANSION
AND CONSTRACTION. FILL JOINT WITH BACKER ROD AND
COMPATIBLE SEALANT PER PROCEDURE 5.5, 6.4, AND 6.5.
"J" MOLD SHALL BE USED TO TERMINATE SIDING AT JAMBS
AND SILLS AS REQUIRED. INSTALL PER SIDING
MANUFACTURER'S WRITTEN INSTRUCTIONS.
5. AT DOOR / WINDOW HEADS, INSTALL RIGID DRIP FLASHING
IN ADDITION TO MEMBRANE FLASHING. SET FLASHING IN
BED OF MASTIC. NO SEALANT SHALL BE PLACED BETWEEN
THE CLADDING AND DRIP EDGE.
6. PERIMETER WINDOW / DOOR VOIDS SHALL BE FILLED WITH
LOW-EXPANSION URETHANE FOAM.
7. EXTERIOR WALL PENETRATIONS, SUCH AS VENTS,
ELECTRICAL PANELS, UTILITY VAULTS, FIRE EXTINGUISHER
CABINETS, AND SO FORTH SHALL BE FLASHED AS A DOOR
/ WINDOW.
8. WINDOW SILL WEEP HOLES SHALL NOT BE BLOCKED, THEY
MUST BE OPEN.
TYPICAL NOTES
SCALE:1 1/2" = 1'-0"
CLADDING TRANSITION DETAIL A
A2.1
1ST FLOOR
0"
2ND FLOOR
10'-7 3/4"
T.O. PARAPET
25'-4"
1
A3.1
T.O. ROOF
STRUCTURE
21'-8 1/2"
3
1
2
1
6
6"
10
'
-
1
3
/
4
"
1'
-
0
"
2"2"
1'
-
0
"
2
1
4050
4050
4050
40505050
5050
5050
5050
3068
1ST FLOOR
0"
2ND FLOOR
10'-7 3/4"
T.O. PARAPET
25'-4"
2
A3.1
T.O. ROOF
STRUCTURE
21'-8 1/2"
1ST FLOOR
HEADER
8'-0"
2ND FLOOR
HEADER
18'-7 3/4"
6
3
2
1
1
3
1
1
7
4650
4650
6"
1'
-
0
"
2
A3.1
3
6
2
1
3
2
1
4
5
7
7
1
3080
ext. door to
have lever
hardware
2660
4650
4650
1'
-
0
"
1'
-
0
"
6"
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
i
t
e
A
RE
X
B
U
R
G
,
I
D
A
H
O
8
3
4
4
0
VO
I
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E
(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
o
j
e
c
t
:
Dr
a
w
i
n
g
T
i
t
l
e
:
®
J
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OF
9/14/2022 5:00:36 PM
\\dc01\JRWA\Drawings\910-Leatham 4-plex
Condos 2022\BIM\910- 4-Plex_2.0 (July 27
Review Comments).rvtA2.2
EX
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E
L
E
V
A
T
I
O
N
S
910
RI
V
E
R
W
A
L
K
Q
U
A
D
P
L
E
X
SEP 2022
JRN
BAM
SEP 2022
RE
X
B
U
R
G
,
ID
A
H
O
7
KEY NOTES - Building ELEVATIONS
1 EIFS - WHITE COLOR
2 EIFS - BLACK COLOR
3 EIFS - SAND COLOR
4 METAL SIDING - WESTERN STATES T-8 pLANKWALL IN
'WALNUT' COLOR OR SIMILAR
5 STONE VENEER
6 PREFINISHED TUBE STEEL AWNING
7 PREFINISHED METAL SCUPPER - COLOR TO MATCH EIFS
8 BUILDING ADDRESS LOCATION MAY VARY DEPENDING
ON BUILDING ORIENTATION 4" MIN HEIGHT
9 6X6X1/2 STEEL PLATE, PAINT
10 1" DIA. STEEL SCH. 40, PAINT
11 TEMPERED GLAZING
SCALE:1/4" = 1'-0"
REAR ELEVATION
SCALE:1/4" = 1'-0"
RIGHT ELEVATION
SCALE:1/4" = 1'-0"
LEFT ELEVATION
1. ALL MECHANICALLY FASTENED FLASHING SHALL BE
EXTENDED UP WALL A MINIMUM F 9".
2. sELF-ADHERED FLASHING OF SELF-HEALING NATURE SHALL
BE USED AT FASTENER PENETRATIONS AT ALL HEADS AND
JAMBS.
3. fLASHING TO BE APPLIED OVER SOLID BACKING PER
MANUFACTURER'S INSTRUCTIONS.
