HomeMy WebLinkAboutAPPROVED PLANS - 21-00247 - 1133 Greenside Loop - New SFRAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Description : 1133 Greenside Loop - New SFR
Address :
Record Type : New Single Family Residence
Document Filename : FINAL Sommer_4.9.21.pdf
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report
Approved
# 21-00247
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
C1.0 Stamp Larry Beesley : Building Open 1
A1.0 Stamp Larry Beesley : Building Open 2
A1.0 Free text Larry Beesley : Building Open 2 Ground Surface to Slope away from Foundation a minimum of
6" within first 10 ft.
A1.0 Free text Larry Beesley : Building Open 2 Minimum Frost Depth Ground Surface to Bottom of Footing
36"
A1.1 Stamp Larry Beesley : Building Open 3
A1.1 Free text Larry Beesley : Building Open 3 Ground Surface to Slope away from Foundation a minimum of
6" within first 10 ft.
A1.1 Free text Larry Beesley : Building Open 3 Street Number
Displayed on House
A2.0 Stamp Larry Beesley : Building Open 4
A2.0 Free text Larry Beesley : Building Open 4 Tar house foundation.
A3.0 Stamp Larry Beesley : Building Open 5
A3.0 Free text Larry Beesley : Building Open 5 20 min doors
New Single Family Residence
Follow the red lines and specked information. Also the house is being built using the 2018 IRC code.
Approval of plans does not constitute approval of variance from code
Page Reference Annotation
Type
Author : Department Status Page Review Comments Applicant Response Comments
A3.0 Line Larry Beesley : Building Open 5
A3.0 Line Larry Beesley : Building Open 5
A3.0 Free text Larry Beesley : Building Open 5 SD CO
A3.0 Free text Larry Beesley : Building Open 5 SD
A3.0 Free text Larry Beesley : Building Open 5 SD
A3.0 Free text Larry Beesley : Building Open 5 SD
A4.0 Stamp Larry Beesley : Building Open 6
A4.1 Stamp Larry Beesley : Building Open 7
A4.1 Free text Larry Beesley : Building Open 7 Roof Trusses (designed according to R802.10.1) 35 # Snow and
90 mph winds (Local Conditions)
A5.0 Stamp Larry Beesley : Building Open 8
A5.0 Rectangle Larry Beesley : Building Open 8
A5.0 Free text Larry Beesley : Building Open 8 also on 4' walls
A5.0 Free text Larry Beesley : Building Open 8 ? 8" x 20"
A5.1 Stamp Larry Beesley : Building Open 9
E1.0 - MAIN
FLOOR
ELECTRICAL
PLAN
Stamp Larry Beesley : Building Open 10
C1.0 Polygon Alan Parkinson : P&Z Open 1 0.00 sq in
Approval of plans does not constitute approval of variance from code
Powered by TCPDF (www.tcpdf.org)
NORTH
SCALE 1"=10'
SITE PLAN
2 0 4.2 1' P R O P E R T Y LI N E
50.07' PROPERTY LINE
146.19' PROPERTY LINE
1 8 0 .1 1 ' P R O P E R T Y L I N E
6
4
.
1
8
'
P
R
O
P
E
R
T
Y
L
I
N
E
GARAGE T.O.S.=98'-6"
MAIN F.F.=100'-0"
SETBACK
PER
CI
TY
CODE
4.
02.
080
13'
-0"
SE
T
B
A
C
K
20
'
-
0
"
SETBACK
20'-0"
S
E
T
B
A
C
K
P
E
R
C
I
T
Y
C
O
D
E
4
.
0
2
.
0
8
0
1
3
'-
0
"
SETBACK
25'-0"
CONCRETE
DRIVE
S L O P E
50'
-1
1/
8"
28'
-7
3/
4"
100'-2 1/8"
119'-10 5/8"
18'
-2
3/
4"
14'
-4
3/
4"
25'-5 1/2"
49'-2 3/8"
33'
-9
1/
8"54'-6 3/8"
48'-6 1/2"
97'-7 3/4"
24'-0 3/4"26'-0"
104'-2 1/4"
75'-10"
24'-2 1/4"
29'-9 7/8"
46'-1 1/2"
39'-6 3/8"
22'-0 3/4"
42'-6 3/4"
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Project number
Date
Drawn by
Engineered by
7707 SOUTH MAIN STREET
MIDVALE, UT 84047
801.285.8885
CRAIG WALL
DESIGN
EACH SUB-CONTRACTOR SHALL
CHECK AND UNDERSTAND ALL
DIMENSIONS, NOTES AND OTHER
ASPECTS OF THIS PROJECT
APPLICABLE TO THEIR TRADE
AND AFFECTING OTHER TRADES
PRIOR TO AND DURING
CONSTRUCTION.
NOTIFY DESIGNER OR ENGINEER
IN WRITING OF ANY
DISCREPANCIES OR CHANGES
ON THE DRAWINGS BEFORE
PROCEEDING WITH ANY WORK.
EACH SUB-CONTRACTOR SHALL
COORDINATE WORK WITH OTHER
TRADE THROUGH THE GENERAL
CONTRACTOR.
THE DESIGNER WILL NOT
ASSUME RESPONSIBILITY FOR
ANY MISUSE OR MISREADING OF
THESE PLANS. WHERE
INFORMATION IS AVAILABLE BUT
UNCLEAR, THE PERSON USING
THESE PLANS IS RESPONSIBLE
FOR CLARIFYING ANY
QUESTIONS ACCORDING TO THE
CONDITIONS STATED ABOVE.
C1.0
MARCH 26, 2021
SO
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X
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,
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CWD
N/A
SITE PLAN
NOTES:
1. DRIVEWAY SHALL BE GRADED SUCH THAT WATER DRAINING OFF THE DRIVE DOES NOT FLOW ONTO
THE ROAD AND IS DIVERTED INTO A ROADSIDE DITCH OR GUTTER.
2. MIN. DRIVEWAY FLARES TO BE 2'-0" AS REQ'D BY CODE.
3. HOUSE DRAINAGE FINAL GRADES TO BE MIN. 6" OF FALL FOR FIRST 10' FROM HOME.
4. LOT IS TO BE GRADED AND LANDSCAPED IN A MANNER THAT WILL PREVENT WATER RUNOFF FROM
ADVERSELY AFFECTING ADJOINING PROPERTY LINES.
5. PROVIDE METALLIC WATER SERVICE & CONCRETE ENCASED ELECTRODE PER 2017 NEC.
6. ALL CONSTRUCTION TO COMPLY W/ THE 2018 INTERNATIONAL BUILDING CODE.
7. STORM DRAINAGE TO FLOW TO APPROVED STORM DRAIN SYSTEM.
8. PROVIDE ROAD BASE RAMP TO PROTECT PAVED ROAD, CURB AND SIDEWALK AS REQUIRED.
9. PROVIDE 1" WATER LINE TO HOUSE.
10. DUST, MUD AND EROSION SHALL BE CONTROLLED BY WHATEVER MEANS NECESSARY, AND THE
ROADWAY SHALL BE KEPT FREE OF MUD AND DEBRIS AT ALL TIMES.
11. BUILDER/OWNER SHALL REPLACE ANY EXISTING SIDEWALK OR CURB & GUTTER ALONG THE
FRONTAGE OF THIS PROJECT THAT IS FOUND TO BE DEFECTIVE, AS DIRECTED BY THE CITY INSPECTOR.
