HomeMy WebLinkAboutPLANS - 20-00393 - Crapo Apartment - Duplex to 4-Plex RemodelINDEX OF SHEETS
G-101
A-101
A-102
S-101
E-101
COVER SHEET
MAIN FLOOR
LOWER LEVEL
STRUCTURAL
MEP MARKUP PLAN
BUILDING HEIGHT PEAK TO GRADE APX. 25'
TOTAL BUILDING SQ FT APX 3056 FT^2
2 STORIES ABOVE GRADE
USE
CONSTRUCTION TYPE
SPRINKLER
FLOORS: 1/2 HR - 711.2.4.3
UNIT SEPERATION WALLS: 1/2 HR - 708.3 EXC. #2
SYSTEM TYPE - NFPA 13
UNDER STAIRS - 1/2" - 1011.7.3
DRAFTSTOP NOT REQ. - 718.3.2 EXC. #1
FIRE BLOCKING REQ - 718.2.3
SOUND RATING
MIN. STC 50 FOR SEPERATION WALLS AND FLOORS - 1207.2
WALL AND FLOOR STC RATING REQ. IF NOT GRANDFATHERED
REQUIRED IF NOT GRANDFATHERED - 903.2.8
GROUP R2
VB
CRAPO APARTMENT REMODEL CODE REVIEW
LOCATION: REXBURG
SNOW LOAD: 35 PSF
WIND SPEED: 115_MPH
FROST DEPTH: 36
SEISMIC: D1
REGULATION: IRC 2015
CRAPO APARTMENT REMODEL
150 E 2ND S.
REXBURG, ID 83440
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7
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9
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4
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11
4
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F
RE
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DW
W
F
PA
N
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CA
B
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WINDOW
SEAT
PA
N
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CA
B
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E
T
REOPEN EXISTING
DECKEXISTING DECK
STRUCTURE
KITCHEN
10'-2" x 10'-3"
LIVING ROOM
18'-9" x 15'-7"
BED ROOM
12'-0" x 11'-8"
BED ROOM
9'-10" x 11'-8"
KITCHEN
13'-0" x 11'-3"
LIVING ROOM
12'-1" x 15'-7"
BED ROOM
12'-1" x 11'-8"BED ROOM
8'-4" x 11'-8"
W /D
W/D
UP
7
I
1
9
9
11
4
48
11
4
4
8
1O
12
'-1 1 /8 "
2 '-5 1 /4 "
8 '-5 1 /2 "
10
'-4 1 /8 "
8 '-9 5 /8 "
3 '-3 1 /2 "
15
'-7 3 /4 "
12
'-1 1 /8 "
4 '-3 1 /2 "
7 '-5 1 /8 "
3 '-10
1 /4 "
6 '-2 1 /2 "
5 '-11
1 /2 "
4'
11
'-7 3 /4 "
12'-13/8"2'-43/8"10'-21/2"8'-97/8"2'-67/8"2'-85/8"12'-53/4"
10'-33/8"1'-10"2'-31/2"10'-33/8"8'-97/8"2'-67/8"2'-73/4"2'-43/4"10'-17/8"
12
'-1 1 /8 "
4 '-3 1 /2 "
11
'-3 3 /8 "
3'-31/2"4'-3/4"5'-37/8"2'-83/4"9'-91/2"
2'-43/8"
2'-25/8"
5 '-11
3 /4 "
4'
10'-1"15'-75/8"
6 '-1 5 /8 "
5 '-10
5 /8 "
4'
EXISTING DECK
STRUCTURE
WINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
1
3
1
1
1
2
5
1
3
1
1
1
1
1
1
HEIGHT
6'-8"
6'-8"
6'-8"
6'-81...
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-10"
6'-8"
6'-8"
SIZE
W
2'
2'
2'
2'
2'
2'
2'-6"
2'-6"
3'
2'-7"
4'
4'
4'-3"
4'-8"
6'-6"
6'-6"
HT
2'
2'
2'-6"
2'-6"
3'
3'
4'
4'
3'
4'-9"
2'-2"
4'-8"
4'-8"
5'-2"
3'
4'-9"
NEW OR EXISTING
Existing
Existing
Existing
Existing
Existing
Existing
Existing
New
New
Existing
Existing
Existing
Existing
Existing
Existing
Existing
EGRESS COMPLIANCE
NA
NO
NA
NA
NA
NO
NA
NA
NA
NO
NA
NA
NA
NA
NA
NA
NOTES
MUST OPEN EQUAL OR WIDER THAN 20" AND HAVE 5.7 SQ FT CLEARANCE
CLEAR OPENING MUST BE 5.0 SQFT MIN.
