HomeMy WebLinkAboutDRB140478 Plans ApprovedMAIN LEVEL PLAN NOTES:
I
HOUR A55EMBLY NOTES:
-
CARPET
FLOOR PLAN
LEGEND
I.
SEE "GENERAL NOTES" SHEET A2.0 FOR
I.
PROVIDE ONE-HOUR HALL
$ GEILIN6
o
U
ENTRY
ADDITIONAL INFORMATION.
HEAD - TYPICAL AT ALL NEW AND
REMODELE BATHROOMS
ASSEMBLIES FOR ONE HOUR
FIRE
I
NEW FRAME WALLS w/GELLULOSE
-208
TILE
3 R
WOO
5-0"
RESISTIVE SEPARATION
BETWEEN
�
SOUND INSULATION
2.
EAST UNIT (EXCEPT AT EAST BATH2/VANITY2) TO
T _T F I
UP
N
DWELLING UNITS.
GLOSET
SYSTEM
_ - _ _
Waco
00
HAVE CONCRETE TOPPING ON (E) AND (N) FLOOR
Ca
J
I
EXISTING GONSTRUGTION
04 O
. I x_611
DEGKIN6 w/IN-FLOOR HYDRONIG HEAT.
2.
ALL ONE HOUR A55EMB
IES TO MEET
�
TO REMAIN
5-2"
ca
+
EXISX15
REQUIREMENTS OF R302.3
OF THE
MI ROR
V
3.
EAST BATH 2/VANITY 2 TO HAVE ELEG MAT OR
5 I/2"
2
73'-7 1/2"
INTERNATIONAL RESIDENTIAL
CODE.
I -HOUR (WALL) ASSEMBLY - RE: BLDG
SMALL HYDRONIG TUBES IN 1/2" GROUT BED 2.
J
~
A42
J
SEGTIONS AND A6 DRW65 FOR GEILIN6
W-21/2"
(W DECK
DOWNSPOUT FROM ABOVE TO
CONCRETE SPLASH BLOCK 0
GRADE
3.
USE FIRE RATED CAULKING
AT ALL
I
F
4.
REPLACE ALL VANITY CABINETS, VANITY TOPS,
00 m
INTERSECTIONS OF HALL
TO GEILIN6.
Lu
ASSEMBLIES
LAVATORIES AND TOILETS AT BATH 2/VANITY 2.
4.
ALL DOORS IN ONE HOU
ASSEMBLY TO
CONCRETE SPLASH
NEW SMOKE DETEGTOR -
5.
VERIFY FLOOR ELEVATIONS IN FIELD.
BE I HOUR FIRE ASSEMBLIES.
TILE
N
HARDWIRED w/BATTERY BACKUP
BLOCK a GRADE
COORDINATE WITH ARCHITECT IF NEW STAIR RISER
D
HEIGHTS EXCEED 7 1/2".
5.
SEE A6 DRAWIN65 FOR
SEPARATION LOCATION
I HOUR
.EXISTING
(�)E
SMOKE OETEGTOR
6.
ALL NEW FINISHES AT WALL INFILL TO MATCH
A4.1
VERIFY LOCATIONS � CONDITION -
ADJACENT WALLS.
REPLAGE AS NEGE55ARY
7.
VERIFY GL05ET SYSTEM/LAYOUT WITH OWNER
BEFORE INSTALLATION.
201-011±
8'-4"
8.
VERIFY DROPPED GEILINC75 AND
GEILIN6
EXI5TIN6
VERIFY - MATCH EXI5TIN6
GONF16URATION w/OWNEIR ANDARCHITECT
BEFORE
W4LL5 ® 5TAIR ABV
FRAMING.
q.
PROVIDE HUMIDIFICATION SYSTEM
@ WEST UNIT.
REFER TO MECHANICAL AND PLU
BINE DRAWINGS.
10.
(E) = EXISTING
(N) =NEW
REPLACE (E) L 16HT FIXTURE WITH
(N) FULL GUT -OFF STYLE PER TOWN
CODE - VERIFY L16HT FIXTURE
WOHNER
Z_ SITE WALL SHOWN ON
5/24/2014 PERMIT DRAWIN65
WILL NOT BE BUILT
I
z
0
z
_H
w
m =
� Q
0
Z
Lu
LINE OF (N) DECK ABOVE
WOOD BEAMS (STAINED) AND IX
T86 SOFFIT (NATURAL) AT
UNDERSIDE OF (N) DECK ABOVE
8X8 WD COLUMN w/b" HIGH
STEEL COLLAR 9 BASE (TVP)
+1 Z
O N
m x
Lu
WOOD BEAM AT UNDERSIDE
OF DECK ABOVE (TYP)
(N) EXTERIOR RECESSED
L16HTS IN SOFFIT
UNDERSIDE OF DECK
(8 THUS)
WOOD BEAMS (STAINED) AND IX
T�6 SOFFIT (NATURAL) AT
UNDERSIDE OF (E) BLDG
CANTILEVER
N
ADD STONE VENEER AND GAP
TO EXISTING RETAININ6 WALL -
COLUMN TO BE CENTERED UNDER
STRUGT BEAM ATTACHED TO
BUILDING CANTILEVER RE:
STRUCTURE
ON
(2) 5" R'
w
+1 z
�r
N W O V- I n ^III
b'-2 1/2"
(N) FRAME WALLS TO
INFILL BELOW (E)
SAND SET CONCRETE PAVER CANTILEVER ABOVE
WALK (HEATED) RE: SITE PLAN 2
EQ 4'-0 3/4" EQ
R.O.