12. SETBACKS ARE DETERMINED BY LOCAL ZONING ORDINANCES.
13. PROPERTY LINES AND SETBACKS VARY IN RELATIONSHIP TO THE STREET, SIDEWALK, ETC.
14. VERIFY WITH BUILDING DEPT. AND / OR SURVEYOR FOR ACCURATE PLACEMENT OF STRUCTURE.
15. SOME JURISDICTIONS REQUIRE MIN. DISTANCES BETWEEN ADJACENT STRUCTURES WHICH WILL
OVERRIDE A SETBACK. VERIFY W/ LOCAL BUILDING / ZONING DEP.
16. VERIFY ALL HEIGHT RESTRICTIONS W/ LOCAL BUILDING / ZONING DEP.
MAIN F.F.
100'-0"
MAIN F.F.
100'-0"
MAIN TOP PLATE
109'-0"
MAIN TOP PLATE
109'-0"
GARAGE T.O.S.
98'-6"
GARAGE T.O.S.
98'-6"
A
A5.1
A
A5.1
SCALE 1/4"=1'-0"
FRONT ELEVATION
12
8
12
8
12
8
6'
-
8
"
6'
-
8
"
ARCHITECTURAL SHINGLES
BRICK
BRICK
BRICK
25
'
-
9
1
/
4
"
12
8
12
8
MAIN F.F.
100'-0"
MAIN F.F.
100'-0"
MAIN TOP PLATE
109'-0"
MAIN TOP PLATE
109'-0"
FAMILY ROOM T.P.
111'-0"
GARAGE T.O.S.
98'-6"
12
8
12
8
SCALE 1/4"=1'-0"
LEFT ELEVATION
6'
-
8
"
ARCHITECTURAL SHINGLES
BRICK
BRICKBRICK
BRICK
PROVIDE 1 SQ. FT. OF ATTIC SPACE VENTILATION
FOR EVERY 150 SQ. FT. OF ATTIC SPACE
12
8
12
8
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revisions:
Project number
Date
Drawn by
Engineered by
7707 SOUTH MAIN STREET
MIDVALE, UT 84047
801.285.8885
CRAIG WALL
DESIGN
EACH SUB-CONTRACTOR SHALL
CHECK AND UNDERSTAND ALL
DIMENSIONS, NOTES AND OTHER
ASPECTS OF THIS PROJECT
APPLICABLE TO THEIR TRADE
AND AFFECTING OTHER TRADES
PRIOR TO AND DURING
CONSTRUCTION.
NOTIFY DESIGNER OR ENGINEER
IN WRITING OF ANY
DISCREPANCIES OR CHANGES
ON THE DRAWINGS BEFORE
PROCEEDING WITH ANY WORK.
EACH SUB-CONTRACTOR SHALL
COORDINATE WORK WITH OTHER
TRADE THROUGH THE GENERAL
CONTRACTOR.
THE DESIGNER WILL NOT
ASSUME RESPONSIBILITY FOR
ANY MISUSE OR MISREADING OF
THESE PLANS. WHERE
INFORMATION IS AVAILABLE BUT
UNCLEAR, THE PERSON USING
THESE PLANS IS RESPONSIBLE
FOR CLARIFYING ANY
QUESTIONS ACCORDING TO THE
CONDITIONS STATED ABOVE.
A1.0
MARCH 26, 2021
SO
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S
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X
B
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,
I
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CWD
N/A
EXTERIOR ELEVATIONS
NOTES:
1. EXTERIOR WALL FINISHES MUST BE LISTED,
LABELED, AND INSTALLED AS PER
MANUFACTURER'S INSTALLATION INSTRUCTION GUIDES.
2. INSPECTION OF THE WEATHER-RESISTIVE BARRIER
AND FLASHING IN ORDER TO PREVENT WATER FROM
ENTERING THE WEATHER-RESISTANT EXTERIOR WALL
ENVELOPE IS REQUIRED. R109.1.5
3. ALL FOOTINGS SHALL BEAR 30" OR 36" MIN. BELOW
FINISH GRADE (VERIFY DEPTH WITH LOCAL CODES),
BUT NO LESS THAN 12" BELOW NATURAL GRADE.
4. HOUSE DRAINAGE FINAL GRADES TO BE MIN. 6" OF
FALL FOR FIRST 10' FROM HOME.
Ground Surface to Slope away from Foundation
a minimum of 6" within first 10 ft.
Minimum Frost Depth Ground
Surface to Bottom of Footing 36"
MAIN F.F.
100'-0"
MAIN F.F.
100'-0"
MAIN TOP PLATE
109'-0"
MAIN TOP PLATE
109'-0"
FAMILY ROOM T.P.
111'-0"
FAMILY ROOM T.P.
111'-0"
GARAGE T.O.S.
98'-6"
A
A5.1
A
A5.1
12
8
12
8
12
8
SCALE 1/4"=1'-0"
REAR ELEVATION
6'
-
8
"
6'
-
8
"
1'
-
0
"
2'
-
0
"
ARCHITECTURAL SHINGLES
BRICK
PROVIDE 1 SQ. FT. OF ATTIC SPACE VENTILATION
FOR EVERY 150 SQ. FT. OF ATTIC SPACE
BRICK
BRICK
BRICK
BRICK
12
8
12
8
MAIN F.F.
100'-0"
MAIN F.F.
100'-0"
MAIN TOP PLATE
109'-0"
MAIN TOP PLATE
109'-0"
FAMILY ROOM T.P.
111'-0"
GARAGE T.O.S.
98'-6"
12
8
12
8
SCALE 1/4"=1'-0"
RIGHT ELEVATION
6'
-
8
"
ARCHITECTURAL SHINGLES
BRICK
BRICK
BRICK
BRICK
BRICK
12
8
12
8
pr
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:
revisions:
Project number
Date
Drawn by
Engineered by
7707 SOUTH MAIN STREET
MIDVALE, UT 84047
801.285.8885
CRAIG WALL
DESIGN
EACH SUB-CONTRACTOR SHALL
CHECK AND UNDERSTAND ALL
DIMENSIONS, NOTES AND OTHER
ASPECTS OF THIS PROJECT
APPLICABLE TO THEIR TRADE
AND AFFECTING OTHER TRADES
PRIOR TO AND DURING
CONSTRUCTION.
NOTIFY DESIGNER OR ENGINEER
IN WRITING OF ANY
DISCREPANCIES OR CHANGES
ON THE DRAWINGS BEFORE
PROCEEDING WITH ANY WORK.
EACH SUB-CONTRACTOR SHALL
COORDINATE WORK WITH OTHER
TRADE THROUGH THE GENERAL
CONTRACTOR.
THE DESIGNER WILL NOT
ASSUME RESPONSIBILITY FOR
ANY MISUSE OR MISREADING OF
THESE PLANS. WHERE
INFORMATION IS AVAILABLE BUT
UNCLEAR, THE PERSON USING
THESE PLANS IS RESPONSIBLE
FOR CLARIFYING ANY
QUESTIONS ACCORDING TO THE
CONDITIONS STATED ABOVE.
A1.1
MARCH 26, 2021
SO
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X
B
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,
I
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CWD
N/A
EXTERIOR ELEVATIONS
NOTES:
1. EXTERIOR WALL FINISHES MUST BE LISTED,
LABELED, AND INSTALLED AS PER
MANUFACTURER'S INSTALLATION INSTRUCTION GUIDES.
