HomeMy WebLinkAboutB09-0197 Plans/ GEWERLINE OF
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DEMOLITION NOTE5: °�. EDGE STREAM
I. AT JOB SITE VERIFY ALL EXISTING CONDITIONS BEFORE
G AND STRUCTURAL ENGINEER REGARDING ANY DISCREPANCIES FROM / "'`�. ` `1� ` `\,
THESE PLANS.
2. CONTRACTOR TO VERIFY ALL EXISTING UTILITY LOCATIONS AND
CONDITIONS ON THE JOB SITE PRIOR TO COMMENDING ANY WORK.
APPROX LOCATION HIGH ,,,,` '`•�. •� 5.�3
3. CONTRACTOR TO PREPARE, PAINT, PATCH t REPAIR ALL EXISTING 5EVER.ITY ROGKFALL
CONSTRUCTION (INCLUDING BUT NOT LIMITED TO DEMOLITION OF HAZARD ZONE (5W OF
EXISTING FIN15H MATERIALS) TO ACCEPT NEW CONSTRUCTION 1D LINE)
WHERE APPLICABLE. r y
4. VERIFY W/OWNER BEFORE DISPOSAL OF ANY ITEMS THAT COULD Q '`•
BE SALVAGED FOR REUSE. 0 j
GENERAL GON5TRUGTION NOTE5: J
I. EXISTING CONDITIONS INFORMATION TAKEN FROM DRAWINGS TITLED
"8x87 LUPINE DRIVE, A DUPLEX DEVELOPMENT BY R.F. KELLER"
DATED JULY 13, 1 PRODUCED BY THE TROUT GREEK
COLLABORATIVE ARCHITECTS GROUP. �.
2. ALL WORK WILL BE COMPLETED IN ACCORDANCE WITH THE LATEST
ADOPTED EDITIONS OF THE 2003 INTERNATIONAL BUILDING CODE, / 0
2003 INTERNATIONAL RE51 DENTI AL CODE, 2003 INTERNATIONAL / 'ti / 0
FIRE CODE, 2003 INTERNATIONAL MECHANICAL CODE, 2003
INTERNATIONAL FUEL 6A5 CODE, 2003 INTERNATIONAL PLUMBING
f PARCEL ,4 �..
CODE, 2003 INTERNATIONAL ENERGY CONSERVATION CODE AND
2008 NATIONAL ELECTRICAL CODE AND TOWN OF VAIL BUILDING -�
AND ZONING DEPARTMENT CODES AND REGULATIONS.
3. VERIFY EXISTING DIMENSIONS IN FIELD, NOTIFY ARCHITECT OF ANY
DISCREPANCIES.
4. AFTER EXCAVATION AND BEFORE ANY CONCRETE WORK VERIFY BUILDING FARGEL E3
ALL EXISTING FOUNDATION CONDITIONS, WALL SIZES AND FOOTING APPROX. LOCATION ABOVE 0.3762 ACRES
ELEVATIONS - VERIFY W5TRUCTURAL ENGINEER THAT ALL AVALANCHE POWDER
CONNECTIONS OF NEW CONSTRUCTION TO OLD WILL WORK AS BLAST-WNE (SW OF LINE)
DETAILED. RAWINC� INDEX:
\ � \� -- -° .
ARCHITECTURAL
5. THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND NOTIFY THE / ^ 50' STREAM SETBACK ARCHITECTURAL
1.0 SITE PLAN
ARCHITECT OF ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL, A 2.0 FIRST $ SECOND FLOOR PLAN
STRUCTURAL AND EXISTING PLANS. � REMOVE STONE FIREPLACE A 2.1 SECOND FLOOR i ROOF PLAN
�
X T G A 2.2 FIRST 4 SECOND FLOOR REFLECTED GEILING PLANS
6. AREAS OF CONFLICT OR DISCREPANCIES MUST BE FULLY \ NOOD AND SHINGLED ROOF ABOVE A 3.0 NORTH s EAST ELEVATION
RESOLVED BEFORE CONSTRUCTION CONTINUES IN TH05E AREAS. \ DECK A 3.1 WEST ELEVATIO' , ,'5EGTION B t WINDOW SCHEDULE
7. ALL PLAN DIMENSIONS ARE TO FACE OF WOOD OR CONCRETE ~ EXISTING ROGK WALL A 4,0 BUILDING SECTIONS
UNLESS OTHERWISE NOTED. STRUCTURAL
8. ALL BATHROOMS ARE TO BE VENTED TO THE EXTERIOR WITH A FAN �` 2 STORY 1J2 5 1.0 FOUNDATION PLAN, DETAILS AND SPECIFICATIONS
AND DUCT 5Y5TEM TO PROVIDE 5 AIR GHANOE5 PER HOUR/PER DUPLEX NEW FIREPLACE 5 2.0 MAIN LEVEL FRAMING, SECOND LEVEL AND LOWER ROOF FRAMING
CODE (MINIMUM).
/ CHASE j 55.0 THIRD LEVEL FRAMING, UPPER ROOF FRAMING
/ � ,� /
� \ � .