4. dOOR / WINDOW FRAME SHALL NOT BE USED AS CLADDING
TERMINATION. INSTALL PER AAMA 2400-10, WHICH
REQUIRES A 1/4" MINIMUM JOINT FOR CLADDING EXPANSION
AND CONSTRACTION. FILL JOINT WITH BACKER ROD AND
COMPATIBLE SEALANT PER PROCEDURE 5.5, 6.4, AND 6.5.
"J" MOLD SHALL BE USED TO TERMINATE SIDING AT JAMBS
AND SILLS AS REQUIRED. INSTALL PER SIDING
MANUFACTURER'S WRITTEN INSTRUCTIONS.
5. AT DOOR / WINDOW HEADS, INSTALL RIGID DRIP FLASHING
IN ADDITION TO MEMBRANE FLASHING. SET FLASHING IN
BED OF MASTIC. NO SEALANT SHALL BE PLACED BETWEEN
THE CLADDING AND DRIP EDGE.
6. VERITCAL LAPS IN WEATHER BARRIER ABOVE AND BELOW
WINDOWS / DOORS AND WITHIN 16" OF JAMBS ARE
PROHIBITED.
7. PERIMETER WINDOW / DOOR VOIDS SHALL BE FILLED WITH
LOW-EXPANSION URETHANE FOAM.
8. EXTERIOR WALL PENETRATIONS, SUCH AS VENTS,
ELECTRICAL PANELS, UTILITY VAULTS, FIRE EXTINGUISHER
CABINETS, AND SO FORTH SHALL BE FLASHED AS A DOOR
/ WINDOW.
9. WINDOW SILL WEEP HOLES SHALL NOT BE BLOCKED, THEY
MUST BE OPEN.
TYPICAL NOTES
FOUNDATION WATER
PROOFING (ASPHALT
EMULSION)
ANCHOR BOLTS 1/2" x MIN.
7" EMBEDMENT x BENT AT
48" O/C
4'-0"
2" RIGID INSULATION
2" RIGID FOUNDATION
INSULATION CONC. FOOTING
FINISH GRADEFINISHED FLOOR
ELEV.100'-0"
TOP OF FOOTING
ELEV.97'-0"
2x6 TREATED SEAL PLATE
COMPACTED ENGINEERED
FILL
4" FREE DRAINING GRAVEL
UNDER SLAB VAPOR
BARRIER (BELOW GRAVEL)
4" CONCRETE SLAB
8" CONC.
FOUNDATION WALL
1ST FLOOR
0"
2ND FLOOR
10'-7 3/4"
T.O. PARAPET
25'-4"
2
A3.1
1
2
3
4
5
7
LIVING
ROOMBATH
7
8
BATH STAIR
99
13
11 11
12
1'
-
0
"
T.O. ROOF
STRUCTURE
21'-8 1/2"
14
15
16
6
18
17
2'
-
1
1
/
4
"
1ST FLOOR
HEADER
8'-0"
2ND FLOOR
HEADER
18'-7 3/4"
A3.1
A
12
14
5
1
2
4 8"
M
I
N
19
20
19
20
3'
-
0
"
1'-0"
1ST FLOOR
0"
2ND FLOOR
10'-7 3/4"
T.O. PARAPET
25'-4"
1
A3.1
8
8
9
T.O. ROOF
STRUCTURE
21'-8 1/2"
11
12
11
10
14
A1.2
A
1ST FLOOR
HEADER
8'-0"
2ND FLOOR
HEADER
18'-7 3/4"
1
2
4
5
6
541
3
19
20
19
20
A3.1
C
(3) 2x12 stringers
(2) layers type
'x' gyp. board
wood framed
stair. tread and
riser finish per
owner.
19 EVEN
TREADS
rubber treads
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
5
2
B
O
N
D
A
V
E
N
U
E
-
S
u
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t
e
A
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B
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8
3
4
4
0
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(
2
0
8
)
3
5
9
-
2
3
0
9
F
A
X
(
2
0
8
)
3
5
9
-
2
2
7
1
WW
W
.
J
R
W
A
.
C
O
M
Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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\\dc01\JRWA\Drawings\910-Leatham 4-plex
Condos 2022\BIM\910- 4-Plex_2.0 (July 27
Review Comments).rvtA3.1
BU
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SEP 2022
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SCALE:1/4" = 1'-0"
Section 1
SCALE:1/4" = 1'-0"
Section 2
KEY NOTES - Building Section
1 COMPACTED ENGINEERED FILL
2 UNDER SLAB VAPOR BARRIER
3 4" FREE DRAINING GRAVEL
4 2" RIGID FOUNDATION INSULATION
5 FOUNDATION WATER PROOFING
6 4" CONCRETE SLAB ON GRADE
7 CONTINUOUS AIR INFILTRATION BARRIER ON EXTERIOR
WALL SHEATHING - TYP.