2. INSPECTION OF THE WEATHER-RESISTIVE BARRIER
AND FLASHING IN ORDER TO PREVENT WATER FROM
ENTERING THE WEATHER-RESISTANT EXTERIOR WALL
ENVELOPE IS REQUIRED. R109.1.5
3. ALL FOOTINGS SHALL BEAR 30" OR 36" MIN. BELOW
FINISH GRADE (VERIFY DEPTH WITH LOCAL CODES),
BUT NO LESS THAN 12" BELOW NATURAL GRADE.
4. HOUSE DRAINAGE FINAL GRADES TO BE MIN. 6" OF
FALL FOR FIRST 10' FROM HOME.
Ground Surface to Slope away from Foundation
a minimum of 6" within first 10 ft.Street Number
Displayed on House
AA5
.
1
AA5
.
1
2092 SQ. FT. (CRAWL SPACE)
SCALE 1/4"=1'-0"
FOOTING & FOUNDATION PLAN
28"x51" CRAWL
SPACE ACCESS
CRAWL
SPACE
NOTES:
1. DO NOT PROVIDE LOOSE BACK FILL UNTIL FLOOR
FRAMING & BASEMENT SLAB ARE IN PLACE &
CONCRETE FOUNDATION WALLS HAVE ACHIEVED AT
LEAST 75% OF DESIGN STRENGTHS OR 1750 PSI.
(VERIFY NUMBER OF DAYS TO REACH DESIRED
STRENGTH FROM CONCRETE PROVIDER).
2. DO NOT PROVIDE COMPACTED BACK FILL UNTIL
CONCRETE WALLS HAVE CURED AT LEAST 28 DAYS.
3. COORDINATE WITH MECHANICAL AND OTHER
SUBCONTRACTORS CONCERNING PERFORATIONS IN
CONCRETE WALLS FOR DUCTWORK, ETC.
4. PROVIDE 4" LEDGE AT FOUNDATION WALL FOR
PORCH CAP (SUSPENDED OR OTHERWISE) W/ STEEL
PER ENGINEERS SPECS. SEE DETAIL SHEET A5.0.
5. CONTRACTOR AND / OR PLUMBER TO VERIFY
ELEVATION OF SEWER LATERAL BEFORE
EXCAVATION.
6. GAS PIPE TO TIE TO MANIFOLD SYSTEM BY WHICH
CODE REGULATORS WILL BE INSTALLED REDUCING 2
LB. PRESSURE TO 4 OZ.
7. PROVIDE 1 SQ. FT. OF CRAWL SPACE VENTILATION
FOR EVERY 150 SQ. FT. OF CRAWL SPACE (TYP.)
8. SECURE TOP & BOTTOM 1/3 OF WATER HEATER W/
APPROVED SEISMIC STRAPS AND INSTALL
EXPANSION TANK PER LOCAL REQUIREMENT
9. PROVIDE COMBUSTION AIR FROM OUTSIDE TO
FURNACE & WATER HEATER
10.HOT WATER LINES TO HAVE 1/2" FOAM INSULATION
UP TO
FIREPLACE
FURN.
ABV.
W.H.
ABV.
3'
-
6
"
G
A
S
L
I
N
E
10'-6" GASLINE
39
'
-
4
"
G
A
S
L
I
N
E
GAS
METER
BLOCK OUT
FOR DOOR
RECESS FOUNDATION
WALL & POUR SLAB THRU
SLOPE
1/8"/FT.
SL
O
P
E
1/
8
"
/
F
T
.
SLOPE
1/8"/FT.
37'-0" GASLINE
1'-9"3'-0"25'-9"
14'-2"45'-4"30'-6"
90'-0"
31
'
-
1
0
"
11
'
-
6
"
12
'
-
0
"
55
'
-
4
"
6'-8"9'-0"2'-0"9'-0"3'-0"
14'-2"40'-10"5'-4"29'-8"
90'-0"
3'
-
1
0
"
19
'
-
1
1
/
2
"
18
'
-
8
"
13
'
-
8
1
/
2
"
55
'
-
4
"
19'-2 3/4"19'-11 1/4"
12'-6"12'-9 1/4"19'-2 3/4"
18
'
-
1
1
1
/
4
"
17
'
-
4
1
/
2
"
13
'
-
6
1
/
4
"
4'-0"
6'
-
8
"
* 10" CMU FOUNDATION U.N.O.
6"
C
M
U
6" CMU
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revisions:
Project number
Date
Drawn by
Engineered by
7707 SOUTH MAIN STREET
MIDVALE, UT 84047
801.285.8885
CRAIG WALL
DESIGN
EACH SUB-CONTRACTOR SHALL
CHECK AND UNDERSTAND ALL
DIMENSIONS, NOTES AND OTHER
ASPECTS OF THIS PROJECT
APPLICABLE TO THEIR TRADE
AND AFFECTING OTHER TRADES
PRIOR TO AND DURING
CONSTRUCTION.
NOTIFY DESIGNER OR ENGINEER
IN WRITING OF ANY
DISCREPANCIES OR CHANGES
ON THE DRAWINGS BEFORE
PROCEEDING WITH ANY WORK.
EACH SUB-CONTRACTOR SHALL
COORDINATE WORK WITH OTHER
TRADE THROUGH THE GENERAL
CONTRACTOR.
THE DESIGNER WILL NOT
ASSUME RESPONSIBILITY FOR
ANY MISUSE OR MISREADING OF
THESE PLANS. WHERE
INFORMATION IS AVAILABLE BUT
UNCLEAR, THE PERSON USING
THESE PLANS IS RESPONSIBLE
FOR CLARIFYING ANY
QUESTIONS ACCORDING TO THE
CONDITIONS STATED ABOVE.
A2.0
MARCH 26, 2021
SO
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B
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CWD
N/A
FOOTING & FOUNDATION
PLAN
Tar house foundation.
LIVING ROOM
9'-0" CLG.KITCHEN
9'-0" CLG.
BEDROOM
9'-0" CLG.
BEDROOM
9'-0" CLG.
MASTER BEDROOM
9'-0" CLG.
FAMILY ROOM
11'-0" CLG.
DINING
9'-0" CLG.
GARAGE
2179 SQ. FT.
SCALE 1/4"=1'-0"
MAIN FLOOR PLAN
916 SQ. FT. (GARAGE)
AA5
.
1
AA5
.
1
BE
N
C
H
W/D
BLOCK OUT CONC.
& CMU
FOUNDATION
FOR HVAC
REF
DBL
OVEN
TUB
SHWR
SHWR+1
8
"
R
A
I
S
E
D
P
L
A
T
F
O
R
M
CRAWL
SPACE
ACCESS
MASTER
BATH
9'-0" CLG.
W.I.C.
PANTRY
LAUNDRY
STORAGE
MECH.
COVERED
PORCH
BATH
COVERED
PATIO
2'-4"
3'-0"
2'-4"
2'-4"
5'
-
0
"
3'-0"
2'-6"
2'-4"
2'-6"
9'-0"x8'-0"
OVERHEAD
3'-0"x6'-8" TEMP.
6'-0"x6'-8" TEMP.
9'-0"x8'-0"
OVERHEAD
5'-0"
(3
)
3
'
-
0
"
x
5
'
-
0
"
S
.