a. ALL INTERIOR DOOR OPENINGS ARE TO BE CENTERED IN WALL EXIST f RIDGE S INF ORM ATION:
FACE OR 4 I /2" (MIN) FROM WALL FACE, UNLE55 NOTED OTHERWISE. ".. " "'.4 BUILDING. 841 q' -6 3J8"
A
EXISTING ROCK WALL k. BOVE /
y .� LOT 8: 53,2 � 1.13 SO FT
10. VERIFY ALL PLUMBING FIXTURE LOCATION PRIOR TO INSTALLATION. TO BE MODIFIED /
/ TOV ZONING TWO FAMILY RESIDENTIAL DHELLIN65
11. PROVIDE BLOWN -IN INSULATION AS FOLLOWS:
ALLOWABLE SITE COVERAGE = 20% = 6,654.23 50 FT
A EXTERIOR WALLS / N EI EXISTING 4,454 SQ FT
B ROOF /ATTICS R -49 MIN R IDNG /' PROPOSED 265 50 FT
G @ GONG FDTN WALLS @ LIVING SPACE R -21 MIN NEW HEATED 8412' -a 5/8"
STONE ENTRY /
AREA OF GRFA OA LGULATION5:
12. PROVIDE PERIMETER FOUNDATION DRAINS PER 5011-5 REP7T. SEE NEW COVERED ADDITION j
STRUCTURAL DRAWINGS. ENTRY ENTRY PORCH ALLOWABLE GRFA 8, 646 SQ FT
2
PROPOSED ORFA - PARCEL B `454 50 FT`
13. GRAWL5PACE5 ARE TO BE VENTED PER CODE. NEW HEATED
CONCRETE APRON o O PROPOSED TOTAL 1,501 50 FT GR
EXISTING �Q`
ROOF HEIGf�T
ASPHALT \ f NEW ROOF HEIGHT = 25' -a 5/8"
r DRIVEWAY !✓ / NEW ROOF HEIC2HT 6-8 3/4" LOWER THAN EXISTING HI6HE5T R106E @ MAIN HOUSE
\ GARAGE
OFFICE EXIST EXTEND EXISTING NOTES:
/
' RIDGE / DECK 1. DATUM ELEVATION:
ELEVATION &55 THE TOP OF STRUCTURAL DECKING AT THE
\ / FIRST FLOOR, PER THE ORIGINAL BUILDING DRAWINGS "3q8c1
EXIST -f� \ f LUPINE DRIVE, A DUPLEX DEVELOPMENT BY R.F. KELLER ""
PRODUCED BY:
I' CMP �. `. / THE TRnlJT rP-FFK r(')l I ARtOF2ATIVF
TV PED —I
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TOWN OF VAIL
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TOWN OF VAIL
I
EXISTING ROOF 4 EX15TIN(5
FIREPLACE BELOW TO BE REMOVED
rE3 / f f \� { �\�\
STANDING SEAM COPPER ROOF
�BELOW NEW FIREPLACE
.............
EXISTING COLUMN -
VERIFY LOCATION
NEW VERIFY NEW WALLS
KEN
BATH 2
TILE
v
A
2
NEW FLOOR TO BE
NEW VANITY CAB . .
USED AS CLOSET
F _7 AND TOP, SINK,
TOILET AND TILE
SHOWER
-0
Vvy.1mim ZVI .2
J
`�x
EX15T %
BEDROOM 2 RPT. 115
SKY
REMAIN
L16HT TO BE EX15TINC7 CARPET
Q
�-SHELVIN
L
NEW GAR qET
NEW TILE a TUB/ 6LOS
5HONER SURROUND I EW' CARPE
(5LASS 5LIDINC7 DO ju
REMOVE EXISTING I
F'F
E 5T
XI 4ci
BATH 5
15T NEH
GRIP
It NEN
CFFT
- I 't . 56" HIGH NEW TILE 2 VANITIES AND 5INK5
2 _P5 11b
X i
LINE
` REMODEL ' �o
CARPE
VERIFY LOCATION OF j TEFP
13ATH . .....
EXISTING SKYLIGHT - BATH
J:
L
L
_OOR
REMOVE ONLY IF REQUIRE D EX15T NENrILE5 F
WE eCTRIC HEAT
BY NEW CONSTRUCTION OR HALL
_j MAT
EX15TINO 5KYLI(5HT OL05 I
2 NEN CARPET T-5 EXIST
C ONDITION
- ® — — — — — — — — — — — — — — - 4NEN CARPET A
VERIFY
A
EXISTING WOOD REUSE UPPER CA
BINETS EX15T NEW.,
FROM EXISTING 12�
-7 4 PLANT L AUNDRY ROOM 71
PANELIN L LAUNDRY
-7 CARPET TILE
TRELLIS TO BE REMOVED EXISTIN 6
--- - - - -----
. ..... . ............
NEW MEDICINE CABINET
ONE AT EACH VANITY
EXISTING PLANT SHELF
ABOVE (TYP)
FLAT 50REEN TV ON
ADJUSTABLE ARM -
RECE55ED
FIREPLACE VERIFY HC7T Af3V
FLR WONNER
— NEW TILE 4 NEN 18"
HIGH SHOWER
BENCH - EXISTING
STEAM TO REMAIN
— REMOVE SECTIONS OF WALL
DOWN TO TUB SURROUND -
ADD NEW C7LA55 PANELS AND
DOOR (2'-4" FRWELE55)
— REPLACE EXISTING TUB 4
PLATFORM WITH NEN-VERIFY
SIZES
CREATE NEV45TORA61E AT EXISTING VOID -
EMOVE EX15TIN&
- W' 1 1 EX15T
0 STAIR I N
, STAIR % A '. F RpT ' VERIFY EX15TINC5 FLUE 51ZE5 AND LOCATION
TOWER AND ROOF Y 'nLE I !rl s ' N 31/2
5KYL16HT5 ABOVE - SEE
C/A4.0 FOR LOCATION
\,A4. ROOF
SEE A/4.0 FOR STAIR BELOW
DIMS 4
CEILING BREAK LINES (TYP)
RE: REFLECTED GEILIN& PLA
COPPER DOWNSPOUT (PATINA) WHEAT
TAPE FROM ABOVE
1%
-4—
!?
.77 0
LLJ
I ?
0
-HALL -2
NEN 0RPT' w 0;
Q.
41-I 1 MST
0
Y
ff,IF
NEW -1
rL x
AREA OF ADDITION/REMODEL
NEW CONSTRUGTION
EX15TIN6 CONSTRUCTION
TO REMAIN
EXISTIN6 GON5TRUCTION
- — — — — — TO BE REMOVED
9 SMOKE DETECTOR
NEW 6RFA CALOULATION5 — UNIT 5
(CALCULATED PER TOWN OF VAIL
ZONING REC-A)LATIONS)
FIRST FLOOR
NEW MUD ROOM /STAIR
= 305
50
FT
AREA REMOVED AT FIREPLACE
= -25
50
FT
TOTAL FIRST FLOOR
= 285
50
FT
5EWND—FLOOR
= 14q
50
FT
TOTAL NE 6fRFA 434 50 FT
A 'N EX15T � E 5T
BATH 4 GRPT
NEW TILE
>1
START NEW HALL AT CORNER
OF EX15TIN(5 GARAGE
2
EXIST
O FF IC E
I EXIST CRPT
-J \
..... ...... ...... ....... ......
ADD POCKET DOOR TO EX15TIN6
TOILET COMPARTMENT - NEW TOILET
\,A4.0
NEW ROOF BELOW
REMOVE EX15TIN6 WINDOW - ADD
THREE NEW WINDOWS - INFILL/PATCH
HALL
....... .... .. ...