CLEAR OPENING MUST BE 5.7 SQFT
DOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
1O
11
QTY
1
2
4
5
2
1
4
4
2
6
3
LOCATION
Interior
Interior
Interior
Interior
Interior
Interior
Exterior
Interior
Interior
Interior
Interior
DOOR
W
2'-4"
2'-4"
2'-6"
2'-6"
2'-8"
3'
3'
3'
3'-6"
4'
5'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NEW OR EXISTING
Existing
New
Existing
New
New
Existing
New
New
New
New
New
NOTES
1 MAIN LEVEL DEMOLITION
SCALE: 1/4" = 1'-0"
4 MAIN LEVEL NEW CONSTRUCTION
SCALE: 1/4" = 1'-0"
5 MAIN LEVEL WALL FRAMING
SCALE: 1/4" = 1'-0"
NOTE: BUILDER TO VERIFY COMPLIANCE OF EXISTING WINDOWS AND NEW WINDOWS WITH CURRENT EGRESS RIQUIREMENTS
NOTE THAT REAL WORLD DIMENSIONS MAY VARY FROM WHAT IS SHOWN. IF THERE IS A CONFLICT OF DIMENSIOSN OR QUESTION ON LAYOUT
BUILDER OR OWNER SHOULD VARIFY SAID DIMENSIONS WITH THE DESIGNER.
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F
FRE
DRW DESK
WHWH
LIVING ROOM
12'-1" x 15'-7"
CHIMNEY
F F FF
7
7
F
1
1
2
2
2
2
3
1
3
1
2
1
2
F
RE
RE F
DR
W
DW
DR
W
DW PA
N
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B
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T
LINEN
CLOSET
PANTRY/
STORAGE
PANTRY
CABINET
KITCHEN
18'-1" x 10'-0"
LIVING ROOM
9'-10" x 15'-6"
LIVING ROOM
12'-1" x 15'-7"
BEDROOM
10'-3" x 9'-0"
BEDROOM
10'-11" x 11'-5"
BEDROOM
11'-6" x 11'-5"
BEDROOM
12'-8" x 7'-10"
LIVING ROOM
12'-8" x 13'-3"
KITCHEN
9'-7" x 10'-1"
CHIMNEY
F F FF
7
7
F
1
1
2
2
2
2
3
1
3
1
2
1
2
10'-4"1'-111/2"11'-35/8"2'-31/2"11'-105/8"13'-7/8"
9 '-6 1 /8 "
2 '-3 1 /2 "
2 '-2 7 /8 "
13
'
-
4
"
6'-9"6'-3/8"
3'-2"3'-3"6'-43/8"
8 '-2 1 /8 "
9 '-1 /2 "
10
'-1 3 /8 "
5'-
1
1
"
5'-
7
"
7'-
4
"
4 '-2 1 /8 "
6'-103/8"3'-6"
(2) 1-3/4"X9-1/2" 1.9E LVL
3-PLY 2X4 GANG STUD (TYP)
EXISTING FLOOR BEAM
WINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
TYPE
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
TBD
QTY
1
1
3
1
1
1
2
5
1
3
1
1
1
1
1
1
HEIGHT
6'-8"
6'-8"
6'-8"
6'-81...
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-10"
6'-8"
6'-8"
SIZE
W
2'
2'
2'
2'
2'
2'
2'-6"
2'-6"
3'
2'-7"
4'
4'
4'-3"
4'-8"
6'-6"
6'-6"
HT
2'
2'
2'-6"
2'-6"
3'
3'
4'
4'
3'
4'-9"
2'-2"
4'-8"
4'-8"
5'-2"
3'
4'-9"
NEW OR EXISTING
Existing
Existing
Existing
Existing
Existing
Existing
Existing
New
New
Existing
Existing
Existing
Existing
Existing
Existing
Existing
EGRESS COMPLIANCE
NA
NO
NA
NA
NA
NO
NA
NA
NA
NO
NA
NA
NA
NA
NA
NA
NOTES
MUST OPEN EQUAL OR WIDER THAN 20" AND HAVE 5.7 SQ FT CLEARANCE
CLEAR OPENING MUST BE 5.0 SQFT MIN.
CLEAR OPENING MUST BE 5.7 SQFT
DOOR SCHEDULE
ID
1
2
3
4
5
6
7
8
9
1O
11
QTY
1
2
4
5
2
1
4
4
2
6
3
LOCATION
Interior
Interior
Interior
Interior
Interior
Interior
Exterior
Interior
Interior
Interior
Interior
DOOR
W
2'-4"
2'-4"
2'-6"
2'-6"
2'-8"
3'
3'
3'
3'-6"
4'
5'
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NEW OR EXISTING
Existing
New
Existing
New
New
Existing
New
New
New
New
New
NOTES
1 LOWER LEVEL DEMOLITION
SCALE: 1/4" = 1'-0"2 LOWER LEVEL NEW CONSTRUCTION
SCALE: 1/4" = 1'-0"
5 LOWER LEVEL WALL FRAMING
SCALE: 1/4" = 1'-0"
NOTE: BUILDER TO VERIFY COMPLIANCE OF EXISTING WINDOWS AND NEW WINDOWS WITH CURRENT EGRESS RIQUIREMENTS
NOTE THAT REAL WORLD DIMENSIONS MAY VARY FROM WHAT IS SHOWN. IF THERE IS A CONFLICT OF DIMENSIOSN OR QUESTION ON LAYOUT
BUILDER OR OWNER SHOULD VARIFY SAID DIMENSIONS WITH THE DESIGNER.
