HomeMy WebLinkAboutDRB140374 Plans ApprovedReceived
TONIN OF VAI L .1 By Carolyn Godfrey at 1:37 pm, Aug 25, 2014
NEW 2 PIECE FASCIA TO
MATCH EXISTING
EAVE EAST
T.O. (N) SHEATHING
EL. 8233'-q 5/8"
WOOD BRACE
IXS HORIZONTAL WD
LAP SIDING
"FRY RE6LET" (OR EQUAL) X CORNER
MOLDING - 3/4" EXPOSURE
TYP @ HORIZ LAP SIDING
NEW GLAD WINDOWS (TYP)
2x8 WOOD NINDON TRIM
Ix8 VERTICAL WOOD SIDING
AT CORNER ACCENT
UPPER LEVEL EAST
T.O. (N) DEGKIN6
EL. 8220'-0 7/8" f F--� -
(N) EXTERIOR LIGHT FIXTURE - I `�
FULL GUT -OFF STYLE PER TOWN
CODE - VERIFY L16HT FIXTURE
WOWNER
METAL GUARDRAIL
PER CODE (TYP)
CONCRETE PAVER PATIO (HEATED) ON
GONG SLAB ON MTL DECK FRAMING
TRASH ENCL. RE: STRUCTURE
MAIN LEVEL EAST
T.O. (N) DEGKIN6
EL. 820q'-8 1/4"
ENTRY LEVEL EAST
T.O. (N) DEGKIN6
EL. 8208'-1 1/4"
T.O. PATIO
EL. 8207' - —
CONCRETE PAVERS (HEATED)
® SITE STEPS RE: SITE PLAN
(E) GARAGE EAST
T.O. (N) SLAB
EL. 8200.0-
(N) FDTN DRAIN IN GRAVEL
BED (TYP) - DRAIN TO
SUMP PUMP
REPLACE (E) FIXTURE w/(N)
EXTERIOR LIGHT FIXTURE - FULL
GUT -OFF STYLE PER TOWN CODE
- VERIFY STYLE WOWNER
(N) STAIR WND TREADS, NO
RISERS (CLOSED) AND WD
STRINGERS
LOFT LVL NE5T \
T.O. (E) DEGKIN6
EL. 8222'4"
(b=2.05)
UPPER LVL NE5T
T.O. (E) DEGKIN6
T EL. 8218'4"
(5218.08')
(N) RA I L I N6 0 (N)
WATERPROOF DECK
ID
IX6 WOOD SIDING TO = o
MATCH EXISTING _ T
0
MAIN LVL NEST
T.O. (E) DEGKIN6
EL. 820II'-O"
PLACE FLASHING UNDER LAST 6"± OF
SIDING AND DOWN 6"± BELOW GRADE
AND OVER TOP EDGE OF
FOUNDATION INSULATION (TYP)
12
21
DRB140374
O
EAST
TRASH
E-101
IV O
METAL FRAME WNELDED WIRE MESH D
INFILL @ NEW CHIMNEY GAP
A4.1
NEW STONE VENEER
EXISTING CHIMNEY STA
NDIN6 SEAM METAL ROOF
FON (N) ROOF FRAMING
RE: ROOF PLAN
2 I (N) ASPHALT SHINGLES
ON (E) ROOF FRAMING
• RE: ROOF PLAN
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O O �
L J L L
o oaoo
Jr -
GLASS PANEL MAN DOOR
6LA55 PANELS
OVERHEAD GARAGE DOOR
PLACE FLASHING UNDER LAST LAYER
OF SIDING AND DOWN 6"± BELOW
GRADE AND OVER TOP EDGE OF
FOUNDATION INSULATION (TYP)
METAL FRAME WITH WELDED WIRE
MESH INFILL a NEW CHIMNEY GAP
EXTEND EXISTING FLUE CHASE
AND CHIMNEY TO BE 2'
ABOVE ANYTHING WITHIN 10'
NEW STONE VENEER a
EXISTING CHIMNEY
METAL GUTTER WHEAT TAPE TO
DOWNSPOUT WHEAT TAPE TO
SPLASH BLOCK AT GRADE
EXIST
j EXIST
EXIST
EXIST
EX
7
A4.2
FF
A4.2
PROVIDE GLAD MULL
COVER FOR 2X COLUMN
BETWEEN WINDOW UNITS
E:1 n
O
(N) BEAM @ (E) ROOF
RE: STRUCTURE
IIT UILIII
AA
—I,1 2
REMOVE (E) WINDOW -
PATGH/FILL OPENING TO
MATCH (E) WALL (TYP)
------------
_ II II
OIL T.O. WALL
EL. 8206-6" (N) SIDING TO MATH EXISTING ® NEW
CONSTRUCTION IN; BELOW (E)
METAL FLASHING (TYP) CANTILEVER NORTH ELEVATION
II III
I II II
STANDIN6 SEAM METAL ROOF 1 3.0 5GALE: 1/4" = 1'-O"
RE: ROOF PLAN $ NOTES
I 11 II
II II
WOOD FASCIA TO MATCH EXIgTIN6 I
--- L------------- I------------�
— --- O 1 2 4 8
---�XTERTO�G tTLT61�5�T D F- ------1
ROOF SOFFIT (TYP OF THREE)- — J L_ — J
DRAINAGE BOARD ON WATERPROOFING
ON GONG RETAINING WALL
GUT STONE GAP � STONE VENEER AT
ENGINEERED CONCRETE RETAINING
WALLS ® DRIVE
FOOTING DRAIN - VERIFY LOCATION, TYPE AND
MATERIAL WNATERPROOFIN6 USED AT WALL
G B A
A4.1 A4.0 A4.0
I I
I F
_I o — - ] 0Z <
0
PROPOSED GRADE
/ RE: SITE PLAN
L EXI5TIN6 GRADE -
,� _ T
•
III �
L— — — — — —
L- — J
=1
D
SAND SET GONG PAVER STEP TO SAND
SET GONG PAVER PATIO RE: SITE PLAN
II
(N) EXTERIOR L16HT FIXTURE -
FULL GUT -OFF STYLE PER TOWN
CODE - VERIFY L16HT FIXTURE
w/OWNE .