EXISTING STONE KA\
NAL
INFILL DEGK TO MATCH \
EX15TIN67
23 SQUARE FEET OF 6RFA
NEW EXHAUST HOOD �7
REMOVED AT EXISTING
vi/51DE VENT ABOVE EXISTING 6A5 FIREPLACE MA55 TO BE
A3.1 OUTLET REMOVED
ADD KALL5 TO BOTTOM
OF SOFFIT FOR AND NEW "SPARK" RIBBON 6A5
BARBECUE 5GREENINC FIREPLACE • r
................ . ..........
EQ 4--6' EO
FROM
13EAM
REMOVE 5LIDINC5 (5LA55 ABV
2'-0 1/2. DOOR, INFILL WALL AND A649 EX15T
5NINC7 DOOR - SET DOOR L I VINC7 ROOM
3 1/2' FLUSH TO NORTH SIDE OF NEW CARPET
BARBECUE
EXISTING OPENING LINE OF NEW FLOOR
F L O OR A NE RE- SECOND
BY OWNER NEW TOILET PLAN
- 7 /
PROVIDE NEW REPLACE EX15TINC7
BARBECUE vq/PFDI5TAL SINK
REMOVE RETURNS AND
HEADER a OPENING To
EXIST GEILINC7 - PATCH TO MATCH
ROOM
X15TINC7 STONE REPLACE EX15TIN&
WOOD FRONT5
EX 1ST
>
FOYER
EXISTING STONE
EX15T
EX15TIN(5
NEW FRONT DOOR
/— SELECTED BY OWNER
EXISTING
WOOD DECK 7
EX15T
DINING ROOM
NEW CARPET
REMOVE RETURNS
AND HEADER a
OPENING TO CEILING -
PATCH TO MATCH
15" DEEP
CUPBOARDS
ABOVE SHELVING —,
=Vic--r REPLACE / EXIST \
DECK
GOUNTERTOP5 KITCHEN
REMOVE EXISTING NEW TILE
CIRCULAR STAIR AND
TONER ...........
0 9
Noop COUNTERTOP
TO REMAIN 7
s.: w r EX15T NEK
REMOVE EXISTING
REMOVE STONE STONE TA B WINDOW
, . , ..vt=NEER - PREP
INFILL/PATGH HALL
WALL AS NEC, TO 1 -& 1/2
__ NEW HOO D
ii
SIDING TO MATCH 31/2
F115TIN6 STONE " ^TMm MATCH
ST ��OOR TO REMAIN 0
AS REG' b _ _ O.( p 1 0 Q
1 -.2
. lb.
�'NEP`15 FLI
MA-
SEE A/4.
FOR STAIR "A0 NE-1041 P TO MMATU
0 AX F-D.
:.MUD ROOM
DIMS
Q)
N STONE TO., MEO
HANk
. ........ ... ..
MATCH EX15T m.
TO HAtCH
- A
2
HOOD'
<
"BENCH Pq/CU
\5T AIR
I8 HIGH
GARPE'T'el AE30
VE
r-311211 51/2'
51/2.'
V-1 - VERIFY . . . . .
13
. 1 T'.
vilu To MATCH EXIST 5TAI TOVER'.
a NEA
mod)
OAT
�A3.1,r
At
Z�
" VE, ' " T 112.
PZ
REMOVE PORTION OF EXISTING
PLANTER,
irliv T T
- RECONFIGURE AS 5H0
NEW HALL TO MATCH EXISTING IqEyi
N 5TONEX
REMOVE EXISTING DECK REPLACE
WITH MUD SET FLAGSTONE ON CON UP II i
SLAB v4/5NONMELT
- T.0 STONE = T.O. EXISTING DECK i l
VERIFY FLOOR ELEV AT Jl
EX15TIN6 AIRLOCK- OVER EXIST
REMOVE EXISTING 51TE WALL FRAME AS NEC TO ALIGN WITH LOCK
2 EX15T FLOOR ELEV a MAIN NEW 5TO TO
HOUSE
MATCH EX15
COPPER DOWNSPOUT (PATINA) WHEAT
TAPE FROM ABOVE —FREEZE PROOF HOT AND COLD
H05E BIBB WPAIL HOOK
NEW
UNDER STAIR
STORAG 18 CRANLSPAGE
NEW CARPETa ACCESS PER CODE
NEW HEATED CONCRETE APRON LINE OF FLOOR ABOVE a
4'-O"± ABOVE SLAB
SLOPE TO 5KALE - REMOVE EXISTING
ASPHALT
START NEW WALL AT CORNER
OF EXISTING GARAGE
NOTE-5
I. SEE ROOM NAME FOR FLOOR MATERIAL.
2. VERIFY CEILING GONFIC7URATION
WARCHITECTECT AT FRAMING.
D's
VERI L CATION
ATE EXISTING
H EGIUP, FLUES TO
N MECH ROOM
RELOCATE EX15TIN65
EXHAUST FOR
COOKTOP
-PROVIDE R-21
INSULATION AT
KALL5 BETWEEN
NEE MECH/NNE
STORAGE AND THE
.. .. ....... MEN MUD ROOM
n—
— REMOVE PORTION OF
EXISTING 51TE WALL
\—EXTEND EXISTING DEG
TO MATCH - FRAME
OVER EXISTING DOG
RUN SLAB
PORTION OF STEEL
MESH FENCE 4 LID a
EXISTING DOG RUN-
VERIFY EXTENT WITH
OWNER - DO NOT
DEMO SLAB WITH
HYDRONIC HEATING
REUSE EXISTING AIR
LOCK DOOR AT
GARAGE -ADD
HEATHER5TRIPPIN6
5MOKE5EAL AND
AUTO CLOSURE
EX15TIN(5 DCr,-. RUN
I'-o" NO QEEA NORTH
MUD •O• M/5TAIR = 306
EEbQ)mI2 a F ISEEL&C
TOTAL AT FIRST FLOOR = 2
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NEW 5( 5" HIGH GAB4NET,
VANITY TOP AND SINK -
VERIFY' 5INK LOCATION
NEW TOILET AND TUB
(WITHOUT 5LIVIN6 DOORS)
•
NEW 5( 5" HIGH GAB4NET,
VANITY TOP AND SINK -
VERIFY' 5INK LOCATION
NEW TOILET AND TUB
(WITHOUT 5LIVIN6 DOORS)
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E
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REMOVE EXISTING ROOF
!j �_.. Q
VELUX "'V5 106'" VEN ILATING 4 f � I ' T f � 4 DORMER MALL TO
SKYLIGHT w/ELEGTR G • -° OFFICE
OPERATE (2 THUS) - 5EE \- 1 •� .
