Elevations4" FASCIA (TYP.)
' k T.O. PLATE - N
' 8'- 1 1/8"
CORNER TRIM (TYP.)
VINYL SIDING (TYP.)
4" METAL TRIM
J -CHANNEL TRIM
(TYP. AT GARAGE
DOORS AND STONE)
CULTURED STONE (TYP.) -
DO NOT WRAP CORNERS
/7 MAIN LEVEL
0'-00"
CORNER TR
(TYI
UNIT A UNIT B
II 1 71 1.L
J_
O
I
I
12 12 12 12 ;' 5:12 ROOF PITCH W/ CLASS A
7� 7� 7 7 - ASPHALT SHINGLES ---
5:12 u
i
4" TRIM (TYP. AT COL.)
�1
Lj
L�A L�-T=I
FRONT ELEVATION
1/411 = 1'-0"
J -CHANNEL TRIM (TYP.
AT SIDES/REAR)
LEFT ELEVATION
(-2-�--
1 /8" = 1'-0"
12
4'-0" L UNITA 5[,5�7
12
7�
12
�7
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
RIGHT ELEVATION
UNIT B UNIT A
1/8" = 1'-0"
12
�7
N
12 12
7 \ 7
-
RIDGE
�- 12X18 GABLE VENT
W/ 4" TRIM (TYP.)
4" FASCIA (TYP.)
6" METAL BAND
(TYP. AT FRONT
GABLES) o
�o
�C C
GRADE
CORNER TRIM
(TYP.)
ENERGY CODE COMPLIANCE
SEE THE COMPLIANCE OPTIONS BELOW. PLANS MUST BE SUBMITTED DEMONSTRATING EITHER THE PRESCRIPTIVE APPROACH OR THE TOTAL UA ALTERNATIVE
APPROACH FOR ENERGY CODE COMPLIANCE.
1. OPTION 1: TOTAL UA ALTERNATIVE APPROACH
A COPY OF THE RESCHECK COMPLIANCE REPORT IS ATTACHED TO THE PLANS. (THIS INCLUDES BOTH THE COVER SHEET AND THE INSPECTION CHECKLIST)
2. OPTION 2: PRESCRIPTIVE COMPONENT APPROACH
a. R -VALUES ARE MINIMUM. U -FACTORS AND SOLAR HEAT GAIN COEFFICIENT (SHGC) ARE MAXIMUMS. R-19 BATTS COMPRESSED INTO NOMINAL 2X6
FRAMING CAVITY SUCH THAT THE R -VALUE IS REDUCED BY R-1 OR MORE SHALL BE MARKED WITH THE COMPRESSED BATT R -VALUE IN ADDITION TO THE
FULL THICKNESS R -VALUE.
b. THE FENESTRATION U -FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SOLAR HEAT GAIN COEFFICIENT (SHGC) COLUMN APPLIES TO ALL GLAZED FENESTRATION.
c. THE FIRST R -VALUE APPLIED TO CONTINUOUS INSULATION, THE SECOND TO FRAMING CAVITY INSULATION; EITHER INSULATION MEETS THE REQUIREMENTS.
d. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R -VALUES FOR HEATED SLAB.
g. INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY, R-19 MINIMUM.
h. "13+5" MEANS R-13 CAVITY INSULATION PLUS R-5 INSULATED SHEATHING. IF STRUCTURAL SHEATHING COVERS 25% OR LESS OF THE EXTERIOR, R-5
SHEATHING IS NOT REQUIRED WHERE STRUCTURAL SHEATHING IS USED. IF STRUCTURAL SHEATHING COVERS MORE THAN 25% OF EXTERIOR, STRUCTURAL
SHEATHING SHALL BE SUPPLEMENTED WITH INSULATED SHEATHING OF AT LEAST R-2.
k. THE SECOND R -VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR.
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
CORNER TRIM
(TYP.)
REAR ELEVATION
1/8" = 1'-0"
I L
1/2" GYPSUM WALLBOARD
2X6 STUDS AT 16" O.C.
R21 WALL INSULATION
VAPOR BARRIER
PER LOCAL CODE
R38 CEILING INSULATION
T.O. PLATE
TABLE N1102.1
INSULATION AND FENESTRATION REQUIREMENT BY COMPONENT a
CLIMATE
FENESTRATION
SKYLIGHTb
GLAZED
CEILING
WOOD FRAME
MASS WALLk
FLOOR
BASEMENTS
SLABdR-VALUE
CRAWL SPACE
ZONE
U -FACTOR
U -FACTOR
FENESTRATION
R -VALUE
WALL R -VALUE
R -VALUE
R -VALUE
WALL R -VALUE
AND DEPTH
WALL R -VALUE
O
�
SHGC
N
O
N
DRIVEWAY
GARAGE
QC:)
CONC.
0.35
0.60
NR
38
20 OR 13+5 h
13/17
309
10/13
10, 2 FT
10/13
MARIND 4
Lu
CORNER TRIM
(TYP.)
ENERGY CODE COMPLIANCE
SEE THE COMPLIANCE OPTIONS BELOW. PLANS MUST BE SUBMITTED DEMONSTRATING EITHER THE PRESCRIPTIVE APPROACH OR THE TOTAL UA ALTERNATIVE
APPROACH FOR ENERGY CODE COMPLIANCE.
1. OPTION 1: TOTAL UA ALTERNATIVE APPROACH
A COPY OF THE RESCHECK COMPLIANCE REPORT IS ATTACHED TO THE PLANS. (THIS INCLUDES BOTH THE COVER SHEET AND THE INSPECTION CHECKLIST)
2. OPTION 2: PRESCRIPTIVE COMPONENT APPROACH
a. R -VALUES ARE MINIMUM. U -FACTORS AND SOLAR HEAT GAIN COEFFICIENT (SHGC) ARE MAXIMUMS. R-19 BATTS COMPRESSED INTO NOMINAL 2X6
FRAMING CAVITY SUCH THAT THE R -VALUE IS REDUCED BY R-1 OR MORE SHALL BE MARKED WITH THE COMPRESSED BATT R -VALUE IN ADDITION TO THE
FULL THICKNESS R -VALUE.
b. THE FENESTRATION U -FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SOLAR HEAT GAIN COEFFICIENT (SHGC) COLUMN APPLIES TO ALL GLAZED FENESTRATION.
c. THE FIRST R -VALUE APPLIED TO CONTINUOUS INSULATION, THE SECOND TO FRAMING CAVITY INSULATION; EITHER INSULATION MEETS THE REQUIREMENTS.
d. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R -VALUES FOR HEATED SLAB.
g. INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY, R-19 MINIMUM.
h. "13+5" MEANS R-13 CAVITY INSULATION PLUS R-5 INSULATED SHEATHING. IF STRUCTURAL SHEATHING COVERS 25% OR LESS OF THE EXTERIOR, R-5
SHEATHING IS NOT REQUIRED WHERE STRUCTURAL SHEATHING IS USED. IF STRUCTURAL SHEATHING COVERS MORE THAN 25% OF EXTERIOR, STRUCTURAL
SHEATHING SHALL BE SUPPLEMENTED WITH INSULATED SHEATHING OF AT LEAST R-2.
k. THE SECOND R -VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR.
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
CORNER TRIM
(TYP.)
REAR ELEVATION
1/8" = 1'-0"
I L
1/2" GYPSUM WALLBOARD
2X6 STUDS AT 16" O.C.
R21 WALL INSULATION
VAPOR BARRIER
PER LOCAL CODE
R38 CEILING INSULATION
T.O. PLATE
SIDING AS SPEC.
i
i
- 7/16" OSB SHEATHING -
SEE SHEARWALL SCHED.
❑PORCH
z
Q
O
J
d
APPROVED MOISTURE
W
w
BARRIER
GRADE 6" BELOW TOP
OF FND. SLOPE 5% FOR
FIRST 10' AND 2%
THEREAFTER
T.O. FND. / SLAB
FIN. GRADE
0
TYPICAL WALL
DESIGN CRITERIA
CODES:
2012 INTERNATIONAL RESIDENTIAL CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2014 NATIONAL ELECTRICAL CODE
2013 INTERNATIONAL MECHANICAL CODE
2009 IDAHO STATE PLUMBING CODE
FROST DEPTH: 24 INCHES
SEISMIC ZONE: C
CLIMATE ZONE: 5
BASIC WIND SPEED: 90 MPH
SOIL BEARING CAPACITY: 1500 PSF
ROOF LOADS: 25 PSF LIVE (SNOW)
17 PSF DEAD
FLOOR LOADS: 40 PSF LIVE
12 PSF DEAD
80'-0"
L
N p
DRIVEWAY G RAG E
o
N N CONC. "t
O
GENERAL NOTES
1. ALL SETBACKS AND EASEMENTS ARE TO BE LOCATED AND
VERIFIED PRIOR TO CONSTRUCTION.
2. FINISH GRADE SHALL SLOPE AWAY FROM THE FOUNDATION
5% FOR THE FIRST 10 -FT. AND 2% THEREAFTER.
1 -HOUR FIRE RATED
SETBACK LINE
)° 32'35"E
100.00,
T-0" SIDE SETBACK—
(J
ETBACK( i
15'-0"
REAR SETBACK
DWELLINGPATIO LOT 10
CONC. I 1
DWELLING
20'- 0" FRONT SETBACK III
FROM BACK OF SIDEWALK
0
— — — — — — — — — — — — — — — — —
S89° 32' 35"E
100.00'
f 80' - 0"
- COMMON LOT 12 -
SITE PLAN
N111 = 10'-011
LOT 11
�j15'- 0"
REAR SETBACK
I
T-0" SIDE SETBACK
1 -HOUR FIRE RATED
SETBACK LINE
mvw
O
N N
0 �
O
O
N
o
TOWN HOUSE 17C
UNIT A 1342 S.F
UNIT A GAR. 452 S.F
UNIT B 1292 S.F
UNIT B GAR. 438 S.F
LOT 10/11 BLOCK 5
VERADO SUB. NO. 1
ALL WORK TO BE PERFORMED
BY LICENSED CONTRACTORS
CONSISTENT WITH THE BEST
PRACTICES OF TRADE
INVOLVED. CONTRACTOR TO
VERIFY ALL DIMENSIONS AND
CONDITIONS BEFORE
STARTING CONSTRUCTION.
ALL PLANS, DRAWINGS, AND
DESIGNS ARE THE PROPERTY
OF TAHOE HOMES AND SHALL
NOT BE REPRODUCED OR
COPIED WITHOUT WRITTEN
CONSENT OF TAHOE HOMES.
z
m
SCALE: As indicated
JDE JOB #: 170440
PLOT DATE:
4/24/2017 11:47:23 AM
ELEVATIONS / TYP. WALL
1.0
i
i
❑PORCH
O
21'- 7 1/2"
CONC.
FROM BACK OF SIDEWALK 5' - "
N
O
�
O
N
O
N
DRIVEWAY
GARAGE
QC:)
CONC.
Z
S890 32'35"E
J
100.00'
Lu
o
PORCH
Z
in
CONC.
5--0"
L
N p
DRIVEWAY G RAG E
o
N N CONC. "t
O
GENERAL NOTES
1. ALL SETBACKS AND EASEMENTS ARE TO BE LOCATED AND
VERIFIED PRIOR TO CONSTRUCTION.