- 3 THUS ® THIS ELEVATION
II
L
----J L — — —
----------- - -----------------
m I
NEW ASPHALT SHINGLES
EXISTING ROOF STRUCTURE
2 PIECE WOOD FASCIA
GALVANIZED MTL
GUTTER vi/HEAT TAPE
WOOD SIDING TO MATCH EXISTING
ON WALLS OF NEW DORMER
T.O. (E) PLATE
EL. b226' -I"
(8226.08')
BUILD UP @ STRUGT BEAM
TO EXTEND EAVE - VERIFY
STL PLATE TOP RAIL AND
SUPPORT w/GABLE RAIL
4" O.G.- TYP @ ALL RAILINGS
UPPER LVL WEST
T.O. (E) DEGKIN6
EL. E,210'41
(8218.08')
NEW 8X8 ND COLUMN w/6" STEEL
COLLAR ® BASE
SAND SET GONGRETE PAVER
WALKWAY (HEATED) TO ENTRY
PORCH W (2) 5" RISERS AND
(1) 15" TREAD RE: SITE PLAN
EXISTING AND PROPOSED
GRADE
NEW 2 PIECE FASCIA TO
MATCH EXI5TIN6
WOOD BRACE (TYP) EAVE EAST
OIL T.O. (N) SHEATHING
EL. 8233'-q 5/8"
Ix 6 WOOD SOFFIT
GLAD WINDOW (TYP)
2x8 WOOD WINDOW TRIM
"FRY RE6LET" (OR EQUAL) X CORNER
MOLDING - 3/4" EXPOSURE
O z TYP o HORIZONTAL LAP 5IDIN6
U-1
loo C�
o
METAL FLASHING (TYP)
STANDING SEAM METAL
ROOF - TYP a ALL NEW
2:12 ROOFS
2
IX8 HORIZONTAL
OWOOD LAP SIDING
O
Ix8 VERTICAL WOOD SIDING
O AT CORNER ACCENT
m
STL PLATE TOP RAIL AND
SUPPORTS w/GABLE RAILS
a 4" O.G. - TYP @ ALL
RAILINGS
III
II
II
II
II
II
I
�I
II
II
UPPER LEVEL EAST
T.O. (N) DEGKIN6
EL. 8220'-0 7/8"
(8220.07')
EAST BEDROOM I
MAIN LEVEL EAST
T.O. (N) DEGKIN6
EL. 820q'-8 1/4" (820q.bq9
TO MATCH EXISTING
ENTRY LEVEL EAST
T.O. (N) DEGKIN6
EL. 8208'-1 1/4"
(8208.10')
MAIN LVL WEST
T.O. (E) DEGKIN6
EL. 8206'-0"
(820q.00')
EXTERIOR MATERIALS
ROOFING METAL RIB - DARK GRAY
ASPHALT SHINGLE - GAF - WEATHERED WOOD
SIDIN6 CEDAR - HORIZ; Ix8 LAP - COLOR TO
MATCH EXISTING
- VERT; TO MATCH EXI5TIN6
CORNER METAL - "X" CORNER MOLDING
DETAIL 3/4" EXPOSURE
(EAST SIDE)
OTHER WALL STONE - MO55ROGK - 6RAY
FASCIA WOOD - TO MATCH EXISTING
SOFFITS WOOD - I x6 T$6 NATURAL
GUTTERS 4 GALVANIZED - DARK BROWN
DOWNSPOUTS METAL
WINDOWS WOOD/GLAD - TO MATCH EXISTIN6
WINDOW TRIM BRICK MOLD - PAINT TO MATCH EXI5TIN6
(WEST SIDE)
WINDOW TRIM CEDAR - 2X8, SMOOTH - NATURAL
(EAST SIDE)
DOORS GARAGE - FROSTED GLASS PANEL
EAST ENTRY - FROSTED GLASS PANEL
MAN DOOR - FROSTED GLASS PANEL
DOOR TRIM CEDAR - 2X8 - NATURAL
FLASHING METAL - PAINT TO MATCH ADJ MATERIALS
BRACES WOOD - 6X10, ROUGH SAWN - NATURAL
DECK RAILS STEEL - STEEL PLATE GAP AND SUPPORTS
GABLE RAILS
CHIMNEYS METAL GAP - WELDED WIRE MESH;
PAINTED - BLACK
CHASE - M055ROGK - GRAY
TRASH STONE - M055ROGK - 6RAY
ENCLOSURE WOOD DOORS - 5IDIN6, PAINT/STAIN
TO MATCH EXISTING
RETAINING STONE VENEER - GRAY MO55ROGK
WALLS BOULDERS
EXTERIOR REGE55ED - SEE PLANS FOR LOCATIONS
L16HTIN6 SCONCES - "GORDELIA LIGHTING,
GAPE CODE WALL MOUNT" - BRONZE
NOTE: VERIFY ALL EXTERIOR COLOR SAMPLES WONNER
ELEI/ATION NOTES:
I. THESE ELEVATIONS (INGLUDIN6 WALL HEIGHTS,
FLOOR ELEVATION AND ROOF PITGHE5) ARE BASED
ON INFORMATION FROM EXISTIN6 DRAWINGS AND
SOME FIELD MEASUREMENTS BUT NOT FROM
EXTENSIVE REVIEW OF AS -BUILT CONDITIONS.
CONTRACTOR TO VERIFY ALL EXISTING
CONSTRUCTION AND CONDITIONS IN THE FIELD
BEFORE NEW CONSTRUCTION BEC21NS AND NOTIFY
OWNER, ARCHITECT AND STRUCTURAL ENGINEER OF
ALL DISCREPANCIES THAT REQUIRE REWORK OF
THE PROPOSED DRAWINGS.
2. SEE GENERAL NOTES SHEET A2.0, TYPICAL
GONSTRUGTION NOTES SHEET A4.0 AND COVER
SHEET FOR ADDITIONAL INFORMATION.
3. PLACE FLASHING UNDER LAST LAYER OF SIDIN6
(UNDER BOT 6"± OF VERTICAL) AND DOWN 6"±
BELOW GRADE AND OVER TOP EDGE OF
FOUNDATION INSULATION.
4. ALL NEW EXTERIOR MATERIALS TO MATCH EXISTING
UNLESS NOTED OTHERWISE.
5. ELEVATION GALL OUTS ARE ROUNDED TO THE
NEAREST I/8".
6. EXISTING FLOOR AND RIDGE ELEVATIONS ARE
APPROXIMATED BASED ON KNOWN STRUCTURAL
INFORMATION.
7. ALL FINISH GRADES TO DRAIN AWAY FROM
BUILDING.