G /A4.0 TO L ATE
AE4.:0 \64.Oj
4 - I/2:1 I 4 � - -- 5TANDIN6 SEAM w
5
0
TANDING 'SEAM COPPER ROOF
COPPER ROOF a LFY
�_ ...._.._.. I ........................._�._. \ LOWER ROOF
LOWER ROOF ...,_ ..... ..........._..- ..,_.. a.............. _._
0 Cia 0%
REBUILD DORMER - MATCH
TIMBER COLUMN r �`.\ '}� \ EXISTING PITCH
_ -_ - _ ..
BELOW r' `+� \ X v/ \ 5TANDING 5EAM COPPER ROOF
PORTION OF NEN z
VERIFY ROOF PITCH W/ BEAM r' r / {r r \ rrr \ ROOF OVE GARAGE ROOF
BEARING (ALIGN wfSOFFiT) AND I2 " •/
z
OFFSET FROM EXISTING WINDOW 51LL .. . . E W
RE: 5EGTION G /A4.0
B / � REPAIR PORTION OF EXISTING
w 0
'� ROOF A5 NEGE55ARY Q C
5NOW CLIP5 FOR COPPER ROOF - Z T
PATINAED
w �u
COPPER GUTTER (PATINA) AND
DOWNSPOUT WHEAT TAPE
2 I I I 2 �wQ
REMOVE FA5CIA AND DORMER \,A 4.0, r ROO NOTES: 4.0 W
W
OVERFRAME PORTION OF NEW ROOF ! I ( I I
OVER GARAGE ROOF L 1. ALL NEW ROOFS TO BE COPPER "^
j
STANDING SEAM - PATINA
C 0
2. AT ALL NEW ROOFS PROVIDE 50# FELT I W
OVER "HIGH TEMPERATURE" FULL
GOVERAGE SELF ADHESIVE r► Z
i WATERPROOF MEMBRANE.
LL
I 3. AT ALL NEW VALLEYS PROVIDE TWO I 2
LAYERS OF SELF ADHESIVE �J
i WATERPROOF MEMBRANE WRAPPED UP I I W W 0
LE6END _ ! ROOF FROM VALLEY 3' -0". SECOND
LAYER TD BE LAID PERPENDICULAR TO I
I � THE FIRST.
V
NEW ROOF - STANDING 5EAM 1 4. ALL NEW VALLEY, SAVE AND WALL I I I
COPPER ROOF - PATINA FLASHING; GUTTERS AND DOWNSPOUTS;
AND ALL ROOF PENETRATIONS ARE TO
\ BE COPPER, UNLE55 NOTED OTHERWI5E. \�
NEW ROOF TO MATCH EXI5TING
a PORTION OF EXI5TIN6 ROOF TO , 5. VERIFY LOCATION OF ALL NEW / - - -�
BE REPAIRED r PLUMBING VENT5/PENETRATION5 PRIOR co
W w Z
\ r
TO INSTALLATION - LOCATE AWAY QO f
\ / FROM ROOF VALLEYS. / NOT-E5 () o CK fJ') 00
EXI5TING ROOF TO REMAIN
I. 5EE ROOM NAME FOR FLOOR MATERIAL. � W F W =
\ f Co. ALL RIDGE ELEVATION MARKERS ARE 13' (n co W
TO TOP OF 5HEATHING AND ROUNDED TO 2. VERIFY CEILING CONFIGURATION " Z 5; F
THE NEAREST V8 w /AR-,HITEGTEGT AT FRAMING. 0') o wW Z
® Q
- 1. NEW ROOF PITCHES MARKED W/± ARE
DETERMINED BY PLATE HEIGHT AND E N O 1
RIDGE HEIGHT. SEE BUILDING SECTIONS
Z (o co o —
S. ALL NEW ROOF OVERHAN65 TO MATCH ° p N W
R001 FLAN TH I RO FLOOR IL < A LU
EXISTING UNLE55 OTHERWISE NOTED,
ROOF OVERHANG DIMENSIONS ARE
SCALE: I/4" = 1' -0" NORTH FIN15H DIMENSIONS. 50ALE: 1/4 " = 1'-0" NORTH
a. QUANTITY s LOCATION OF SNOW CLIPS A 2ml
DETERMINED BY MANUFACTURER
SELECTED. 2
REf=LECTEO
5GALE: 1/4" = 1'-0" NORTH
EXISTING DRYWALL
WRAPPED BEAMS
-8.0. BEAM 0 q' -O"
EXISTING PLANT SHELF
® 6' -10 1/2"
REMODEL
'ASTER BATH
VARIE5
EXISTING DRYWALL
WRAPPED BEAMS
-13.0. BEAM a q' -O"
TIMBER BEAM
RE: 5TRUGT —
3X RAFTER RE:
5TRUGT (TYPICAL)
2X DEGKING
RE: 5TRUGT (TYPICAL)
2x FA5G(A
(TYPICAL)
HEIGHT5 ARE FROM TOP OF FIN15H FLOOR TO BOTTOM OF
FRAMING.
ILING HEIGHT5 MARKED WITH "" REPRE5ENT THE HE16HT
.0. FIN FLOOR TO BOTTOM OF THE FLOOR STRUCTURE
ALL GEILING GONFIGURATION5 AT ADDITION AND REMODEL
.GHITEGT BEFORE DRYWALL.
HEI6HT5 ARE ROUNDED TO THE NEAREST INCH.
'RIOR CEILING5 ARE GYP BRD, PAINTED UNO.
�, --
50ALE- 1/4" = 1'-0" NORTH
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....... ..........
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... ................ .... . ......... ................
.......... -
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.... .......
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............................
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8
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I. ALL WINDOW MANUFACTURER'S NUMBERS ARE FOR "JELD -WEN WINDOW5 $ DOORS" WOOD WINDOWS AS MANUFACTURED
BY JELD -WEN, INC. OREGON, UNLESS OTHERWISE NOTED. - IF ANOTHER MANUFACTURER 15 USED COORDINATE ALL R.O.
W/ARCHITECT 4 GENERAL CONTRACTOR BEFORE FRAMING.
2. WINDOW HEAD HEIGHTS ARE FROM TOP OF STRUCTURAL FLOOR 5HEATHING DIRECTLY BELOW WINDOW UNLE55 NOTED
OTHERWISE.