ON
AA
N �
5
WD HAD GRIP 51/2" 21/2" WEST 2 1/2"
PER CODE (TYP) W -III
CARPET
EXISTING TO
I
I
3s (E) W T — (
BATT#
]� GONG PAVER STEPS - -
73'-7 I/2" A4.1 RE: SITE PLAN - - _ - -
SAND SET CONCRETE PAVERS
TO MATCH EXISTING FOOTPRINT r
METAL GUARDRAIL @ - - - (HEATED) a DRIVE AND WALK
27'-10" ENTRY WALK (TYP) 5'-Q I/2° RE: SITE PLAN
EXI5TIN6 IFY - MATCH EX15T
STL PLATE TOP RAIL AND FULL LENGTH SHOWER DTN WALL BELOW
SUPPORTS w/ GABLE RAIL @ 11-01/211 TROUGH DRAIN
GUARDRAIL BELOW - MOUNT
RAILING POSTS AT CENTER OR 23/4 3/4"
WEST SIDE OF GONG WALL (NOT 2'-b 3/4" 2'-b 3/4" 2'-b 3/4"51/2"
249 3/4" 4'-10" I
VENEER) TO CLEAR LOWER ROOF
R.O. R.O. R.O. R.O. � I
STANDING SEAM MTL ROOF 0
SHED ROOF BELOW
LINE OF (N) ROOF N HAND GRIP PER CODE
ABOVE N (TYPICAL)
O G O O Ln
SAND SET GONCRETE PAVER WALK
[A =_ - - J AND STAIRS (ON SLAB OVER TRASH
5I/2" ,n 13'-2 u� I' -O' 5 I/2" b'-3 I/2" 3'-D" ROOM) RE: SITE PLAN
m o MIRROR 51/2" -
0 - EAST LINE OF TRASH ENGL05URE
BUILT IN VAN GAB 5� n' BATH I WALLS BELOW
BOOKSHELF s � E-201
NEW 6A5 APPLIANCE ,n N
w/LIBRARY 1z 40" TALL
LADDER GAB I NET - TILE o
`~ (N) EXTERIOR LIGHT FIXTURE - FULL
BUILT IN BOOKSHELVES, k J,EAST GUT -OFF STYLE PER TOWN CODE (TYP
DESK GABINETRY `{' EAST
BEDROOM I - I2 _ GL_® I FIXTURE Ew//OWNER) -VERIFY LIGHT
F � m CARPET
A42 o ry GLOSET
SYSTEM Q DOWNSPOUT FROM ABOVE TO
EAST I'-5" ON ® GONGRETE SPLASH BLOCK
E �? D SSING I GPT (U6"R z GRADE
A42 0 -
F
3 I/2" -?" 2'-7" 5'-b 1/211 N R.O. o
Q,7
VERIFY WING WALL OR CABINET
o N 3 I/2'IIR/IS 3 I/2 `Q t P AB `n PANEL w/OWNER BEFORE FRAMING
'SAND SET CONCRETE `r a
PAVERS (HEATED) RE '- o DW °o° 3 42" REFRI6 G) 0 15 N - LINE OF ROOF ABOVE
SITE PLAN O
o m o T.O. (N) DEGKINC�
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FIXTURE TO REMAIN -2O 5 1/2" -206 WELEG OVEN BELOW A
(2 THUS) C > ' 5'-1 1/2" 5 -II 1/2" 15-41/2" AND HOOD ABOVE 5'-411 '
A4.0
08'-2" JL 51/2" 51/2"'
I I I I I I I
DN 11,
17R m
E) WEST • (N) 14" HOOD
STA I R TREADm
W-221 ON (E) wOO oe'-7" +' F_SAND SET CONCRETE
(E) WEST TILE 15 R W � rL_ F_ F_ (E) UP S ST UP N z PAVER PATIO
BEDROOM 4 0V4000
EX15T m _2O 15 R m T.O. (N) DEGKIN6 (N) GAEINETRY - T N
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(E) CARPET w
_
T.O. (E) DEGKIN6 I `n WOOD COLUMN (2) 5 R � 12" SANDSET CONCRETE
PAVER STEP
(E) WEST 32 �, EAST RE: STRUGT
33 EL. ,520c'-0" EN® LL (E) TILE (ru HA2 S HAND GRIP B I
s 22 EAST
OE r� (E) GPT (E) TILE G��K (E) TILE DR I IL
E-212 PER GORE o A4.0
Fa WOOD EXTENT OF NEW '-5 1/2"
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5
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E-216 E-210 T.O. (E) DEGKIN6
(E) WEST TILE N EAST WOOD w
BEDROOM �7 0 8 a LAU 2DRY 18„ L. 8 oq'-8 I/4"
(E) TILE WE T n' EXISTING MEGH FLUE AND AIR o
® ® 36 L ND _ RE All DUCTS IN BACK WALL OF
NLAUNDRY RE: MEGH
(E) WEST -22 o TIL GPT O 00 0_
REMOVE (E) WD BURNING HALL (E) TILE VAN a — I (� ll % 0
O2 CS FIREBOX -REPLAGE WITH (N) -22 EXISTIN GAB CEILING BREAK LINE `
GAS APP (E) TILE RELOGA MIRROR S STONE VENEER (N)
31/2" 5'-I" „ CHIMNEY
SAND SE CONCRETE �'- " z VERIFY WALL DIM WITH 3-3 I/4 I -I I/2
off IN K GLEARANGES REQUIRED o NEW 36" "ISOKERN -
PAVER P TIO °� WALL MOUNTED -