H
.
(3
)
3
'
-
0
"
x
5
'
-
0
"
S
.
H
.
3'
-
0
"
x
5
'
-
0
"
S
.
H
.
3'
-
0
"
x
5
'
-
0
"
S
.
H
.
3'
-
0
"
x
5
'
-
0
"
S
.
H
.
4'-0"
2'-8"
6'-0"
3'
-
0
"
x
5
'
-
0
"
S
.
H
.
w
/
3'
-
0
"
x
2
'
-
0
"
T
R
A
N
S
O
M
3'
-
0
"
x
5
'
-
0
"
S
.
H
.
w
/
3'
-
0
"
x
2
'
-
0
"
T
R
A
N
S
O
M
3'-0"
5'-0"
(2) 3'-0"x5'-0" S.H.
(2) 2'-0"x5'-0" S.H.
TEMP.
(2) 3'-0"x3'-0" S.H.
TEMP.
3'
-
0
"
x
5
'
-
0
"
S
.
H
.
FURN.
W.H
.
2'-0"
TEMP.
2'-0"
TEMP.
CO
O
K
T
O
P
DB'L SINK
w/ DISP.
22"X30"
ATTIC
ACCESS
SLOPE
1/8"/FT.
SL
O
P
E
1/
8
"
/
F
T
.
SLOPE
1/8"/FT.
D.W.
FIREPLACE
6" CMU w/ BRICK
2x6 w/ BRICK
6"
C
M
U
w
/
B
R
I
C
K
6"
C
M
U
w
/
B
R
I
C
K
6" CMU w/ BRICK
2x6 w/ BRICK
2x
6
w
/
B
R
I
C
K
2x6 w/ BRICK2x6 w/ BRICK
6" CMU
6" CMU
6"
C
M
U
2x
6
2x6
ENTRY
9'-0" CLG.
11
'
C
L
G
.
9'
C
L
G
.
2'-11"26'-11"9'-5"3'-8"6'-3 1/4"5'-9 3/4"
5'-5 1/2"12'-1"13'-1"14'-6 1/2"
2'-0"11'-2 1/2"1'-6"45'-2"29'-10"
89'-8 1/2"
5'
-
8
"
5
'
-
6
"
5
'
-
6
"
7
'
-
3
"
7'
-
3
"
2
'
-
5
"
2
'
-
0
1
/
2
"
2
'
-
7
"
2
'
-
3
1
/
2
"
7
'
-
0
"
7'
-
0
"
4'
-
5
1
/
2
"
4
'
-
1
0
1
/
2
"
14
'
-
0
"
16
'
-
8
"
14
'
-
6
"
23
'
-
4
"
54
'
-
6
"
2'-0" 3'-10 1/2"
9'
-
1
0
1
/
2
"
2
'
-
0
"
9'-9"15'-9"7'-2"9'-0"2'-0"9'-0"4'-8"
25'-6"14'-4"5'-4"31'-10"
2'-0"11'-2 1/2"1'-6"39'-10"37'-2"
91'-8 1/2"
9'
-
9
1
/
2
"
9'
-
4
"
2
'
-
1
0
1
/
2
"
2
'
-
7
1
/
2
"
2'
-
7
1
/
2
"
2
'
-
7
"
6
'
-
1
1
"
7'
-
1
"
19
'
-
1
1
/
2
"
5'
-
6
"
5'
-
2
1
/
2
"
14
'
-
0
"
24
'
-
7
1
/
2
"
6'
-
8
"
19
'
-
2
1
/
2
"
4'
-
0
"
18
'
-
7
"
2'
-
0
"
14
'
-
9
"
2'
-
0
"
13
'
-
2
"
54
'
-
6
"
6'
-
9
"
4
'
-
3
"
3
'
-
3
1
/
2
"
4
'
-
4
1
/
2
"
5
'
-
9
1
/
2
"
7
'
-
0
"
4
'
-
7
"
2
'
-
3
1
/
2
"
3
'
-
1
1
/
2
"
3
'
-
0
"
3
'
-
1
1
/
2
"
2
'
-
0
"
6'
-
6
"
4
'
-
6
"
1
1
"
2
'
-
4
1
/
2
"
4 1/2"18'-7"2'-11 1/2"3'-1"2'-4"11'-7"5'-9 1/2"
6'-3 1/2"3'-3 1/2"3'-6"4'-0 1/2"8'-0 1/2"5'-5 1/2"
11'-6 1/2"8'-6"3'-0"2'-0"
4'-6"
6'
-
0
"
12
'
-
0
"
5'
-
6
"
6
'
-
8
"
1'-0 1/2"3'-0"6 1/2"
8'-0" 2'-0"
1'-7 1/2"2'-6"8"4'-0"8"2'-6"1'-7 1/2"
VENT DRYER
TO OUTSIDE
20 MIN. w/
CLOSER
ELEC.
PANEL
4'-0"
6'
-
2
"
NOTES:
1. EXTERIOR WALL FRAMING TO BE 2X6,
INTERIOR WALL FRAMING TO BE 2X4 U.N.O.
2. PROVIDE 20 MIN. RATED DOOR w/ CLOSER @
DOOR BETWEEN GARAGE AND HOUSE.
3. ALL CONCRETE STEPS TO HAVE A MIN. RUN OF
11"
4. PROVIDE 36" LANDING w/ 1 1/2" MAX. DROP
BETWEEN THRESHOLD AND LANDING (7 3/4" MAX.
DROP IF DOOR SWINGS IN).
-IRC 2018, R311.3
5. DRYER EXHAUST NOTE:
THE MAX. LENGTH OF A CLOTHES DRYER EXHAUST
DUCT SHALL NOT EXCEED 25 FEET FROM THE
DRYER LOCATION TO THE WALL OR ROOF
TERMINATION. THE MAX. LENGTH OF THE DUCT
SHALL BE REDUCED 2.5 FEET FOR EACH
45-DEGREE BEND AND 5 FEET FOR EACH
90-DEGREE BEND. THE MAX. LENGTH OF THE
EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION
DUCT.
-IRC 2018, M1502.4.5
6. PROVIDE INSULATION ON WATER LINES ON
EXTERIOR WALLS TO PREVENT FREEZING
7. SECURE TOP & BOTTOM 1/3 OF WATER HEATER W/
APPROVED SEISMIC STRAPS AND INSTALL
EXPANSION TANK PER LOCAL REQUIREMENT
8. PROVIDE COMBUSTION AIR FROM OUTSIDE TO
FURNACE & WATER HEATER
9. HOT WATER LINES TO HAVE 1/2" FOAM INSULATION
10.PROVIDE SAFE PAN BENEATH FURNACE
pr
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revisions:
Project number
Date
Drawn by
Engineered by
7707 SOUTH MAIN STREET
MIDVALE, UT 84047
801.285.8885
CRAIG WALL
DESIGN
EACH SUB-CONTRACTOR SHALL
CHECK AND UNDERSTAND ALL
DIMENSIONS, NOTES AND OTHER
ASPECTS OF THIS PROJECT
APPLICABLE TO THEIR TRADE
AND AFFECTING OTHER TRADES
PRIOR TO AND DURING
CONSTRUCTION.
NOTIFY DESIGNER OR ENGINEER
IN WRITING OF ANY
DISCREPANCIES OR CHANGES
ON THE DRAWINGS BEFORE
PROCEEDING WITH ANY WORK.
