HomeMy WebLinkAboutAPPROVED PLANS - 22-00078 - 341 W 1st N Units 1 & 2 - New DuplexAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Kyle Baldwin Kyle.Baldwin@rexburg.org 208-372-2164
Description : 341 W 1st N Units 1 & 2 - New Duplex
Address :
Record Type : Building New Duplex
Document Filename : PLANS - 22-00078 - 341 W 1st N - New Duplex.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 22-00078
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
G-101 Line Larry Beesley : Building Open 1
G-101 Line Larry Beesley : Building Open 1
G-101 Stamp Larry Beesley : Building Open 1 Approved - Building Inspector
A-101 Polyline Larry Beesley : Building Open 3
A-101 Polyline Larry Beesley : Building Open 3
A-101 Polyline Larry Beesley : Building Open 3
A-101 Free text Larry Beesley : Building Open 3 SD CO
A-101 Free text Larry Beesley : Building Open 3 SD
A-101 Free text Larry Beesley : Building Open 3 SD
A-101 Free text Larry Beesley : Building Open 3 SD
A-101 Free text Larry Beesley : Building Open 3 FAN
A-101 Free text Larry Beesley : Building Open 3 FAN
A-101 Free text Larry Beesley : Building Open 3 2A10BC FIRE EXTINGUISHER
Building New Duplex
Approval of plans does not constitute approval of variance from code
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
A-101 Free text Larry Beesley : Building Open 3 2A10BC FIRE EXTINGUISHER
A-101 Free text Larry Beesley : Building Open 3 FAN
A-101 Free text Larry Beesley : Building Open 3 FAN
A-101 Free text Larry Beesley : Building Open 3 SD CO
A-101 Free text Larry Beesley : Building Open 3 SD
A-101 Free text Larry Beesley : Building Open 3 SD
A-101 Free text Larry Beesley : Building Open 3 SD
A-101 Free text Larry Beesley : Building Open 3 TEMP.
A-101 Free text Larry Beesley : Building Open 3 TEMP.
A-101 Free text Larry Beesley : Building Open 3 TEMP.
A-101 Free text Larry Beesley : Building Open 3 TEMP.
A-101 Free text Larry Beesley : Building Open 3 TEMP.
A-101 Free text Larry Beesley : Building Open 3 TEMP.
A-101 Stamp Larry Beesley : Building Open 3 Prescriptive Insulation
A-101 Free text Larry Beesley : Building Open 3 1 A TEMP
A-101 Free text Larry Beesley : Building Open 3 1 B TEMP.
A-101 Free text Larry Beesley : Building Open 3 TEMP.
A-101 Free text Larry Beesley : Building Open 3 2 C TEMP.
A-101 Free text Larry Beesley : Building Open 3 Fire rate the recessed area for the stairs with 5/8" dense shield
drywall
A-101 Stamp Larry Beesley : Building Open 3 Approved - Building Inspector
A-201 Free text Larry Beesley : Building Open 4 Street Number
Displayed on House
A-201 Free text Larry Beesley : Building Open 4 Ground Surface to Slope away from Foundation a minimum of
6" within first 10 ft.
A-201 Free text Larry Beesley : Building Open 4 Minimum Frost Depth Ground Surface to Bottom of Footing
36"
A-201 Free text Larry Beesley : Building Open 4 Roof Ventilation as per R806
A-201 Free text Larry Beesley : Building Open 4 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
A-201 Free text Larry Beesley : Building Open 4 Handrails (34' to 38' above stair nosing)R311.7
A-201 Stamp Larry Beesley : Building Open 4 Approved - Building Inspector
A-301 Stamp Larry Beesley : Building Open 5 Approved - Building Inspector
S-101 Stamp Larry Beesley : Building Open 6 Approved - Building Inspector
Approval of plans does not constitute approval of variance from code
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
S-301 Stamp Larry Beesley : Building Open 7 Approved - Building Inspector
S-401 Stamp Larry Beesley : Building Open 8 Approved - Building Inspector
R-101 Stamp Larry Beesley : Building Open 9 Approved - Building Inspector
E-101 Stamp Larry Beesley : Building Open 10 Prescriptive Insulation
E-101 Free text Larry Beesley : Building Open 10 THE CEILING MUST HAVE 2 LAYERS OF 5/8" TYPE X DRYWALL
AND BATH FANS MUST HAVE FIRE DAMPNERS.
E-101 Line Larry Beesley : Building Open 10
E-101 Line Larry Beesley : Building Open 10
E-101 Stamp Larry Beesley : Building Open 10 Approved - Building Inspector
C-101 Callout Kyle Baldwin : P&Z Open 2 Please show location and dimensions of parking area as well
as any other concrete/asphalt areas
C-101 Line Kyle Baldwin : P&Z Open 2 12.41 ft
C-101 Callout Kyle Baldwin : P&Z Open 2 Full width easement must be shown for access requirement.
Min 24' wide
C-101 Stamp Kyle Baldwin : P&Z Open 2 Corrections Required
Approval of plans does not constitute approval of variance from code
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REENGINEERING IS REQUIRED.
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INDEX OF SHEETS
G-101
C-101
A-101
A-201
A-301
S-101
S-301
S-401
R-101
E-101
COVER SHEET
SITE
FLOOR PLANS
ELEVATIONS
SECTIONS
FOUNDATION
WALL FRAMING
FLOOR & ROOF FRAMING
DETAILS
MEP MARKUP PLAN
FINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGEFINISHED SQUARE FOOTAGE
ID
BASEMENT
MAIN FLOOR
AREA
1,405.33
1,405.33
2,810.66 ft²
DECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGEDECK/PORCH SQUARE FOOTAGE
ID
CONCRETE DECK
DECK
AREA
139.56
34.68
174.24 ft²
LOCATION: REXBURG, ID.