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9 '-4 3 /8 "
3'-
1
0
"
8'-13/8"BF24 BF24
PUT NEW FOOTING IN LINE WITH
EXISTING FRAMING
VERIFY EXISTING W/ ENGINEER
OR REPLACE WITH 3-1/8"X9" 24F-V4 GLB
(2) 2X10 SPF 1
HUC210-2 OR OTHER APPROVED (TYP.)
WELDED TO STEEL POST PER MAN. SPEC.
MIN. 2X6 SPF 2 @ 16" O.C.
3/4 CDX DECKING
WATERPROOF DECKING SEALANT/ MEMBRANE
SLOPE JOISTS PER DECKING MANUFACTURE'S SPEC.
LUC26Z HANGER (TYP)
HSS 4X4X1/4"
LUC26Z HANGER (TYP)
FOOTING SCHEDULE
ID
BF24
DEPTH
---
WIDTH
---
TYPE
CONT
# OF BARS
(2)
BAR SIZE
#4
PIER (IF REQUIRED)
8" SONOTUBE (2) #4 BAR
MANUFACTURED STAIRCASE
SHOP DRAWINGS TO BE APPROVED
BY ENGINEER
HANDRAIL PER
IBC 1014
HANDRAIL PER
IBC 1015
NEW CONSTRUCTION INDICATED
IN WHITE WITH GREEN BORDER
REMOVE WALLS TO OPEN
EXISTING BALCONY
1/2"X5"X5" STEEL EMBED PLATE WITH (4) 5/8" DIA X 6" LONG WELD STUDS
HSS 4X4X1/4"
8" SONOTUBE
BF24
1/4"7018
1 FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
3 FIRST FLOOR FRAMING
SCALE: 1/4" = 1'-0"
4 PORCH
NOT TO SCALE
5 COLUMN TO POST CONNECTION
NOT TO SCALE
FOUNDATION NOTE:
1. SEE FOOTING SCHEDULE FOR PIER SIZE, AND REBAR
REQUIREMENTS
2. 1/2"X5"X5" STEEL EMBED PLATE WITH (4) 5/8" DIA X 6"
LONG WELD STUDS
3. FOOTING DESIGN IS BASED ON SOIL LOAD-BEARING
CAPACITY OF 1500 PSF. IF CONTRACTORS ENCOUNTER
EXPANSIVE SOILS OR OTHER PROBLEMS, THE SITE
MUST BE APPROVED BY A SOILS ENGINEER PRIOR TO
POURING FOOTINGS IN THAT AREA.
4. CONCRETE FOR FOOTINGS AND FOUNDATION WALLS TO
HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3000
PSI. 2500 PSI USED IN DESIGN, THEREFORE NO SPECIAL
INSPECTIONS..
5. REINFORCING STEEL SHALL BE GRADE 60 FOR #4 BAR
& LARGER BUT MAY BE GRADE 40 FOR #3 AND
SMALLER BARS.
6. THE THICKNESS OF CONCRETE FLOOR SLABS SUPPORTED
DIRECTLY ON THE GROUND SHALL NOT BE LESS THAN 3.5"
(98 MM). A6-MIL (0.006 INCH; 0.15 MM) POLYETHYLENE
VAPOR RETARDER. CONTROL JOINTS @ 25' O.C. MAX EA.
DIR. OR CENTERED PER OWNER PREFERENCE.
FLOOR JOISTS SIZE AND TYPE PER ENGINEER
DECK MEMBRAIN WATERPROOFING INSTALLED OVER PER
MANUFACTURER'S SPECIFICATION
3/4" CDX w/ GLUE AND 10d RING SHANK
NAILS 3/12 SPACING (TYP)
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1 MAIN FLOOR MEP
SCALE: 1/4" = 1'-0"
2 LOWER LEVEL MEP
SCALE: 1/4" = 1'-0"
MEP DRAWING NOTE:
1. These drawings are provided for the Mechanical, Electrical, and Plumbing contractors to
make notations and changes according to the direction of the homeowner and general
contractor.
2. It is the responsibility of the individual contractors to ensure that all trade-specific design
is done according to the latest code standards and the homeowners preference
3. The trade contractors shall present all material and fixture selections for homeowner
approval prior to purchase and installation
4. If the installation of any pipes, ductwork, wires or other material require modification of
the specified structure, the general contractor shall contact the structural engineer or
designer to verify that such modification will not negatively effect the strength of the
effected structural element DR
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