N ABOVE REVISE (E) � BEDROOM 2 � �° MEGH DRW65
ELEG PANEL EXIST N6 ID
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CARPET 0. 2' 1/2" WITH GLASS "A" MTL
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O EAST VE IFY w/ = Q FLUE
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X
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SH R 4'-2 1/2" '- CELLULOSE SOUND WOOD Q
(E) WEST 01 1/2" INSULATION AND 5/8" 0
VAN SOUNDBOARD DRYWALL @ 2
W BATHS Ye5T - GAB (E) WALL 12" SANDSET GONGRETE
3q -226 HALL 2
iv PAVER STEP
® _22 MIRROR Ye5T 2
CARPET 41 BEDROOM 2
m -22 O
n CARPET O
— 42
41-21/211
ADD FULL DEPTH 43 3 1/2" (D4-01 EQ
GELLUL05E SOUND WEST -
O INSULATION AND 5/8" DRESSING 2' MIN
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® ® ® (E) WALL CARPET 31/2"I10.1 s° a t SLAB wEHEAT HED FLOOLEVEL R, POUR (N)
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BEDROOM I "--t m �cv FIXED AND HAND HELD SHOWER
{
0
-
CARPET
O
Q00 CSO
F-
EAST
EAST
_
46
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HEAD - TYPICAL AT ALL NEW AND
REMODELE BATHROOMS
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E
o
NEW PATIO SLIDING DOOR
IN (E) OPEN I N6 (TYP OF 2) +n
-208
TILE
3 R
WOO
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31/2"
M
0
�
512"
5-01/2"
5L0
EQ
NEW WOOD STAIR (CLOSED
RISERS) w/GABLE RAILS
ON WOOD 5TRIN6ER5
>n
16-3 3/4" ±
MATCH EXI5TIN6
FDTN WALL BELOW
MAIN LEVEL EL FLAN
A2_V 5GALE: 1/4" = 1'-0" NORTH
NOTES:
I. THESE DRAWINGS ARE BASED ON INFORMATION FROM
EXISTING DRAWING AND SOME FIELD MEASUREMENTS BUT NOT
FROM EXTENSIVE REVIEW OF AS -BUILT CONDITIONS.
O 1 2 4 8 CONTRACTOR TO VERIFY ALL EXISTING GONSTRUGTION AND
CONDITIONS IN THE FIELD BEFORE NEW CONSTRUCTION
BEGINS AND NOTIFY OWNER, ARGHITEGT AND STRUCTURAL
ENGINEER OF ALL DISGREPANGIE5 THAT REQUIRE REWORK
OF THE PROPOSED DRAWINGS.
Design Review
Staff Approval
TOWN OF VAIL
j By Warren Campbell at 1:06 pm, Oct 24, 2014
0
-
CARPET
O
Q00 CSO
F-
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_
46
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31/2"
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5-0"
31/2"
m
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5-5"
0
512"
5-01/2"
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2-b 3/bREMOVE (E) WINDOW INFILL/PATGH
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EXTERIOR MATERIALS TO MATCH
(n
MI ROR
V
J
E
5 I/2"
2
73'-7 1/2"
I
I -I/2" FURRING SET I/2" OFF
GONG WALL - TYP THIS AREA
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GONG FDTN HALL RE:5TRUGT
- TYP TH 1 S AREA
W-21/2"
(W DECK
DOWNSPOUT FROM ABOVE TO
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GRADE
REST
OWNER
CLOSET I
WEST
VANITY
I
F
WEST
BATH I
FULL LENGTH SHOWER
TROU6 DRAIN
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CARPET
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MAIN LEVEL PLAN
D
A4.1
EQ
NEW WOOD STAIR (CLOSED
RISERS) w/GABLE RAILS
ON WOOD 5TRIN6ER5
>n
16-3 3/4" ±
MATCH EXI5TIN6
FDTN WALL BELOW
MAIN LEVEL EL FLAN
A2_V 5GALE: 1/4" = 1'-0" NORTH
NOTES:
I. THESE DRAWINGS ARE BASED ON INFORMATION FROM
EXISTING DRAWING AND SOME FIELD MEASUREMENTS BUT NOT
FROM EXTENSIVE REVIEW OF AS -BUILT CONDITIONS.