2. FINISH GRADE SHALL SLOPE AWAY FROM THE FOUNDATION
5% FOR THE FIRST 10 -FT. AND 2% THEREAFTER.
1 -HOUR FIRE RATED
SETBACK LINE
)° 32'35"E
100.00,
T-0" SIDE SETBACK—
(J
ETBACK( i
15'-0"
REAR SETBACK
DWELLINGPATIO LOT 10
CONC. I 1
DWELLING
20'- 0" FRONT SETBACK III
FROM BACK OF SIDEWALK
0
— — — — — — — — — — — — — — — — —
S89° 32' 35"E
100.00'
f 80' - 0"
- COMMON LOT 12 -
SITE PLAN
N111 = 10'-011
LOT 11
�j15'- 0"
REAR SETBACK
I
T-0" SIDE SETBACK
1 -HOUR FIRE RATED
SETBACK LINE
mvw
O
N N
0 �
O
O
N
o
TOWN HOUSE 17C
UNIT A 1342 S.F
UNIT A GAR. 452 S.F
UNIT B 1292 S.F
UNIT B GAR. 438 S.F
LOT 10/11 BLOCK 5
VERADO SUB. NO. 1
ALL WORK TO BE PERFORMED
BY LICENSED CONTRACTORS
CONSISTENT WITH THE BEST
PRACTICES OF TRADE
INVOLVED. CONTRACTOR TO
VERIFY ALL DIMENSIONS AND
CONDITIONS BEFORE
STARTING CONSTRUCTION.
ALL PLANS, DRAWINGS, AND
DESIGNS ARE THE PROPERTY
OF TAHOE HOMES AND SHALL
NOT BE REPRODUCED OR
COPIED WITHOUT WRITTEN
CONSENT OF TAHOE HOMES.
z
m
SCALE: As indicated
JDE JOB #: 170440
PLOT DATE:
4/24/2017 11:47:23 AM
ELEVATIONS / TYP. WALL
1.0
UNIT A UNIT B
RIDGE
NOW --T -T
- -19 - N
i
ii ii
12 12 _ I 12
5:12 ROOF PITCH W/ CLASS A T
12X18 GABLE 7 7 ES - 7
VENT (TYP.)
- _ -
-- -
4" FASCIA
(TYP.) - -'
6" METAL TRIM -
IL i
GRADE
COQ
FRONT ELE
CORNER TRIM
(TYP.) �.
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
CORNER TRIM
(TYP.) -
4'- 0" ^ AT SIDES
/REAR)
RIGHT ELEVATION
2
1/8" = 1'-0"
12
5
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
3
12
7�
12
�5
UNITA 4'-0"
2' - 0"� X
LEFT ELEVATION
1/8" = 1'-0"
UNIT B UNIT A
12
�7
)RNER TRIM
REAR ELEVATION
1/8" = 1'-0"
VATION
1/4" = 1'-0"
T.O. PLATE - MAIN I1
8'- 1 11 1 /8" �
- 4" FASCIA (TYP.)
VINYL SIDING (TYP.)
i — 4" METAL TRIM
- -- - CULTURED STONE (TYP.)
==I'[
Cr – I'[—j
�I
MAIN LEVEL
0' 0"
SMOOTH HARDIE
BOARD FINISH W/4"
HARDIE TRIM
ENERGY CODE COMPLIANCE
SEE THE COMPLIANCE OPTIONS BELOW. PLANS MUST BE SUBMITTED DEMONSTRATING EITHER THE PRESCRIPTIVE APPROACH OR THE TOTAL UA ALTERNATIVE
APPROACH FOR ENERGY CODE COMPLIANCE.
1. OPTION 1: TOTAL UA ALTERNATIVE APPROACH
A COPY OF THE RESCHECK COMPLIANCE REPORT IS ATTACHED TO THE PLANS. (THIS INCLUDES BOTH THE COVER SHEET AND THE INSPECTION CHECKLIST)
2. OPTION 2: PRESCRIPTIVE COMPONENT APPROACH
a. R -VALUES ARE MINIMUM. U -FACTORS AND SOLAR HEAT GAIN COEFFICIENT (SHGC) ARE MAXIMUMS. R-19 BATTS COMPRESSED INTO NOMINAL 2X6
FRAMING CAVITY SUCH THAT THE R -VALUE IS REDUCED BY R-1 OR MORE SHALL BE MARKED WITH THE COMPRESSED BATT R -VALUE IN ADDITION TO THE
FULL THICKNESS R -VALUE.
b. THE FENESTRATION U -FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SOLAR HEAT GAIN COEFFICIENT (SHGC) COLUMN APPLIES TO ALL GLAZED ENESTRATION.
c. THE FIRST R -VALUE APPLIED TO CONTINUOUS INSULATION, THE SECOND TO FRAMING CAVITY INSULATION; EITHER INSULATION MEETS THE REQUIREMENTS.
d. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R -VALUES FOR HEATED SLAB.
g. INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY, R-19 MINIMUM.
h. "13+5" MEANS R-13 CAVITY INSULATION PLUS R-5 INSULATED SHEATHING. IF STRUCTURAL SHEATHING COVERS 25% OR LESS OF THE EXTERIOR, R-5
SHEATHING IS NOT REQUIRED WHERE STRUCTURAL SHEATHING IS USED. IF STRUCTURAL SHEATHING COVERS MORE THAN 25% OF EXTERIOR, STRUCTURAL
SHEATHING SHALL BE SUPPLEMENTED WITH INSULATED SHEATHING OF AT LEAST R-2.
k. THE SECOND R -VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR. — —
I
4' - 0'
Y 1
ml
wI
w
(nI
w
0I
-9I
1 -HOUR FIRE RATED Ce'
SETBACK LINE
R38 CEILING INSULATION
1/2" GYPSUM WALLBOARD
2X6 STUDS AT 16" O.C.
R21 WALL INSULATION
VAPOR BARRIER —
PER LOCAL CODE
2
3.0
TE
uJ
SIDING AS SPEC.
7/16" OSB SHEATHING -
SEE SHEARWALL SCHED.
Z
J
CL
APPROVED MOISTURE w
BARRIER
GRADE 6" BELOW TOP
OF FND. SLOPE 5% FOR
FIRST 10' AND 2%
THEREAFTER
T.O. FND. / SLAB
FIN. GRADE
T.O. FTG. N
BTM. FTG.
L -
TYPICAL WALL
DESIGN CRITERIA
CODES:
2012 INTERNATIONAL RESIDENTIAL CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2014 NATIONAL ELECTRICAL CODE
2013 INTERNATIONAL MECHANICAL CODE
2009 IDAHO STATE PLUMBING CODE
FROST DEPTH: 24 INCHES
SEISMIC ZONE: C
CLIMATE ZONE: 5
BASIC WIND SPEED: 90 MPH
SOIL BEARING CAPACITY: 1500 PSF
ROOF LOADS: 25 PSF LIVE (SNOW)
17 PSF DEAD
FLOOR LOADS: 40 PSF LIVE
12 PSF DEAD
GENERAL NOTES
1. ALL SETBACKS AND EASEMENTS ARE TO BE LOCATED AND
VERIFIED PRIOR TO CONSTRUCTION.
2. FINISH GRADE SHALL SLOPE AWAY FROM THE FOUNDATION
5% FOR THE FIRST 10 -FT. AND 2% THEREAFTER.
O
O
� CD
O
T—I
N O I
z Icc
I
I I
I
I
I
I
4-_wi
S890 44'57"E
39.00'
Q LOT 3
BLOCK 1
C) H
w
co U)
w
S890 44'57"E
39.00'
LOT 2 Y
BLOCK 1 _ m
o �
w
4) m
it
w
CD
Z
GARAGE
PORCH
CONC.
TABLE N1102.1
452 S.F.
INSULATION AND FENESTRATION REQUIREMENT BY COMPONENT
CLIMATE
FENESTRATION
SKYLIGHTb
GLAZED
CEILING
WOOD FRAME
MASS WALLk
FLOOR
BASEMENT"
SLABdR-VALUE
CRAWL SPACE"
ZONE
U -FACTOR
U -FACTOR
FENESTRATION
R -VALUE
WALL R -VALUE
R -VALUE
R -VALUE
WALL R -VALUE
AND DEPTH
WALL R -VALUE
SHGC
0.35
0.60
NR
38
20 OR 13+5h
13/17
309
10/13
10, 2 FT
10/13
MARINDE 4
ENERGY CODE COMPLIANCE
SEE THE COMPLIANCE OPTIONS BELOW. PLANS MUST BE SUBMITTED DEMONSTRATING EITHER THE PRESCRIPTIVE APPROACH OR THE TOTAL UA ALTERNATIVE
APPROACH FOR ENERGY CODE COMPLIANCE.
1. OPTION 1: TOTAL UA ALTERNATIVE APPROACH
A COPY OF THE RESCHECK COMPLIANCE REPORT IS ATTACHED TO THE PLANS. (THIS INCLUDES BOTH THE COVER SHEET AND THE INSPECTION CHECKLIST)
2. OPTION 2: PRESCRIPTIVE COMPONENT APPROACH
a. R -VALUES ARE MINIMUM. U -FACTORS AND SOLAR HEAT GAIN COEFFICIENT (SHGC) ARE MAXIMUMS. R-19 BATTS COMPRESSED INTO NOMINAL 2X6
FRAMING CAVITY SUCH THAT THE R -VALUE IS REDUCED BY R-1 OR MORE SHALL BE MARKED WITH THE COMPRESSED BATT R -VALUE IN ADDITION TO THE
FULL THICKNESS R -VALUE.
b. THE FENESTRATION U -FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SOLAR HEAT GAIN COEFFICIENT (SHGC) COLUMN APPLIES TO ALL GLAZED ENESTRATION.
c. THE FIRST R -VALUE APPLIED TO CONTINUOUS INSULATION, THE SECOND TO FRAMING CAVITY INSULATION; EITHER INSULATION MEETS THE REQUIREMENTS.
d. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R -VALUES FOR HEATED SLAB.
g. INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY, R-19 MINIMUM.
h. "13+5" MEANS R-13 CAVITY INSULATION PLUS R-5 INSULATED SHEATHING. IF STRUCTURAL SHEATHING COVERS 25% OR LESS OF THE EXTERIOR, R-5
SHEATHING IS NOT REQUIRED WHERE STRUCTURAL SHEATHING IS USED. IF STRUCTURAL SHEATHING COVERS MORE THAN 25% OF EXTERIOR, STRUCTURAL
SHEATHING SHALL BE SUPPLEMENTED WITH INSULATED SHEATHING OF AT LEAST R-2.
k. THE SECOND R -VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR. — —
I
4' - 0'
Y 1
ml
wI
w
(nI
w
0I
-9I
1 -HOUR FIRE RATED Ce'
SETBACK LINE
R38 CEILING INSULATION
1/2" GYPSUM WALLBOARD
2X6 STUDS AT 16" O.C.
R21 WALL INSULATION
VAPOR BARRIER —
PER LOCAL CODE
2
3.0
TE
uJ
SIDING AS SPEC.
7/16" OSB SHEATHING -
SEE SHEARWALL SCHED.
Z
J
CL
APPROVED MOISTURE w
BARRIER
GRADE 6" BELOW TOP
OF FND. SLOPE 5% FOR
FIRST 10' AND 2%
THEREAFTER
T.O. FND. / SLAB
FIN. GRADE
T.O. FTG. N
BTM. FTG.