8. (E) = EXISTIN6
(N) = NEW
PLACE FLASHING UNDER LAST LAYER LEGEND:
OF SIDING AND DOWN 6"± BELOW
GRADE AND OVER TOP E06E OF
FOUNDATION INSULATION (TYP) NEW CONSTRUCTION
6ARA6E EAST
OIL T.O. (N) SLAB
EL. 8200.0' 1 EXISTING CONSTRUCTION TO
REMAIN
Design Review
Staff Approval
TOW0 F �A, � By Warren Campbell at 10:30 am, Aug 28, 2014
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I BUILDING ELEVATIONS I
5TANDIN6 SEAM METAL
ROOF - TYP 0 ALL NEW 2:12
ROOFS
EAVE EAST
T.O. (N) SHEATHING
EL. 8233'-q 5/8"
(8233.80')
NEW 2 PIECE FASCIA TO
MATCH EXISTING
IX8 HORIZONTAL
WOOD LAP SIDIN6
"FRY RE&LET" (OR EQUAL) X CORNER
MOLDING - 3/4" EXPOSURE
TYP o HORIZONTAL LAP 5I0I146
UPPER LEVEL EAST
OIL T.O. (N) DEGKIN6 12
EL. 8220'-0 7/8" 2 777777
(8220.07')
NEW GLAD WINDOWS `
2x8 WOOD WINDOW TRIM
SAND SET CONCRETE PAVER
WALK (HEATED) RE: SITE PLAN
EAST BEDROOM I
MAIN LEVEL EAST 2 2
T.O. (N) DEGKIN6
OIL
EL. 820q'-8 1/4" (5204.r q,) =rF
TO MATCH EXISTING I
STL PLATE TOP RAIL AND
SUPPORTS W GABLE RAIL a
GUARDRAIL BELOW - MOUNT
RAILING POSTS AT CENTER OR
WEST SIDE OF GONG WALL (NOT
VENEER) TO CLEAR LOWER ROOF
PROPOSED GRADE
EXISTING GRADE
NEW ASPHALT SHINSLE5 ON
EXISTIN6 ROOF STRUCTURE
METAL GUTTER WHEAT TAPE
(E) T.O. BEAM - -
EL. 5250'-q"
(N) WOOD SIDING TO MATCH EXISTING 49 NEW
WALL CONSTRUCTION a DORMER (TYP)
(E) T.O. PLATE
O
II
II
II
II
II
II
IL
-
II
®
LU
II
- GAF - WEATHERED WOOD
SIDING
CEDAR
EL. a2261-1" ,
(8226.0,5')
(N) DOWNSPOUT WHEAT TAPE TO
CONCRETE SPLASH BLOCK GRADE
7777
UPPER LVL WEST
T.O. (E) DEGKIN6
EL. 8218'-I "
(8218.08')
BEAMWORK a SOFFI
® UNDERSIDE OF
CANTILEVER
SLOPED STONE
GAP ON (E) GONG
RETAINING HALL--
L
ALL
MAIN LVL WEST
T.O. (E) DEGKIN6
EL. 82011'-O"
(,52011.00)
NEW STONE VENEERo
EXISTING SITE WALL
NEW 8X8 WD COLUMN ON (E) GONG
RETAINING WALL
LOWER (E) SOFFIT a BLDG
CANTILEVER TO ALIGN w/B.O.
NEW DECK
12
2
REMOVE EXISTIN6 SKYLI6HTS
AND EXTEND ROOF I
BUILD UP AT 5TRGUT BEAM '
TO EXTEND EAVE - VERIFY-* --7\
I I /
FF
4 5TAGK WINDOW
REMOVED
I 0 I
I I
EX15T
I I
PLACE FLASHING UNDER LAST LAYER
OF 5IDIN6 AND DOWN 6"± BELOW
GRADE AND OVER TOP EDGE OF
FOUNDATION INSULATION (TYP)
O
T1 I
NEW 8X8 WD COLUMN w/6" STEEL
COLLAR 0 BASE
REPLACE (E) FIXTURE W(N) -
EXTERIOR LIGHT FIXTURE -
FULL GUT -OFF STYLE PER
TOWN CODE - VERIFY L16HT
FIXTURE WOWNER
----------•------------------ J-------------- �I
I
GHAN&ED FROM
CASEMENT TO
DOUBLE HUNG
WINDOWS
REMOVE (E) WINDOW -
PATGH/FILL OPENING TO
MATCH (E) WALL (TYP)
fD
A4.2 A4.1
STL PLATE TOP RAIL AND
SUPPORTS w/GABLE RAIL
4" O.G. - TYP ALL RAILINGS
A4 .
FRY REOLET (OR EQUAL) X GORNER
MOLDING - 3/4" EXP05URE12
TYP @ HORIZONTAL LAP SIDIN6 I 2
HH JJ
L I;�&`N�� I I �I��,
O
2 PIECE WOOD FASCIA
METAL &UTTER WHEAT TAPE
(N) SIDING TO MATCH EXISTING a
(N) DORMER WALL
NEW ASPHALT 5HIN6LE5 ON
EXISTING ROOF FRAMING
T.O. (E) BEAM
EL. 8230'-q "
(N) METAL GUTTER WHEAT TAPE
o (E) ROOF TO DOWNSPOUT
WHEAT TAPE
OIL T.O. (E) PLATE
EL. b.226'4'
(8226.08')
5TL PLATE TOP RAIL AND
SUPPORTS WGABLE RAIL
4" OG - TYP @ ALL RA I L I NGS
CONCRETE PAVER DECK w/WOOD
DECK FASCIA
UPPER LVL WEST
T.O. (E) DEGKIN6
EL. &21&-1"
(8218.08')
NEW GLAD PATIO 5LIDIN& DOOR IN
(E) DOOR OPENING (TYP OF 2)
/- MTL FLASHING FROM UNDER DOOR
THRESHOLD TO BELOW PATIO - CONTINUE
6" UNDERSAND BASE (TYP OF 3)
SAND SET CONCRETE PAVER
PATIO RE: SITE PLAN
MAIN LEVEL WEST
OIL T.O. (E) DEGKIN6
EL. 82011'-0"
(820q.00')
ADD NEW STONE VENEER t,4/SLOPED
STONE GAP (SLOPE AWAY FROM
PATIO) @ EXISTIN6 SITE WALL
Oil
r (12) R15ER5 ® 10"
REBUILD EXISTIN6 -
10,0"NEW STAIR w/WOOD TREADS 4
I
WATERPROOF DECK RISERS (GL05ED RISERS) AND
GABLE RAIL ON WOOD STRINGER
- VERIFY RISER HE16HT INFIELD
BEFORE FRAMING STAIR - ADD
RISERS/TREAD AS NEGE55ARY
TO MAINTAIN 7-3/4" OR LE55
RISER HE16HT
II I II
II I II
II I II
I
METAL FRAME w/WELDED
WIRE MESH INFILL @ NEW
CHIMNEY GAP
NEW STONE VENEER
EXISTIN6 CHIMNEY
NEW 2 PIECE FASCIA TO
MATCH EXISTIN6
EAVE EAST
T.O. (N) SHEATHING
EL. 8233'-q 5/8"
(8233.80')
WOOD BRACE
IX8 HORIZONTAL WOOD LAP
SIDING
NEW GLAD WINDOW (TYP)
EXTEND EXI5TIN6 FLUE CHASE
AND CHIMNEY TO BE 2'
ABOVE ANYTHING WITHIN 10'
2x8 WOOD WINDOW TRIM
STANDING SEAM METAL
12 ROOF - Tl'P a ALL NEW
-12 2:12 ROOFS
UPPER LEVEL EAST
OIL