5. SEE BUILDING ELEVATIONS FOR VENTING OPERATION.
4. ALL VENTED UNITS TO BE PROVIDED WITH SCREENS.
5. WINDOW SUPPLIER TO VERIFY TEMPERING REQUIREMENTS BEFORE ORDERING.
6. ALL WINDOWS TO HAVE JAMB EXTENDER-5 FOR 2x6, UNLESS NOTED OTHERWISE.
7. ALL WINDOWS ARE TO BE GLAD, UNLE55 OTHERWISE NOTED - COLOR TO MATCH EXISTING.
8. GENERAL CONTRACTOR AND SUPPLIER TO OR055 REFERENCE PLANS AND ELEVATIONS FOR WINDOW QUANTITIE5, 51ZE5
AND LOCATIONS.
q. WINDOW 5UPPLIER TO ADVISE GENERAL CONTRACTOR/ARCHITECT IF ADDITIONAL REINFORCEMENT 15 REQUIRED AND
GHAN6E5 TO R.O. FRAMING.
10. VERIFY PROFILE BETWEEN PRODUCT TYPES ARE SIMILAR. VERIFY PROFILE OF ALL UNITS W /ARCHITECT BEFORE
ORDERING.
11. ALL GLAZING SHALL BE INSULATED GLA55 (5/8" AIRSPACE MINIMUM) SUITABLE FOR INSTALLATION ABOVE 8,000'
(ALTITUDE) AND TEMPERED WHERE REQUIRED BY CODE,
12. ALL WINDOWS TO HAVE A MINIMUM U- FACTOR OF 2
13. WINDOW SYMBOLS ON PLANS AND ELEVATIONS ARE OWN AS
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__
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PLAINI T* NEW FLOOR GON5T (TYP @
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SCALE: 1/4" = 1'-0"
TYPICAL GON5TRUGTION NOTES
TYPICAL NEW ROOF GON5TRUGTION
STANDING SEAM COPPER ROOFING ON 30# FELT OVER H16H
TEMPERATURE FULL GOVERA(5F SELF ADHESIVE WATERPROOF
MEMBRANE, WITH SECOND LAYER LAID PERPENDICULAR TO FIRST AT
ALL VALLEYS, OVER ROOF SHEATHING ON ROOF FRAMING (SEE
5TRUC,T) vi/R4q BLOWN IN INSULATION. 6 MIL VAPOR BARRIER ON C7
BOARD AT INTERIOR UNLESS OTHERWISE NOTED.
TYPIGAL NEW EXTERIOR WALL GON5TRUGTION
SIDING MATERIAL TO MATCH EX15TIN6 ON BUILDING WRAP ON WA
5HEATHIN6 ON 2X FRAMIN6 (SEE 5TRUCT) WR=21 BLOWN -IN INSULATION.
GYP BOARD ON & MIL VAPOR BARRIER AT INTERIOR.
TYPICAL NEW FLOOR GON5TRUCTION
FIN15H FLOOR MATERIAL ON FLOOR 5HEATHIN6 ON FLOOR FRAMING
(5EE STRUCT)5EE FINISH SCHEDULE FOR FLOOR MATERIAL.
TYPICAL NEW FOUNDATION WALL
DRAINAGE MAT /INSULATION BOARD ON FDTN WATERPROOFING ON
CONCRETE FOUNDATION HALL. CARRY WATERPROOFING 12" ABOVE
GRADE WHERE POSSIBLE.
TYPICAL NEW CRANL5PAGE GON5TRUGTION
10 MIL VAPOR BARRIER ON 4" 6RAVEL (PEA GRAVEL OR LARGER) ON
GRADE (5EE STRUCTURE). AT VAPOR BARRIER OVERLAP 12", TAPE
AND SEAL ALL PENETRATION AND ED6E5. VENT PER CODE.
UNERDFRAME a INTERIOR OF
EX15TIN6 DORMER (TO MATCH
EXISTING ADJACENT ROOF) -
VERIFY 3 1/2' FRAME
W lit
5/4' 5/4' W�V
EXISTING GARAGE ROOF
CON5T TO REMAIN (DORMER
NOT SHOWN FOR CLARITY)
BEAM a EX15TIN(5 GARAGE WALL
PLATE Hr=lCvHT RE: 5TRUCT
>
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TYP NEW FLOOR GON5T- NEW
SEE TYP GON5T NOTES WINE 5T0RA6r=
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= (0 1 - 5 11
31/2"
EL. 152'-6 5/5" (84lq'-6 5/15")
I1
NEW
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r.
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•
EL. EL. 125'-q 5/8" (5412'- cl 518)
(`VERIFY WROOF PITCH)
PLATE HEIGHT DETERMINED BY
FASCIA HEIGHT (ALIGN Pq1'EXI5TIN6)
AND ROOF CONSTRUCTION - NEW
ROOF CON5T DOES NOT MATCH
EX15TIW--,, 50 PLATE WILL BE HIGHER
NEW
T.O. OBL PLATE
EL. 115-7 1/5"
(VERIFY N/FA5GIA
HEIGHT 4 ROOF
CONSTRUCTION)
VERIFY ROOF PITGH P4/ BEAM
BEARING (AL16N Pq/50FFIT) AND 12"
OFFSET FROM EX15TIN6 WINDOW SILL
SET TOP OF LOW ROOF STRUCTURE
12" BELOW EX15TIN6 WINDOW SILL
NEW
SECOND FLOOR
O L T.O. PLYWOOD
T EL. 106-11 Ilb"
(VERIFY - TO
MATCH EX15TINW
SET BOTTOM OF BEAM FLUSH TO
BOTTOM OF SOFFIT BEYOND
TIMBER COLUMN IN FOREGROUND
- TAKE COLUMN TO NEW FDTN WALL
RE- 5TRUGTUIRE
NEW
FIRST FLOOR
T•O. PLYWOOD
ti
EL. 100'-0" 6535T)
..........
(TO MATCH EXISTING)
STONE 517E WALL TO TIE INTO AND
MATCH EXISTING 1RE.51TE PLAN
NEW MUD SET FLAGSTONE ON GONG
SLAB WSNOWELT ON 4" GRAVEL ON
STRUCTURAL FILL RE: 5TRUCT
A
A4.0
VELUX "V5 106 VENTILATING SKYLIGHT
WELECTRIG OPERATER (2 THUS)
GENTERLINE OF 5KYLI6HT5 AND
CENTERLINE OF STAIRWELL
EQ Ea tr
.... ...........