O 1 2 4 8 CONTRACTOR TO VERIFY ALL EXISTING GONSTRUGTION AND
CONDITIONS IN THE FIELD BEFORE NEW CONSTRUCTION
BEGINS AND NOTIFY OWNER, ARGHITEGT AND STRUCTURAL
ENGINEER OF ALL DISGREPANGIE5 THAT REQUIRE REWORK
OF THE PROPOSED DRAWINGS.
Design Review
Staff Approval
TOWN OF VAIL
j By Warren Campbell at 1:06 pm, Oct 24, 2014
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A 2.1
MAIN LEVEL PLAN
UPPER LE1/EL PLAN NOTES:
I. SEE "GENERAL NOTES" SHEET A2.0 FOR
ADDITIONAL INFORMATION.
2. CONCRETE TOPPING PON -FLOOR HYDRONIC HEAT 15-11/2"
AT ALL NEW FLOOR CONSTRUCTION. TO MATCH EXI5TIN6 FOOTPRINT
3. VERIFY FLOOR ELEVATIONS IN FIELD. 20'-0" ± V-4 3/256"
COORDINATE WITH ARCHITECT IF NEW STAIR RISER
HEIGHTS EXCEED 7 1/2". EXISTING EXI5TIN6 EXISTING
4. VERIFY CLOSET SYSTEM/LAYOUT WITH OWNER EG B b'-0 3/4" EG B 51-03/411 1 12 51-03/411
BEFORE INSTALLATION.
EQ A R.O. R.O. EQ A
5. VERIFY DROPPED GEILIN65 AND GEILIN6
FLOOR PLAN LEGEND
FF
GONFI6URATION W/OWNER AND ARCHITECT BEFORE
coo coo
\\ WOOD I/2 WALL
DOWN TO 36 AFF AT
FRAMI N6.
o X
REMOVE EXISTING THE LOFT
ROOM - FRAN
U
NEW FRAME WALLS vi/CELLULOSE
FLOOR AT LO'.
6. PROVIDE HUMIDIFICATION SYSTEM a WEST UNIT.
SOUND INSULATION
®
REFER TO MECHANICAL AND PLUMBING DRAWINGS.
(E) WEST
i2
EXISTING GONSTRUGTION
Q
EL.
(E) COLUMN TO BE REMOV�
7. (E) = EXISTING
TO REMAIN
(E) GRPT
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DWELLING UNITS.
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BAY - TYP OF FOUR
LINE OF (N) SHED
ROOF ABOVE —
SAND SET CONCRETE
PAVERS ON SLAB ON
WATERPROOFING ON
DECK FRAMING RE:
5TRUCT - SLOPE 1/8"/FT
STL PLATE TOP RAIL AND
SUPPORTS W GABLE RAIL
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STYLE PER TOWN GODS - VERIFY METAL RAIL ON WOOD STRINGER g
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STYLE PER TOWN GODS - VERIFY METAL RAIL ON WOOD STRINGER g
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II
II
II
I
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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.6q9
TO MATCH EXISTING
ENTRY LEVEL EAST
T.O. (N) DEGKIN6
EL. 8208'-1 1/4"
(8208.10')
�—PLAGE FLASHIN6 UNDER LAST LAYER
OF SIDING AND DOWN 6"± BELOW
GRADE AND OVER TOP E06E OF
FOUNDATION INSULATION (TYP)
6ARA6E EAST
OIL T.O. (N) SLAB
Design Review EL. 8200.0'
Staff Approval
TOWN OF VA I L� � . By Warren Campbell at 1:05 pm, Oct 24, 2014
MAIN LVL WEST
T.O. (E) DEGKIN6
EL. 8206'-0"
(820q.00')
EXTERIOR MATERIALS
ROOFING METAL RIB - DARK GRAY
ASPHALT 5HIN&LE - GAF - WEATHERED WOOD
SIDING CEDAR - HORIZ; Ix8 LAP - COLOR TO
MATCH EXISTING
- VERT; TO MATCH EXISTING
CORNER METAL - "X" CORNER MOLDING
DETAIL 3/4" EXPOSURE
(EAST SIDE)
OTHER WALL STONE - M055ROCK - 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 EXISTING
WINDOW TRIM BRICK MOLD - PAINT TO MATCH EXISTING
(WEST SIDE)
WINDOW TRIM CEDAR - 2X8, SMOOTH - NATURAL
(EAST SIDE)
DOORS GARAGE - FROSTED GLASS PANEL
EAST ENTRY - FROSTED 6LA55 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 - GRAY
ENCLOSURE WOOD DOORS - 51DIN6, 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 WOWNER
ELEI/ATION NOTES:
I. THESE ELEVATIONS (INGLUDING WALL HEIGHTS,
FLOOR ELEVATION AND ROOF PITGHE5) ARE BASED
ON INFORMATION FROM EXISTING DRAWINGS AND
SOME FIELD MEASUREMENTS BUT NOT FROM
EXTENSIVE REVIEW OF A5 -BUILT CONDITIONS.