_ T.O. (N) DEGKIN6
EL. 8220'-0 7/8"
(8220.07')
OANGLED BRACE
BAY WINDOW RE: FLOOR
PLAN
DOWNSPOUT WHEAT
TAPE BEYOND
MAIN LEVEL EAST
L OIL T.O. (E) DEGKIN6
EL. 820q'-8 1/4"
(820q.6q')
EXISTIN6 GRADE
PROPOSED GRADE
EDGE OF BUILDIN6
PLACE FLASHING UNDER LAST 6"± OF
SIDING AND DOWN 6"± BELOW GRADE
AND OVER TOP EDGE OF
FOUNDATION INSULATION (TYP)
EXTERIOR MATERIAL5
ROOFING
METAL RIB
0
®
LU
m
- GAF - WEATHERED WOOD
SIDING
CEDAR
- HORIZ; Ix8 LAP - COLOR TO
2 PIECE WOOD FASCIA
METAL &UTTER WHEAT TAPE
(N) SIDING TO MATCH EXISTING a
(N) DORMER WALL
NEW ASPHALT 5HIN6LE5 ON
EXISTING ROOF FRAMING
T.O. (E) BEAM
EL. 8230'-q "
(N) METAL GUTTER WHEAT TAPE
o (E) ROOF TO DOWNSPOUT
WHEAT TAPE
OIL T.O. (E) PLATE
EL. b.226'4'
(8226.08')
5TL PLATE TOP RAIL AND
SUPPORTS WGABLE RAIL
4" OG - TYP @ ALL RA I L I NGS
CONCRETE PAVER DECK w/WOOD
DECK FASCIA
UPPER LVL WEST
T.O. (E) DEGKIN6
EL. &21&-1"
(8218.08')
NEW GLAD PATIO 5LIDIN& DOOR IN
(E) DOOR OPENING (TYP OF 2)
/- MTL FLASHING FROM UNDER DOOR
THRESHOLD TO BELOW PATIO - CONTINUE
6" UNDERSAND BASE (TYP OF 3)
SAND SET CONCRETE PAVER
PATIO RE: SITE PLAN
MAIN LEVEL WEST
OIL T.O. (E) DEGKIN6
EL. 82011'-0"
(820q.00')
ADD NEW STONE VENEER t,4/SLOPED
STONE GAP (SLOPE AWAY FROM
PATIO) @ EXISTIN6 SITE WALL
Oil
r (12) R15ER5 ® 10"
REBUILD EXISTIN6 -
10,0"NEW STAIR w/WOOD TREADS 4
I
WATERPROOF DECK RISERS (GL05ED RISERS) AND
GABLE RAIL ON WOOD STRINGER
- VERIFY RISER HE16HT INFIELD
BEFORE FRAMING STAIR - ADD
RISERS/TREAD AS NEGE55ARY
TO MAINTAIN 7-3/4" OR LE55
RISER HE16HT
II I II
II I II
II I II
I
METAL FRAME w/WELDED
WIRE MESH INFILL @ NEW
CHIMNEY GAP
NEW STONE VENEER
EXISTIN6 CHIMNEY
NEW 2 PIECE FASCIA TO
MATCH EXISTIN6
EAVE EAST
T.O. (N) SHEATHING
EL. 8233'-q 5/8"
(8233.80')
WOOD BRACE
IX8 HORIZONTAL WOOD LAP
SIDING
NEW GLAD WINDOW (TYP)
EXTEND EXI5TIN6 FLUE CHASE
AND CHIMNEY TO BE 2'
ABOVE ANYTHING WITHIN 10'
2x8 WOOD WINDOW TRIM
STANDING SEAM METAL
12 ROOF - Tl'P a ALL NEW
-12 2:12 ROOFS
UPPER LEVEL EAST
OIL
_ T.O. (N) DEGKIN6
EL. 8220'-0 7/8"
(8220.07')
OANGLED BRACE
BAY WINDOW RE: FLOOR
PLAN
DOWNSPOUT WHEAT
TAPE BEYOND
MAIN LEVEL EAST
L OIL T.O. (E) DEGKIN6
EL. 820q'-8 1/4"
(820q.6q')
EXISTIN6 GRADE
PROPOSED GRADE
EDGE OF BUILDIN6
PLACE FLASHING UNDER LAST 6"± OF
SIDING AND DOWN 6"± BELOW GRADE
AND OVER TOP EDGE OF
FOUNDATION INSULATION (TYP)
EXTERIOR MATERIAL5
ROOFING
METAL RIB
- DARK 6RAY
Nod
N I, -
ASPHALT SHIN6LE
- GAF - WEATHERED WOOD
SIDING
CEDAR
- HORIZ; Ix8 LAP - COLOR TO
6x
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U
LL
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- "X" CORNER MOLDING
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C
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- M055ROGK - GRAY
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WOOD
- TO MATCH EXI5TIN6
SOFFITS
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- 1x& T � 6 NATURAL
GUTTERS $
GALVANIZED
- DARK BROWN
DOWNSPOUTS
METAL
�e
WINDOWS
WOOD/GLAD
- TO MATCH EXISTING
WINDOW TRIM
BRICK MOLD
- PAINT TO MATCH EXISTING
(WEST SIDE)
C
O .�
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GEDAR
- 2X8, SMOOTH - NATURAL
(EAST SIDE)
(l)—
a
DOORS
6ARA6E
- FROSTED 6LA55 PANEL
>
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- FROSTED GLASS PANEL
Q
MAN DOOR
- FROSTED 6LA55 PANEL
DOOR TRIM
CEDAR
- 2X8 - NATURAL
FLASHING
METAL
- PAINT TO MATCH ADJ MATERIALS
BRAGES
WOOD
- 6X10, ROUGH SAWN - NATURAL
DECK RAILS
STEEL
- STEEL PLATE GAP AND SUPPORTS
>
N
T_
T_
GABLE RAILS
CHIMNEYS
METAL GAP
- WELDED WIRE MESH;
a
i
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i
�
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- MOSSROGK - GRAY
TRASH
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0a
TO MATCH EXISTIN6
RETAINING
STONE VENEER
- GRAY M055ROGK
WALLS
BOULDERS
EXTERIOR
REGE55ED
- SEE PLANS FOR LOCATIONS
LIGHTING
SCONCES
- "GORDELIA LIGHTING,
GAPE GODE WALL MOUNT" - BRON2
NOTE: VERIFY
ALL EXTERIOR COLOR SAMPLES w/OWNER
ELEI/ATION NOTES:
I. THESE ELEVATIONS (INGLUDIN6 WALL HEIGHTS,
FLOOR ELEVATION AND ROOF PITCHES) ARE BASED
ON INFORMATION FROM EXISTING DRAWINGS AND
SOME FIELD MEASUREMENTS BUT NOT FROM
EXTENSIVE REVIEW OF AS -BUILT CONDITIONS.