ROOF SNOW: 50PSF
GROUND SNOW: 35 PSF
WIND SPEED: 115 MPH
EXPOSURE: C
FROST DEPTH: 36 INCHES
SEISMIC: D1
Ss 0.365
S1 0.142
SDS 0.367
SD1 0.220
REGULATION: IRC 2018
NEF APARTMENTSNEF APARTMENTSNEF APARTMENTSNEF APARTMENTS
ENERGY COMPLIANCE PRESCRIPTIVE METHOD:ENERGY COMPLIANCE PRESCRIPTIVE METHOD:ENERGY COMPLIANCE PRESCRIPTIVE METHOD:ENERGY COMPLIANCE PRESCRIPTIVE METHOD:
MIN 95% EFFICIENT FURNACEMIN 95% EFFICIENT FURNACEMIN 95% EFFICIENT FURNACEMIN 95% EFFICIENT FURNACE
MIN R22 IN WALLSMIN R22 IN WALLSMIN R22 IN WALLSMIN R22 IN WALLS
MIN R30 IN FLOORMIN R30 IN FLOORMIN R30 IN FLOORMIN R30 IN FLOOR
MIN R49 IN ATTICMIN R49 IN ATTICMIN R49 IN ATTICMIN R49 IN ATTIC
MIN R15/19 CRAWL SPACE WALLSMIN R15/19 CRAWL SPACE WALLSMIN R15/19 CRAWL SPACE WALLSMIN R15/19 CRAWL SPACE WALLS
MIN .27 WINDOW U-FACTORMIN .27 WINDOW U-FACTORMIN .27 WINDOW U-FACTORMIN .27 WINDOW U-FACTOR
MIN .27 DOOR U-FACTORMIN .27 DOOR U-FACTORMIN .27 DOOR U-FACTORMIN .27 DOOR U-FACTOR
N
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71
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71
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81'-1081'-1081'-1081'-10 3/8"3/8"3/8"3/8"
341 W 1ST N341 W 1ST N341 W 1ST N341 W 1ST N
REXBURG, IDAHOREXBURG, IDAHOREXBURG, IDAHOREXBURG, IDAHO
5' SETBACK5' SETBACK5' SETBACK5' SETBACK
5' SETBACK5' SETBACK5' SETBACK5' SETBACK
22220000' SETBACK' SETBACK' SETBACK' SETBACK
1 SITE PLANSITE PLANSITE PLANSITE PLAN
SCALE: SCALE: SCALE: SCALE: 1" = 10'1" = 10'1" = 10'1" = 10'
SITE PLAN NOTE:SITE PLAN NOTE:SITE PLAN NOTE:SITE PLAN NOTE:
1. SOUTH FORK DESIGN GROUP DOES NOT PROVIDE SURVEYING, CIVIL
ENGINEERING OR GEO TECHNICAL ENGINEERING. IT IS THE RESPONSIBILITY OF THE
OWNER/CONTRACTOR TO ACQUIRE THESE SERVICES IF APPLICABLE.
2. U.N.O. THE SITE PLAN IS BASED ON MEASUREMENTS OBTAINED FROM PUBLIC
RECORD DOCUMENTS OR GIS SYSTEM INFORMATION AND MAY NOT BE EXACT.
3. IT IS THE OWNERS/CONTRACTORS RESPONSIBILITY TO OBTAIN NECESSARY
SURVEY DATA, INCLUDING TOPOGRAPHICAL INFORMATION
4. LOCATION OF UTILITIES SHOULD BE CONFIRMED BY THE CONTRACTOR PRIOR TO
EXCAVATION
5. WHERE SEPTIC AND/OR FRESH WATER WELLS ARE NECESSARY, PERMITS AND
LOCATION SHOULD BE OBTAINED FROM THE AUTHORITY HAVING JURISDICTION
(TYPICALLY HEALTH DEPT)
6. INDICATED LOCATIONS OF SEPTIC, WELL, AND/OR UTILITIES ARE ASSUMED OR
SUGGESTED AND SHOULD BE VERIFIED AND APPROVED BY THE OWNER/CONTRACTOR
AND THE AUTHORITY HAVING JURISDICTION
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Please show location and
dimensions of parking area as
well as any other concrete/asphalt
areas
1
2
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4
1
f
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Full width easement must
be shown for access
requirement. Min 24' wide
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STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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UP
DW
A
F
A
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C D
2
2
42
2
6
2
6
4
3
7
G 5
5
W DR F
1
48
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48
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48
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48
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30'30'30'30'
6'
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3
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6'
-
3
"
6'
-
3
"
6'
-
3
"
4'
-
9
"
4'
-
9
"
4'
-
9
"
4'
-
9
"
22
'
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8
"
22
'
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8
"
22
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-
8
"
22
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-
8
"
9'
-
5
9'
-
5
9'
-
5
9'
-
5
1/
2
"
1/
2
"
1/
2
"
1/
2
"