L -
TYPICAL WALL
DESIGN CRITERIA
CODES:
2012 INTERNATIONAL RESIDENTIAL CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2014 NATIONAL ELECTRICAL CODE
2013 INTERNATIONAL MECHANICAL CODE
2009 IDAHO STATE PLUMBING CODE
FROST DEPTH: 24 INCHES
SEISMIC ZONE: C
CLIMATE ZONE: 5
BASIC WIND SPEED: 90 MPH
SOIL BEARING CAPACITY: 1500 PSF
ROOF LOADS: 25 PSF LIVE (SNOW)
17 PSF DEAD
FLOOR LOADS: 40 PSF LIVE
12 PSF DEAD
GENERAL NOTES
1. ALL SETBACKS AND EASEMENTS ARE TO BE LOCATED AND
VERIFIED PRIOR TO CONSTRUCTION.
2. FINISH GRADE SHALL SLOPE AWAY FROM THE FOUNDATION
5% FOR THE FIRST 10 -FT. AND 2% THEREAFTER.
O
O
� CD
O
T—I
N O I
z Icc
I
I I
I
I
I
I
4-_wi
S890 44'57"E
39.00'
Q LOT 3
BLOCK 1
C) H
w
co U)
w
S890 44'57"E
39.00'
LOT 2 Y
BLOCK 1 _ m
o �
w
4) m
it
w
CD
Z
GARAGE
0
z
J
J
W
D
GARAGE III
20'-0" FRONT SETBACK o
FROM BACK OF SIDEWALK
DRIVEWAY
CONC.
° 44'57"W r4, N890 44'5
39.00' 39.00'
E. RINGNECK ST.
SITE PLAN
N111 = 10'-011
I
14, -0"
1
Im
I1--
w
I(n
Lu
I�
Im
I
� O
O
O
C O
O O
O
07
LL
0
Co Y
M Q
m
m
O
Of
LL
TOWN HOUSE 17C -SS
UNIT A
PORCH
CONC.
UNIT A GAR.
452 S.F.
Y
�
UNIT B GAR.
438 S.F.
O
LL
O
DRIVEWAY
M O
U CONC.
00 r -
m
O
W
O
0
z
J
J
W
D
GARAGE III
20'-0" FRONT SETBACK o
FROM BACK OF SIDEWALK
DRIVEWAY
CONC.
° 44'57"W r4, N890 44'5
39.00' 39.00'
E. RINGNECK ST.
SITE PLAN
N111 = 10'-011
I
14, -0"
1
Im
I1--
w
I(n
Lu
I�
Im
I
� O
O
O
C O
O O
O
07
LL
0
Co Y
M Q
m
m
O
Of
LL
TOWN HOUSE 17C -SS
UNIT A
1342 S.F.
UNIT A GAR.
452 S.F.
UNIT B
1292 S.F.
UNIT B GAR.
438 S.F.
LOT 2/3 BLOCK 1
VERADO SUB. NO. 1
0 V)
1 -HOUR FIRE RATED
SETBACK LINE
z
0
m
SCALE: As indicated
JDE JOB #: 170133
PLOT DATE:
2/8/2017 1:01:16 PM
ELEVATIONS / TYP. WALL
1.0
UNIT A UNIT B
TI IIJLII ILUL `I. ILi _'L,�L�Luu_LI
- J L
�u a
,- ITS uT��L, J L IT-�� "IT I IJP
L L
1 1
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4
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7_ L u L L L L 1 _ J -1. J LL�. L 1 1 1�.--.-.1 1 -,1 1._ I�_� L_u u- u- 1. TMJ L__ LJ
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' -
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� T.00FOUNDATION
\0 VINYL SIDING (TYP.) DOWN SPOUT 4" DOOR/WINDOW TRIM
(TYP. AT FRONT)
FRONT ELEVATION
1 1/411 = 1'-0"
4" FASCIA (TYP.)
VINYL SIDING (TYP.)
CORNER TRIM (TYP.)
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
8'-0"
UNIT B
2'- 0"
UNITA 8'-0"
LEFT ELEVATION
1/8" = 1'-0"
RIGHT ELEVATION
3
1/8" = 1'-0"
UNIT B � UNIT A
2'- 0"mak
4" FASCIA (TYP.)
VINYL SIDING (TYP.)
CORNER TRIM (TYP.)
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
REAR ELEVATION
1/8" = 1'-0"
4" FASCIA (TYP.)
VINYL SIDING (TYP.)
CORNER TRIM (TYP.)
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
DESIGN CRITERIA
CODES:
2012 INTERNATIONAL RESIDENTIAL CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2014 NATIONAL ELECTRICAL CODE
2013 INTERNATIONAL MECHANICAL CODE
2009 IDAHO STATE PLUMBING CODE
FROST DEPTH: 24 INCHES
SEISMIC ZONE: C
CLIMATE ZONE: 5
BASIC WIND SPEED: 90 MPH
SOIL BEARING CAPACITY: 1500 PSF
ROOF LOADS: 25 PSF LIVE (SNOW)
17 PSF DEAD
FLOOR LOADS: 40 PSF LIVE
12 PSF DEAD
GENERAL NOTES
1. ALL SETBACKS AND EASEMENTS ARE
TO BE LOCATED AND VERIFIED PRIOR
TO CONSTRUCTION.
2. FINISH GRADE SHALL SLOPE AWAY
FROM THE FOUNDATION 5% FOR THE
FIRST 10 -FT. AND 2% THEREAFTER.
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a
M
N O
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w
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GARAGE B
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Q
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39.00'
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PATIO
CONC.
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E. RINGNECK ST.
SITE
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UNIT A
1342 S.F.
GARAGE A
452 S.F.
UNIT B
1342 S.F.
GARAGE B
452 S.F.
LOT 2/3 BLOCK 2
VERADO SUB. NO. 1
ALL WORK TO BE PERFORMED
BY LICENSED CONTRACTORS
CONSISTENT WITH THE BEST
PRACTICES OF TRADE
INVOLVED. CONTRACTOR TO
VERIFY ALL DIMENSIONS AND
CONDITIONS BEFORE
STARTING CONSTRUCTION.
ALL PLANS, DRAWINGS, AND
DESIGNS ARE THE PROPERTY
OF TAHOE HOMES AND SHALL
NOT BE REPRODUCED OR
COPIED WITHOUT WRITTEN
CONSENT OF TAHOE HOMES.
SCALE: As indicated
JDE JOB #: 170201
PLOT DATE:
2/17/2017 10:25:07 AM
ELEVATIONS /SITE PLAN
1.0
bo
RIDGE
CORNER TRIM (TYP.)
�l T.O.P. MAIN
t
—8'- 1 1 /8"
UNIT A UNIT B
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i,
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GRADE
4" FASCIA (TYP.)
VINYL SIDING (TYP.)
CORNER TRIM (TYP.)
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
FRONT
12
5�
12
8'- o° L UNIT B 5 /
12 12
5� �5
r
�L
i
I
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(TYP. AT FRONT)
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12
�5 UNIT A
LEFT ELEVATION
1/8" = 1'-0"
RIGHT ELEVATION
1/8" = 1'-0"
UNIT B I UNIT A
8'-0"
12 12
5F;�;7 �5
REAR ELEVATION
1/8" = 1'-0"
4" FASCIA (TYP.)
VINYL SIDING (TYP.)
CORNER TRIM (TYP.)
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
4" FASCIA (TYP.)
VINYL SIDING (TYP.)
CORNER TRIM (TYP.)
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
DESIGN CRITERIA
CODES:
2012 INTERNATIONAL RESIDENTIAL CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2014 NATIONAL ELECTRICAL CODE
2013 INTERNATIONAL MECHANICAL CODE
2009 IDAHO STATE PLUMBING CODE
FROST DEPTH: 24 INCHES
SEISMIC ZONE: C
CLIMATE ZONE: 5
BASIC WIND SPEED: 90 MPH
SOIL BEARING CAPACITY: 1500 PSF
ROOF LOADS: 25 PSF LIVE (SNOW)
17 PSF DEAD
FLOOR LOADS: 40 PSF LIVE
12 PSF DEAD
GENERAL NOTES
1. ALL SETBACKS AND EASEMENTS ARE
TO BE LOCATED AND VERIFIED PRIOR
TO CONSTRUCTION.
2. FINISH GRADE SHALL SLOPE AWAY
FROM THE FOUNDATION 5% FOR THE
FIRST 10 -FT. AND 2% THEREAFTER.
4" FASCIA (TYP.)
VINYL B&B SIDING
(TYP. AT GARAGE)
HJ C ANNEL TRIM
(TYP. AT GARAGE)
T.O. STONE 09L
5'- 6" 'J
STONE VENEER W/
STONE CAP (TYP.) -
DO NOT WRAP CORNERS
N450 21'14"E
2.82'
Z
J
W
I'
Lo
N O
ti O
N nj
o d -
801-0.1
DRIVEWAY G RAG E
CONC.
5'-0"
in LWAI WAY PORCH
COI C. CONC.
20'- 0" FRONT SETBACK
FROM BACK OF SIDEWALK
I
o WAIIKWAY PORCH
C6NC. CONC.
5'-0"
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CONC.
G
GE
1 -HOUR FIRE RATED
D° 32'35"E SETBACK LINE
98.01'
- - - - - - - - - - -
DWELLING - A
DWELLING - B
801-01,
890 32'35"E
100.00'
SITE
N 1
It
= 11
PATIO
CONC.
PATIO
CONC.
- - - o -
o r`
1 -HOUR FIRE RATED
SETBACK LINE
REAR SETBACK
N
O
�O
452 S.F.
N
o
N
�
O
O
452 S.F.
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12" PLANTER
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100.00'
LOT 3
I
15' - 0"
REAR SETBACK
O
O
N
It
ItoPPmWellN=IN-i
UNIT A
1342 S.F.
GARAGE A
452 S.F.
UNIT B
1342 S.F.
GARAGE B
452 S.F.
LOT 2/3 BLOCK 5
VERADO SUB. NO. 1
ALL WORK TO BE PERFORMED
BY LICENSED CONTRACTORS
CONSISTENT WITH THE BEST
PRACTICES OF TRADE
INVOLVED. CONTRACTOR TO
VERIFY ALL DIMENSIONS AND
CONDITIONS BEFORE
STARTING CONSTRUCTION.
ALL PLANS, DRAWINGS, AND
DESIGNS ARE THE PROPERTY
OF TAHOE HOMES AND SHALL
NOT BE REPRODUCED OR
COPIED WITHOUT WRITTEN
CONSENT OF TAHOE HOMES.
SCALE: As indicated
JDE JOB #: 170431
PLOT DATE:
4/17/2017 4:02:04 PM
ELEVATIONS /SITE PLAN
1.0
N
M
Lo
RIDGE
0
GRADE
T.O.P. MAIN
8'- 1 1/8"
UNITA UNIT B
I L J.I J
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VINYL SIDING (TYP.) - DOWN SPOUT
FRONT ELEVATION
4" FASCIA (TYP.)
CORNER TRIM (TYP.)
VINYL SIDING (TYP.)
J -CHANNEL (TYP. AT
SIDES/REAR)
12"X18" GABLE
VENT (TYP.)
:512
4.0 5
12 12 4
5/\ ; 5 4.0
0
UNITA 1. 4'-0"
LEFT ELEVATION
UNITB UNITA
1/8" = 1'-0"
12 12
5 5
4" FASCIA (TYP.)