CONTRACTOR TO VERIFY ALL EXISTING
CONSTRUCTION AND CONDITIONS IN THE FIELD
BEFORE NEW CONSTRUCTION BEGINS 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
CONSTRUCTION NOTES SHEET A4.0 AND COVER
SHEET FOR ADDITIONAL INFORMATION.
3. PLACE FLASHIN6 UNDER LAST LAYER OF SIDING
(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 FIN15H GRADES TO DRAIN AWAY FROM
BUILDING.
8. (E) = EXISTIN6
(N) = NEW
LEGEND:
NEW CONSTRUCTION
EXISTING CONSTRUCTION TO
REMAIN
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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
IX VERTICAL WOOD
51 D I N& TO MATCH
EXISTING
"FRY RE&LET" (OR EQUAL) X CORNER
MOLDING - 3/4" EXPOSURE
TYP o HORIZONTAL LAP 5I0IN6
UPPER LEVEL EAST
OIL T.O. (N) DEGKIN6 12
EL. 8220'-0 7/8" 2 F
(8220.079 —
NEW GLAD WINDOWS `
2x8 WOOD WINDOW TRIM
SAND SET CONCRETE PAVER
WALK (HEATED) RE: SITE PLAN
EAST BEDROOM I
MAIN LEVEL EAST 2 2
OIL T.O. (N) DEGKIN6
EL. 820q'-8 1/4" (520C1.6C19 �
TO MATCH EXISTING
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
EL. a2261-1" ,
(8226.0,5')
(N) DOWNSPOUT WHEAT TAPE TO
CONCRETE SPLASH BLOCK a GRADE
UPPER LVL WEST
T.O. (E) DEGKIN6
EL. 8218'-I "
(8218.08)
BEAMWORK a SOFFIT
® UNDERSIDE OF
CANTILEVER
SLOPED STONE
GAP ON (E) GONG
RETAINING WALL -
MAIN LVL WEST
T.O. (E) DEIN
— — —
EL. 82011'-O"
(82011.00')
NEW STONE VENEER o
EXISTING SITE WALL
NEW 8X8 WD COLUMN ON (E) GONG
RETAINING WALL
LOWER (E) SOFFIT a BLDG 3.1
CANTILEVER TO ALIGN w/B.O.
NEW DECK
REMOVE EXISTIN6 SKYLIGHTS
AND EXTEND ROOF I
BUILD UP AT 5TRGUT BEAM '
TO EXTEND EAVE - VERIFY-* --7\
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2
AG LASHING UNDER LAST LAYER
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6RADE AND OVER TOP EDGE OF
FOUNDATION INSULATION (TYP)
T1 I
NET 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 ---------------
L
SOUTH ELEVATION
REMOVE (E) WINDOW -
PATGH/FILL OPENING TO
MATCH (E) WALL (TYP)
E D
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
\ Z
"",
2 PIECE WOOD FASCIA
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(N) SIDING TO MATCH EXISTING
(N) DORMER WALL
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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"
=
101-01,NEW STAIR w/WOOD TREADS 4
REBUILD EXI5TIN6 RISERS (GL05ED RISERS) AND
WATERPROOF DECK GABLE RAIL ON WOOD STRINGER
- VERIFY RISER HE16HT INFIELD
BEFORE FRAMING STAIR - ADD
RISERS/TREAD AS NECESSARY
TO MAINTAIN 7-3/4" OR LE55
RISER HE16HT
II I II
II I II
I I I I I
II � I II
METAL FRAME w/WELDED
WIRE MESH INFILL @ NEW
CHIMNEY GAP
2
NEW STONE VENEER
NEW FLUE CHASE
NEW 2 PIECE FASCIA TO
MATCH EXISTIN6
EAVE EAST
T.O. (N) SHEATHING
EL. 8233'-a 5/8"
(8233.80')
WOOD BRACE
IXS 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')
O IV-/--
Y� ANGLED BRACE
DOWNSPOUT WHEAT
TAPE BEYOND
MAIN LEVEL EAST
OIL T.O. (E) DEGKIN6
EL. 820q'-8 1/4"
(820q.661)
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
ASPHALT SHIN6LE
- GAF - WEATHERED WOOD
SIDING
CEDAR
- HORIZ; Ix8 LAP - COLOR TO
O X
MATCH EXI5TIN6
U
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CORNER
METAL
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3/4" EXPOSURE
(EAST SIDE)
C
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STONE
- M055ROGK - GRAY
FASCIA
WOOD
- TO MATCH EXI5TIN6
SOFFITS
WOOD
- 1x& T � 6 NATURAL
GUTTERS $
GALVANIZED
- DARK BROWN
DOWNSPOUTS
METAL
�e
WINDOWS
WOOD/GLAD
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WINDOW TRIM
BRICK MOLD
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(WEST SIDE)
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(EAST SIDE)
aJ
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Q
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>
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CHIMNEYS
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STONE
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as
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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