--------- ---- 12
a \
A
L
GURVED
A WALL
EN TO
..........
ALL
OND
A
EXIST XIST
RAE 2" ALL
7
12 ,
12
4 1/2±
r
RE-FRAME EX15T
LANDING IN
5-1/2" WALL TO 5-1/2"
_
FOREGROUND IF NEC FOR NA5H/DRY
�j
CLEARENGE-5
NEY.4 NEW
STORAGE UNDER 12 1
STAIR
STO R AGE STAIRS TO OFFICE IN
FOREGROUND
/ 7
_j
.... ........ ..... ........ ....... .....
. .........
CRAV4LSPACI=
.......... . ............. ... * ........ ......
5/8" TYPE W DRYWALL AT PROVIDE BLOWN -IN R-21 INSULATION
KALL5 AND GFILINC5 OF AT WALL BETWEEN 5TORA6F AND
UNVER5TAIR 5TORA6E MECHANICAL ROOMS AND NEW MUD
L ROOM
TYP CONST
SEE NEW EXT WALL TYP CON5T NOTES 5UILI:) IN 6 SECTION C
EP
EL. 108'-I1 1/87"
�' — NEW LANDING
T.O. PLYWOOD
T EL. 104'-5 5/5"
>_ EXISTING FLOOR
NEW
FIRST FLOOR
T.O. PLYWOOD
T EL. 100'-0" (83879
(TO MATCH EXISTING)
5/5" TYPE W DRYWALL AT WALLS
AND CEILING OF NEW NINE 5TORA&E
BUILLO"O/'IN6 SECTION E
50A -E: 1/4" = 1'-0*
5e,'A&F: 1/4" = 1'-0"
EX15TIN6 HALLS,
GEILIN6 AND DOOR a
OFFICE TO REMAIN
t
BUILTL-IN BOOKCASE
vq/yiOOD SIDES,
SHELVES AND BACK
ALL DIMENSIONS 0
BUILT-IN BOOKSHELF
FINISH DIMEN51ON5 U.N.O.
MTL HAND GRIP IN
FOREGROUND
EX15TIN(3
SECOND FLOOR
T.O. PLYWOOD
TYP NEW ROOF CON5T OVER
EX15TIN6 HALL AND ADDITION
- SEE ROOF PLAN
REMOVE EX15TIN6 ROOF AND
DORMER 9 EX15TIN6 HALL
REBUILD EX15TIN(5 DORMER
TO TIE INTO NEW ROOF
RE: STRUCTURAL
OUTLINE OF 6ARA(5E IN
FOREGROUND
NEW CLAD V41NDON5 To
MATCH EXISTING (TYPICAL)
VERIFY ROOF PITCH - T.0 ROOF
TO BE 12' BELOW V41NOOV4 SILL
NEN
T.O. PBL PLATE
r 74
T EL. 115'- 115"
(VERIFY Pq/FA501A HEIGHT
ROOF CONSTRUCTION)
TYP NEW ROOF CONSTRUCTION
5EE TYP GON5T NOTES
EX15TIN(5
SEGOND FLOOR
T.0, PLYWOOD
EL. 108'-Il Ilb"
T.O. DBL PLATE
T EL. 101'-cl"
TYP NEW FLOOR CONST-
SEE TYP GON5T NOTE-5
EX15TINO
FIRST FLOOR
T.0, PLYWOOD
....... ..... 11- T - EL. 10`0'-0
..... ............. .......I..... ... .... .. ...
NEW 1 I N6 TO MATCH
EX15TIN6 OVER NEW DECK
FRAMING RE- 5TRUCT
TYP NEW FDTN WALL
SEE TYP CON5T NOTE5
PERIMETER DRAIN PER SOILS
ENGINEER (TYPICAL)
TYP NEW CRAV41_5PACE CON5T
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STRUCTURAL SPECIFICATIONS
I ) Foundation design based upon "Soil and Foundation Invcsfigatio-C as prepared by 7) Struvwrtil steel shall Iv, AS1 Aml A36 or better except Wide flatig shall be A992 14) Construct Ivalls m lb llo�vs-
CHEN AND ASi3,00ATE'S, Job No, 24,892 daled FOiroriry 7, 083, histalkition or bettor " pipe colu'rilas (noted on plans as pipe, in manual as II SS r(3und) w -",
d hich -I:1x(erior-6, 16" oc.
rains and site irrig
,ption to co m w
nforithsoils repott, field test drains shall contorm to ASTM A500. Gradv B (Fyzz;42 ksi) or better, tubc steel columms - Imerior - 2x4 1 6" oc. (1111cm noted othenvise,
1xibre backfilfiq� All (botings are to boar upon natural undisturixul soil or (noted Oil plans zis Ts, ill manua I as HSS rectatiguilar or square)which shal I be IS) Ail beams, joiqsi, and rafters are to [ upon �valls or beamsi, or Ix. hun with
coo pact s4ructural fill as, �Ipproved t�y thesoils engineer. Soils origineell to A500 (irado B (Fyz!A6 ksi) or better, anchor bolts and botts $hall IV A307 or SIMI's(W Stri'm Tie hant approve equals.
4ers ot
jil-t"Pect hqsement areas for radon gas. Install radon g
pissy"itom b•lleath conerete better. All structural steel is to 1% eielailo(f> . fabricated. painted and crected it) 16 All structural members are shown in their final positions projxr�y b•aecd and
stall
accordance wit h #11C S11 E 1, COINS'I'IUICTIONN NIANU AL, 2005 and CODE supportcd during constnuclion it Inay tv mcessary to tomporaril} shore portions
?S ,
Z) All fomidation around pQrimetcr ofstrocture shall have protection OFSTANDART) 1 All woldim� ortified wel
,_ to be performed by a c der of thestructure while Other portioms are beil%$ constroeted, Contact the engincer
of 49" to bottom of fboting. All.foundaticin walls andimItimas to 1w centered on and conforri to AJ SC and AWS STIUK" rUIRAL W'I"ILDIING CODE, 2000,all lbr consultation as recitured,
conerete roolings unless sbowtn olberwise on plans, electmides to bi� EE-70XX , Grout betienth all base plates and bo-ain be-aring, 17) General Contractor is rcsponsiblekir allpon-specified coutioctiors', comact
3) All cast in place concrete tntist be vild't with Portland cemeni: and attain pfiam, shwl be non-silvirkepoxy Willi Inirlimum 28 day compressive streqqlb of CrIgineer for deadis as rcquirod. "rho cogineer is toapprovo Ali stractural
minimum compressive strength of 3000 psi after 2S days (Irlinhillim coinpmssive 5000 psi. All Trubolt NVedge Anchors to IV., illstalled according to Inanuthetilrer's substinition"'.