DESIGN CRITERIA
CODES:
2012 INTERNATIONAL RESIDENTIAL CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2014 NATIONAL ELECTRICAL CODE
2013 INTERNATIONAL MECHANICAL CODE
2009 IDAHO STATE PLUMBING CODE
FROST DEPTH: 24 INCHES
SEISMIC ZONE: C
CLIMATE ZONE: 5
BASIC WIND SPEED: 90 MPH
SOIL BEARING CAPACITY: 1500 PSF
ROOF LOADS: 25 PSF LIVE (SNOW)
17 PSF DEAD
FLOOR LOADS: 40 PSF LIVE
12 PSF DEAD
GENERAL NOTES
1. ALL SETBACKS AND EASEMENTS ARE
TO BE LOCATED AND VERIFIED PRIOR
TO CONSTRUCTION.
2. FINISH GRADE SHALL SLOPE AWAY
FROM THE FOUNDATION 5% FOR THE
FIRST 10 -FT. AND 2% THEREAFTER.
VINYL SIDING (TYP.)
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
N
- . - CORNER TRIM (TYP.)
00O
REAR ELEVATION
1/8" = 1'-0"
RIGHT ELEVATION
1/8" = 1'-0"
40" TRIANGULAR
GABLE VENT
4" TRIM AT GABLE VENT
6" METAL BAND (TYP.)
8" METAL BAND (TYP.)
4" FASCIA (TYP.)
VINYL B&B SIDING
(TYP. AT GARAGE)
CORNER TRIM
(TYP. AT FRONT)
4" METAL TRIM (TYP.)
STONE VENEER (TYP.) -
DO NOT WRAP
CORNERS
4'-0"
1 -HOUR FIRE RATED
SETBACK LINE
N 00
N p
o r I
S890 44'57"
39.00'
Y LOT 4
U
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Q
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L0 _
N
1
1
00
~
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N
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J
O
o
C:)
Lu
W
12" PLANTER
PATIO PATIO
CONC. CONC.
Q
GARAGE
1
1
0
1342 S.F.
z
Z
J
J
J
J
Lu
W
PORCH
Q
10 44'57"E
39.00'
LOT 5
Y
Q
o
w
U)
w
w
VINYL SIDING (TYP.)
J -CHANNEL TRIM (TYP. E. RINGNECK ST.
AT SIDES/REAR)
SITE
-
,'N 1 If
= 10'-0"
4'- 0" BLDG
SETBACK
1 -HOUR FIRE RATED
SETBACK LINE
N O
O
N O
o O
4'- 0" BLDG
SETBACK
TOWNHOUSE 17A
UNITA
GARAGE
GARAGE A
452 S.F.
UNIT B
1342 S.F.
GARAGE
452 S.F.
PORCH
PORCH
I
CONC.
CONC.
I
4'- 0" BLDG
I
SETBACK
_
a,
e
5' 0"
DRIVEWAY
m
w
w
5' - 0"
DRIVEWAY -
CONC.
ILL
CONC._
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a
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Q
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N
O
u-
u-
4" FASCIA (TYP.)
S890 44'57"E
S890 44'57"E
CORNER TRIM (TYP.) 39.00'
39.00'
VINYL SIDING (TYP.)
J -CHANNEL TRIM (TYP. E. RINGNECK ST.
AT SIDES/REAR)
SITE
-
,'N 1 If
= 10'-0"
4'- 0" BLDG
SETBACK
1 -HOUR FIRE RATED
SETBACK LINE
N O
O
N O
o O
4'- 0" BLDG
SETBACK
TOWNHOUSE 17A
UNITA
1342 S.F.
GARAGE A
452 S.F.
UNIT B
1342 S.F.
GARAGE B
452 S.F.
LOT 4/5 BLOCK 2
VERADO SUB. NO. 1
ALL WORK TO BE PERFORMED
BY LICENSED CONTRACTORS
CONSISTENT WITH THE BEST
PRACTICES OF TRADE
INVOLVED. CONTRACTOR TO
VERIFY ALL DIMENSIONS AND
CONDITIONS BEFORE
STARTING CONSTRUCTION.
ALL PLANS, DRAWINGS, AND
DESIGNS ARE THE PROPERTY
OF TAHOE HOMES AND SHALL
NOT BE REPRODUCED OR
COPIED WITHOUT WRITTEN
CONSENT OF TAHOE HOMES.
z
0
rn
SCALE: As indicated
JDE JOB #: 170418
PLOT DATE:
4/13/2017 10:59:40 AM
ELEVATIONS / SITE PLAN
1.0
4" FASCIA (TYP.)
T.O. PLATE -MAIN /
8'- 1 1/8" – I
CORNER TRIM (TYP.)
VINYL SIDING (TYP.)
4" METAL TRIM
J -CHANNEL TRIM
(TYP. AT GARAGE
DOORS AND STONE)
CULTURED STONE (TYP.) -
DO NOT WRAP CORNERS
/7 MAIN LEVEL
0'-00"
CORNER TR
(TYI
UNIT A UNIT B
II 1 71 1.L
J_
O
I
I
12 12 12 12 ;' 5:12 ROOF PITCH W/ CLASS A
7� 7� 7 7 - ASPHALT SHINGLES ---
5:12 u
i
4" TRIM (TYP. AT COL.)
�1
FRONT ELEVATION
1/411 = 1'-0"
J -CHANNEL TRIM (TYP.
AT SIDES/REAR)
LEFT ELEVATION
(-2-�--
1 /8" = 1'-0"
12
4'-0" L UNITA 5[,5�7
12
7�
12
�7
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
RIGHT ELEVATION
1/8" = 1'-0"
UNIT B UNIT A
12
�7
N
12 12
7 \ 7
-
RIDGE
-- 12X18 GABLE VENT
W/ 4" TRIM (TYP.)
4" FASCIA
(TYP.)
6" METAL BAND
(TYP. AT FRONT
GABLES) o
�o
GRADE
CORNER TRIM
(TYP.)
0Ld Ll
0
i
i
::==]A-
ENERGY CODE COMPLIANCE
SEE THE COMPLIANCE OPTIONS BELOW. PLANS MUST BE SUBMITTED DEMONSTRATING EITHER THE PRESCRIPTIVE APPROACH OR THE TOTAL UA ALTERNATIVE
APPROACH FOR ENERGY CODE COMPLIANCE.
1. OPTION 1: TOTAL UA ALTERNATIVE APPROACH
A COPY OF THE RESCHECK COMPLIANCE REPORT IS ATTACHED TO THE PLANS. (THIS INCLUDES BOTH THE COVER SHEET AND THE INSPECTION CHECKLIST)
2. OPTION 2: PRESCRIPTIVE COMPONENT APPROACH
a. R -VALUES ARE MINIMUM. U -FACTORS AND SOLAR HEAT GAIN COEFFICIENT (SHGC) ARE MAXIMUMS. R-19 BATTS COMPRESSED INTO NOMINAL 2X6
FRAMING CAVITY SUCH THAT THE R -VALUE IS REDUCED BY R-1 OR MORE SHALL BE MARKED WITH THE COMPRESSED BATT R -VALUE IN ADDITION TO THE
FULL THICKNESS R -VALUE.
b. THE FENESTRATION U -FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SOLAR HEAT GAIN COEFFICIENT (SHGC) COLUMN APPLIES TO ALL GLAZED FENESTRATION.
c. THE FIRST R -VALUE APPLIED TO CONTINUOUS INSULATION, THE SECOND TO FRAMING CAVITY INSULATION; EITHER INSULATION MEETS THE REQUIREMENTS.
d. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R -VALUES FOR HEATED SLAB.
g. INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY, R-19 MINIMUM.
h. "13+5" MEANS R-13 CAVITY INSULATION PLUS R-5 INSULATED SHEATHING. IF STRUCTURAL SHEATHING COVERS 25% OR LESS OF THE EXTERIOR, R-5
SHEATHING IS NOT REQUIRED WHERE STRUCTURAL SHEATHING IS USED. IF STRUCTURAL SHEATHING COVERS MORE THAN 25% OF EXTERIOR, STRUCTURAL
SHEATHING SHALL BE SUPPLEMENTED WITH INSULATED SHEATHING OF AT LEAST R-2.
k. THE SECOND R -VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR.
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
CORNER TRIM
(TYP.)
REAR ELEVATION
1/8" = 1'-0"
I L
1/2" GYPSUM WALLBOARD
2X6 STUDS AT 16" O.C.
R21 WALL INSULATION
VAPOR BARRIER
PER LOCAL CODE
R38 CEILING INSULATION
T.O. PLATE
TABLE N1102.1
❑PORCH
INSULATION AND FENESTRATION REQUIREMENT BY COMPONENT a
CLIMATE
FENESTRATION
SKYLIGHTb
GLAZED
CEILING
WOOD FRAME
MASS WALLk
FLOOR
BASEMENTS
SLABdR-VALUE
CRAWL SPACE
ZONE
U -FACTOR
U -FACTOR
FENESTRATION
R -VALUE
WALL R -VALUE
R -VALUE
R -VALUE
WALL R -VALUE
AND DEPTH
WALL R -VALUE
�
SHGC
N
O
N
DRIVEWAY
GARAGE
QC:)
CONC.
0.35
0.60
NR
38
20 OR 13+5 h
13/17
309
10/13
10, 2 FT
10/13
MARIND 4
S890 32'35"E
J
100.00'
CORNER TRIM
(TYP.)
0Ld Ll
0
i
i
::==]A-
ENERGY CODE COMPLIANCE
SEE THE COMPLIANCE OPTIONS BELOW. PLANS MUST BE SUBMITTED DEMONSTRATING EITHER THE PRESCRIPTIVE APPROACH OR THE TOTAL UA ALTERNATIVE
APPROACH FOR ENERGY CODE COMPLIANCE.
1. OPTION 1: TOTAL UA ALTERNATIVE APPROACH
A COPY OF THE RESCHECK COMPLIANCE REPORT IS ATTACHED TO THE PLANS. (THIS INCLUDES BOTH THE COVER SHEET AND THE INSPECTION CHECKLIST)
2. OPTION 2: PRESCRIPTIVE COMPONENT APPROACH
a. R -VALUES ARE MINIMUM. U -FACTORS AND SOLAR HEAT GAIN COEFFICIENT (SHGC) ARE MAXIMUMS. R-19 BATTS COMPRESSED INTO NOMINAL 2X6
FRAMING CAVITY SUCH THAT THE R -VALUE IS REDUCED BY R-1 OR MORE SHALL BE MARKED WITH THE COMPRESSED BATT R -VALUE IN ADDITION TO THE
FULL THICKNESS R -VALUE.
b. THE FENESTRATION U -FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SOLAR HEAT GAIN COEFFICIENT (SHGC) COLUMN APPLIES TO ALL GLAZED FENESTRATION.
c. THE FIRST R -VALUE APPLIED TO CONTINUOUS INSULATION, THE SECOND TO FRAMING CAVITY INSULATION; EITHER INSULATION MEETS THE REQUIREMENTS.
d. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R -VALUES FOR HEATED SLAB.
g. INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY, R-19 MINIMUM.
h. "13+5" MEANS R-13 CAVITY INSULATION PLUS R-5 INSULATED SHEATHING. IF STRUCTURAL SHEATHING COVERS 25% OR LESS OF THE EXTERIOR, R-5
SHEATHING IS NOT REQUIRED WHERE STRUCTURAL SHEATHING IS USED. IF STRUCTURAL SHEATHING COVERS MORE THAN 25% OF EXTERIOR, STRUCTURAL
SHEATHING SHALL BE SUPPLEMENTED WITH INSULATED SHEATHING OF AT LEAST R-2.
k. THE SECOND R -VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR.