CONSTRUCTION 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
01! Staff Approval
By Warren Campbell at 1:05 pm, Oct 24, 2014
TOWN OF VAIL 'L
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BUILDING ELEVATIONS
NEW ROOF GONSTRUGTION
SEE NOTE a R16HT
NEW 2 PIECE FASCIA TO
MATCH EXISTING
(N) RIDGE
OL T.O. SHEATHING
EL. 822q'-5 3/4"
2
IX VERTICAL WOOD SIDING
TO MATCH EXISTING
"FRY RE6LET" (OR EQUAL) X CORNER
MOLDING - 3/4" EXPOSURE
TYP a HORIZ LAP 51DIN6
OIL T.O. GONG TOPPING
EL. 8220'-2 3/8"
UPPER LEVEL EAST
Ilk T.O. (N) DEGKIN6
EL. 8220'-O 7/8"
(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"
(b20q.(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"
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 NINDON SILL
(E) UPPER LEVEL WEST
T.O. DEGKIN6 - -
EL. 8218'-I "
(8218.08')
FURR a NEW FRAME WALL TO
ALIGN W/FURRIN6 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 GONST
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 -
B 2 G
A4.0 A4.I
WELDED WIRE MESH IN METAL
FRAME @ (N) CHIMNEY GAP
EXTEND CHIMNEY TO BE TWO FEET
I ABOVE ANYTHING WITHIN 10 FEET
I2
(N) STONE VENEER
(N) FLUE CHASE
2 I 2 I METAL FLASHING
I ROOF AT EAST
L I V I N6 ROOM BEYOND
WE5T
HALL I
/ W-316
51
I I 12
\ � 2
— I
EAST EAST WEST WEST
A' E57 1/ANITY 2 E3ATH 21, OM 2 BATH I
N RY E-216 217 -22 -23
7
32 is I
— I 1
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(E) WEST I
GRAWLSPAGE
ADD SOUND ATTENUATION INSULATION AND
(N) GYP BOARD a (E) FLOOR FRAMING
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BEYOND (SOUTH WALL
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(E) FOUNDATION AND
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SEE NOTE @ RIGHT
a
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ALIGN W/FURRIN6 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 GONST
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 -
B 2 G
A4.0 A4.I
WELDED WIRE MESH IN METAL
FRAME @ (N) CHIMNEY GAP
EXTEND CHIMNEY TO BE TWO FEET
I ABOVE ANYTHING WITHIN 10 FEET
I2
(N) STONE VENEER
(N) FLUE CHASE
2 I 2 I METAL FLASHING
I ROOF AT EAST
L I V I N6 ROOM BEYOND
WE5T
HALL I
/ W-316
51
I I 12
\ � 2
— I
EAST EAST WEST WEST
A' E57 1/ANITY 2 E3ATH 21, OM 2 BATH I
N RY E-216 217 -22 -23
7
32 is I
— I 1
0_ \
(E) WEST I
GRAWLSPAGE
ADD SOUND ATTENUATION INSULATION AND
(N) GYP BOARD a (E) FLOOR FRAMING
i
EXTERIOR WALL
BEYOND (SOUTH WALL
OF EAST UNIT)
(E) FOUNDATION AND
(E) FLOOR FRAMING
G
SECTION LEGEND:
NEW CONSTRUCTION
EXI5TIN6 CONSTRUCTION TO
REMAIN
I -HOUR WALL $ GEILIN6
ASSEMBLIES RE:A& ORW65
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 AS -BUILT CONDITIONS. CONTRACTOR
TO VERIFY ALL EXISTIN6 CONSTRUCTION AND
CONDITIONS IN THE FIELD BEFORE NEW
CONSTRUCTION BE61N5 AND NOTIFY OWNER,
ARCHITECT AND STRUCTURAL ENGINEER OF ALL
DISCREPANCIES THAT REQUIRE REWORK OF THE
PROPOSED DRAWINGS.
2. THESE SECTION DRAWINGS ARE FOR
ARCHITECTURAL COORDINATION AND
REPRESENTATION ONLY - SEE STRUCTURAL
DRAWINGS FOR FRAMING SELECTIONS.
3. VERIFY ALL INTERIOR WALL AND GEILIN6 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 $ GEILIN6 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 GEILIN6.
4. ALL DOORS IN ONE HOUR ASSEMBLY TO BE I HOUR
FIRE ASSEMBLIES.
5. SEE Ab DRANIN65 FOR I HOUR SEPARATION
LOCATIONS.
TYPICAL CONSTRUCTION NOTES
NEW ROOF CONSTRUCTION o 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 ® EXTERIOR ROOFS
(® NORTH ELEVATION)
STANDING SEAM METAL ROOF (COLOR = DARK GRAY) ON HIGH
TEMPERATURE SELF-ADHESIVE FULL GOVERA6E WATERPROOF MEMBRANE
OVER ROOF SHEATHIN6 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 GOVERA6E WATERPROOF
MEMBRANE ON EXISTIN6 ROOF FRAMING
NEW EXT WALL CONSTRUCTION
EXTERIOR WALL MATERIAL (SEE BUILDING ELEVATIONS) ON BUILDING
WRAP ON WALL 5HEATHIN6 ON 2X FRAMIN6 (SEE STRUGT) KITH
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 ® EXISTING EAST UNIT MAIN LEVEL FLOOR
FINISH FLOOR MATERIAL ON CONGRETE TOPPING WITH HYDRONIG HEAT
TUBING ON EXI5TIN6 FLOOR FRAMING. NOTE: NO CONCRETE TOPPING
AT EAST BATH 2/VANITY 2.
