HomeMy WebLinkAboutRiverwalk Apartments PHASE 1- ARCH & STRUCT 9-16-22AREA 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
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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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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
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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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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
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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
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8" MINKNEE 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 WALL18" MIN
CLR WIDTH30" 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 APPROACH3. 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" BATHROOMSGUIDANCE 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:
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Condos 2022\BIM\910- 4-Plex_2.0 (July 27
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3'
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2
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14
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9
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22
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9
"
3'
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"
3'
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14
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9
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22
'
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"
4'
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"
15
'
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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
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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
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5'
-
1
1
1
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16
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-
6
1
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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
LIVINGROOM
WH
F.E.F.E.
FIRERISER
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
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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
ASim
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
3080ul 20 min. rated
3080ul 20 min. rated
26
6
8
LIVINGROOM
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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Dr
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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 MEMBRANEROOFING 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
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N
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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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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
N
910
RI
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L
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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" rigidinsulation over 3/4" plywood sheathing ONengineered truss. typ.
2 white single ply membrane roof over 6" rigidinsulation over 3/4" plywood sheathing oNSTRUCTURE. SEE STRUCTURAL
3 white single ply membrane roof over walk-offboard over 3/4" sheathing over structure.
5 PREFINISHED METAL SCUPPER LOCATION. COLOR TOMATCH 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
3080ext. 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
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1
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J
R
W
A
.
C
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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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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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S
910
RI
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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 DEPENDINGON 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
3080ext. 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
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S
u
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)
3
5
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2
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1
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W
.
J
R
W
A
.
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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
o
j
e
c
t
:
Dr
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i
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T
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\\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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S
910
RI
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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 DEPENDINGON 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
LIVINGROOMBATH
78
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
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E
N
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3
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2
3
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9
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(
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)
3
5
9
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2
2
7
1
WW
W
.
J
R
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A
.
C
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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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e
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).rvtA3.1
BU
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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 EXTERIORWALL 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 SPACEBETWEEN STEPS AND CEILING WITH SPRAY-IN FOAMINSULATION
17 1 1/2" ROUND TUBE STEEL HANDRAIL - PAINTED. ATTACHAT 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 ANDRETURN 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 10FEET 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
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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
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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:
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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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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'
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4"2'-11 1/4"2'-9"1'-11 3/4"2"
3'
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2'
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7
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1'-6"
33" MINIMUM
3'-3"2'-9"1'-11 3/4"2"
3'
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8'
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"
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
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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:
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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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P R O F E S S I O NAL ENGI
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TATE OF I D A H O
A
9/14/22
14134
D
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L I C ENSED
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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/OR
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 GR
A
V
E
L
(
G
C
)
.
T
H
E
S
E
S
O
I
L
CLASSIFICATIONS CAN BE FOUND IN TABLE 18
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 SUPP
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
H
T
C
O
N
C
R
E
T
E
S
H
A
L
L
B
E
R
E
G
U
L
A
R
W
E
I
G
H
T
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F
1
5
0
P
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S
P
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R
C
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B
I
C
F
O
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-
R
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K
A
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.
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C
3
3
.
3
.
L
A
P
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P
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B
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R
1
2
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F
A
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I
3
1
8
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KEYNOTES:1.WOOD STUD WALL, SEE PLAN2.WOOD HEADER3.KING STUD(S) PER PLAN4.(2) 16d NAILS AT 2" O.C.5.16d NAILS AT 12" O.C.6.TRIMMER STUD(S) PER PLAN2631545T11TYPICAL HEADER CONNECTIONTD_WF02NO SCALEKEYNOTES:1.DBL TOP PLATE, SEE PLAN2.WOOD STUD WALL, SEE PLAN3.PLYWOOD SHEATHING4.WOOD POST ABOVE5.WOOD TRUSS OR JOIST6.SOLID BLOCKING BETWEEN FLOORS,MATCH BEARING WITH OF POST ABOVE,MINIMUM7.SIMPSON A35 CLIP EACH SIDE OF SOLIDBLOCKING, WHERE POST ABOVE IS MORETHAN (2) STUDS, OTHERWISE ATTACH TOTOP PLATE WITH (2) 16d TOE-NAILS ATEACH BLOCK8.WOOD POST BELOW215678 3 4 2T12SOLID BLOCKING BETWEEN FLOORSTD_WF04NO SCALE 3 4 22187655KEYNOTES:1.SOLID BLOCKING TO BE TIGHT AGAINSTPLYWOOD2.PREFAB WOOD TRUSS OR WOOD JOIST3.TOP OF WOOD PLATE OR BEAM ASOCCURS4.PLYWOOD SHEATHING5.EDGE NAILINGNOTE:A.FOR CONSTRUCTION BELOW BLOCKING,SEE PLAN AND DETAILS. BLOCKING ISCONTINUOUSB.INDIVIDUAL SHEAR BLOCKS MAY BEOMITTED EVERY 5TH BLOCK DEPTHX2"6"2.5"8"10"12"3"3"XX2XXSOLID 2x BLOCKINGWITH FIELD CUT VENTILATION VENTILATION OPENINGSTYPICAL SOLID BLOCKINGDEPTHTYPICAL SOLID BLOCKINGWITH PREFAB VENTILATION XT13ELEVATION - TYPICAL SOLID 2x BLOCKINGTD_WF08NO SCALE 4523154231554231 CONNECTION
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14134
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1
P R O F E S S I O NAL ENGI
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TATE OF I D A H O
A
9/14/22
14134
D
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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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