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
CORNER TRIM
(TYP.)
REAR ELEVATION
1/8" = 1'-0"
I L
1/2" GYPSUM WALLBOARD
2X6 STUDS AT 16" O.C.
R21 WALL INSULATION
VAPOR BARRIER
PER LOCAL CODE
R38 CEILING INSULATION
T.O. PLATE
i
i
❑PORCH
SIDING AS SPEC.
- 7/16" OSB SHEATHING -
SEE SHEARWALL SCHED.
O
z
Q
CONC.
J
d
APPROVED MOISTURE
W
w
BARRIER
-
GRADE 6" BELOW TOP
OF FND. SLOPE 5% FOR
FIRST 10' AND 2%
THEREAFTER
T.O. FND. / SLAB
FIN. GRADE
0
TYPICAL WALL
DESIGN CRITERIA
CODES:
2012 INTERNATIONAL RESIDENTIAL CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2014 NATIONAL ELECTRICAL CODE
2013 INTERNATIONAL MECHANICAL CODE
2009 IDAHO STATE PLUMBING CODE
FROST DEPTH: 24 INCHES
SEISMIC ZONE: C
CLIMATE ZONE: 5
BASIC WIND SPEED: 90 MPH
SOIL BEARING CAPACITY: 1500 PSF
ROOF LOADS: 25 PSF LIVE (SNOW)
17 PSF DEAD
FLOOR LOADS: 40 PSF LIVE
12 PSF DEAD
80'-0"
L
N p
DRIVEWAY G RAG E
N N CONC.
o "t
O
k-
20' - 0" FRONT SETBACK 11 I
FROM BACK OF SIDEWALK
0
GENERAL NOTES
1. ALL SETBACKS AND EASEMENTS ARE TO BE LOCATED AND
VERIFIED PRIOR TO CONSTRUCTION.
2. FINISH GRADE SHALL SLOPE AWAY FROM THE FOUNDATION
5% FOR THE FIRST 10 -FT. AND 2% THEREAFTER.
1 -HOUR FIRE RATED
SETBACK LINE
)° 32'35"E
100.00,
T-0" SIDE SETBACK—
(J
ETBACK( i
15'-0"
REAR SETBACK
DWELLINGPATIO LOT4
CONC. I 1
DWELLING
S890 32'35"E
100.00'
80'-0"
SITE PLAN
N111 = 10'-011
LOT 5
15'- 0"
REAR SETBACK
I
T-0" SIDE SETBACK
1 -HOUR FIRE RATED
SETBACK LINE
mvw
O
N N
0 �
O
O
N
o
TOWN HOUSE 17C
UNIT A 1342 S.F
UNIT A GAR. 452 S.F
UNIT B 1292 S.F
UNIT B GAR. 438 S.F
LOT 4/5 BLOCK 5
VERADO SUB. NO. 1
ALL WORK TO BE PERFORMED
BY LICENSED CONTRACTORS
CONSISTENT WITH THE BEST
PRACTICES OF TRADE
INVOLVED. CONTRACTOR TO
VERIFY ALL DIMENSIONS AND
CONDITIONS BEFORE
STARTING CONSTRUCTION.
ALL PLANS, DRAWINGS, AND
DESIGNS ARE THE PROPERTY
OF TAHOE HOMES AND SHALL
NOT BE REPRODUCED OR
COPIED WITHOUT WRITTEN
CONSENT OF TAHOE HOMES.
z
m
SCALE: As indicated
JDE JOB #: 170439
PLOT DATE:
4/24/2017 11:16:21 AM
ELEVATIONS / TYP. WALL
1.0
i
i
❑PORCH
O
21'- 7 1/2"
CONC.
FROM BACK OF SIDEWALK 5' - "
-
N
O
�
O
N
O
N
DRIVEWAY
GARAGE
QC:)
CONC.
Z
S890 32'35"E
J
100.00'
Lu
PORCH
Z
in
L5-_
CONC.
o..
L
N p
DRIVEWAY G RAG E
N N CONC.
o "t
O
k-
20' - 0" FRONT SETBACK 11 I
FROM BACK OF SIDEWALK
0
GENERAL NOTES
1. ALL SETBACKS AND EASEMENTS ARE TO BE LOCATED AND
VERIFIED PRIOR TO CONSTRUCTION.
2. FINISH GRADE SHALL SLOPE AWAY FROM THE FOUNDATION
5% FOR THE FIRST 10 -FT. AND 2% THEREAFTER.
1 -HOUR FIRE RATED
SETBACK LINE
)° 32'35"E
100.00,
T-0" SIDE SETBACK—
(J
ETBACK( i
15'-0"
REAR SETBACK
DWELLINGPATIO LOT4
CONC. I 1
DWELLING
S890 32'35"E
100.00'
80'-0"
SITE PLAN
N111 = 10'-011
LOT 5
15'- 0"
REAR SETBACK
I
T-0" SIDE SETBACK
1 -HOUR FIRE RATED
SETBACK LINE
mvw
O
N N
0 �
O
O
N
o
TOWN HOUSE 17C
UNIT A 1342 S.F
UNIT A GAR. 452 S.F
UNIT B 1292 S.F
UNIT B GAR. 438 S.F
LOT 4/5 BLOCK 5
VERADO SUB. NO. 1
ALL WORK TO BE PERFORMED
BY LICENSED CONTRACTORS
CONSISTENT WITH THE BEST
PRACTICES OF TRADE
INVOLVED. CONTRACTOR TO
VERIFY ALL DIMENSIONS AND
CONDITIONS BEFORE
STARTING CONSTRUCTION.
ALL PLANS, DRAWINGS, AND
DESIGNS ARE THE PROPERTY
OF TAHOE HOMES AND SHALL
NOT BE REPRODUCED OR
COPIED WITHOUT WRITTEN
CONSENT OF TAHOE HOMES.
z
m
SCALE: As indicated
JDE JOB #: 170439
PLOT DATE:
4/24/2017 11:16:21 AM
ELEVATIONS / TYP. WALL
1.0
4" FASCIA (TYP.)
T.O. PLATE - MAIN
' 8'- 1 1/8"
CORNER TRIM (TYP.)
VINYL SIDING (TYP.)
4" METAL TRIM
J -CHANNEL TRIM
(TYP. AT GARAGE
DOORS AND STONE)
CULTURED STONE (TYP.) -
DO NOT WRAP CORNERS
/7 MAIN LEVEL
0'-00"
CORNER TR
(TYI
UNIT A UNIT B
RIDGE
1 _J'L 14TTI'I L L L, zl -IJL -' ETI" a �JJ L u�rlLl
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sT_ r11 -I1T IT ILL
I_ L' -i I_ 1_I J L J 1. 1 - 1 L.-1 I_ -J - I_!,_L-=r--HTTI I_. IJ_ L _
iJ - L I- IJ_ IJ -- LI I JL1- : -,', _ - L I_ I_ 1 J -J I ILLI I- L_L I'_J I J UIJ u_ I_ -� a" -J Ti' -�11-
_ LI- T a _� _JI J T - Ll L u- LI
f I_ -. -J IL TL�L_ L T -i 7 T jL. 7 -f. i_ - -11J -Lr LJ- L _ Li -J -- II LJ_I _ LJ-- J L_1 J -1_ j i_T__ LJ L� LJI-T L-� Z: -LJ' 1 Li -J 1J 'L�_- I_-I_�_�i _ LJ-i'L O
l_ I- .,I i i_ Tl j I_ ._il, l_ 1i I ,-T II J .i-' .f -1 .11 , -_ I LZ -'T. 11 .-11 O __LI I_IIJ-L- 1 L: L J 'Z T1T I .I -TI JZT I I - ZT`I ZI-TL_ I L L ZIT IT TI �. 11 _j --L-1 -IIJ--L L' -L:--1 L L'T .I IT:I I Ll. _-=T-r IJ'' -1 1 J�-`I I LL I L L
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Li-
_ - iJ- J - L, J I_ I_I _ _i L _i L I I_ L I -I _I J L _ I_I _ -iil - _ L _ L J--.. - L -Z N
L -L� L J J
_ _I J I_ - - � L' I 1J 7 J L L 1 I_ — _. . T 1J i LII I I___TT_ , TI -J l - i_ L1� L -�1J 7�-Iii-_STI I T -I L _-T
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,L 1 IJ. ZL_ J - N -1 _I f -I _I -Y, I. r1 �! 1 �L L 1 L, II -1 -� 11 J --I TELL I _� - _� -
�u L 1 L 1 �JL J L _ _SSI IL IJ '� L J - LJJ - L.' I- I�I _1 J II Zi'L-. L
Z -r LJ J J- LJ - LJ L-,, L IJ LJ I -J. a L_ LI I 1 I - 1 -I
_ LSI ISL L �� ASPHA ITCH W �,� _ �-L- L 12 12
12 L 11 u 12 12 12 L _Lr LLL_
I I
_j� -
�; LJ _ LL - I _ JLI u J 7 7 12X18 GABLE VENT
- -_ �' -'-
7 1 l J L-
II a �� L L LT SHINGLES j 11I y L -L 11 L1 W/ 4" TRIM (TYP.)
5.12 7 7 7 -1 L- L u
I - J LL -1J I'J - u J�11 I I - I ' .. J�� LII I_J� _ - - - -
LI L�-LJ L I_1 J�I I� I 1 J I_LJ� J -CIL. C �L- �.
T, I
1
L T __ _ JLJ-J� _-I SLI L -LI Z
1 4" FASCIA
SIL I Jl -IL —ui J1ui-1 l l 1- J u-- Lr _ u -� — -
I_. i. JJ_J J_I,-L' J -_.---------- 1 ' L-L� - uL L L_Tl
J. L 1 1 I I -LL 1 I - -1 �. 1 -1 1 L 1 I L _J LL.J' 11 1- L , L -LJ u 1 ---- ----
L IJ 1 (TYP.)
LI
11 J 1 a -I L L Ll
_ _ LI 1 LI' _I' _ 11 J _I I - - I 6" METAL BAND
L -' I _ 1 1 Z.'L-I� -ALL. L_ I_ I- _
J—TI�J j Z J _ICI IL LLQI'I'-��I�-�J -L
J -. 11 - 1 I II - r1 - u �_ a _�I'- L J L J 1 I- FRONT
iI --- ---- -------------- J - L J —� (TYP AT F
J T L 1 '� GABLES) o
L 1 1 1 TEC L L T I L L 1 1 11 111 L'- I L I I _1,]11111 III i- T I L I _ _ _ _ _
J �
i
LA
i 1=
4" TRIM (TYP. AT COL.)
�1
FRONT ELEVATION
1/411 = 1'-0"
J -CHANNEL TRIM (TYP.
AT SIDES/REAR)
LEFT ELEVATION
2 1/8" = 1'-0"
(TYP. AT SIDES/REAR)
RIGHT ELEVATION
1/8" = 1'-0"
UNIT B UNIT A
7�12 >712
T
GRADE
)RNER TRIM
YP.)