EACH SUB-CONTRACTOR SHALL
COORDINATE WORK WITH OTHER
TRADE THROUGH THE GENERAL
CONTRACTOR.
THE DESIGNER WILL NOT
ASSUME RESPONSIBILITY FOR
ANY MISUSE OR MISREADING OF
THESE PLANS. WHERE
INFORMATION IS AVAILABLE BUT
UNCLEAR, THE PERSON USING
THESE PLANS IS RESPONSIBLE
FOR CLARIFYING ANY
QUESTIONS ACCORDING TO THE
CONDITIONS STATED ABOVE.
A3.0
MARCH 26, 2021
SO
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E
S
I
D
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N
C
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LO
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4
B
L
O
C
K
1
PI
N
E
B
R
O
O
K
E
S
T
A
T
E
S
RE
X
B
U
R
G
,
I
D
CWD
N/A
MAIN FLOOR PLAN
20 min doors
SD CO
SD
SD
SD
AA5
.
1
AA5
.
1
SCALE 1/4"=1'-0"
MAIN FLOOR FRAMING PLAN
11 7/8" TJI/210 @ 16" O.C.
pr
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:
revisions:
Project number
Date
Drawn by
Engineered by
7707 SOUTH MAIN STREET
MIDVALE, UT 84047
801.285.8885
CRAIG WALL
DESIGN
EACH SUB-CONTRACTOR SHALL
CHECK AND UNDERSTAND ALL
DIMENSIONS, NOTES AND OTHER
ASPECTS OF THIS PROJECT
APPLICABLE TO THEIR TRADE
AND AFFECTING OTHER TRADES
PRIOR TO AND DURING
CONSTRUCTION.
NOTIFY DESIGNER OR ENGINEER
IN WRITING OF ANY
DISCREPANCIES OR CHANGES
ON THE DRAWINGS BEFORE
PROCEEDING WITH ANY WORK.
EACH SUB-CONTRACTOR SHALL
COORDINATE WORK WITH OTHER
TRADE THROUGH THE GENERAL
CONTRACTOR.
THE DESIGNER WILL NOT
ASSUME RESPONSIBILITY FOR
ANY MISUSE OR MISREADING OF
THESE PLANS. WHERE
INFORMATION IS AVAILABLE BUT
UNCLEAR, THE PERSON USING
THESE PLANS IS RESPONSIBLE
FOR CLARIFYING ANY
QUESTIONS ACCORDING TO THE
CONDITIONS STATED ABOVE.
A4.0
MARCH 26, 2021
SO
M
M
E
R
R
E
S
I
D
E
N
C
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LO
T
4
B
L
O
C
K
1
PI
N
E
B
R
O
O
K
E
S
T
A
T
E
S
RE
X
B
U
R
G
,
I
D
CWD
N/A
MAIN FLOOR FRAMING
PLAN
AA5
.
1
AA5
.
1
(11' CLG.)
PRE-MANUFACTURED TRUSSES @ 24" O.C.
GI
R
D
E
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T
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U
S
S
SCALE 1/4"=1'-0"
ROOF FRAMING PLAN
GI
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T
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U
S
S
OV
E
R
-
B
U
I
L
D
GI
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D
E
R
GIRDER
GIRDER
OV
E
R
B
U
I
L
D
OV
E
R
B
U
I
L
D
GIRDER
GIRDER
pr
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:
revisions:
Project number
Date
Drawn by
Engineered by
7707 SOUTH MAIN STREET
MIDVALE, UT 84047
801.285.8885
CRAIG WALL
DESIGN
EACH SUB-CONTRACTOR SHALL
CHECK AND UNDERSTAND ALL
DIMENSIONS, NOTES AND OTHER
ASPECTS OF THIS PROJECT
APPLICABLE TO THEIR TRADE
AND AFFECTING OTHER TRADES
PRIOR TO AND DURING
CONSTRUCTION.
NOTIFY DESIGNER OR ENGINEER
IN WRITING OF ANY
DISCREPANCIES OR CHANGES
ON THE DRAWINGS BEFORE
PROCEEDING WITH ANY WORK.
EACH SUB-CONTRACTOR SHALL
COORDINATE WORK WITH OTHER
TRADE THROUGH THE GENERAL
CONTRACTOR.
THE DESIGNER WILL NOT
ASSUME RESPONSIBILITY FOR
ANY MISUSE OR MISREADING OF
THESE PLANS. WHERE
INFORMATION IS AVAILABLE BUT
UNCLEAR, THE PERSON USING
THESE PLANS IS RESPONSIBLE
FOR CLARIFYING ANY
QUESTIONS ACCORDING TO THE
CONDITIONS STATED ABOVE.
A4.1
MARCH 26, 2021
SO
M
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E
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S
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4
B
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1
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X
B
U
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G
,
I
D
CWD
N/A
ROOF FRAMING PLAN
Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
ANY ENGINEERING NOTES AND
SPECIFICATIONS SUPERSEDE
THESE NOTES AND CALL-OUTS
NOTE:
GENERAL NOTES:
1
.
CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL ADOPTED CODES AND REGULATIONS
SET FORTH BY THE JURISDICTION IN WHICH CONSTRUCTION TAKES PLACE.
2. PROVIDE ATTIC ACCESS CLEAR OPENING OF 22"X30". ACCESS SHALL NOT BE LOCATED
ABOVE A CLOSET SHELF AND SHALL HAVE 30" MIN. HEAD ROOM.
3. CEMENT, FIBER-CEMENT, OR GLASS MAT GYPSUM BACKERS ARE REQUIRED AS A BACKER
FOR WALL TILE IN TUB & SHOWER AREAS & WALL PANELS IN SHOWER AREAS. R702.4.2
4. INSTALL 5/8" TYPE "X" GYP. ON ALL WALLS, CEILING, BEAMS AND SUPPORTS IN GARAGE FOR
FIRE PROTECTION BETWEEN HOUSE AND GARAGE. (INSTALL (2) LAYERS OF TYPE 'X' GYPSUM BOARD
PERPENDICULAR TO CEILING FRAMING FOR GARAGE CEILINGS BENEATH HABITABLE ROOMS.
OTHERWISE EITHER DIRECTION WILL SUFFICE.). EACH SHEET TO BE NAILED 4" O.C. AT EDGES AND 6"
O.C. IN FIELD.
5. ATTIC VENTILATION AS FOLLOWS: 1 SQ. FT./150 SQ. FT. OF ATTIC AREA.
6. ALL FOOTINGS SHALL BE PLACED 12" BELOW UNDISTURBED EARTH AND A MIN. OF 30"
BELOW FINISHED GRADE OR AS NOTED ON PLAN. TOP OF FOUNDATION TO BE A MIN. 6" ABOVE
FINISHED GRADE. FINISHED GRADE TO HAVE A MIN. 6" SLOPE AWAY FROM BUILDING FOR
FIRST 10 FEET. ALL DRAINAGE FROM LOT TO DRAIN INTO APPROVED DRAINING SYSTEM.
7. METAL FLASHING REQ'D FOR MASONRY VENEER REQ'D FROM FOUNDATION UP THE FIRST
THREE COURSES, & 3/16" WEEP HOLES 33" O.C. FLASHING TO EXTEND BEYOND FOUNDATION
EDGE 1/2".
WINDOWS
:1
.