5'-85'-85'-85'-8 1/2"1/2"1/2"1/2"
6'-6"6'-6"6'-6"6'-6"
9'
-
5
9'
-
5
9'
-
5
9'
-
5
1/
2
"
1/
2
"
1/
2
"
1/
2
"
12'-9"12'-9"12'-9"12'-9"
13
'
-
9
13
'
-
9
13
'
-
9
13
'
-
9
1/
2
"
1/
2
"
1/
2
"
1/
2
"
10'-910'-910'-910'-9 1/2"1/2"1/2"1/2"
11
'
-
9
11
'
-
9
11
'
-
9
11
'
-
9
1/
2
"
1/
2
"
1/
2
"
1/
2
"
10'-910'-910'-910'-9 1/2"1/2"1/2"1/2"
17'-6"17'-6"17'-6"17'-6"
10'-910'-910'-910'-9 1/2"1/2"1/2"1/2"
11
'
-
4
"
11
'
-
4
"
11
'
-
4
"
11
'
-
4
"
STORAGESTORAGESTORAGESTORAGE PANTRYPANTRYPANTRYPANTRY
UTILITYUTILITYUTILITYUTILITY
MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOM
175 FT2
BEDROOMBEDROOMBEDROOMBEDROOM
153 FT2
BEDROOMBEDROOMBEDROOMBEDROOM
157 FT2
LIVING ROOMLIVING ROOMLIVING ROOMLIVING ROOM
145 FT2
BATHBATHBATHBATH
54 FT2
M. BATHM. BATHM. BATHM. BATH
53 FT2
KITHCENKITHCENKITHCENKITHCEN
142 FT2
2
A-
3
0
1
2
A-
3
0
1
1
A-301
1
A-301
DO
W
N
DW
DO
W
N
B
E
B
B
C D
2
2
42
2
3
2
3
4
3
7
H 5
5
1
W DR
F
11
'
-
7
"
11
'
-
7
"
11
'
-
7
"
11
'
-
7
"
48
'
48
'
48
'
48
'
30'30'30'30'
5'-6"5'-6"5'-6"5'-6"
6'
-
1
1
"
6'
-
1
1
"
6'
-
1
1
"
6'
-
1
1
"
12'-11"12'-11"12'-11"12'-11"
11'11'11'11'
17'-8"17'-8"17'-8"17'-8"
22
'
-
1
1
"
22
'
-
1
1
"
22
'
-
1
1
"
22
'
-
1
1
"
4'-11"4'-11"4'-11"4'-11"
9'
-
6
"
9'
-
6
"
9'
-
6
"
9'
-
6
"
9'
-
6
"
9'
-
6
"
9'
-
6
"
9'
-
6
"
13
'
-
1
1
"
13
'
-
1
1
"
13
'
-
1
1
"
13
'
-
1
1
"
12
'
12
'
12
'
12
'
11'11'11'11'
4'
-
5
"
4'
-
5
"
4'
-
5
"
4'
-
5
"
2
A-
3
0
1
2
A-
3
0
1
1
A-301
1
A-301
UTILITYUTILITYUTILITYUTILITY
STORAGESTORAGESTORAGESTORAGE PANTRYPANTRYPANTRYPANTRY
MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOM
182 FT2
BEDROOMBEDROOMBEDROOMBEDROOM
160 FT2
BEDROOMBEDROOMBEDROOMBEDROOM
128 FT2
KITCHENKITCHENKITCHENKITCHEN
137 FT2
LIVING ROOMLIVING ROOMLIVING ROOMLIVING ROOM
193 FT2
BATHBATHBATHBATH
55 FT2
M. BATHM. BATHM. BATHM. BATH
51 FT2
WINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULEWINDOW SCHEDULE
ID
A
B
C
D
E
F
G
H
TYPE
TBD
TBD
TBD
SINGLE HUNG
SINGLE HUNG
TBD
TBD
TBD
QTY
3
3
2
2
1
1
1
1
SIZE
W
5'
4'
3'
3'
5'
5'
4'
2'
HT
3'
4'
3'
3'
4'
3'
3'
4'
NOTES
DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE
ID
1
2
3
4
5
6
7
QTY
2
10
4
4
4
2
2
LOCATION
Exterior
Interior
Interior
Interior
Interior
Interior
Interior
FIRE RATING DOOR
W
3'
2'-6"
5'
4'
3'
4'-6"
3'-6"
HT
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
6'-8"
NOTES
DOUBLE
DOUBLE
DOUBLE
3 BASEMENT LEVEL PLANBASEMENT LEVEL PLANBASEMENT LEVEL PLANBASEMENT LEVEL PLAN
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
4 MAIN LEVEL PLANMAIN LEVEL PLANMAIN LEVEL PLANMAIN LEVEL PLAN
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
Fire rate the recessed area for the stairs
with 5/8" dense shield drywall
SD
FAN
FAN
SD CO
SD
SD
TEMP.
TEMP. TEMP.
1 A TEMP
TEMP.
2 C TEMP.
SD CO
SD
SD
FAN
2A10BC FIRE EXTINGUISHER 2A10BC FIRE EXTINGUISHER
FAN
SD
TEMP.
TEMP. TEMP.
1 B TEMP.
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PLN# 21-10-024
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REENGINEERING IS REQUIRED.
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CCCC DDDD
CCCC DDDD
EEEE BBBB
AAAAFFFF
4
12
4
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1111
1111
BBBB BBBB HHHH
AAAA AAAA GGGG
1 FRONT ELEVATIONFRONT ELEVATIONFRONT ELEVATIONFRONT ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
2 RIGHT ELEVATIONRIGHT ELEVATIONRIGHT ELEVATIONRIGHT ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
3 REAR ELEVATIONREAR ELEVATIONREAR ELEVATIONREAR ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
4 LEFT ELEVATIONLEFT ELEVATIONLEFT ELEVATIONLEFT ELEVATION
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
Handrails (34' to 38' above stair nosing)R311.7
Street Number
Displayed on House
Ground Surface to Slope away from
Foundation a minimum of 6" within first 10 ft.