DLLI
LLI D
i
i
ENERGY CODE COMPLIANCE
SEE THE COMPLIANCE OPTIONS BELOW. PLANS MUST BE SUBMITTED DEMONSTRATING EITHER THE PRESCRIPTIVE APPROACH OR THE TOTAL UA ALTERNATIVE
APPROACH FOR ENERGY CODE COMPLIANCE.
1. OPTION 1: TOTAL UA ALTERNATIVE APPROACH
A COPY OF THE RESCHECK COMPLIANCE REPORT IS ATTACHED TO THE PLANS. (THIS INCLUDES BOTH THE COVER SHEET AND THE INSPECTION CHECKLIST)
2. OPTION 2: PRESCRIPTIVE COMPONENT APPROACH
a. R -VALUES ARE MINIMUM. U -FACTORS AND SOLAR HEAT GAIN COEFFICIENT (SHGC) ARE MAXIMUMS. R-19 BATTS COMPRESSED INTO NOMINAL 2X6
FRAMING CAVITY SUCH THAT THE R -VALUE IS REDUCED BY R-1 OR MORE SHALL BE MARKED WITH THE COMPRESSED BATT R -VALUE IN ADDITION TO THE
FULL THICKNESS R -VALUE.
b. THE FENESTRATION U -FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SOLAR HEAT GAIN COEFFICIENT (SHGC) COLUMN APPLIES TO ALL GLAZED FENESTRATION.
c. THE FIRST R -VALUE APPLIED TO CONTINUOUS INSULATION, THE SECOND TO FRAMING CAVITY INSULATION; EITHER INSULATION MEETS THE REQUIREMENTS.
d. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R -VALUES FOR HEATED SLAB.
g. INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY, R-19 MINIMUM.
h. "13+5" MEANS R-13 CAVITY INSULATION PLUS R-5 INSULATED SHEATHING. IF STRUCTURAL SHEATHING COVERS 25% OR LESS OF THE EXTERIOR, R-5
SHEATHING IS NOT REQUIRED WHERE STRUCTURAL SHEATHING IS USED. IF STRUCTURAL SHEATHING COVERS MORE THAN 25% OF EXTERIOR, STRUCTURAL
SHEATHING SHALL BE SUPPLEMENTED WITH INSULATED SHEATHING OF AT LEAST R-2.
k. THE SECOND R -VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR.
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
CORNER TRIM
(TYP.)
REAR ELEVATION
1/8" = 1'-0"
R38 CEILING INSULATION
1/2" GYPSUM WALLBOARD
2X6 STUDS AT 16" O.C.
R21 WALL INSULATION
VAPOR BARRIER
PER LOCAL CODE
T.O.
SIDING AS SPEC.
TE
7/16" OSB SHEATHING -
SEE SHEARWALL SCHED
z
Q
J
LL
APPROVED MOISTURE w
BARRIER J)
GRADE 6" BELOW TOP
OF FIND. SLOPE 5% FOR
FIRST 10' AND 2%
THEREAFTER
T.O. FND. / SLAB
TYPICAL WALL
DESIGN CRITERIA
1 -HOUR FIRE RATED
SETBACK LINE
CODES:
2012 INTERNATIONAL RESIDENTIAL CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2014 NATIONAL ELECTRICAL CODE
2013 INTERNATIONAL MECHANICAL CODE
2009 IDAHO STATE PLUMBING CODE
FROST DEPTH: 24 INCHES
SEISMIC ZONE: C
CLIMATE ZONE: 5
BASIC WIND SPEED: 90 MPH
SOIL BEARING CAPACITY: 1500 PSF
ROOF LOADS: 25 PSF LIVE (SNOW)
17 PSF DEAD
FLOOR LOADS: 40 PSF LIVE
12 PSF DEAD
4'
GENERAL NOTES
1. ALL SETBACKS AND EASEMENTS ARE TO BE LOCATED AND
VERIFIED PRIOR TO CONSTRUCTION.
2. FINISH GRADE SHALL SLOPE AWAY FROM THE FOUNDATION
5% FOR THE FIRST 10 -FT. AND 2% THEREAFTER.
COMMON LOT 1
S890 44'57"E S890 44'
39.00' 39.00'
Y
U
o m LOT 6 LOT 7
w
Ji
PATIO PATIO
CONC. CONC.
rTml
J
J
W
D
PORCH GARAGE
CH
CONC.
0
in -
Y �
- in
w - _
oLo
O
o LL DRIVFWAY - O
w y CONC. N O
O
O
m C
2 CD
°ly-
LL
Z
J
J
W
D
PORCH GARAGE
CONC.
JI, S890 44'57"E
39.00'
E. RINGNE
SITE PLAN
1 aIf= 10'-0"
N
CK ST.
IY
IQ
Im
H
w
Icn
W
Ico
Oi
IM
I
I
I
N O
Imo
N O
i � r
g' 0„
TABLE N1102.1
m
INSULATION AND FENESTRATION REQUIREMENT BY COMPONENT a
CLIMATE
FENESTRATION
SKYLIGHTb
GLAZED
CEILING
WOOD FRAME
MASS WALLk
FLOOR
BASEMENTS
SLABdR-VALUE
CRAWL SPACE
ZONE
U -FACTOR
U -FACTOR
FENESTRATION
R -VALUE
WALL R -VALUE
R -VALUE
R -VALUE
WALL R -VALUE
AND DEPTH
WALL R -VALUE
SHGC
0.35
0.60
NR
38
20 OR 13+5 h
13/17
30g
10/13
10, 2 FT
10/13
MARIND 4
)RNER TRIM
YP.)
DLLI
LLI D
i
i
ENERGY CODE COMPLIANCE
SEE THE COMPLIANCE OPTIONS BELOW. PLANS MUST BE SUBMITTED DEMONSTRATING EITHER THE PRESCRIPTIVE APPROACH OR THE TOTAL UA ALTERNATIVE
APPROACH FOR ENERGY CODE COMPLIANCE.
1. OPTION 1: TOTAL UA ALTERNATIVE APPROACH
A COPY OF THE RESCHECK COMPLIANCE REPORT IS ATTACHED TO THE PLANS. (THIS INCLUDES BOTH THE COVER SHEET AND THE INSPECTION CHECKLIST)
2. OPTION 2: PRESCRIPTIVE COMPONENT APPROACH
a. R -VALUES ARE MINIMUM. U -FACTORS AND SOLAR HEAT GAIN COEFFICIENT (SHGC) ARE MAXIMUMS. R-19 BATTS COMPRESSED INTO NOMINAL 2X6
FRAMING CAVITY SUCH THAT THE R -VALUE IS REDUCED BY R-1 OR MORE SHALL BE MARKED WITH THE COMPRESSED BATT R -VALUE IN ADDITION TO THE
FULL THICKNESS R -VALUE.
b. THE FENESTRATION U -FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SOLAR HEAT GAIN COEFFICIENT (SHGC) COLUMN APPLIES TO ALL GLAZED FENESTRATION.
c. THE FIRST R -VALUE APPLIED TO CONTINUOUS INSULATION, THE SECOND TO FRAMING CAVITY INSULATION; EITHER INSULATION MEETS THE REQUIREMENTS.
d. R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE R -VALUES FOR HEATED SLAB.
g. INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY, R-19 MINIMUM.
h. "13+5" MEANS R-13 CAVITY INSULATION PLUS R-5 INSULATED SHEATHING. IF STRUCTURAL SHEATHING COVERS 25% OR LESS OF THE EXTERIOR, R-5
SHEATHING IS NOT REQUIRED WHERE STRUCTURAL SHEATHING IS USED. IF STRUCTURAL SHEATHING COVERS MORE THAN 25% OF EXTERIOR, STRUCTURAL
SHEATHING SHALL BE SUPPLEMENTED WITH INSULATED SHEATHING OF AT LEAST R-2.
k. THE SECOND R -VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR.
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
CORNER TRIM
(TYP.)
REAR ELEVATION
1/8" = 1'-0"
R38 CEILING INSULATION
1/2" GYPSUM WALLBOARD
2X6 STUDS AT 16" O.C.
R21 WALL INSULATION
VAPOR BARRIER
PER LOCAL CODE
T.O.
SIDING AS SPEC.
TE
7/16" OSB SHEATHING -
SEE SHEARWALL SCHED
z
Q
J
LL
APPROVED MOISTURE w
BARRIER J)
GRADE 6" BELOW TOP
OF FIND. SLOPE 5% FOR
FIRST 10' AND 2%
THEREAFTER
T.O. FND. / SLAB
TYPICAL WALL
DESIGN CRITERIA
1 -HOUR FIRE RATED
SETBACK LINE
CODES:
2012 INTERNATIONAL RESIDENTIAL CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2014 NATIONAL ELECTRICAL CODE
2013 INTERNATIONAL MECHANICAL CODE
2009 IDAHO STATE PLUMBING CODE
FROST DEPTH: 24 INCHES
SEISMIC ZONE: C
CLIMATE ZONE: 5
BASIC WIND SPEED: 90 MPH
SOIL BEARING CAPACITY: 1500 PSF
ROOF LOADS: 25 PSF LIVE (SNOW)
17 PSF DEAD
FLOOR LOADS: 40 PSF LIVE
12 PSF DEAD
4'
GENERAL NOTES
1. ALL SETBACKS AND EASEMENTS ARE TO BE LOCATED AND
VERIFIED PRIOR TO CONSTRUCTION.
2. FINISH GRADE SHALL SLOPE AWAY FROM THE FOUNDATION
5% FOR THE FIRST 10 -FT. AND 2% THEREAFTER.
COMMON LOT 1
S890 44'57"E S890 44'
39.00' 39.00'
Y
U
o m LOT 6 LOT 7
w
Ji
PATIO PATIO
CONC. CONC.
rTml
J
J
W
D
PORCH GARAGE
CH
CONC.
0
in -
Y �
- in
w - _
oLo
O
o LL DRIVFWAY - O
w y CONC. N O
O
O
m C
2 CD
°ly-
LL
Z
J
J
W
D
PORCH GARAGE
CONC.
JI, S890 44'57"E
39.00'
E. RINGNE
SITE PLAN
1 aIf= 10'-0"
N
CK ST.
IY
IQ
Im
H
w
Icn
W
Ico
Oi
IM
I
I
I
N O
Imo
N O
i � r
1 -HOUR FIRE RATED
SETBACK LINE
0
00
TOWN HOUSE 17C
UNIT A
g' 0„
UNIT A GAR.
m
Y
J
w
1292 S.F.
D
DRIVFWAY w
CONC. zILL
O
w-
LL
U
Q
o
m
N
0
LL
190 44'57"E
39.00'
1 -HOUR FIRE RATED
SETBACK LINE
0
00
TOWN HOUSE 17C
UNIT A
1342 S.F.
UNIT A GAR.
452 S.F.
UNIT B
1292 S.F.
UNIT B GAR.
438 S.F.
LOT 6/7 BLOCK 2
VERADO SUB. NO. 1
ALL WORK TO BE PERFORMED
BY LICENSED CONTRACTORS
CONSISTENT WITH THE BEST
PRACTICES OF TRADE
INVOLVED. CONTRACTOR TO
VERIFY ALL DIMENSIONS AND
CONDITIONS BEFORE
STARTING CONSTRUCTION.