BEDROOM WINDOWS SHALL HAVE A MIN. CLEAR OPENING OF 5.7 SQ. FT. WITH A MIN. NET
CLEAR OPENING WIDTH OF 20" (FOR A TALL WINDOW) AND A MIN. NET CLEAR OPENING HEIGHT
OF 24" (FOR A WIDE WINDOW) AND A FINISHED SILL HEIGHT NOT TO EXCEED 44" ABOVE THE
FINISHED FLOOR.
2. GLASS USED IN TUB OR SHOWER ENCLOSURES TO BE FULLY TEMPERED.
3. TEMPERED GLASS SHALL BE USED IN ALL GLASS DOORS, GLASS IN DOORS, WINDOWS OVER
BATHTUBS, WINDOWS WITHIN 18" OF THE FLOOR, GLAZING IN GUARD RAILINGS, AND WINDOWS
WITHIN 24" OF ANY DOOR.
4. PROVIDE 9" FLASHING AROUND ALL WINDOWS & DOORS WITH SILL PLATE FLASHING.
5. FLASH & CAULK AROUND ALL EXTERIOR WINDOWS & DOORS PER MANUFACTURERS RECOMMENDATIONS.
MECHANICAL:
1
.
COMBUSTION AIR TO BE TAKEN FROM OUTSIDE.
2. COMBUSTION AIR DUCTS TO BE LOCATED WITHIN THE UPPER 12" OF CEILING AND WITHIN
12" OF THE FLOOR.
3. DUCTS USED FOR COMBUSTION TO REMAIN SEPARATE FROM THE ENCLOSURE TO THE
OUTSIDE AIR SOURCE.
4. FURNACES IN A CLOSET SHALL HAVE A MIN. 3" CLEAR WORKING SPACE ON SIDES, BACK
AND TOP.
5. VENTS SHALL TERMINATE 4' BELOW, OR 4' HORIZONTALLY AND AT LEAST 1' ABOVE A DOOR,
OPERABLE WINDOW, OR GRAVITY AIR INLET INTO A BUILDING.
6. FLUE AND EXHAUST FAN VENTS SHALL BE AT LEAST 3' ABOVE AN OUTSIDE AIR INLET
LOCATED WITHIN 10' AND AT LEAST 4' FROM PROPERTY LINE.
7. MIN. 30" CLEARANCE REQ'D ABOVE RANGE TOP TO COMBUSTIBLES.
8. EXHAUST FANS PROVIDING 5 AIR CHANGES PER HOUR TO BE INSTALLED IN BATHROOMS
AND LAUNDRY ROOM WITHOUT AN OPERABLE WINDOW.
9. RESIDENTIAL HEATING DUCT JOINTS TO BE FASTENED WITH AT LEAST 3 SHEET METAL
SCREWS EVENLY SPACED. SUPPORT DUCTS WITH APPROVED META SUPPORTS.
10. PROVIDE COMBUSTION AIR TO LAUNDRY AREA.
PLUMBING:
1
.
PROVIDE SEISMIC STRAPS ON WATER HEATER.
2. ALL TOILETS TO BE LOW-FLUSH TYPE. MAX. 1.6 GAL. PER FLUSH.
3. MAX. FLOW RATE FOR SHOWER HEADS TO BE 2.5 GAL. PER MINUTE.
4. PROVIDE OUTSIDE COMBUSTION AIR FOR WATER HEATER.
5. PLUMBING VENTS SHALL BE AT LEAST 3' ABOVE OR 10' AWAY FROM ALL OUTSIDE AIR
INTAKE OPENINGS.
6. FLAG POLING OF PLUMBING VENTS IS PROHIBITED EXCEPT WHERE ROOM IS OCCUPIED.
7. ALL HOSE BIBS TO BE FREEZE LESS AND HAVE BACK FLOW PREVENTOR.
8. PLUMBING PENETRATIONS THROUGH GARAGE FIRE WALL MUST BE WITH METAL PIPING.
9. NO SLIP JOINT PLUMBING CONNECTIONS ALLOWED IN CONCEALED CONSTRUCTION AREAS.
(BATH TUBS).
10. INDIVIDUALLY INSULATE WALL PLUMBING, WATER, DRAIN LINES IN AREAS SUBJECT TO
FREEZING. EXTERIOR WALLS, ATTICS, CRAWL SPACES, GARAGES.
ELECTRICAL:
1
.
SMOKE DETECTORS AT EACH BEDROOM, AT HALLWAYS LEADING TO BEDROOMS, AT EVERY
FLOOR LEVEL INCLUDING BASEMENTS, AT THE TOP OF EACH STAIRWAY ON FLOORS WITHOUT
BEDROOMS, AND IN ROOMS SERVING BEDROOMS WHERE THE CEILING HEIGHT OF THE ROOM
IS 24" OR GREATER IN HEIGHT THAN THE BEDROOM SERVED FROM SUCH ROOM. SMOKE
DETECTORS SHALL BE HARD WIRED TOGETHER IN SERIES W/ BATTERY BACKUP.
2. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY DEDICATED 20 AMP BRANCH
CIRCUIT W/ NO OTHER OUTLETS.
3. ELECTRICAL RECEPTACLE OUTLETS SHALL BE SUPPLIED WITHIN 25' OF HVAC EQUIPMENT
(IRC - E3801.11).
4. LIGHTS IN CLOSETS SHALL CONFORM TO CLEARANCES SPECIFIED PER CODE
5. TEMP. WIRING SHALL CONFORM TO APPLICABLE CODE.
6. ANY LIGHT FIXTURES OVER TUBS AND SHOWERS SHALL COMPLY WITH CURRENT CODE REQUIREMENTS.
7. ALL CEILING FANS TO HAVE FAN RATED BOX.
8. ALL KITCHEN SURFACE OUTLETS, BATH OUTLETS, GARAGE OUTLETS, OUTLETS OUTDOORS
WITH DIRECT GRADE LEVEL ACCESS INCLUDING DECKS, BALCONIES, UNDER EAVES, CRAWL
SPACES, AND IN UNFINISHED BASEMENTS TO BE GFI.
FRAMING:
1
.
SOLID BLOCKING BETWEEN JOISTS, RAFTERS, AND TRUSSES OVER BEARING WALLS.
2. PROVIDE DOUBLE JOISTS UNDER BEARING WALL LOCATIONS WHERE SUCH WALLS ARE
PARALLEL WITH JOISTS.
TYP. WALL SECTION
TOP OF FOOTING
TOP OF FOUNDATION WALL
MAIN FINISH FLOOR
TOP PLATE
PE
R
P
L
A
N
PE
R
P
L
A
N
PER
PLAN
PER PLAN
SCALE 3/4" = 1'-0"
2X TREATED PLATE W/ ANCHOR
BOLTS SPACED PER ENGINEERING
CALCULATIONS.
3/4" T & G WAFERWOOD OVER
FLOOR JOISTS, GLUE & NAIL. SEE
FLOOR FRAMING PLAN FOR JOIST
SIZE & SPACING
8" CONC. FOUNDATION WALL w/
APPROVED WATER RESISTANT
EMULSION
FOOTING PER SCHEDULE
4" CONC. SLAB OVER
APPROVED SOIL
ALUM. SOFFIT (VENTED)
STUCCO SYSTEM OR SIDING OVER
MIN. (2) LAYERS OF NO. 15
ASPHALT FELT OVER
WAFERWOOD OVER 2x STUDS
SPACED PER ENGINEERS CALCS.
w/ INSUL.