CONTRACTOR TO VERIFY ALL EXISTIN6
GONSTRUGTION AND CONDITIONS IN THE FIELD
BEFORE NEW CONSTRUCTION BEGINS AND NOTIFY
OWNER, ARCHITECT AND STRUCTURAL EN61NEER OF
ALL DISCREPANCIES THAT REG2UIRE REWORK OF
THE PROPOSED DRAWINGS.
2. SEE GENERAL NOTES SHEET A2.0, TYPICAL
CONSTRUCTION NOTES SHEET A4.0 AND COVER
SHEET FOR ADDITIONAL INFORMATION.
3. PLACE FLASHIN6 UNDER LAST LAYER OF SIDIN6
(UNDER BOT 6"± OF VERTICAL) AND DOWN 6"±
BELOW GRADE AND OVER TOP E06E OF
FOUNDATION INSULATION.
4. ALL NEW EXTERIOR MATERIALS TO MATCH EXISTIN6
UNLESS NOTED OTHERWISE.
5. ELEVATION GALL OUTS ARE ROUNDED TO THE
NEAREST I/8".
6. EXI5TIN6 FLOOR AND R106E ELEVATIONS ARE
APPROXIMATED BASED ON KNOWN STRUCTURAL
INFORMATION.
7. ALL FINISH GRADES TO DRAIN AWAY FROM
BUILDING.
8. (E) = EXISTING
(N) = NEW
LEGEND:
NEW CONSTRUCTION
EXI5TIN6 CONSTRUCTION TO
REMAIN
Design Review
Staff Approval
By Warren Campbell at 10:30 am, Aug 28, 2014
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A 3.1
BUILDING ELEVATIONS
NEW ROOF GONSTRUGTION
SEE NOTE ® R16HT
NEW 2 PIECE FASCIA TO
MATCH EXISTING
(N) R106E
OL T.O. SHEATHING
EL. 822q'-5 3/4"
I X8 HORIZONTAL WD
LAP SIDING
"FRY REOLET" (OR EQUAL) X CORNER
MOLDING - 3/4" EXPOSURE
TYP a HORIZ LAP 51DIN6
T.O. GONG TOPPING
EL. 8220'-2 3/8"
UPPER LEVEL EAST
T.O. (N) DEGKIN6
(8220.07') r
NEW GLAD WINDOWS (TYP)
2x8 WOOD WINDOW TRIM
m
a�
MAIN LEVEL - EAST
T.O. (N) DEGKIN6
EL. 820q'-8 1/4"
(820q.(qq')
TO MATCH EXISTING
MAIN LEVEL WEST
T.O. (E) DEGKIN6
EL. 820G'_O"
MTL PLATE AND GABLE
GUARDRAIL PER CODE
SLOPED STONE GAP -
SLOPE AWAY FROM DRIVE
HALL - WEST
T.O. (N) SLAB
EL. 8200'-0"
B G
A4.0 A4.1
WELDED WIRE MESH IN METAL
FRAME @ (N) CHIMNEY GAP
EXTEND CHIMNEY TO BE TWO FEET
ABOVE ANYTHING WITHIN 10 FEET
I
(N) STONE VENEER ADDED TO
EXISTING CHIMNEY
1-2 12 I METAL FLASHING
2 2 I/2 ± FE
ROOF AT EAST
L I V I N6 ROOM BEYOND
\ WINDOW n WEST
W O REMOVED / I WALL o
/ si
I � I 12
\ � 2
F1
I
E F G � I \
EAST EAST WEST WEST
WE5 1/ANITY 2 E3ATH BEDROOM 2 BATH I
— — —N RY E-216 217 -22 -23
7
I �
II
II
II
II
II
II
II
I— — — — — — — — — —
J
(E) CONSTRUCTION
NEW ROOF CONSTRUCTION
SEE NOTE o RIGHT
OVER FRAME AT CRICKET
SHELF/BENGH FOR WOOD
STORAGE - TO FIT BELOW
EXI5T WINDOW SILL
(E) UPPER LEVEL WEST
T.O. DEGKIN6 - -
EL. 8218'-1 "
(8218.08')
FURR ® NEW FRAME WALL TO
ALIGN WFURRIN6 c) GONG
WALL BELOW
STEP (N) GONG FDTN WALL
WIDTH TO 5 1/2" ABOVE
SLAB LINE - RE: STRUGT
WEST
T.O. SLAB - -
EL. 8201f' -O"
(820q.00')
(N) FLR FINISH MATERIAL ON
(N) GONG SLAB CONST
SEE NOTE @ RIGHT
(N) FIN FLR MATERIAL ON (N) ELEG MATT HEAT
(OR HYDRONIG HEAT TUBES IN 1/2" MORTAR
BED) ON OVERFAME ON (E) STRUCTURE - NO
GONG TOPPING - TYP 0 BATH 2 $ VANITY 2 -
(E) WEST
GR4WLSPAGE
ADD SOUND ATTENUATION INSULATION AND
(N) GYP BOARD a (E) FLOOR FRAMING
/E3
A4.1 A4.0
• NEW WINDOWS IN
EXISTING OPENINGS
DRAINAGE MAT (AS NECESSARY) ON 2" RIGID INSULATION (R-5 MIN) ON
13
12
14
PASSIVE RADON VENTING. LOCATION TO BE DETERMINED. PROVIDE
2—
2 WD TREADS w/I WOOD
(24" ABOVE GRADE AT WEST WALL OF EAST UNIT). 2" FOAM
EXI5T
2 1/2±
EXISTING CANTILEVER ® WEST STAIR
VAPOR BARRIER o INTERIOR.