NEW BASEMENT/GONGRETE WALL CONSTRUCTION
DRAINAGE MAT (AS NECESSARY) ON 2" RIGID INSULATION (R-5 MIN) ON
FOUNDATION WATERPROOFING ON CONCRETE FOUNDATION WALL (SEE
STRUGT). CARRY NATERPROOFIN6 12" ABOVE GRADE WHERE POSSIBLE
(24" ABOVE GRADE AT WEST WALL OF EAST UNIT). 2" FOAM
INSULATION (R-13 MIN) AT INTERIOR LIVING SPACE. GYP BRD ON
VAPOR BARRIER o INTERIOR.
- VERIFY IF INSULATION REQUIRED AT GARAGE
NEW CONCRETE SLAB CONSTRUCTION
CONCRETE SLAB vi/HYDRONIG HEAT TUBING ON 10 MIL VAPOR BARRIER
ON 4" GRAVEL (PEA GRAVEL OR LARGER) ON GRADE (SEE
STRUCTURE). R -I5 INSULATION. AT VAPOR BARRIER OVERLAP 12",
TAPE AND SEAL ALL PENETRATION AND E06E5. - PROVIDE 4" PVG
THROUGH SLAB TO GRAVEL LAYER (SEAL VAPOR BARRIER
PENETRATION). CONTINUE PVG UNINTERRUPTED TO VENT AT ROOF FOR
PA551VE RADON VENTING. LOCATION TO BE DETERMINED. PROVIDE
ELECTRICAL OUTLET AT ATTIG FOR POTENTIAL IN-LINE FAN
INSTALLATION.
MINIMUM REQUIRED R AND U VALUES FOR THIS PROJEGT
(CLIMATE ZONE (b)
• ROOF/GEILIN6 (TO EXTERIOR) R -4q
• EXTERIOR WALLS R-20
• FLOOR (TO EXTERIOR) R-30
• BELOW GRADE BASEMENT R-Iq GAV
or R -I5 GONT
or R-13 GAV+R-5 GONT
• SLAB R-10 (ADD R-5 FOR HEATED)
• NEW WINDOW U -VALUE =0.32
SEE TOWN OF VAIL AMENDMENTS TO DETERMINE IF CONTINUOUS
REQUIRED FOR THIS PROJECT
U
0
Nod
CV I, -
L L
0
/E3
j
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A4.1
A4.0
O LL
L
a
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cf)
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NEW ROOF CONSTRUCTION
C
L)
Lu
IL
SEE NOTE @ RIGHT
O
a
•
NEW WINDOWS
IN
00
M -0
Co
EXISTING
OPENINGS
to
X o
W
I
�
>
C
FURR GEILIN6 50
oCJ000
i1)
12- >
I
PITCH a EACH 51DE
J
0
OF RIDGE MATCH
J
~
J
(N) RIDGE
H
O
N
0
12
J
2
. T.OSHEATHING
N
T_
I=
ry
13 14
EXI5T
2 1/2±
T_
2
EL. 822q'-5 3/4"
W
o
O O
N CV
00
O
D
z
(822q.46)
E
I
o
as
.
rEX15T
WE5T
VERIFY LOCATION WONNER $
z HALL
GUARDRAIL
ARCH BEFORE IN5TALLIN6 WINDOW
EXIST
LuW-MI6
PER GODE
9
O
EXIST
-
o
I
NEW BEAM RE: STRUGT
12 T
2
'
o
•
_
~
I
(N) UPPER LEVEL - WEST
T.O. GONG TOPPING
_�j LL_
\
I
'r EL. 8220'-2 3/8"
(8220.20')
NEW FLR CONST
ISEE
NOTE a RIGHT
ADD CELLULOSE INSULATION AND
FURR (E) 2X4 FRAME WALL TO ALIGN
•
W/NEN WALL ABOVE ROOF -
IREPLACE
(E) DOOR FRAME AS REG'D
WEST
/
WEST EAST
EAST
�(E)
(N) SIDING TO MATCH EXI5TIN6 a (N)
BATH I
BED 2 13ATH 2
VANITY 2
�NE57
EXTERIOR WALL INFILL BELOW
-23
42
-22 E-2 7
E-216
ENTRY
EXISTING CANTILEVER a WEST STAIR
41
-22
NEW SAND SET GONG PAVERS
\
(HEATED) 0 ENTRY WALK
55
MAIN LEVEL WEST
T.O. DEGKIN6
EL. b20a'-O" (820a.00')
(E) WEST I
GRAWLSPAGE
NEW SAND SET GONG
PAVERS (HEATED) ON GONG
- -- --- ---
--- -- - ----
WEST
SLAB @ WEST ENTRY
TAKE GRADE BACK FROM (N)
HALL
FOOTING RE: STRUGT
-
W-110
BUILT IN BENCH AND GUBBIES
I
NEW GONG WALL CONSTRUCTION
BU 1 LD 1 NG
SECTION E
SEE NOTE � RIGHT
I
7SCALE:
HALL
� T.O. SLAB
I/4" = I' -O"
EL. 8200'-O"
•
(8200.009
Design Review
O I 2 4
8
Staff Approval
TOWN OF ! L 1 By Warren Campbell at 1:05 pm, Oct 24, 2014
SECTION LEGEND:
NEW CONSTRUCTION
EXI5TIN6 CONSTRUCTION TO
REMAIN
I -HOUR WALL $ GEILIN6
ASSEMBLIES RE:A& ORW65
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 AS -BUILT CONDITIONS. CONTRACTOR
TO VERIFY ALL EXISTIN6 CONSTRUCTION AND
CONDITIONS IN THE FIELD BEFORE NEW
CONSTRUCTION BE61N5 AND NOTIFY OWNER,
ARCHITECT AND STRUCTURAL ENGINEER OF ALL
DISCREPANCIES THAT REQUIRE REWORK OF THE
PROPOSED DRAWINGS.