NOTE:
EXTERIOR WALL FINISHES MUST
BE LISTED, LABELED, AND
INSTALLED AS PER
MANUFACTURER'S INSTALLATION
INSTRUCTION GUIDES.
RIM JOIST W/ BLOCKING
SIMPSON H1 ANCHOR
EVERY TRUSS
2X FASCIA BD. w/
ALUMINUM DRIP EDGE
SOLID 2X BLOCKING
INSTALL ICE & WATER SHIELD PER LOCAL
CODE - ICE & WATER SHIELD MUST EXTEND
FROM THE EDGE OF THE EAVES TO A POINT
NOT LESS THAN 24" INSIDE THE EXTERIOR
WALL LINE
ASPHALT SHINGLES OVER (1)
LAYER OF NO. 15 FELT OVER
WAFERWOOD (GAP 1/8" USE
H-CLIPS) OVER TRUSSES
INSUL. BAFFLE
R-38 INSUL.
MIN. SEE
RESCHECK
MID-HEIGHT BLOCKING @
BEARING WALLS
R-19 INSULATION MIN.
SEE RESCHECK
R-19 INSULATION MIN.
SEE RESCHECK
HOUSE DRAINAGE FINAL GRADES
TO BE MIN. 6" OF FALL FOR FIRST
10' FROM HOME.
MIN. STAIR REQUIREMENTS
HANDRAIL: 1 1/4"-2 5/8" DIA. CROSS
SECTIONAL DIMENSION RETURN ENDS
TO WALL
GUARDRAIL TO BE MINIMUM HEIGHT OF 36" AND HAVE NO NET
OPENINGS EXCEEDING 4" ON VERTICAL BALUSTERS
SCALE 1/2"=1'-0"
(3) 2" X 12" PARALLAM STRINGERS
1/2" TYPE "X" GYP.
2" X 4" REDWOOD OR TREATED PLATEF.F. PER PLAN
JOIST PER PLAN
10"
MIN.
73/4"
MA
X
.
6'
-
8
"
MI
N
.
H
E
A
D
R
O
O
M
34
"
3
8
"
MI
N
.
M
A
X
.
3/4" MIN. TO
1 1/4" MAX.
NOSING:
WINDOW WELL REQUIREMENTS
36" MIN.
36"
MI
N.
NOTES:
1
.
WINDOW WELL REQUIRED FOR ESCAPE AND RESCUE WINDOWS WITH
FINISHED SILL HEIGHT BELOW THE ADJACENT GROUND ELEVATION.
2. ALL WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44" SHALL BE
EQUIPPED WITH A PERMANENTLY AFFIXED LADDER. ALL LADDERS MUST HAVE A
14 MIN. WIDTH, 14" MAX. SPACE BETWEEN RUNGS AND A 6" MIN. TOE SPACE.
3. ANY GRATES, BARS, GRILLS, DOMES OR SIMILAR DEVICES ON WINDOW WELLS
REQUIRE AN APPROVED RELEASE MECHANISM.
4. EGRESS/RESCUE WINDOWS ARE REQUIRED TO BE 5.7 SQ.FT. CLEAR OPEN
WITH A MIN. NET CLEAR OPENING WIDTH OF 20" (FOR A TALL WINDOW), AND A
5. EGRESS/RESCUE WINDOWS ARE REQUIRED IN EVERY BEDROOM AND AT
LEAST ONE IN A BASEMENT. VERIFY WINDOWS MEET EGRESS AS INDIVIDUAL
MANUFACTURERS MAY VARY IN NET CLEAR OPENING.
LADDER - WHEN
REQUIRED
9 SQ. FT. NET CLEAR
DIMENSION (36"
SMALLEST DIR.)
WHEN WINDOW IS
FULLY OPEN
SCALE 1/2"=1'-0"
APPROVED WINDOW
WELL WALL
DETAIL - 4" LEDGE @ PORCH CAP
4"
6"
MA
X
.
SCALE 1/2"=1'-0"
METAL FLASHING
STORAGE OR
COMPACTED GRADE
PER PLAN
REINFORCING PER
ENGINEERS SPECS.
6" MIN. SLAB
SLOPE TO DRAIN
FDN. WALL
PER PLAN
MAINTAIN 4" LEDGE FOR
PORCH CAP (THICKEN WALL
AS REQ'D)
DETAIL-TYP. CONC. PEDESTAL
FTG. SIZE
& REINF. PER SCHED.
AS
R
E
Q
'
D
F
O
R
UN
D
I
S
T
U
R
B
E
D
B
E
A
R
I
N
G
OR
F
R
O
S
T
D
E
P
T
H
WH
I
C
H
E
V
E
R
I
S
G
R
E
A
T
E
R
SOIL BRG.
EXTERIOR
HARDSCAPE
#4 DOWELS-EXTEND
FULL HEIGHT OF
PEDESTAL
#3 TIES @ 10" O.C.
UNDISTURBED
1/2" EXPANSION MAT'L
1" CHAMFER
SCALE 1"=1'-0"
PER
PLAN
COLUMN PER PLAN
2" MIN.
SLOPE 1.5% FROM EXTERIOR WALL
OF HOUSE TO FRONT OF PORCH
"B" DECK BASE. PROVIDE A
MIN 2" OVERAGE AT FOUNDATION WALLS
PROVIDE A 1" OVERHANG AT PORCH
CAP OVER FOUNDATION WALL
SEE ENGINEERING FOR PORCH CAP
RE-FORCING
PROVIDE A MIN. OF 12" ICE AND
WATER SHIELD OVER WEATHER
BARRIER BETWEEN PORCH CAP
AND EXPOSED FRAMING.
RUN DOWN TO TOP OF FOUNDATION
WALL.
24 GA. 4"X4" LEG GALV. FLASHING
FROM WALL TO BELOW CULTURED
STONE VENEER. CAULK BETWEEN
PORCH CAP AND FLASHING
PORCH CAP DETAIL
SCALE = N.T.S.
MIN. NET CLEAR OPENING HEIGHT OF 24" (FOR A WIDE WINDOW). MIN. HEIGHT
FROM FLOOR TO CLEAR OPENING NOT TO EXCEED 44".
44
"
M
A
X
.
T
O
CL
E
A
R
O
P
E
N
I
N
G
TYP. TRUSS HEEL
SCALE = N.T.S.
PE
R
PL
A
N
pr
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:
revisions:
Project number
Date
Drawn by
Engineered by
7707 SOUTH MAIN STREET
MIDVALE, UT 84047
801.285.8885
CRAIG WALL
DESIGN
EACH SUB-CONTRACTOR SHALL
CHECK AND UNDERSTAND ALL
DIMENSIONS, NOTES AND OTHER
ASPECTS OF THIS PROJECT
APPLICABLE TO THEIR TRADE
AND AFFECTING OTHER TRADES
PRIOR TO AND DURING
CONSTRUCTION.
NOTIFY DESIGNER OR ENGINEER
IN WRITING OF ANY
DISCREPANCIES OR CHANGES
ON THE DRAWINGS BEFORE
PROCEEDING WITH ANY WORK.
EACH SUB-CONTRACTOR SHALL
COORDINATE WORK WITH OTHER
TRADE THROUGH THE GENERAL
CONTRACTOR.