RISER
E
NEW SAND SET GONG PAVERS
NEW CONCRETE 5LAB CONSTRUCTION
(HEATED) 0 ENTRY WALK
CONCRETE SLAB vi/HYDRONIG HEAT TUBING ON 10 MIL VAPOR BARRIER
EXI5T
ON 4" GRAVEL (PEA GRAVEL OR LARGER) ON GRADE (SEE
MAIN LEVEL WEST
STRUCTURE). R -I5 INSULATION. AT VAPOR BARRIER OVERLAP 12
1-1/2" FURRING SET 2" FROM
,
TAPE AND SEAL ALL PENETRATION AND E06E5. - PROVIDE 4" PVG
EXIST
THROUGH SLAB TO GRAVEL LAYER (SEAL VAPOR BARRIER
WJI10
FACE OF CONCRETE WALL
z HALL
GUARDRAIL
NEW WINDOW U -VALUE =0.32
co
T_
Wat)O
-TYPICAL AT ALL LIVING
iz W-�16
PER CODE \
EXI5T
J
Design Review
SPAGE WGONG WALLS
o
I
By Warren Campbell at 10:30 am, Aug 28, 2014
U U
TOWN�
12
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----------\---
- — — — — — — — — — — — —
��-
— —
2
aJ
(N) FDTN DRAIN IN GRAVEL BED
'
(TYP) - DRAIN TO SUMP PUMP
0
(N) GONG SLAB GON5T
.
SEE NOTE @ RIGHT
~
\
(E) UPPER LEVEL WEST
T.O. DEGKIN6 - -
EL. 8218'-1 "
(8218.08')
FURR ® NEW FRAME WALL TO
ALIGN WFURRIN6 c) GONG
WALL BELOW
STEP (N) GONG FDTN WALL
WIDTH TO 5 1/2" ABOVE
SLAB LINE - RE: STRUGT
WEST
T.O. SLAB - -
EL. 8201f' -O"
(820q.00')
(N) FLR FINISH MATERIAL ON
(N) GONG SLAB CONST
SEE NOTE @ RIGHT
(N) FIN FLR MATERIAL ON (N) ELEG MATT HEAT
(OR HYDRONIG HEAT TUBES IN 1/2" MORTAR
BED) ON OVERFAME ON (E) STRUCTURE - NO
GONG TOPPING - TYP 0 BATH 2 $ VANITY 2 -
(E) WEST
GR4WLSPAGE
ADD SOUND ATTENUATION INSULATION AND
(N) GYP BOARD a (E) FLOOR FRAMING
/E3
A4.1 A4.0
• NEW WINDOWS IN
EXISTING OPENINGS
/ (E) WEST
GRAWLSPAGE \� \
- -- - - - --- -- -- - - - WEST
TAKE GRADE BACK FROM (N) HALL
FOOTING RE: STRUGT
I
BUILD 1 NG SECTION E
L: SCALE: 1/4" = 1'-0"
0 1 2 4 8
EXTERIOR WALL
BEYOND (SOUTH WALL
OF EAST UNIT)
(E) FOUNDATION AND
(E) FLOOR FRAMING
O
NEW ROOF CONSTRUCTION
SEE NOTE @ RIGHT
FURR GEILING 50
PITCH ® EACH 51DE
OF RIDGE MATCH
(N) RIDGE
T.O. SHEATHING
EL. 822q'-5 3/4"
(822q.48')
VERIFY LOCATION WOWNER $
ARCH BEFORE IN5TALLIN6 WINDOW
NEW BEAM RE: STRUGT
(N) UPPER LEVEL - WEST
T.O. GONG TOPPING
EL. 8220'-2 3/8"
(8220.20')
ADD CELLULOSE INSULATION AND
FURR (E) 2X4 FRAME WALL TO ALIGN
SECTION LEGEND:
NEW CONSTRUCTION
EXI5TIN6 CONSTRUCTION TO
REMAIN
� I I � I -HOUR WALL � CEILING
ASSEMBLIES RE:A6 DRW65
SECTION NOTES:
I. THESE SECTIONS (INGLUDING WALL HEIGHTS, FLOOR
ELEVATION AND ROOF PITCHES) ARE BASED ON
INFORMATION FROM EXISTING DRAWINGS AND SOME
FIELD MEASUREMENTS BUT NOT FROM EXTENSIVE
REVIEW OF A5 -BUILT CONDITIONS. CONTRACTOR
TO VERIFY ALL EXI5TIN6 CONSTRUCTION AND
CONDITIONS IN THE FIELD BEFORE NEW
CONSTRUCTION BEGINS AND NOTIFY OWNER,
ARCHITECT AND STRUCTURAL ENGINEER OF ALL
0I5GREPANGIE5 THAT REQUIRE REWORK OF THE
PROPOSED DRAWINGS.
2. THESE SECTION DRAWINGS ARE FOR
ARCHITECTURAL GOORDINATI0 AND
REPRESENTATION ONLY - SEE STRUCTURAL
DRAWINGS FOR FRAMING SELECTIONS.
3. VERIFY ALL INTERIOR WALL AND GEILING FINISHES,
INTERIOR DOORS AND DOOR TRIM AND INTERIOR
WINDOW TRIM WITH ARCHITECT AND OWNER PRIOR
TO PURCHASE AND INSTALLATION.
4. SEE GENERAL NOTES SHEET A2.0 AND COVER
SHEET FOR ADDITIONAL INFORMATION.
5. ALL FINISH 6RADE5 TO DRAIN AWAY FROM
BUILDING.
6. (E) = EXISTING
(N) = NEW
I HOUR ABSEMBLY NOTES:
I. PROVIDE ONE-HOUR WALL $ GEILING ASSEMBLIES
FOR ONE HOUR FIRE RE515TIVE SEPARATION
BETWEEN DWELLING UNITS.
2. ALL ONE HOUR ASSEMBLIES TO MEET
REGUIREMENT5 OF 8302.3 OF THE 2012
INTERNATIONAL RESIDENTIAL GODE.
3. USE FIRE RATED GAULKIN6 AT ALL INTERSECTIONS
OF WALL TO GEILING.
4. ALL DOORS IN ONE HOUR ASSEMBLY TO BE I HOUR
FIRE ASSEMBLIES.
5. SEE A6 DRANIN65 FOR I HOUR SEPARATION
LOCATIONS.
TYPICAL CONSTRUCTION NOTES
NEW ROOF CONSTRUCTION ® 2:12 ROOFS
STANDING SEAM METAL ROOF (COLOR = DARK GRAY) ON HIGH
TEMPERATURE SELF-ADHESIVE FULL GOVERA&E WATERPROOF
MEMBRANE OVER ROOF SHEATHING ON ROOF FRAMING (SEE STRUGT)
WITH FOAM INSULATION (R -4q MIN) ON 6 MIL VAPOR BARRIER.