8 1-HOUR FIRE RATED SOUND WALL - SEE e/a3.2
9 1-HOUR FIRE RATED SOUND FLOOR/CEILING ASSEMBLY -
SEE e/a3.2
10 SOUND INSULATION
11 EXTERIOR WALL BATT INSULATION
12 6" ROOF RIGID INSULATION
13 (2) LAYERS 5/8" TYPE 'X' GYP. BOARD
14 SINGLY-PLY MEMBRANE ROOFING MATERIAL
15 PRE-FINISHED METAL SCUPPER
16 WOOD FRAMED STAIR. (3) 2X12 STRINGERS. FILL SPACE
BETWEEN STEPS AND CEILING WITH SPRAY-IN FOAM
INSULATION
17 1 1/2" ROUND TUBE STEEL HANDRAIL - PAINTED. ATTACH
AT 6'-0" O.C. MAX ON BOTH SIDES OF STAIR. 12"
EXTENSION AT TOP OF STAIR MUST RETURN TO WALL. 11"
EXTENSION AT BOTTOM OF STAIR MUST DROP AND
RETURN TO POST/WALL - SEE FRONT ELEVATION.
18 UNCONDITIONED SPACE
19 SET SILL PLATE ON SILL SEALER, TYP.
20 FINISH GRADE SLOPE 5% AWAY FROM BUILDING FOR 10
FEET MIN.
SCALE:1" = 1'-0"
DETAIL -STAIR SECTION A
A3.1
• EXTERIOR WALL R21
• ROOF R38
• FOUNDATION WALL R20
• SOUND INSULATED FLOOR R11
MINIMUM INSULATION 'R' VALUES
SCALE:1 1/2" = 1'-0"
TYP. EXTERIOR WALL PENETRATION
(DOOR / WINDOW)B
A3.1
SCALE:3/4" = 1'-0"
DETAIL -FOUNDATION SECTION C
A3.1
1ST FLOOR
0"
2ND FLOOR
10'-7 3/4"
T.O. ROOF
STRUCTURE
21'-8 1/2"
EXTEND WALL ASSEMBLY
TO UNDER SIDE OF FLOOR
SHEATHING
provide 2X blocking
for gyp. board
provide 2X blocking
for gyp. board
pre-engineered
floor truss
pre-engineered
roof truss
foundation -see
structural
double 2x4 stud wall @
16" o.c. -stagger stud
5/8" type 'x' gyp.
board
sound attenuation
batt insulation
SEAL ALL PENETRATIONS
BY AN APPROVED MEANS
TO MAINTAIN FIRE RATING
5/8" TYPE 'X' GYP.
BD. EA. SIDE
2x STUD WALL @
16" O.C.
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
5/8" TYPE 'X' GYP.
BD. EA. SIDE
2x6 STUD WALL @
16" O.C.
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
SHEATHING -SEE
STRUCTURAL
BATT INSULATION
EXTERIOR WALL
FINISH -SEE PLAN
(2) LAYERS 5/8" TYPE
'X' GYP. BOARD
SOUND ATTENUATING
BATT INSULATION
PRE-ENGINEERED
FLOOR TRUSS
3/4" PLYWOOD
SHEATHING
1" GYPCRETE OVER 6 M.
VAPOR BARRIER
SEAL ALL
PENETRATIONS BY AN
APPROVED MEANS TO
MAINTAIN FIRE RATING
1/
2
"
M
A
X
MATCH JAMB WIDTH
EXTERIOR
CONC. SLAB
CONC.
FOUNDATION
WALL -SEE
STRUCT.