THE DESIGNER WILL NOT
ASSUME RESPONSIBILITY FOR
ANY MISUSE OR MISREADING OF
THESE PLANS. WHERE
INFORMATION IS AVAILABLE BUT
UNCLEAR, THE PERSON USING
THESE PLANS IS RESPONSIBLE
FOR CLARIFYING ANY
QUESTIONS ACCORDING TO THE
CONDITIONS STATED ABOVE.
A5.0
MARCH 26, 2021
SO
M
M
E
R
R
E
S
I
D
E
N
C
E
LO
T
4
B
L
O
C
K
1
PI
N
E
B
R
O
O
K
E
S
T
A
T
E
S
RE
X
B
U
R
G
,
I
D
CWD
N/A
SECTIONS
also on 4' walls
? 8" x 20"
MAIN F.F.
100'-0"
MAIN F.F.
100'-0"
MAIN TOP PLATE
109'-0"
MAIN TOP PLATE
109'-0"
FAMILY ROOM T.P.
111'-0"
GARAGE T.O.S.
98'-6"
SCALE 1/4"=1'-0"
SECTION 'A'
12
10
12
10
CRAWL
SPACE
CRAWL
SPACE
CL
G
.
11
'
-
0
"
CL
G
.
9'
-
0
"
SLOPE TO DRAIN
SLOPE TO
DRAIN
pr
o
j
e
c
t
:
revisions:
Project number
Date
Drawn by
Engineered by
7707 SOUTH MAIN STREET
MIDVALE, UT 84047
801.285.8885
CRAIG WALL
DESIGN
EACH SUB-CONTRACTOR SHALL
CHECK AND UNDERSTAND ALL
DIMENSIONS, NOTES AND OTHER
ASPECTS OF THIS PROJECT
APPLICABLE TO THEIR TRADE
AND AFFECTING OTHER TRADES
PRIOR TO AND DURING
CONSTRUCTION.
NOTIFY DESIGNER OR ENGINEER
IN WRITING OF ANY
DISCREPANCIES OR CHANGES
ON THE DRAWINGS BEFORE
PROCEEDING WITH ANY WORK.
EACH SUB-CONTRACTOR SHALL
COORDINATE WORK WITH OTHER
TRADE THROUGH THE GENERAL
CONTRACTOR.
THE DESIGNER WILL NOT
ASSUME RESPONSIBILITY FOR
ANY MISUSE OR MISREADING OF
THESE PLANS. WHERE
INFORMATION IS AVAILABLE BUT
UNCLEAR, THE PERSON USING
THESE PLANS IS RESPONSIBLE
FOR CLARIFYING ANY
QUESTIONS ACCORDING TO THE
CONDITIONS STATED ABOVE.
A5.1
MARCH 26, 2021
SO
M
M
E
R
R
E
S
I
D
E
N
C
E
LO
T
4
B
L
O
C
K
1
PI
N
E
B
R
O
O
K
E
S
T
A
T
E
S
RE
X
B
U
R
G
,
I
D
CWD
N/A
SECTIONS
WP/GFI
WP/GFI
WP
/
G
F
I
GF
I
20
"
MI
N
.
GFI
20"
MIN.
GF
I
20
"
MI
N
.
220
22
0
220GFI
GFI
GF
I
GF
I
GF
I
GFIGFIGFI
GF
I
GF
I
GFI GFI
GF
I
GFI
SCALE 1/4"=1'-0"
MAIN FLOOR ELECTRICAL PLAN
ELEC.
PANEL
3 WAY SWITCH
DUPLEX RECEPTACLE OUTLET - TAMPER RESISTANT
CARBON MONOXIDE DETECTOR
EXHAUST FAN - VENT TO OUTSIDE
SURFACE MOUNT LIGHT FIXTURE
GROUND FAULT INTERCEPT DUPLEX RECEPTACLE OUTLET
WATER PROOF G.F.I. DUPLEX RECEPTACLE OUTLET
SMOKE DETECTOR WIRE IN SERIES W/ BATTERY BACK-UP
ELECTRICAL LEGEND
GFI
WP/GFI
3
CO
S
NOTES:
ALL OUTLETS MUST BE TAMPER RESISTANT PER 2017 NEC.
ALL BEDROOM OUTLETS, LIGHTS, SWITCHES & SMOKE DETECTORS SHALL BE ARC-FAULT PROTECTED.
FIELD DETERMINE LOCATION OF ALL SWITCHES.
PROVIDE METALLIC WATER SERVICE & CONCRETE ENCASED ELECTRODE PER 2017 NEC.
PROVIDE BUBBLE COVERS ON ALL EXTERIOR OUTLETS.
INSTALL 110V OUTLET WITHIN 25' OF A/C UNIT.
INSTALLATION OF ALL ELECTRICAL COMPONENTS SHALL COMPLY WITH THE 2017 NEC REQUIREMENTS
INCLUDING THE PLACEMENT OF OUTLETS AS SPECIFIED IN CHAPTER 2 AND WIRING METHODS AS SPECIFIED
IN CHAPTER 3 (I.E. RECEPTACLES ARE REQUIRED WITHIN 6' OF WALL ENDS AND VERTICAL EDGES OF
DOORWAYS AND ON ALL WALL SECTIONS AT LEAST 2' WIDE).
220 V. OUTLET
PENDANT LIGHT FIXTURE
RECESSED CAN LIGHT
CLG. FAN W/ LIGHT
2'X4' FLUORESCENT LIGHT FIXTURE
WP
WP
CO
GFI
GFIGFI
PWR FOR D.W.
PWR FOR DISP.
POWER FOR GARAGE
DOOR OPENER
pr
o
j
e
c
t
:
revisions:
Project number
Date
Drawn by
Engineered by
7707 SOUTH MAIN STREET
MIDVALE, UT 84047
801.285.8885
CRAIG WALL
DESIGN
EACH SUB-CONTRACTOR SHALL
CHECK AND UNDERSTAND ALL
DIMENSIONS, NOTES AND OTHER
ASPECTS OF THIS PROJECT
APPLICABLE TO THEIR TRADE
AND AFFECTING OTHER TRADES
PRIOR TO AND DURING
CONSTRUCTION.
NOTIFY DESIGNER OR ENGINEER
IN WRITING OF ANY
DISCREPANCIES OR CHANGES
ON THE DRAWINGS BEFORE
PROCEEDING WITH ANY WORK.
EACH SUB-CONTRACTOR SHALL
COORDINATE WORK WITH OTHER
TRADE THROUGH THE GENERAL
CONTRACTOR.
THE DESIGNER WILL NOT
ASSUME RESPONSIBILITY FOR
ANY MISUSE OR MISREADING OF
THESE PLANS. WHERE
INFORMATION IS AVAILABLE BUT
UNCLEAR, THE PERSON USING
THESE PLANS IS RESPONSIBLE
FOR CLARIFYING ANY
QUESTIONS ACCORDING TO THE
CONDITIONS STATED ABOVE.
E1.0
MARCH 26, 2021
SO
M
M
E
R
R
E
S
I
D
E
N
C
E
LO
T
4
B
L
O
C
K
1
PI
N
E
B
R
O
O
K
E
S
T
A
T
E
S
RE
X
B
U
R
G
,
I
D
CWD
N/A
MAIN FLOOR
ELECTRICAL PLAN