NEW ROOF CONSTRUCTION a EXTERIOR ROOFS
(® NORTH ELEVATION)
STANDING SEAM METAL ROOF (COLOR = DARK GRAY) ON HIGH
TEMPERATURE SELF-ADHESIVE FULL GOVERA6E WATERPROOF MEMBRANE
OVER ROOF SHEATHING ON ROOF FRAMING (SEE STRUGT)
NEW SHINGLES ® EXISTING ROOF CONSTRUCTION
"GAF" GLASS A ASPHALT SHINGLES (COLOR = WEATHERED WOOD) ON
30# ROOFING FELT OVER SELF-ADHESIVE FULL GOVERAGE WATERPROOF
MEMBRANE ON EXISTING ROOF FRAMING
NEW EXT WALL CONSTRUCTION
EXTERIOR WALL MATERIAL (SEE BUILDING ELEVATIONS) ON BUILDING
WRAP ON WALL 5HEATHIN6 ON 2X FRAMIN6 (SEE STRUGT) WITH
CELLULOSE INSULATION (R-20 MIN). SEE STRUCTURAL DRAWINGS FOR
SHEAR $ BEARING WALL SPECIFICATIONS. GYP BOARD ON 6 MIL
VAPOR BARRIER AT INTERIOR.
NEW FLOOR CONSTRUCTION
FINISH FLOOR MATERIAL ON CONCRETE TOPPING WITH HYDRONIG HEAT
TUBING ON FLOOR FRAMIN6 (SEE STRUGT) w/SOUND ATTENUATION
INSULATION.
NEW TOPPING a EXISTING EAST UNIT MAIN LEVEL FLOOR
FINISH FLOOR MATERIAL ON CONCRETE TOPPING WITH HYDRONIG HEAT
TUBING ON EXI5TIN6 FLOOR FRAMING. NOTE: NO CONCRETE TOPPING
AT EAST BATH 2/VANITY 2.
NEW BASEMENT/GONGRETE WALL CONSTRUCTION
w/NEW WALL ABOVE ROOF -
DRAINAGE MAT (AS NECESSARY) ON 2" RIGID INSULATION (R-5 MIN) ON
13
12
14
PASSIVE RADON VENTING. LOCATION TO BE DETERMINED. PROVIDE
2—
(N) SIDING TO MATCH EXI5TIN6 ® (N)
(24" ABOVE GRADE AT WEST WALL OF EAST UNIT). 2" FOAM
EXI5T
2 1/2±
EXISTING CANTILEVER ® WEST STAIR
VAPOR BARRIER o INTERIOR.
MINIMUM REQUIRED R AND U VALUES FOR THIS PROJECT
E
NEW SAND SET GONG PAVERS
NEW CONCRETE 5LAB CONSTRUCTION
(HEATED) 0 ENTRY WALK
CONCRETE SLAB vi/HYDRONIG HEAT TUBING ON 10 MIL VAPOR BARRIER
EXI5T
ON 4" GRAVEL (PEA GRAVEL OR LARGER) ON GRADE (SEE
MAIN LEVEL WEST
STRUCTURE). R -I5 INSULATION. AT VAPOR BARRIER OVERLAP 12
WEST
,
TAPE AND SEAL ALL PENETRATION AND E06E5. - PROVIDE 4" PVG
EXIST
THROUGH SLAB TO GRAVEL LAYER (SEAL VAPOR BARRIER
or R-13 GAV+R-5 GONT
OILT.O.
z HALL
GUARDRAIL
NEW WINDOW U -VALUE =0.32
co
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Wat)O
iz W-�16
PER CODE \
EXI5T
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Design Review
-
o
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By Warren Campbell at 10:30 am, Aug 28, 2014
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SEE NOTE a RIGHT
L
�
E
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Z
WEST
\
WEST
EAST EAST
�(E)
BATH I
BED 2
13ATH 2 VANITY 2
�NE57
-23
46
42
-22
E-2 7 E-216
ENTRY
-22
/ (E) WEST
GRAWLSPAGE \� \
- -- - - - --- -- -- - - - WEST
TAKE GRADE BACK FROM (N) HALL
FOOTING RE: STRUGT
I
BUILD 1 NG SECTION E
L: SCALE: 1/4" = 1'-0"
0 1 2 4 8
EXTERIOR WALL
BEYOND (SOUTH WALL
OF EAST UNIT)
(E) FOUNDATION AND
(E) FLOOR FRAMING
O
NEW ROOF CONSTRUCTION
SEE NOTE @ RIGHT
FURR GEILING 50
PITCH ® EACH 51DE
OF RIDGE MATCH
(N) RIDGE
T.O. SHEATHING
EL. 822q'-5 3/4"
(822q.48')
VERIFY LOCATION WOWNER $
ARCH BEFORE IN5TALLIN6 WINDOW
NEW BEAM RE: STRUGT
(N) UPPER LEVEL - WEST
T.O. GONG TOPPING
EL. 8220'-2 3/8"
(8220.20')
ADD CELLULOSE INSULATION AND
FURR (E) 2X4 FRAME WALL TO ALIGN
SECTION LEGEND:
NEW CONSTRUCTION
EXI5TIN6 CONSTRUCTION TO
REMAIN
� I I � I -HOUR WALL � CEILING
ASSEMBLIES RE:A6 DRW65
SECTION NOTES:
I. THESE SECTIONS (INGLUDING WALL HEIGHTS, FLOOR
ELEVATION AND ROOF PITCHES) ARE BASED ON
INFORMATION FROM EXISTING DRAWINGS AND SOME
FIELD MEASUREMENTS BUT NOT FROM EXTENSIVE
REVIEW OF A5 -BUILT CONDITIONS. CONTRACTOR
TO VERIFY ALL EXI5TIN6 CONSTRUCTION AND
CONDITIONS IN THE FIELD BEFORE NEW
CONSTRUCTION BEGINS AND NOTIFY OWNER,
ARCHITECT AND STRUCTURAL ENGINEER OF ALL
0I5GREPANGIE5 THAT REQUIRE REWORK OF THE
PROPOSED DRAWINGS.
2. THESE SECTION DRAWINGS ARE FOR
ARCHITECTURAL GOORDINATI0 AND
REPRESENTATION ONLY - SEE STRUCTURAL
DRAWINGS FOR FRAMING SELECTIONS.
3. VERIFY ALL INTERIOR WALL AND GEILING FINISHES,
INTERIOR DOORS AND DOOR TRIM AND INTERIOR
WINDOW TRIM WITH ARCHITECT AND OWNER PRIOR
TO PURCHASE AND INSTALLATION.
4. SEE GENERAL NOTES SHEET A2.0 AND COVER
SHEET FOR ADDITIONAL INFORMATION.
5. ALL FINISH 6RADE5 TO DRAIN AWAY FROM
BUILDING.