Roof Ventilation as per R806
Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
Minimum Frost Depth Ground Surface to Bottom of Footing 36"
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9'
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-10'-5 3/4" T.O. FOOTING-10'-5 3/4" T.O. FOOTING-10'-5 3/4" T.O. FOOTING-10'-5 3/4" T.O. FOOTING
-6'-11 3/4" GRADE-6'-11 3/4" GRADE-6'-11 3/4" GRADE-6'-11 3/4" GRADE
-6'-5 3/4" T.O. FOUNDATION-6'-5 3/4" T.O. FOUNDATION-6'-5 3/4" T.O. FOUNDATION-6'-5 3/4" T.O. FOUNDATION
-1'-5/8" T.O. WALL-1'-5/8" T.O. WALL-1'-5/8" T.O. WALL-1'-5/8" T.O. WALL
0" UPPER FLOOR0" UPPER FLOOR0" UPPER FLOOR0" UPPER FLOOR
8'-1 1/8" T.O. WALL8'-1 1/8" T.O. WALL8'-1 1/8" T.O. WALL8'-1 1/8" T.O. WALL
14'-7 1/2" T.O. PROJECT14'-7 1/2" T.O. PROJECT14'-7 1/2" T.O. PROJECT14'-7 1/2" T.O. PROJECT
TRUSSES BYTRUSSES BYTRUSSES BYTRUSSES BY
MANUFACTURERMANUFACTURERMANUFACTURERMANUFACTURER OVERBUILDOVERBUILDOVERBUILDOVERBUILD 4
12
4
12TRUSSES BYTRUSSES BYTRUSSES BYTRUSSES BY
MANUFACTURERMANUFACTURERMANUFACTURERMANUFACTURER
9'
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TRUSSES BY MANUFACTURERTRUSSES BY MANUFACTURERTRUSSES BY MANUFACTURERTRUSSES BY MANUFACTURER
1 SECTION BSECTION BSECTION BSECTION B
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
2 SECTION ASECTION ASECTION ASECTION A
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
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4444 4444
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4444
4444
26262626
26262626
48
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11'-8"11'-8"11'-8"11'-8"18'-4"18'-4"18'-4"18'-4"
12
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5'
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8'8'8'8'
38'-6"38'-6"38'-6"38'-6"
8'-3"8'-3"8'-3"8'-3"
1'-2"1'-2"1'-2"1'-2"
7'-4"7'-4"7'-4"7'-4"11'-8"11'-8"11'-8"11'-8"18'-4"18'-4"18'-4"18'-4"
1'-2"1'-2"1'-2"1'-2"
7'-4"7'-4"7'-4"7'-4"4'-4"4'-4"4'-4"4'-4"
48
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3 3 3 3 1/
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FW
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FW1FW1FW1FW1
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FW1FW1FW1FW1
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FW1FW1FW1FW1
FW
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FW1FW1FW1FW1
FW1FW1FW1FW1
F1F1F1F1
F5F5F5F5
F1F1F1F1
F1F1F1F1
F1F1F1F1
F5F5F5F5
F1F1F1F1
F5F5F5F5
F1F1F1F1
F1F1F1F1
F1F1F1F1
F1F1F1F1
F14F14F14F14
F1F1F1F1
2
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A-301
1
A-301
FOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULEFOOTING SCHEDULE
IDIDIDID
F1
F5
F14
WIDTHWIDTHWIDTHWIDTH
16"
16"
---
DEPTHDEPTHDEPTHDEPTH
8"
8"
19"
FOOTING TYPEFOOTING TYPEFOOTING TYPEFOOTING TYPE
CONTINUOUS FOOTING
CONTINUOUS FOOTING
CONTINUOUS FOOTING
FOOTING REBARFOOTING REBARFOOTING REBARFOOTING REBAR
(2) #4 BAR CONT.
(2) #4 BAR CONT.
(2) #4 BAR CONT.
PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)PIER (IF REQUIRED)
---
---
---
FOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLSFOUNDATION WALLS
WALL IDWALL IDWALL IDWALL ID
FW1
THICKTHICKTHICKTHICK
8"
HEIGHTHEIGHTHEIGHTHEIGHT
4'
VERT BARVERT BARVERT BARVERT BAR
#4
VERT SPACINGVERT SPACINGVERT SPACINGVERT SPACING
24" O.C.
HORIZ BARHORIZ BARHORIZ BARHORIZ BAR
#4
HORIZ SPACINGHORIZ SPACINGHORIZ SPACINGHORIZ SPACING
24" O.C.
BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"BAR IN TOP 12"
(1)
J-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZEJ-BOLT SIZE
5/8" W/7" EMBED
J-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACINGJ-BOLT SPACING
48" O.C.
5 FOUNDATION PLANFOUNDATION PLANFOUNDATION PLANFOUNDATION PLAN
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
6 FOUNDATIONFOUNDATIONFOUNDATIONFOUNDATION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:FOUNDATION NOTE:
1. SEE FOUNDATION WALL SCHEDULE FOR FOUNDATION WALL SIZE, REBAR SPACING, & J-BOLT/ ANCHOR LOCATIONS.
2. PRESSURE TREATED SILL PLATE AT PERIMETER OF FOUNDATION
3. SEE FOOTING SCHEDULE FOR FOOTING SIZE AND REBAR PLACEMENT. ALL FOOTINGS TO BEAR ON APPROVED STRUCTURAL FILL OR UNDISTURBED SOIL.
4. 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.
5. 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.
6. LAP REBAR SPLICES 30 BAR DIAMETERS U.N.O.
7. REINFORCING STEEL SHALL BE GRADE 60 FOR #4 BAR & LARGER BUT MAY BE GRADE 40 FOR #3 AND SMALLER BARS .
8. DAMP PROOFING PER 2018 SECTION R 406
9. CRAWL SPACE VENTALATION @ 1:150 RATIO & PLACE (1) VENT WITHIN 3' OF EACH CORNER.
10. 18" X 24" MINIMUM CRAWLSPACE ACCESS HOLE.
11. 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.