METAL THRESHOLD
SET IN SEALANT
DOOR
INTERIOR
CONC. SLAB
FLOORING MATERIAL
WHERE APPLICABLE
MAX SLOPE: 1:12
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
11
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
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\\dc01\JRWA\Drawings\910-Leatham 4-plex
Condos 2022\BIM\910- 4-Plex_2.0 (July 27
Review Comments).rvtA3.2
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SEP 2022
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SCALE:1/2" = 1'-0"
1-HR RATED COMMON WALL A
A3.2
SCALE:1 1/2" = 1'-0"
1-HR RATED INTERIOR WALL B
A3.2SCALE:1 1/2" = 1'-0"
1-HR RATED BREEZEWAY WALL C
A3.2SCALE:1 1/2" = 1'-0"
1-HR FIRE RATED FLOOR / CEILING D
A3.2
SCALE: N.T.S
TYP. GROUND LEVEL THRESHOLD E
A3.2
2"2'-0"2'-0"2'-0"
3'
-
6
"
1'
-
6
"
3'
-
0
"
2'-3"2'-0"2'-0"2'-0"2"
4"2'-11 1/4"2'-9"1'-11 3/4"2"
3'
-
0
"
8'
-
0
"
1'-10"2'-9"
2'
-
7
"
1'-6"
33" MINIMUM
3'-3"2'-9"1'-11 3/4"2"
3'
-
0
"
8'
-
0
"
s e e n o t e
3 '-6 "
3 '-0 "
note: verify
clearances with
w/d manufacturer
wood shelfclothes rod
countertop
STATE OF IDAHO
BRENT A. McFARLAND AR-2561
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Job Number:
Date:
Drawn By:
STRUCTURAL ENGINEERING
Frost Structural Engineering
1020 Lincoln Road
Idaho Falls, ID 83401
Tel: (208) 227-8404
Fax: (208) 227-8405
Checked By:
Plot Date:
Consultants:
Drawing Number:
File:
Revisions:
Pr
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Dr
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\\dc01\JRWA\Drawings\910-Leatham 4-plex
Condos 2022\BIM\910- 4-Plex_2.0 (July 27
Review Comments).rvtA4.1
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SCALE:1/2" = 1'-0"
KITCHEN A & B -NORTH A
A4.1SCALE:1/2" = 1'-0"
KITCHEN A -SOUTH B
A4.1SCALE:1/2" = 1'-0"
BATHROOM VANITY D
A4.1 SCALE:1/2" = 1'-0"
KITCHEN B -SOUTH C
A4.1
SCALE:1/2" = 1'-0"
LAUNDRY E
A4.1
JRW & ASSOCIATES, PLLC. DRAWINGS AND DESIGNS ARE PROTECTED BY COPYRIGHT AND THE ARCHITECT RETAINS TOTAL OWNERSHIP AND CONTROL. ANY UNAUTHORIZED USE OF DRAWINGS, DESIGNS OR IDEAS WITHOUT WRITTEN CONSENT OF THE ARCHITECT ARE PROHIBITED
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GENERAL REQUIREMENTS:1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BYREPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEYNECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY ANEXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKINGKNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOTEVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ONTHESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRYACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOTEXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.BASIS FOR DESIGN:1.BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = II4. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTORIe = 1.00SITE CLASSDSEISMIC DESIGN CATEGORYDMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.142, SS = 0.366DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.22, SDS = 0.368PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.0665. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE30.2 PSFNET UPLIFT ON ROOF37.3 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOF35 PSF18 PSFFLOOR40 PSF27 PSFSTAIRS100 PSF40 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSES/JOISTSL/360L/240FLOOR TRUSSES/JOISTSL/600L/240BEAMSL/360L/240 FOUNDATION NOTES:1.IN LIEU OF A GEOTECHNICAL REPORT: THE F
O
U
N
D
A
T
I
O
N
H
A
S
B
E
E
N
D
E
S
I
G
N
E
D
ACCORDING TO THE RECOMMENDATIONS OF
C
H
A
P
T
E
R
1
8
O
F
T
H
E
I
B
C
.
2.THE SOIL DESIGN VALUES LISTED BELOW HA
V
E
B
E
E
N
A
P
P
R
O
V
E
D
B
Y
T
H
E
CITY/COUNTY BUILDING DEPARTMENT, CONTI
N
G
E
N
T
T
H
A
T
T
H
E
S
O
I
L
O
N
T
H
E
S
I
T
E
PREDOMINATELY CONSISTS OF SAND AND/O
R
G
R
A
V
E
L
.
SPECIFIC SOIL CLASSIFICATIONS SHOULD BE
O
N
E
O
F
T
H
E
F
O
L
L
O
W
I
N
G
:
S
A
N
D
Y
GRAVEL OR GRAVEL(GW OR GP), SAND(SW A
N
D
S
P
)
,
S
I
L
T
Y
S
A
N
D
(
S
M
)
,
C
L
A
Y
E
Y
SAND(SC), SILTY GRAVEL(GM), OR CLAYEY G
R
A
V
E
L
(
G
C
)
.