ALL PLANS, DRAWINGS, AND
DESIGNS ARE THE PROPERTY
OF TAHOE HOMES AND SHALL
NOT BE REPRODUCED OR
COPIED WITHOUT WRITTEN
CONSENT OF TAHOE HOMES.
z
0
m
SCALE: As indicated
JDE JOB #: 170438
PLOT DATE:
4/24/2017 10:40:27 AM
ELEVATIONS / TYP. WALL
1.0
bo
RIDGE
CORNER TRIM (TYP.)
T.O.P. MAIN
UNIT A UNIT B
_I J
J J'II IL�4 LII L .L u L
- J J
TL
1 1
T u T L T_- J ITL -� J.�_-
L
�..1. I .,. -L. �L S _..iJ-� I:. LL I J.:LNL - U I.
I IT 11 11 1
..1 I. 1�.IL_ _.,L J11 ITI L.I JJ 1L1- _-`JJ. 1 LLI 1 LI .T IL �uJ�J LII JII. _,I J ...I u�.L :4' 1 II I�' -111 a __Li - J u
J J aLI I I J J L11 -li_. L L J �- 1 J
ILII _-LLI I Il l I L I.I -� .I 1 1 . u �L_ .L_ I L L -.Ll 1 "u JI i,I L I 1 J I L _j L.
T? 14`1 '- 1 t_ �1I1
4
_ l �._ -. u_ 1- J - T._- - I1 -_LJ __T 1 - L l 1 1 -
7_ J_L.0 J J L a L L L J 1 _ J -1. J LL�. L 1 1 .1 1 _.I 1._
J -u - - LT= -�1 u _ J L 5:12 RO�F PITCH W/ J' i1 J u .i__ _4 II J i' J _
L -ILS LF" s Z T`I JJ u1 COMPOSITION SHINGLES, T, _ T L _ I_
L�� �- -J I__u. J u- --u_ -I IrILu - J_I J I- a Ii -iuI Li= IL ? -
'� 1 �z1J uL'� J uJ J -J u`J ul 1' a -Li-� �I=i1 -'J J ' u __IuL JL L' -i J u,I JT
12 12 L -'i - T -I � - I -I IT �; -_ -IIT z - -I - LI -III-J _j �; I LI 1 -IIT -'ice I- -T-I _LI -III 12 12
I_ L I,iL u L:1]
u_u. _I IJ— a I_ IL
u , Iu l_I -u1_LI a—.. -Li
1—=Lr�1� Ll1--_L—1-11 �1 1—II uLIu.— I_u I_ 1 J
_JIT ___-L._ LL_ _I� L._ 1 J_ -I 1 u -_.J L._I- _JT -_ li._L f_1_-i1J a _-L J.11 �,-J.,I. JI. I. J J-LTL_i.I J Iil_�_JiL J__I1,: TL Lf_%._il�1u _-L
5� �5 ZJI11 J'- 1ITJu-_ LLLILILLi1 L1i J'-JJLJTJILI-ITL`iLTLL 111 11 LI J1= l 1 JI�J_`I -J J�_I_I�-uLTL 1i1 -I J-iL1_11-II_J-`I-ISL �5
T�
T 1 1 _ u L _ 6-u- L L u 1 _ u1 1 _ice a 11 � - L, IJ- 1 -: u 1 _ 1 -I'.- a I u T - _I _ u II - uJ- u1- 1�' _ 11 -1 I - 11 1 u 41- 1 _
iLrl - -- J.I. I. L I_T" 1_ _. II I. I--jl
- 1 LTi J II -II J -J II - - - - L I J�
- L -STs' - -I -L_ _I J-1�_ SLI I�u L_ �_uu -1�_ a -L_J-I --J -- T
-I . _L 1 F L I L J J -1 --L.. _ 1. . 1_. - 1.- I_I _.-1- J - 1 LJ - L L L - L- L -1 1. -1 -I -1 -J 1 T -L I_ - - -" _
TL I -� I I L I J I _ I I- - 1_ _,- u— 1- 1 uI - L- L_ �- u u .- -I 1 _ u 1
J J J4 _ -1T T_ -i I_T .I 1 _ - - T __ I .I 1 _J -i I. J _ T
L _'1-i 1 IL-I'i I I 1 u 1 I i_ u I -L
-� -- -- - 1 u -� ' -' 1 IT -1 - -1-IL . L� a .-II a _.J 1 _I J - l.0 - �_ : i -I 1 _I 11_1-(-: Iu1L 1 . LJ_ a .-1_ _I 1 J - l.0 - 1 I_ L _: lu u. -J_ - 1 1-_ u _ l 1 - 1
J 11 J L 1 L u _'1-I-I____L -u I u
1 _, 1 1- - - - _J-L_...I T -_I __ I_- - - , _I_-.1 1.-_ L _L_. _L.l ,_ _ L I1 -- _1 _-u_J-__J_u_-. I__L J 1.1 1 _ _ _L - -I - _. -.L�_ _u J_ , 1 I. _ I- --L 1
.1. �J. L I_ - -LI 1-1 -1 I -i_I. 1 1 -:I LIi -. L -i- -_ JI 1 _I. -,_L -1,1_1 IuL U J_ a _I l u,_ -i -.uJ - u_ a uL-..L1.. T' -.i 1-I,I_I__Iu. _ -_ a �,�
-LT. _,--I:-(._I I� u. u.-. _J L L_ 1 I..J I.J V L -I L _ J '. LJ I..I L .I L_ _ I..J I.J L -I L. _ 1 J I..J �J .-J.J
-.l. J L L 1 J I__.. 1---.. L. _- __ - _ _ _
-J.u. .Jrl
-LJ- J -T'7 --J--1 - L_ --I I. 1.. I_ I- -...1 1 11 1. 1L 11.1__1 1J.. T..J :-- 'f__I _ 1- I.. _ i_. J L. J _L- 1 L J J - _-
u__I _ �L_I -J ��uu_I1u'-
_L u _ 1_I,I _ u — - u a — _ -
_.i,_11 1 1 -1J_uI 1, l 1 -_IL J_u_I __i-IJ_I_�u1 ___L___L.. Ll-.L-.1._�-TI I.L _u_Iuu_ _ I. 1 LI :1� L , ,.: _.... L 11
L� L �_T i -1_J 1 L - -_I i _-J L -1 -1 -LLL __- LI u
L -JUTS - 1 I- 1-I - - 1 . 1- -1_ 1-i -1- 1-i - J _ 1 . �, L L� 1�1 r� - 1 1 _u u
- T II J LI�I_N .1111 %1 .1TI� i� J,1 a -1E 1 GUTTER -1_I�. u1 -N .11-1 TLS 1 ! _ T --�-11
I_.. ._l .1 L ..-.. .1 L I__I L. J 1 I1u I.I I.1_ a _J.._L. I.I. L L. JI -
�I -1� - - -- - --
_. — -
� J L, L� J I 1
T�.O. STONE
-6"
L,
_i
T.O. FOUNDATION — — — — —
�0 0
GRADE
4" FASCIA (TYP.)
VINYL SIDING (TYP.)
CORNER TRIM (TYP.)
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
FRONT
12
5�
12
8'- o° L UNIT B 5 /
r
�I �k
L L
VINYL SIDING (TYP.) DOWN SPOUT 4" DOOR/WINDOW TRIM
(TYP. AT FRONT)
ELEVATION
1/411 - 1'-011
12
�5 UNIT A
LEFT ELEVATION
3 � RIGHT ELE
UNIT B I UNIT A
12 12
5� �5
1/8" = 1'-011
VATION
1/8" = 1'-0"
8'-0"
12 12
5F;�;7 7�5
0 - 0
REAR ELEVATION
1/8" = 1'-011
4" FASCIA (TYP.)
VINYL SIDING (TYP.)
CORNER TRIM (TYP.)
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
4" FASCIA (TYP.)
VINYL SIDING (TYP.)
CORNER TRIM (TYP.)
J -CHANNEL TRIM
(TYP. Al SIDES/REAR)
DESIGN CRITERIA
CODES:
2012 INTERNATIONAL RESIDENTIAL CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2014 NATIONAL ELECTRICAL CODE
2013 INTERNATIONAL MECHANICAL CODE
2009 IDAHO STATE PLUMBING CODE
FROST DEPTH: 24 INCHES
SEISMIC ZONE: C
CLIMATE ZONE: 5
BASIC WIND SPEED: 90 MPH
SOIL BEARING CAPACITY: 1500 PSF
ROOF LOADS: 25 PSF LIVE (SNOW)
17 PSF DEAD
FLOOR LOADS: 40 PSF LIVE
12 PSF DEAD
GENERAL NOTES
1. ALL SETBACKS AND EASEMENTS ARE
TO BE LOCATED AND VERIFIED PRIOR
TO CONSTRUCTION.
2. FINISH GRADE SHALL SLOPE AWAY
FROM THE FOUNDATION 5% FOR THE
FIRST 10 -FT. AND 2% THEREAFTER.
Z
\J
W
I'
4" FASCIA (TYP.)
VINYL B&B SIDING
(TYP. AT GARAGE)
J -CHANNEL TRIM
i (TYP. AT GARAGE)
T.O. STONE
5'-6"
STONE VENEER W/
STONE CAP (TYP.) -
DO NOT WRAP CORNERS
Lo
N O
ti0
N 04
o m4-
L0
N
i� O
N
o �
80'-0"
DRIVEWAY G�4RAG E
CONC.
5'-0"
o
WALKWAY PORCH
in COI C. CONC.
20'- 0" FRONT SETBACK
FROM BACK OF SIDEWALK
I
I
PORCH
;r, CONC CONC.
.
5'- 0"
DRIVEWAY G RAG E
CONC.
1 -HOUR FIRE RATED
390 32'35"E SETBACK LINE
100.00'
0
15' - 0"
REAR SETBACK
LOT 6
DWELLING - A PATIO
CONC.
1 12" PLANTER
100.00'
DWELLING - B PATIO
CONC. I LOT 7
0
S890 32'35"E
100.00'
80' - 0"
SITE
N111=10'-0'1
15' - 0"
REAR SETBACK
- o
o �
M
1 -HOUR FIRE RATED
SETBACK LINE
N �
ti O
N nj
o d -
ItoPPmWellN=IN-i
UNIT A
1342 S.F.
GARAGE A
452 S.F.
UNIT B
1342 S.F.
GARAGE B
452 S.F.
LOT 6/7 BLOCK 5
VERADO SUB. NO. 1
ALL WORK TO BE PERFORMED
BY LICENSED CONTRACTORS
CONSISTENT WITH THE BEST
PRACTICES OF TRADE
INVOLVED. CONTRACTOR TO
VERIFY ALL DIMENSIONS AND
CONDITIONS BEFORE
STARTING CONSTRUCTION.
ALL PLANS, DRAWINGS, AND
DESIGNS ARE THE PROPERTY
OF TAHOE HOMES AND SHALL
NOT BE REPRODUCED OR
COPIED WITHOUT WRITTEN
CONSENT OF TAHOE HOMES.
SCALE: As indicated
JDE JOB #: 170432
PLOT DATE:
4/17/2017 3:31:52 PM
ELEVATIONS /SITE PLAN
1.0
bo
U[�] UNIT B
RIDGE
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T.O.P. MAIN c L 1 L J J- - z' - - - - - L - - -' E- 11- - L
_ 1 1
1... 1- -
8' - 1 1 /8" - - - - -
T.O. STONE ;
LL -1
I I F
I
�
0�T.O0". FOUNDATION
' - - - - - - - - - - - - - - -
GRADE
VINYL SIDING (TYP.) DOWNSPOUT 4" DOOR/WINDOW TRIM
(TYP. AT FRONT)
FRONT ELEVATION
12 12
5� �5 UNITA 8'-0"
4" FASCIA (TYP.)