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UP
DW
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G 5
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1
30'30'30'30'
30'30'30'30'
48
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48
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48
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12
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48
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48
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48
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48
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11'-6"11'-6"11'-6"11'-6"2'-4"2'-4"2'-4"2'-4"2'-5"2'-5"2'-5"2'-5"13'-9"13'-9"13'-9"13'-9"
7'-4"7'-4"7'-4"7'-4"
5'
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5'-35'-35'-35'-3 1/2"1/2"1/2"1/2"6'-5"6'-5"6'-5"6'-5"
8'8'8'8'
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9'9'9'9'
17
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6'
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6'
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6'
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9'
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7'7'7'7'
7'
-
6
"
7'
-
6
"
7'
-
6
"
7'
-
6
"
6'-6"6'-6"6'-6"6'-6"5'5'5'5'2'-6"2'-6"2'-6"2'-6"11'-10"11'-10"11'-10"11'-10"4'-2"4'-2"4'-2"4'-2"
7'-4"7'-4"7'-4"7'-4"4'-4"4'-4"4'-4"4'-4"
1'-2"1'-2"1'-2"1'-2"
7'-4"7'-4"7'-4"7'-4"
3 3 3 3 1/
2
"
1/
2
"
1/
2
"
1/
2
"
3 3 3 3 1/
2
"
1/
2
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1/
2
"
1/
2
"
SW6SW6SW6SW6
SW6SW6SW6SW6
SW
6
SW
6
SW
6
SW
6
SW
6
SW
6
SW
6
SW
6
SW6SW6SW6SW6
SW
6
SW
6
SW
6
SW
6
SW
6
SW
6
SW
6
SW
6
SW6SW6SW6SW6
C8C8C8C8
H7H7H7H7
H7H7H7H7
H7H7H7H7
H7H7H7H7
H7H7H7H7 H7H7H7H7
H7H7H7H7 H7H7H7H7
H7H7H7H7
C1C1C1C1
C1C1C1C1
H7H7H7H7
H7H7H7H7
H1H1H1H1
C4C4C4C4
C4C4C4C4
H7H7H7H7
05050505
STORAGESTORAGESTORAGESTORAGE PANTRYPANTRYPANTRYPANTRY
UTILITYUTILITYUTILITYUTILITY
MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOM
175 FT2
BEDROOMBEDROOMBEDROOMBEDROOM
153 FT2
BEDROOMBEDROOMBEDROOMBEDROOM
157 FT2
LIVING ROOMLIVING ROOMLIVING ROOMLIVING ROOM
145 FT2
BATHBATHBATHBATH
54 FT2
M. BATHM. BATHM. BATHM. BATH
53 FT2
KITHCENKITHCENKITHCENKITHCEN
142 FT2
2
A-
3
0
1
2
A-
3
0
1
1
A-301
1
A-301
C8C8C8C8
DO
W
N
DW
DO
W
N
B
E
B
B
C D
2
2
42
2
3
2
3
4
3
7
H 5
5
1
W DR
F
48
'
48
'
48
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48
'
17
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6
"
17
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6
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17
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-
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6'
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1
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1
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7'
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7'
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7'
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"
30'30'30'30'
30'30'30'30'
6'-6"6'-6"6'-6"6'-6"7'-6"7'-6"7'-6"7'-6"12'12'12'12'4'4'4'4'
48
'
48
'
48
'
48
'
11'-6"11'-6"11'-6"11'-6"2'-4"2'-4"2'-4"2'-4"2'-5"2'-5"2'-5"2'-5"13'-9"13'-9"13'-9"13'-9"
5'
-
8
"
5'
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8
"
5'
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8
"
5'
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8
"
4'
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5
4'
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5
4'
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4'
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5
1/
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6
"
6'6'6'6'
6'-5"6'-5"6'-5"6'-5"
5'-35'-35'-35'-3 1/2"1/2"1/2"1/2"6'6'6'6'
12
'
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8
"
12
'
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12
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12
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8'8'8'8'
27
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27
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27
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27
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9
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3'
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6
"
9'
9'9'9'
8'-3"8'-3"8'-3"8'-3"
8'-3"8'-3"8'-3"8'-3"
3 3 3 3 1/
2
"
1/
2
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1/
2
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1/
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3 3 3 3 1/
2
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1/
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1/
2
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2
A-
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0
1
2
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0
1
1
A-301
1
A-301
SW
6
SW
6
SW
6
SW
6
SW6SW6SW6SW6
SW
6
SW
6
SW
6
SW
6
SW6SW6SW6SW6
SW
6
SW
6
SW
6
SW
6
SW6SW6SW6SW6
SW
6
SW
6
SW
6
SW
6
SW6SW6SW6SW6
C8C8C8C8
C8C8C8C8
H7H7H7H7
H7H7H7H7
H7H7H7H7
H7H7H7H7
H7H7H7H7 H7H7H7H7
H1H1H1H1
C4C4C4C4
C4C4C4C4
H7H7H7H7
UTILITYUTILITYUTILITYUTILITY
STORAGESTORAGESTORAGESTORAGE PANTRYPANTRYPANTRYPANTRY
MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOM
182 FT2
BEDROOMBEDROOMBEDROOMBEDROOM
160 FT2
BEDROOMBEDROOMBEDROOMBEDROOM
128 FT2
KITCHENKITCHENKITCHENKITCHEN
137 FT2
LIVING ROOMLIVING ROOMLIVING ROOMLIVING ROOM
193 FT2
BATHBATHBATHBATH
55 FT2
M. BATHM. BATHM. BATHM. BATH
51 FT2
HEADERSHEADERSHEADERSHEADERS
IDIDIDID
H1
H7
PLYPLYPLYPLY
2
2
SIZESIZESIZESIZE
2X10 SPF
2X8 SPF
NOTENOTENOTENOTE
SHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULESHEAR WALL SCHEDULE
IDIDIDID
SW6
LOCATIONLOCATIONLOCATIONLOCATION
EXTERIOR
TYPETYPETYPETYPE
7/16” OSB W/ 8d @ 4” O.C. ALL PANEL EDGES & 12” O.C. FIELD OR 1-1/2" 16 GA STAPLES @ 4” O.C. ALL PANEL EDGES & 12” O.C. FIELD
COLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULECOLUMN SCHEDULE
IDIDIDID
C1
C4
C8
MATERIALMATERIALMATERIALMATERIAL
(3) 2X4 SPF #2 OR BETTER
(3) 2X6 SPF #2 OR BETTER
6X6 SPF #1 OR BETTER
4 BASEMENT LEVEL WALL FRAMINGBASEMENT LEVEL WALL FRAMINGBASEMENT LEVEL WALL FRAMINGBASEMENT LEVEL WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
5 MAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMINGMAIN LEVEL WALL FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:GENERAL FRAMING NOTE:
1. EXTERIOR WALL FRAMING SHALL BE CONVENTIONAL 2x6 FRAMING @ 16" O.C. U.N.O.
2. IF LUMBER GRADING IS NOT SPECIFIED, ASSUME SPF#2 OR BETTER.
3. SEE SHEAR OR BRACE WALL PANEL SCHEDULE FOR WALL SHEATHING AND FASTENING.
4. ENSURE THAT WALLS TALLER THAN 10' HAVE BLOCKING @ PANEL EDGES AND FIRE BLOCKING.
5. ENSURE THAT INTERIOR BEARING WALLS ARE SUPPORTED IN FLOOR BY BLOCKING OR DOUBLE JOISTS.
6. ENSURE THAT COLUMNS INDICATED ON MAIN OR UPPER FLOORS ARE DIRECTLY SUPPORT BY BEAMS OR COLUMNS IN LOWER FLOORS OR SOLID
BLOCKING. PROVIDE POSITIVE CONNECTIONS BETWEEN UPPER AND LOWER.
7. INSTALL ALL HANGERS, HOLD DOWNS, TIES, AND ANCHORS & CAPS AS SPECIFIED IN MANUFACTURER DOCUMENTATION.
8. ENSURE THAT WINDOWS & DOORS ARE FLASHED AND SEALED OVER AN APPROVED WALL/ROOFING MEMBRANE TO ENSURE MOISTURE PROTECTION
9. INSTALL SIDING PER MANUFACTURER REQ., INCLUDING RAIN SCREEN OR OTHER.
10. ALL STAIRS SHALL BE CONVENTIONAL IN CONSTRUCTION WITH A MAX RISE OF 7 3/4" AND A MINIMUM RUN OF 10".
11. PROVIDE GUARD RAILS @ 36" FROM NOSING , AND HANDRAILS AT THE SAME.
DE
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THESE PLANS ARE
STAMPED/ENGINEERED FOR
THE LOCATION SPECIFIED. IF
LOCATION CHANGES
REENGINEERING IS REQUIRED.
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4/12 4/12
4
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1
2
OVERBUILDOVERBUILDOVERBUILDOVERBUILD
MANUFACTUREDMANUFACTUREDMANUFACTUREDMANUFACTURED
TRUSSESTRUSSESTRUSSESTRUSSES
6X8 SPF#16X8 SPF#16X8 SPF#16X8 SPF#1
w/ CBT47w/ CBT47w/ CBT47w/ CBT47
6X8 SPF#16X8 SPF#16X8 SPF#16X8 SPF#1
w/ CBT47w/ CBT47w/ CBT47w/ CBT47
MANUFACTUREDMANUFACTUREDMANUFACTUREDMANUFACTURED
TRUSSESTRUSSESTRUSSESTRUSSES
((((2222) 11 7/8" LVL) 11 7/8" LVL) 11 7/8" LVL) 11 7/8" LVL
w/ITS HANGERSw/ITS HANGERSw/ITS HANGERSw/ITS HANGERS
(2) 2 X 1(2) 2 X 1(2) 2 X 1(2) 2 X 12222
2X8 LEDGER2X8 LEDGER2X8 LEDGER2X8 LEDGER
w/(2) LEDGERLOKSw/(2) LEDGERLOKSw/(2) LEDGERLOKSw/(2) LEDGERLOKS
@ 16" O.C.@ 16" O.C.@ 16" O.C.@ 16" O.C.
LUS2LUS2LUS2LUS210101010-2-2-2-2
HANGERSHANGERSHANGERSHANGERS
LUS2LUS2LUS2LUS210101010-2-2-2-2
HANGERSHANGERSHANGERSHANGERS
11 7/8" TJI 210 @ 16" O.C.11 7/8" TJI 210 @ 16" O.C.11 7/8" TJI 210 @ 16" O.C.11 7/8" TJI 210 @ 16" O.C.
OVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKINGOVER PRESSURE TREATED SILL PLATE. PROVIDE SQUASH BLOCKING
THROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INSTALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INSTALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INSTALL PERTHROUGH FLOOR WHERE BEARING IS REQUIRED ABOVE. INSTALL PER
MANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANKMANUFACTURER'S SPEC. 3/4" T&G OSB w/ GLUE AND 10d RING SHANK
NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)NAILS 3/12 SPACING (TYP)
2
A-
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0
1
2
A-
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1
1
A-301
1
A-301
2 ROOF LAYOUTROOF LAYOUTROOF LAYOUTROOF LAYOUT
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
3 FIRST FLOOR FRAMINGFIRST FLOOR FRAMINGFIRST FLOOR FRAMINGFIRST FLOOR FRAMING
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:ROOF FRAMING NOTE:
1. MANUFACTURED TRUSSES DESIGN PER
MANUFACTURER.
2. SIMPSON H1 TIES @ EA. TRUSS.
3. PROVIDE GANG STUDS UNDER ALL GIRDER TRUSSES
PLY TO MATCH PLY OF GIRDER TRUSS.
4. PROVIDE ATTIC VENTILATION @ 1:150 OR LOCAL CODE.
5. 5/8 OSB DECKING 16 GAGE STAPLES 4/12 SPACING.
6. ICE /WATER BARRIER @ ALL EDGES, EVES, GABLES,
RIDGES & VALLEYS TO 24" OF INTERIOR DIMENSION.
7. #15 ROOFING FELT MINIMUM.