T
H
E
S
E
S
O
I
L
CLASSIFICATIONS CAN BE FOUND IN TABLE 1
8
0
6
.
2
O
F
C
H
A
P
T
E
R
1
8
O
F
T
H
E
I
B
C
.
VERIFICATION OF SOIL CLASSIFICATION IS TH
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
CONTRACTOR.3.A ONE-THIRD INCREASE IN BEARING PRESSU
R
E
S
I
S
A
L
L
O
W
E
D
W
I
T
H
S
E
I
S
M
I
C
O
R
WIND LOAD COMBINATIONS. LATERAL BEARIN
G
A
N
D
L
A
T
E
R
A
L
S
L
I
D
I
N
G
R
E
S
I
S
T
A
N
C
E
MAY BE COMBINED.4.ALL FOUNDATIONS SHALL BEAR ON COMPAC
T
E
D
E
N
G
I
N
E
E
R
E
D
F
I
L
L
O
R
C
O
M
P
E
T
E
N
T
NATIVE SOIL SUBBASE COMPACTED TO 95% D
R
Y
D
E
N
S
I
T
Y
(
S
T
A
N
D
A
R
D
P
R
O
C
T
O
R
)
.
GRADE IS DEFINED AS LOWEST ADJACENT G
R
A
D
E
W
I
T
H
I
N
5
F
E
E
T
O
F
T
H
E
B
U
I
L
D
I
N
G
FOR PERIMETER FOOTINGS. WHERE EXTERIO
R
P
A
V
I
N
G
O
R
C
O
N
C
R
E
T
E
I
S
D
I
R
E
C
T
L
Y
ADJACENT TO BUILDING, GRADE IS DEFINED
A
S
T
O
P
O
F
E
X
T
E
R
I
O
R
P
A
V
I
N
G
A
T
L
E
A
S
T
5 FEET FROM BUILDING. CONCRETE FOOTING
E
X
C
A
V
A
T
I
O
N
S
S
H
A
L
L
B
E
C
L
E
A
N
A
N
D
FREE OF LOOSE DEBRIS OR UN-COMPACTED
M
A
T
E
R
I
A
L
A
T
T
I
M
E
O
F
C
O
N
C
R
E
T
E
PLACEMENT.5.CONCRETE SLABS ON GRADE SHALL BE SUP
P
O
R
T
E
D
O
N
A
4
I
N
C
H
(
M
I
N
)
L
A
Y
E
R
O
F
FREE-DRAINING GRANULAR MAT (DRAINAGE
F
I
L
L
C
O
U
R
S
E
)
.
T
H
E
M
A
T
S
H
O
U
L
D
CONSIST OF A WELL GRADED SAND AND GRA
V
E
L
M
I
X
T
U
R
E
W
I
T
H
M
A
X
I
M
U
M
3
/
4
-
I
N
C
H
CRUSHED AGGREGATE. THE GRANULAR MAT
S
H
O
U
L
D
B
E
C
O
M
P
A
C
T
E
D
T
O
N
O
L
E
S
S
THAN 95% OF THE MAXIMUM DRY DENSITY AS
D
E
T
E
R
M
I
N
E
D
B
Y
A
S
T
M
D
1
5
5
7
.
6.BACKFILL AGAINST RESTRAINED WALLS SHAL
L
N
O
T
B
E
P
L
A
C
E
D
U
N
T
I
L
A
F
T
E
R
T
H
E
WALLS ARE SUPPORTED BY THE COMPLETIO
N
O
F
I
N
T
E
R
I
O
R
F
L
O
O
R
S
Y
S
T
E
M
S
A
N
D
CONCRETE OR GROUT STRENGTH HAS REAC
H
E
D
T
H
E
2
8
D
A
Y
S
T
R
E
N
G
T
H
L
I
S
T
E
D
BELOW.THE SOIL DESIGN VALUES FOR THE FOUNDATION
A
R
E
:
ALLOWABLE BEARING PRESSURE
1
5
0
0
P
S
F
ALLOWABLE LATERAL BEARING PRESSURE
1
5
0
P
S
F
/
F
T
ALLOWABLE LATERAL SLIDING COEFFICIENT
0
.
2
5
FOUNDATION BEAR
I
N
G
D
E
P
T
H
36" BELOW FINISHE
D
G
R
A
D
E
C
O
N
C
R
E
T
E
:
2
.
A
L
L
N
O
R
M
A
L
W
E
I
G
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N
C
R
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T
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S
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A
L
L
B
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A
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F
1
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0
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P
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B
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R
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.
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3
3
.
3
.
L
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1
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1
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