VINYL SIDING (TYP.)
CORNER TRIM (TYP.)
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
12 12
5� �5
LEFT ELEVATION
1/8" = 1'-0"
DESIGN CRITERIA
CODES:
2012 INTERNATIONAL RESIDENTIAL CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2014 NATIONAL ELECTRICAL CODE
2013 INTERNATIONAL MECHANICAL CODE
2009 IDAHO STATE PLUMBING CODE
FROST DEPTH: 24 INCHES
SEISMIC ZONE: C
CLIMATE ZONE: 5
BASIC WIND SPEED: 90 MPH
SOIL BEARING CAPACITY: 1500 PSF
ROOF LOADS: 25 PSF LIVE (SNOW)
17 PSF DEAD
FLOOR LOADS: 40 PSF LIVE
12 PSF DEAD
4" FASCIA (TYP.)
VINYL B&B SIDING
(TYP. AT GARAGE)
J -CHANNEL TRIM
i (TYP. AT GARAGE)
T.O. STONE
5'-6"
STONE VENEER W/
STONE CAP (TYP.) -
DO NOT WRAP CORNERS
4'- 0" BLD'(
SETBACK
1 -HOUR FIRE RATED
SETBACK LINE
1° 44'.r-
39.001
n"F-
S890 44'57"E
39.00'
LOT 8 � LOT 9 Y
U
I` O w
N C5 U)
p w
O
(0- 12" PLANTER
- - - -
PATIO
PATIO CONC.
CONC.
t I
12 12
� Q
5� Q5 GENERAL NOTES
1. ALL SETBACKS AND EASEMENTS ARE C
TO BE LOCATED AND VERIFIED PRIOR > \\
TO CONSTRUCTION.
Cpl �.
2. FINISH GRADE SHALL SLOPE AWAY
FROM THE FOUNDATION 5% FOR THE N
❑ ❑ FIRST 10 -FT. AND 2% THEREAFTER. o O
4" FASCIA (TYP.) p
VINYL SIDING (TYP.) �
CORNER TRIM (TYP.) M
00o
J -CHANNEL TRIM
(TYP. AT SIDES/REAR) �1
RIGHT ELEVATION
1/8" = 1'-0"
UNIT B I UNIT A
CIS 'E� F 71'
12 2
5F;�;7 �5
REAR ELEVATION
1/8" = 1'-0"
4" FASCIA (TYP.)
VINYL SIDING (TYP.)
CORNER TRIM (TYP.)
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
4'- 0" BLD'(
SETBACK
GARAGE
Y
GARAGE A
PORCH
UNIT B
Q
GARAGE B
452 S.F.
o00
w
in
U)
ct
Q
w
X
n"F-
S890 44'57"E
39.00'
LOT 8 � LOT 9 Y
U
I` O w
N C5 U)
p w
O
(0- 12" PLANTER
- - - -
PATIO
PATIO CONC.
CONC.
t I
12 12
� Q
5� Q5 GENERAL NOTES
1. ALL SETBACKS AND EASEMENTS ARE C
TO BE LOCATED AND VERIFIED PRIOR > \\
TO CONSTRUCTION.
Cpl �.
2. FINISH GRADE SHALL SLOPE AWAY
FROM THE FOUNDATION 5% FOR THE N
❑ ❑ FIRST 10 -FT. AND 2% THEREAFTER. o O
4" FASCIA (TYP.) p
VINYL SIDING (TYP.) �
CORNER TRIM (TYP.) M
00o
J -CHANNEL TRIM
(TYP. AT SIDES/REAR) �1
RIGHT ELEVATION
1/8" = 1'-0"
UNIT B I UNIT A
CIS 'E� F 71'
12 2
5F;�;7 �5
REAR ELEVATION
1/8" = 1'-0"
4" FASCIA (TYP.)
VINYL SIDING (TYP.)
CORNER TRIM (TYP.)
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
4'- 0" BLD'(
SETBACK
GARAGE
I 111=
GARAGE A
PORCH
UNIT B
CONC.
PORCH
CONC.
U
z
C_ L
O
U o
Q Lo Q ? Ln
0 6- 0" co
w
LL DRIVEWAY LL
N 0 CONC. zz O
�lfCIO LL Q
� o m
O 0
LL N LL
LL LL
890 44'57"E
39.00'
E. RINGNECK ST.
SITE
N111 = 10'-011
0
4'- 0" BLDG
SETBACK
1 -HOUR FIRE RATED
SETBACK LINE
GARAGE
4'- 0" BLDG
SETBACK
Y
J
w
0
DRIVEWAY o LL
CONC. U
CD Y
N U
m
LL
U-
90 44'57"E
39.00'
lteP7_� ILulff elIMMN-i
UNIT A
1342 S.F.
GARAGE A
452 S.F.
UNIT B
1342 S.F.
GARAGE B
452 S.F.
LOT 8/9 BLOCK 2
VERADO SUB. NO. 1
ALL WORK TO BE PERFORMED
BY LICENSED CONTRACTORS
CONSISTENT WITH THE BEST
PRACTICES OF TRADE
INVOLVED. CONTRACTOR TO
VERIFY ALL DIMENSIONS AND
CONDITIONS BEFORE
STARTING CONSTRUCTION.
ALL PLANS, DRAWINGS, AND
DESIGNS ARE THE PROPERTY
OF TAHOE HOMES AND SHALL
NOT BE REPRODUCED OR
COPIED WITHOUT WRITTEN
CONSENT OF TAHOE HOMES.
SCALE: As indicated
JDE JOB #: 170430
PLOT DATE:
4/17/20171:13:56 PM
ELEVATIONS / SITE PLAN
1.0
r
RIDGE
T.O.P. MAIN
w - 1 1 /A"
bo
v o' - o"
GRADE
UNIT A UNIT B
I
,� -' a L' a u u u '. LI a WIN
i -I 01-0011
. a Z.-
u 41I a u _ 4
i
I. .. I.-.
5:12 ROOF PITCH W/
12 12 COMPOSITION SHINGLES -
7 7 J
I �
L
GUTTER
I S I I i I T
I -
I
1 -
o0-.ih l-_-
� � J� 1, ; P_ _�j I I I �Rll
IN 1— 1 — x Is,
VINYL SIDING (TYP.) DOWN SPOUT
FRONT ELEVATION
4" FASCIA (TYP.)
CORNER TRIM (TYP.)
VINYL SIDING (TYP.)
J -CHANNEL (TYP. AT
SIDES/REAR)
1/4" = 1'-0"
0
LEFT ELEVATION
1/8" = 1'-0"
UNITB UNITA
I
12 12 4 12 12
5 5 4.0
5 5 4" FASCIA (TYP.)
I - 0
- VINYL SIDING (TYP.)
J -CHANNEL TRIM
(TYP. AT SIDES/REAR)
\ / CORNER TRIM (TYP.)
ELEVATION
(-3-�_REAR 1/8" = 1'-0"
0
RIGHT ELEVATION
1/8" = 1'-0"
4" FASCIA (TYP.)
CORNER TRIM (TYP.)
VINYL SIDING (TYP.)
J -CHANNEL TRIM (TYP.
AT SIDES/REAR)
7 - 7 40" TRIANGULAR
T 1, I - " GABLE VENT
'
4" TRIM AT GABLE VENT
j 6" METAL BAND (TYP.)
12 12 T
7 7 /=-
8" METAL BAND (TYP.)
= 4" FASCIA (TYP.)
�"- VINYL B&B SIDING
(TYP. AT GARAGE)
CORNER TRIM
\ (TYP. AT FRONT)
4" METAL TRIM (TYP.)
��- STONE VENEER (TYP.) -
_ DO NOT WRAP
r
f—I CORNERS
DESIGN CRITERIA
CODES:
2012 INTERNATIONAL RESIDENTIAL CODE
2012 INTERNATIONAL ENERGY CONSERVATION CODE
2014 NATIONAL ELECTRICAL CODE
2013 INTERNATIONAL MECHANICAL CODE
2009 IDAHO STATE PLUMBING CODE
FROST DEPTH: 24 INCHES
SEISMIC ZONE: C
CLIMATE ZONE: 5
BASIC WIND SPEED: 90 MPH
SOIL BEARING CAPACITY: 1500 PSF
ROOF LOADS: 25 PSF LIVE (SNOW)
17 PSF DEAD
FLOOR LOADS: 40 PSF LIVE
12 PSF DEAD
GENERAL NOTES
1. ALL SETBACKS AND EASEMENTS ARE
TO BE LOCATED AND VERIFIED PRIOR
TO CONSTRUCTION.
2. FINISH GRADE SHALL SLOPE AWAY
FROM THE FOUNDATION 5% FOR THE
FIRST 10 -FT. AND 2% THEREAFTER.
N p
NO - G RAG E
N DRIVEWAY
N
o I CONC.
O
O
Z
i
----------
r`
:1 1
1 -HOUR FIRE RATED
SETBACK LINE
)° 32' 35"
100.00'
DWELLING - A
DWELLING - B
D° 32' 35"
100.00'
SITE
1 " = 101-011
1 -HOUR FIRE RATED
SETBACK LINE
o
—
I
15'-0"
REAR SETBACK
Lf0
N
O DRIVEWAY
CONC.GARAGE
N
N
o
O
s
O
Z
o
PORCH
CONC.
Q
5 0
Z20'
I
- 0" FRONT SETBACK
J
FROM BACK OF SIDEWALK
�
W
50
■
PORCH
Z
CONC. b
N p
NO - G RAG E
N DRIVEWAY
N
o I CONC.
O
O
Z
i
----------
r`
:1 1
1 -HOUR FIRE RATED
SETBACK LINE
)° 32' 35"
100.00'
DWELLING - A
DWELLING - B
D° 32' 35"
100.00'
SITE
1 " = 101-011
1 -HOUR FIRE RATED
SETBACK LINE
o
—
I
15'-0"
REAR SETBACK
PATIO
CONC.
12" PLANTER
I�
S890 32'35"
- 100.00'
` m
a PATIO
CONC.
1
I
15'-0"
REAR SETBACK
LOT 9
/ 0
TOWNHOUSE 17A
UNIT A 1342 S.F
GARAGE A 452 S.F
UNIT B 1342 S.F
GARAGE B 452 S.F
LOT 8/9 BLOCK 5
VERADO SUB. NO. 1
ALL WORK TO BE PERFORMED
BY LICENSED CONTRACTORS
CONSISTENT WITH THE BEST
PRACTICES OF TRADE
INVOLVED. CONTRACTOR TO
VERIFY ALL DIMENSIONS AND
CONDITIONS BEFORE
STARTING CONSTRUCTION.
ALL PLANS, DRAWINGS, AND
DESIGNS ARE THE PROPERTY
OF TAHOE HOMES AND SHALL
NOT BE REPRODUCED OR
COPIED WITHOUT WRITTEN
CONSENT OF TAHOE HOMES.
z
0
rn
SCALE: As indicated
JDE JOB #: 170419
PLOT DATE:
4/17/2017 8:51:43 AM
ELEVATIONS / SITE PLAN
1.0