8. DRIP EDGE & SHINGLES/METAL PER OWNER/BUILDER.
9. FASCIA/SOFFIT TO MATCH SIDING .
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7
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9
10
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - FOOTING, SEE FDN PLAN
2 - CONCRETE WALL, SEE FDN PLAN
3 - CONCRETE SLAB
4 - CONT. SILL PLATE AND ANCHOR BOLTS
5 - WALL STUDS, SEE WALL FRAMING PLAN
6 - WALL SHEATHING, SEE WALL FRAMING PLAN
7 - REQ'D PANEL EDGE NAILING
8 - ANCHOR BOLTS, SEE FDN PLAN
9 - SQUARE PLATE WASHERS
10 - SILL SEALER
1
2
3
4
5
6
7
8
9
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - ROOF FINISH PER OWNER/BUILDER.
OVER MIN #15 ROOFING FELT.
2 - OSB SHEETING
3 - MIN 2' ICE & WATER SHIELD
4 - DRIP LEDGE
5 - SUB FACIA
6 - SOFFIT
7 - WALL FINISH PER OWNER/BUILDER
8 - OSB WALL SHEETING
9 - WATER RESISTANT BARRIER
1111
2222
3333
4444
55556666
7777
88889999
10101010
11111111
12121212
14141414
13131313
CEILING OF NEXT LEVEL
KEYNOTES:KEYNOTES:KEYNOTES:KEYNOTES:
1 - 6'8" HEAD CLEARANCE ENTIRETY OF STAIRS
2 - HANDRAIL 36" VERTICALLY FROM STAIR
NOISING
3 - 7-3/4" MAX RISE
4 - 10" MIN RUN
5 - 2X CLEAT. PRESSURE TREATED IF FLOOR IS
CONCRETE
6 - DRY WALL
7 - LVL STRINGER
8 - SIMPSON SLOP ABLE HANGER
9- FLOOR FRAMING
10 - RIM BOARD
11 - LVL DROPPED TO MATCH STRINGERS
12 - FILLER BLOCK
13 - MAX 4" GAP
14 - 42" MIN GUARD RAIL
7
8
4
6
531212 4 91110
8
6
OPTION 1OPTION 1OPTION 1OPTION 1 OPTION 2OPTION 2OPTION 2OPTION 2
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER
2 - 2x8 (MIN) CONT BEARING PLATE.
3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILS
MIN.
4 - ROOF SHEATHING
5 - 2x OVERBUILD FRAMING
6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER
7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE
CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT.
8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF
OVER-BUILD).
9 - PREFABRICATED OVERBUILD ROOF TRUSSES @ 24" O.C.
10 - (3) 16d NAILS INTO EACH ROOF FRAMING MEMBER.
11 - 2x6 (MIN) CONT BEARING PLATE.
12 - EDGE NAILING 8d NAILS AT 4" O.C.
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - (4) 16d NAILS INTO EACH ROOF FRAMING MEMBER
2 - 2x8 (MIN) CONT BEARING PLATE.
3 - TOE NAIL OVER-BUILD FRAMING TO BEARING PLATE W/ (3) 16d NAILS
MIN.
4 - ROOF SHEATHING
5 - 2x OVERBUILD FRAMING
6 - TOP CHORD OF TRUSS OR ROOF FRAMING MEMBER
7 - 2x STUD PONY WALL AS OCCURS ON PLAN (WALL SHALL BE
CENTERED BETWEEN MAX SPAN), ALIGN OVER TRUSS PANEL POINT.
8 - ROOF SHEATHING (SHEATH LOWER ROOF PRIOR TO CONSTRUCTION OF
OVER-BUILD).
9 - PREFABRICATED OVERBUILD ROOF TRUSSES @ 24" O.C.
10 - (3) 16d NAILS INTO EACH ROOF FRAMING MEMBER.
11 - 2x6 (MIN) CONT BEARING PLATE.
12 - EDGE NAILING 8d NAILS AT 4" O.C.
1
2
3
4
5
KEY NOTESKEY NOTESKEY NOTESKEY NOTES (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3) (WINDOW WELL R310.0.3)
1 - WINDOW WELL. MIN 36" CLEARANCE FROM
FOUNDATION WALL. 9 SQ. FT. MIN
2 - 44" MAX SILL HEIGHT ABOVE FINISHED FLOOR
3 - PERMANENT LADDER OR STEPS REQUIRED
WHEN DEPTH OF WINDOW WELL IS GREATER
THEN 44 INCHES
4 - EMERGENCY ESCAPE AND RESCUE OPENING
WITH SILL HEIGHT BELOW GRADE.
5 - 4" GRAVELBE
L
O
W
F
R
O
S
T
1
6
3
7
4
8
5
2
9
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - FOOTING, SEE FDN PLAN
2 - ALL SPLICES TO HAVE 40 BAR DIA.
OVERLAP
3 - CONCRETE WALL, SEE FDN PLAN
4 - ANCHOR BOLTS, SEE FDN PLAN
5 - SILL SEALER
6 - CONT. SILL PLATE AND ANCHOR BOLTS
7 - REQ'D PANEL EDGE NAILING
8 - SQUARE PLATE WASHERS
9 - STANDARD HOOK, 12 BAR DIA. WET SET
ACCEPTABLE. HOOK HORIZONTAL REBAR
1111
1111
7777
44444444
5555
3333
6666
2222
KEYNOTESKEYNOTESKEYNOTESKEYNOTES
1 - SUB FASCIA
2 - SIMPSON LUS HANGERS (TYP)
3 - 2x OUTLOOKERS @ 24" O.C.