6. (E) = EXISTING
(N) = NEW
I HOUR ABSEMBLY NOTES:
I. PROVIDE ONE-HOUR WALL $ GEILING ASSEMBLIES
FOR ONE HOUR FIRE RE515TIVE SEPARATION
BETWEEN DWELLING UNITS.
2. ALL ONE HOUR ASSEMBLIES TO MEET
REGUIREMENT5 OF 8302.3 OF THE 2012
INTERNATIONAL RESIDENTIAL GODE.
3. USE FIRE RATED GAULKIN6 AT ALL INTERSECTIONS
OF WALL TO GEILING.
4. ALL DOORS IN ONE HOUR ASSEMBLY TO BE I HOUR
FIRE ASSEMBLIES.
5. SEE A6 DRANIN65 FOR I HOUR SEPARATION
LOCATIONS.
TYPICAL CONSTRUCTION NOTES
NEW ROOF CONSTRUCTION ® 2:12 ROOFS
STANDING SEAM METAL ROOF (COLOR = DARK GRAY) ON HIGH
TEMPERATURE SELF-ADHESIVE FULL GOVERA&E WATERPROOF
MEMBRANE OVER ROOF SHEATHING ON ROOF FRAMING (SEE STRUGT)
WITH FOAM INSULATION (R -4q MIN) ON 6 MIL VAPOR BARRIER.
NEW ROOF CONSTRUCTION a EXTERIOR ROOFS
(® NORTH ELEVATION)
STANDING SEAM METAL ROOF (COLOR = DARK GRAY) ON HIGH
TEMPERATURE SELF-ADHESIVE FULL GOVERA6E WATERPROOF MEMBRANE
OVER ROOF SHEATHING ON ROOF FRAMING (SEE STRUGT)
NEW SHINGLES ® EXISTING ROOF CONSTRUCTION
"GAF" GLASS A ASPHALT SHINGLES (COLOR = WEATHERED WOOD) ON
30# ROOFING FELT OVER SELF-ADHESIVE FULL GOVERAGE WATERPROOF
MEMBRANE ON EXISTING ROOF FRAMING
NEW EXT WALL CONSTRUCTION
EXTERIOR WALL MATERIAL (SEE BUILDING ELEVATIONS) ON BUILDING
WRAP ON WALL 5HEATHIN6 ON 2X FRAMIN6 (SEE STRUGT) WITH
CELLULOSE INSULATION (R-20 MIN). SEE STRUCTURAL DRAWINGS FOR
SHEAR $ BEARING WALL SPECIFICATIONS. GYP BOARD ON 6 MIL
VAPOR BARRIER AT INTERIOR.
NEW FLOOR CONSTRUCTION
FINISH FLOOR MATERIAL ON CONCRETE TOPPING WITH HYDRONIG HEAT
TUBING ON FLOOR FRAMIN6 (SEE STRUGT) w/SOUND ATTENUATION
INSULATION.
NEW TOPPING a EXISTING EAST UNIT MAIN LEVEL FLOOR
FINISH FLOOR MATERIAL ON CONCRETE TOPPING WITH HYDRONIG HEAT
TUBING ON EXI5TIN6 FLOOR FRAMING. NOTE: NO CONCRETE TOPPING
AT EAST BATH 2/VANITY 2.
NEW BASEMENT/GONGRETE WALL CONSTRUCTION
w/NEW WALL ABOVE ROOF -
DRAINAGE MAT (AS NECESSARY) ON 2" RIGID INSULATION (R-5 MIN) ON
REPLAGE (E) DOOR FRAME AS REG'D
FOUNDATION WATERPROOFING ON CONCRETE FOUNDATION WALL (SEE
PASSIVE RADON VENTING. LOCATION TO BE DETERMINED. PROVIDE
STRUGT). CARRY WATERPROOFING 12" ABOVE GRADE WHERE POSSIBLE
(N) SIDING TO MATCH EXI5TIN6 ® (N)
(24" ABOVE GRADE AT WEST WALL OF EAST UNIT). 2" FOAM
EXTERIOR WALL INFILL BELOW
INSULATION (R-13 MIN) AT INTERIOR LIVING SPACE. GYP BRD ON
EXISTING CANTILEVER ® WEST STAIR
VAPOR BARRIER o INTERIOR.
MINIMUM REQUIRED R AND U VALUES FOR THIS PROJECT
- VERIFY IF INSULATION REQUIRED AT GARAGE
NEW SAND SET GONG PAVERS
NEW CONCRETE 5LAB CONSTRUCTION
(HEATED) 0 ENTRY WALK
CONCRETE SLAB vi/HYDRONIG HEAT TUBING ON 10 MIL VAPOR BARRIER
EXTERIOR WALLS R-20
ON 4" GRAVEL (PEA GRAVEL OR LARGER) ON GRADE (SEE
MAIN LEVEL WEST
STRUCTURE). R -I5 INSULATION. AT VAPOR BARRIER OVERLAP 12
T.O. DEGKIN6
,
TAPE AND SEAL ALL PENETRATION AND E06E5. - PROVIDE 4" PVG
EL. g20a'-O" (820¢.00')
THROUGH SLAB TO GRAVEL LAYER (SEAL VAPOR BARRIER
U
0
PENETRATION). CONTINUE PVG UNINTERRUPTED TO VENT AT ROOF FOR
Nod
N I,-
PASSIVE RADON VENTING. LOCATION TO BE DETERMINED. PROVIDE
NEW SAND SET GONG
ELECTRICAL OUTLET AT ATTIG FOR POTENTIAL IN-LINE FAN
PAVERS (HEATED) ON GONG
INSTALLATION.
SLAB @ WEST ENTRY
MINIMUM REQUIRED R AND U VALUES FOR THIS PROJECT
BUILT IN BENCH AND GUBBIE5
(CLIMATE ZONE (b)
• ROOF/GEILING (TO EXTERIOR) R -4q
NEW GONG WALL CONSTRUCTION
EXTERIOR WALLS R-20
SEE NOTE o RIGHT
FLOOR (TO EXTERIOR) R-30
• BELOW GRADE BASEMENT R-Iq GAV
HALL
or R -I5 GONT
SLAB
or R-13 GAV+R-5 GONT
OILT.O.
SLAB R-10 (ADD R-5 FOR HEATED)
' -O"
EL. b200' -O"
NEW WINDOW U -VALUE =0.32
co
T_
Wat)O
SEE TOWN OF VAIL AMENDMENTS TO DETERMINE IF CONTINUOUS
REQUIRED FOR THIS PROJECT
J
Design Review
M �
Staff Approval
X o
By Warren Campbell at 10:30 am, Aug 28, 2014
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A4.2
BUILDING SECTIONS