2. THESE SECTION DRAWINGS ARE FOR
ARCHITECTURAL COORDINATION AND
REPRESENTATION ONLY - SEE STRUCTURAL
DRAWINGS FOR FRAMING SELECTIONS.
3. VERIFY ALL INTERIOR WALL AND GEILIN6 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 $ GEILIN6 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 GEILIN6.
4. ALL DOORS IN ONE HOUR ASSEMBLY TO BE I HOUR
FIRE ASSEMBLIES.
5. SEE Ab DRANIN65 FOR I HOUR SEPARATION
LOCATIONS.
TYPICAL CONSTRUCTION NOTES
NEW ROOF CONSTRUCTION o 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 ® EXTERIOR ROOFS
(® NORTH ELEVATION)
STANDING SEAM METAL ROOF (COLOR = DARK GRAY) ON HIGH
TEMPERATURE SELF-ADHESIVE FULL GOVERA6E WATERPROOF MEMBRANE
OVER ROOF SHEATHIN6 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 GOVERA6E WATERPROOF
MEMBRANE ON EXISTIN6 ROOF FRAMING
NEW EXT WALL CONSTRUCTION
EXTERIOR WALL MATERIAL (SEE BUILDING ELEVATIONS) ON BUILDING
WRAP ON WALL 5HEATHIN6 ON 2X FRAMIN6 (SEE STRUGT) KITH
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 ® EXISTING EAST UNIT MAIN LEVEL FLOOR
FINISH FLOOR MATERIAL ON CONGRETE TOPPING WITH HYDRONIG HEAT
TUBING ON EXI5TIN6 FLOOR FRAMING. NOTE: NO CONCRETE TOPPING
AT EAST BATH 2/VANITY 2.
NEW BASEMENT/GONGRETE WALL CONSTRUCTION
DRAINAGE MAT (AS NECESSARY) ON 2" RIGID INSULATION (R-5 MIN) ON
FOUNDATION WATERPROOFING ON CONCRETE FOUNDATION WALL (SEE
STRUGT). CARRY NATERPROOFIN6 12" ABOVE GRADE WHERE POSSIBLE
(24" ABOVE GRADE AT WEST WALL OF EAST UNIT). 2" FOAM
INSULATION (R-13 MIN) AT INTERIOR LIVING SPACE. GYP BRD ON
VAPOR BARRIER o INTERIOR.
- VERIFY IF INSULATION REQUIRED AT GARAGE
NEW CONCRETE SLAB CONSTRUCTION
CONCRETE SLAB vi/HYDRONIG HEAT TUBING ON 10 MIL VAPOR BARRIER
ON 4" GRAVEL (PEA GRAVEL OR LARGER) ON GRADE (SEE
STRUCTURE). R -I5 INSULATION. AT VAPOR BARRIER OVERLAP 12",
TAPE AND SEAL ALL PENETRATION AND E06E5. - PROVIDE 4" PVG
THROUGH SLAB TO GRAVEL LAYER (SEAL VAPOR BARRIER
PENETRATION). CONTINUE PVG UNINTERRUPTED TO VENT AT ROOF FOR
PA551VE RADON VENTING. LOCATION TO BE DETERMINED. PROVIDE
ELECTRICAL OUTLET AT ATTIG FOR POTENTIAL IN-LINE FAN
INSTALLATION.
MINIMUM REQUIRED R AND U VALUES FOR THIS PROJEGT
(CLIMATE ZONE (b)
• ROOF/GEILIN6 (TO EXTERIOR) R -4q
• EXTERIOR WALLS R-20
• FLOOR (TO EXTERIOR) R-30
• BELOW GRADE BASEMENT R-Iq GAV
or R -I5 GONT
or R-13 GAV+R-5 GONT
• SLAB R-10 (ADD R-5 FOR HEATED)
• NEW WINDOW U -VALUE =0.32
SEE TOWN OF VAIL AMENDMENTS TO DETERMINE IF CONTINUOUS
REQUIRED FOR THIS PROJECT
U
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A4.2
BUILDING SECTIONS