4 - MANUFACTURED TRUSSES
5 - GABLE TRUSS
6 - SIMPSON H2.5A (TYP)
7 - STUD WALL
2 301-ROOF EAVE301-ROOF EAVE301-ROOF EAVE301-ROOF EAVE
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
1 101-STUD WALL TO CONCRETE WALL CONNECTION101-STUD WALL TO CONCRETE WALL CONNECTION101-STUD WALL TO CONCRETE WALL CONNECTION101-STUD WALL TO CONCRETE WALL CONNECTION
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
3 401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING401-TYPICAL RESIDENTIAL STAIR FRAMING
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
6 302-ROOF OVERBUILD302-ROOF OVERBUILD302-ROOF OVERBUILD302-ROOF OVERBUILD
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
7 107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS107-WINDOW WELL EGRESS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
9 109-FOUNDATION WALL109-FOUNDATION WALL109-FOUNDATION WALL109-FOUNDATION WALL
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
19 305-OUTLOOKERS305-OUTLOOKERS305-OUTLOOKERS305-OUTLOOKERS
NOT TO NOT TO NOT TO NOT TO SCALESCALESCALESCALE
UP
DW
W DR F
6'
-
3
"
6'
-
3
"
6'
-
3
"
6'
-
3
"
4'
-
9
"
4'
-
9
"
4'
-
9
"
4'
-
9
"
22
'
-
8
"
22
'
-
8
"
22
'
-
8
"
22
'
-
8
"
9'
-
5
9'
-
5
9'
-
5
9'
-
5
1/
2
"
1/
2
"
1/
2
"
1/
2
"
5'-85'-85'-85'-8 1/2"1/2"1/2"1/2"
6'-6"6'-6"6'-6"6'-6"
9'
-
5
9'
-
5
9'
-
5
9'
-
5
1/
2
"
1/
2
"
1/
2
"
1/
2
"
12'-9"12'-9"12'-9"12'-9"
13
'
-
9
13
'
-
9
13
'
-
9
13
'
-
9
1/
2
"
1/
2
"
1/
2
"
1/
2
"
10'-910'-910'-910'-9 1/2"1/2"1/2"1/2"
11
'
-
9
11
'
-
9
11
'
-
9
11
'
-
9
1/
2
"
1/
2
"
1/
2
"
1/
2
"
10'-910'-910'-910'-9 1/2"1/2"1/2"1/2"
17'-6"17'-6"17'-6"17'-6"
10'-910'-910'-910'-9 1/2"1/2"1/2"1/2"
11
'
-
4
"
11
'
-
4
"
11
'
-
4
"
11
'
-
4
"
STORAGESTORAGESTORAGESTORAGE PANTRYPANTRYPANTRYPANTRY
UTILITYUTILITYUTILITYUTILITY
MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOM
175 FT2
BEDROOMBEDROOMBEDROOMBEDROOM
153 FT2
BEDROOMBEDROOMBEDROOMBEDROOM
157 FT2
LIVING ROOMLIVING ROOMLIVING ROOMLIVING ROOM
145 FT2
BATHBATHBATHBATH
54 FT2
M. BATHM. BATHM. BATHM. BATH
53 FT2
KITHCENKITHCENKITHCENKITHCEN
142 FT2
DO
W
N
DW
DO
W
N
W DR
F
11
'
-
7
"
11
'
-
7
"
11
'
-
7
"
11
'
-
7
"
5'-6"5'-6"5'-6"5'-6"
6'
-
1
1
"
6'
-
1
1
"
6'
-
1
1
"
6'
-
1
1
"
12'-11"12'-11"12'-11"12'-11"
11'11'11'11'
17'-8"17'-8"17'-8"17'-8"
22
'
-
1
1
"
22
'
-
1
1
"
22
'
-
1
1
"
22
'
-
1
1
"
4'-11"4'-11"4'-11"4'-11"
9'
-
6
"
9'
-
6
"
9'
-
6
"
9'
-
6
"
9'
-
6
"
9'
-
6
"
9'
-
6
"
9'
-
6
"
13
'
-
1
1
"
13
'
-
1
1
"
13
'
-
1
1
"
13
'
-
1
1
"
12
'
12
'
12
'
12
'
11'11'11'11'
4'
-
5
"
4'
-
5
"
4'
-
5
"
4'
-
5
"
UTILITYUTILITYUTILITYUTILITY
STORAGESTORAGESTORAGESTORAGE PANTRYPANTRYPANTRYPANTRY
MASTER BEDROOMMASTER BEDROOMMASTER BEDROOMMASTER BEDROOM
182 FT2
BEDROOMBEDROOMBEDROOMBEDROOM
160 FT2
BEDROOMBEDROOMBEDROOMBEDROOM
128 FT2
KITCHENKITCHENKITCHENKITCHEN
137 FT2
LIVING ROOMLIVING ROOMLIVING ROOMLIVING ROOM
193 FT2
BATHBATHBATHBATH
55 FT2
M. BATHM. BATHM. BATHM. BATH
51 FT2
2 BASEMENT MEPBASEMENT MEPBASEMENT MEPBASEMENT MEP
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"
3 MAIN FLOOR MEPMAIN FLOOR MEPMAIN FLOOR MEPMAIN FLOOR MEP
SCALE: SCALE: SCALE: SCALE: 1/4" = 1'-0"1/4" = 1'-0"1/4" = 1'-0"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 CONTACTORS TO ENSURE THAT ALL
TRADE-SPECIFIC DESIGN IS DONE ACCORDING TO THE LATEST CODE STANDARDS AND
THE HOME OWNERS PREFERENCE.
3. THE TRADE CONTRACTORS SHALL PRESENT ALL MATERIAL AND FIXTURE SELECTIONS
FOR HOME OWNER 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.
ATTIC/CRAWLSPACE GENERAL NOTE:
OPENINGS TO ATTIC AND CRAWLSPACE SHALL COMPLY WITH CODE M1305.1.3 & M1305.1.2
IN THAT ALL APPLIANCES SHALL BE ACCESSIBLE WITHIN 20 FEET OF THE ACCESS
OPENINGS.
DR
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E-101
PLN# 21-10-024
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THE CEILING MUST HAVE 2 LAYERS OF 5/8" TYPE X
DRYWALL AND BATH FANS MUST HAVE FIRE DAMPNERS.