strongth of 4000 psi after 28 days for concrote ttscd iasfabs). Design based upon spmificatiom� -arid dotails, I 8 Floor framing mid concrete base-mef it slabs Illust be comilloic ai. in plzrce prior to
131 11-DING CODE, FOR RE'INFORCIA) CONCRE11lACI 8) Vcr�akimzs are as manufacturcd by BOISE, CASCA.DE C(.3iUORATf(1N, backfillingy ev red Rmildialion walls, unless Wet'luate I-Cruporary sho> ing! is in placc,
318). 1999. •Concrete placement to ➢ confimn with Requiretrunits" as sho-pi drawings arid mantifiActurers siandard tictaik All btiilt-tit) Vemudain 19) General Contractor is to Coordinate all diaphragili penctrationi (i.e., chlmmys.
de Food i ii ACI 118, ;ill conerete stubs oy I grade m ust Ix provided contro I (scored !X. glue'd with 1 and nailed with 2 mws of 16d spikes 9" plumbing- se"vers, etc,) tbrougAi lloors', walls. roots and lbundaiionwalls with
or cut) inaccordanee. witlisoil report, All e\posed edge,,q ofconereteshall have Versakims deeper than 11 W8" must be bolted together with 2 rows of 5, appropri'liv sub-contracto"s. Gencral C.ontractor is resporsible fcir tile mcans,
t Conerefe, work ,,hall 11c it have any horizorlial Co Id joi nvi unless methods. techniquos, sequences, procedum,, workmanshi . scoasonal sclwdu ling
p
Field coordinate all vertiozil cold joints, tNi(h strocuiral lit all diaphragm- ,ill All alternates, to be- reviewed and approved •by tile, erg�ineor. aild job,ite with this prqjecc The General Contractor i's to
Id oh its. 9) Sheath floors u-th 1'and G plywo veril�� ill, dimensiom and elevations Willi the irchitectural drzmfirtgs� Notif�
"Ineen use Continuous wrtioal L' ter qtopat all eo. j ,W with mini unt slian rating of 4000 or
4) Reinf !,� AS 114 Grade 40 for " or 4'5 bars�. 4'6 . . ridgreater to tv Grade tvttor ami glue with JIL400, Nail plywood i,.Vah I Od 6" oc to all joists, field engilver of all Conflicts and o.mis between - Iarious elementt, of tile kvorkirkv
g
00. All ,-velded wire f4bric imust conforin lo.AIST3�1'i A 18 5, Reh I force mem Coordinate scrow option. Covet docks with 20 Rechkood with 2 scroNXN per drawings and tile. existiqg Conditions prior to �0111 that portion of tile
placement shall collrbrIn to MANNUAL OF STANDARD PRACTICt', 2001 as bearif Ig point, pro�jisct. General conlractor is to inspect mmodel projects aml verifi� prior ukie arid
propureJ b�y CR84. All lklpsplicez,� to be mininturn 36 bar dimmewrs. all horizontal 10)SIleati) rooS with 5/8" plytvood with minimunispan ratingof 40.1 orbe-tter. proper di'�,posal of exim-hig materials (Le'. 4sbesto5. etc.) as required by oode.
reinforcement to he contii.,iouq around coi neri and ,it wall Intersections. Nail plykvood udth 8d kQ. 6" oc at panel edgios and I- oc tit Identity ol'all existing b;dden structurtu plans basiod olxm plans by ThcTrout
minimurl reinfolcoment protection- members, Creck Collaboxative and Boyle Fogincering, jnt dated 12 July 1933.
-conerete poured against earth 11) Sheath till exterior wlws with Ile, pkywood with miniamispatirating o1`24,10 or if j, All materials exposedmi exterio. and ormoisure conditionsshall IV treated for
-conerele poured in - forinti 2" beucr, Nall Willi 8d C' oc to till studs. those conditions (i.e., chemicall pairinm daml )otiu& t
� g m.
-con eretio slabs 12),I. ivic loads usod for desig ji- membranes, llash;n& Qtc.) as required by code. All materials to he treawd €t)#' firo
5) All lombersluill N Doug-Fir PQ S4S or N all ,volmanizee hImber shall -Roof-80 PA'sliow. rosktaxict as rquirod by code.
I-1cm-Fir #2 S4S or btaler(all hijnberwithin 18" tai finisli gyade must be -Ftoor-50 psf residential. 2 1) Furnish one set cit'shop mid eiveeion drawings fear rein!broirig steel, structural
w ool Provide solid blookingat 8%0 oti center in all c9aalxllrtxS €alp. Ali -l: Deck- 100 r-st. %wel, plant f4bricated Wood joists and gitied-laminated thiiber to the engineer for
Columns to be colitimous ,> x' to foundation. colklinns'speciffed Oil pialls are. -Wind-90 inph (3second gust), Exposore B, review and arproval� prior lo.�abrlcatlom wherl 'Shop dm-,ving,� wre prepared by the
provide otw i<Jng said for opening to 6 and 2 Ling studs for -Earthquake-Zone C-1130. of pfi)inciatte. stll)ci) #7t€klt trail
oponiq6's over 6%0". 13) All construction ariist coniply •itli the 2003 International Rulklillg Code as
6) Glulum and quality controlshall confirm to STANDARD adopted by the Town of Vail Building Departmentand die "General Condition of
SI FOR STRIJ(:TURAL GLUED LAMINX.11"'W11MBER OF the Contract Air conwructiolf � (Alai Document A201). All eoustiuotion inust bc!
SOFFWOOD AITC 11 7-2 1 004 aadT IMBEiR CON�STRUCTION completed withill the tolortime", do'scribeel it) the `Residieriflal Construction
, MA`N`UAI, (5 its prep amd ti . Sind plespan IN-atus shall be Pc6ormance Gaidclineil' as prepared Ian ebo NA FIONA].. ASSOCIATION OF
Symbol 241-114 with no cambr, Conti nuous or cantilevered b �-
Shall N Comhination,�cyrnhol 24F-V8 with tit) oamber. Gfulmn columns. be
3. adhesives shall conform to the requiremems &v ivot
REPLACE EXISTING TREATED 2x10 LEDGER STONE PER ARCH'LS
DECK FRAMING TO w/ 3/4" DIA. x 6 1/2" TWNS
MATCH ORIGINAL @ 24" ox. HEATED 5" CONCRETE
WALKWAY w/ #4 BARS
@ 12" ox. BOTH WAYS
EXISTING 99'-8"
PLANTER
TO REMAIN 99'-4"
AT D SIM,
4'-0#'
98'-8"
#4 BARS @ 12" o.c. BOTH EXISTING SLAB
WAYS DRILLED 6" INTO EXISTING TO REMAIN
HEAVY DUTY
OR NEW FNDN. AND GROUTED w/ Al
NON-SHRINK EPDXY
CAULK
- 1i1 - 41_1 =` - 111
—1t
IT� I
Ai " U " SERIES 1 -111 1 � 1 11
_ "" 4
HANGERS
#4 DOWELS @ 24" ox.
7 V i 2 , _ 0 „
2
It A #4 BARS @ 24" o.c. T lt�
_Ir H 1 11 T�= 111 = 111 = 111111 11{ _ j1 11 1 1 '
#4 DOWELS @ 24" ox.
2 - 5 BARS CONT. TOP
W It
�M AND BOTTOM 8 �
G
1' -0 "'
0 11 1 94'-1 1/4
SWALE Ilk Ij
EXISTING FNDN.
EXISTING DRIVEWAY THICKEN EDGE OF TO REMAIN 3 - # 5 BARS CONT.
TO REMAIN - FIELD SLAB WHERE EXPOSED
CORRDINATE CONNECTION TO 12" x 12" 4" GRAVEL
TO HEATED CONCRETE ETAIL E
MINIMUM
DRIVEWAY
D
E 8" 8" 8"
4" DIA. PERIMEITERi
DRAIN w/ GRAVEL
1 2'4'
PER SOILS REPORT
1/2" DIA. ANCHOR FRAMING PER PLAN DETAIL D 1/2" DIA. ANCHOR FRAMING PER PLAN
BOLTS @ 36" ox. rD BOLTS @ 36" ox.
2x6 REDWOOD DECKING
STONE PER ARCH
'LS 3/411 11-01,
TO MATCH EXISTING
DECKING
OL 99'-9 A3/4 o L 99'-9 3/4"
100
1001-01, Ak
12 WOLMANIZED 2x12 REDWOOD 2x6
99 @ 16" o.c. DECKING TO OL 99 <
1/8
MATCH EXISTING
*
99'-4"
99 L
T
v
7�
b 98W 1/4" WOLMANIZED
5" CONCRETE 2x12 @ 16" O.C. 111 1 WALKWAY SLAB w1,:r_-_m LEDGER PER PLAN z PER PLAN LEDGER PER PLAN
#4 BARS @ 12" me WOLMANIZED 2-2x12 _M5
co
PER PLAN
BOTH WAYS DRILLED 2 - ----- ---- \ - 211
6" INTO FNDN. AND
10 --------
GROUTED w/ NON- #4 BARS 24" o.c. LEDGER PER PLAN 1 M11 #4 BARS 24" ox.
SIM, SON LC13
SHRINK EPDXY. 'g
OR APPROVED
i �° 111 - 111 1 1 111 111 EQUAL
#4 DOWELS @ 24" o.c. #4 DOWELS @ 24" oc.
12" DIA. PIER
4" DIA. PERIMETER 8" 121-0-1 245 BARS CO 4" DIA. PERIMETER 8" 12'-0"
DRAIN w/ GRAVEL DRAIN w/ GRAVEL
PER SOILS REPORT PER SOILS REPORT
2 - # 5 BARS CONT. TOP 2 - # 5 BARS CONT. TOP
AND BOTTOM 2 - # 5 DOWELS AND BOTTOM
941-1 1/4" 10. 2'-6" 94'-1 1/4" •
Ilk _J OIL N
3 - # 5 BARS CONT. 94'-1 1/4 " 3 - # 5 BARS CONT.
b ,
0 1 0
3 # 5 BARS
EACH WAY _ wnwma
It I k It
8 8 8 8" 8"_ 8"
/ -------------
2'-(
_6 6
2 l it
Z-0
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DETAIL C DUEL T A 11 LL B A UD ETAI L A
S1 3/4' = 1' -0"' 3/4" = 1' -0" S1 3/4-1 1, -0„
FOUNDATION PLAN
NORTH
NOTE- PROVIDE CRAWLSPACE VENTILATION AS REQ'D BY CODE. 1/4 = 1 1 -0 11
C� C14
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NOTE:
0 DURING DEMOLITION EXPOSE
EXISTING PLYWOOD BEAM TO
6
EXPOSE COMPRESSION AND
TENSION MEMBERS AT TOP x
AND BOTTOM OF PLYWOOD I (0 0
BEAM. COMPLETE STRUCTURAL ttt
REVIEW TO SUPPORT NEW u- x
ROOF BEAM AND FLOOR BEAM. 4- cl)
I , --
DF #1 3x10 LEDGER
w/ 2 - 1/2" DIA. x
6" LAG BOLTS @
16" o.c. INTO STUDS
El A
A
rF DETAIL F SECOND LEVEL AND LOWER ROOF FRAMING MAIN LEVEL FRAMING
S 1 1/2 = 1 1 -0 1, 1/4" = 11-011 1/4 = 1
2-LVL 13/4 x 9 1/4
BEAM PER PLAN
WAll 01 VAA/nnr)
OIL 104'-5 518
T
2-2xlO PER
PLAN
TOP OF PLYWOOD
104'- 5 5/8"
2x14 LEDGER W/
8-16d SPIKES @
16" o.c.
STAIRS PER
ARCHILS
2-2x 2
EDGE OF ROOF EXTENSION
EDGE OF LOWER
ROOF
1/4" BENT PLATE
8" TALL W/ 4 - 3/4"
DIA. M.B. THRU
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1 /4 = 1' -phi
TOP VIEW
I
, C) 0
WALL LEGEND
WALLS TO BE REMOVED
WALLS TO BE ADDED
EXISTING WALLS
TO REMAIN
r
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THIR D LEVEL FRAMING
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IMPROVEMENT LOCATION CERTIFICATE
tu:svTm ;1 m ums g or Duraening any part of saxa parcel, except as slated.
APPROX LOCATION
M ODERATE HAZARD?
AVALANCHE ZONE
(SAN OF LINE) Cc Iorado PIS A116
(SEE NOTE 7) Z
µ
Date: _��
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