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T1.1 TITLE PAGE
1 ---
GLl TOPO
Gila EXISTING SITE PLAN
■ ■ ■i=
C1.1b SITE /LANDSCAPE PLAN
CM1.1 CONSTRUCTION MANAGEMENT PLAN
Q
ARCHITECTURAL FLANS ��►
D1.1 LOUDER LEVEL DEMO PLAN ► ��
D1.2a MAIN LEVEL DEMO PLAN
1916 WEST GORE CREEK DRIVE D1.2b MAIN LEVEL DEMO PLAN
D1.3 ROOF DEMO PLAN
ALL LOUDER LEVEL PLAN
A1.2 MAIN LEVEL PLAN
VAIL A13 UPPER LEVEL PLAN`
d
4
A1.4 ROOF LEVEL PLAN �,
A2.1 IELEVATION5 554
Ei.l LOWER LEVEL ELECTRICAL r
lin
E1.2 MAIN LEVEL ELECTRICAL
E13 UPPER LEVEL ELECTRICAL U cv
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MEETING DATE. 20 APRIL 2011
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ARCH ITECT CONTFR CTOR OWNS R�5 ELE L &CAFE
GI ARCHITECTS, INC. AI CUSTOM BUILDERS TIM AND mERIDITN MOORE CRIES ARCHITECTS, INC. EARTH WORKS � g
PC BOX 2195 FO BOX 2809 4102 SAINT LUCIA STREET PO BOX 2195 1=0 BOX 2195 Gies Architects, Inc.
EAGLE, COLORADO 81ro31 EDWARDS, COLORADO 81632 BOULDER, COLORADO 80301 EAGLE, COLORADO 81631 EAGLE, COLORADO 81(031 IA- � Expressly disclaim an
9'10- 328 -9280 9 -920 -8��1 9 -328 -9280 9�0- 328 -928Q� x responsibilit from any
` n unauthorized use of these
plans, drawings, and notes.
Any authorization must be i
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
GENE FRAL CO D I T I ON5 - GENE fRAL NOTE 5 - Drawings are not to be
scaled.
This drawing may have been
1. LICENSES AND PERMIT :ALL WORK SHALL BE PERFORMED UNDER PERMIT FROM ALL 9. ARCHITECTS ROL E:THE ARCHITECT WILL NAVE NO RESPONSIBILITY TO 5UFERV16E OR 1. DO NOT SCALE DRAWING reproduced at a size differen
GOVERNING AUTHORITIES AND SHALL BE INSPECTED BY THEIR PERSONNEL AND OBSERVED COORDINATE THE CONTRACTOR'S WORK, TO STOP WORK FOR ANY REASON OR TO INSURE 2. ALL GENERAL NOTES 4 GENERAL CONDITIONS NOTES TO BE CONSIDERED PART OF THE than it was originally drawn.
Not to be published - all
BY THE ARCHITECT. CONSTRUCTION SAFETY. H15 SOLE FUNCTION SHALL BE TO ACT AS THE OWNER'S AGENT CONSTRUCTION DOCUMENTS, rights reserved.
2. INSURANCE: CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY CONTRACTOR'S IN MAKING PERIODIC VISITS, AS SET UP WITH THE OWNER, TO OBSERVE WHETHER THE 3. CONTRACTOR REQUIRED TO NOTIFY ARCHITECT OF ALL DISCREPANCIES IN THE
CONSTRUCTION DOCUMENTS AND AWAIT CLARIFICATION PRIOR TO COMMENCEMENT. - PROJECT
LIABILITY INSURANCE (PERSONAL AND PROPERTY) AND WORKER'S COMPENSATION MEETING WORK IS PROCEEDING ACCORDING TO THE PLANS AND SPECIFICATIONS, THE ARCHITECT 2010 -03 3
MINIMUM COLORADO REQUIREMENTS. AND SHALL PROVIDE PROOF OF SAME UPON REQUE5T, WISHES TO CONSULT WITH THE CONTRACTOR FREQUENTLY AND PROVIDE WHATEVER 4. CONTRACTOR TO VERIFY ALL UTILITY INFORMATION AT JOB SITE BEFORE COMMENCING
ASSISTANCE OR CLARIFICATION MIGHT BE NECESSARY TO KEEP THE JOB PROCEEDING CONSTRUCTION. Q ISSUE DOTE
3. SAFETY: CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS FOR THE SAFETY ACCORDING TO SCHEDULE AND PLAN. SHOULD QUESTIONS ARIS r.. E, THE CONTRACTOR OR REFER TO ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAUJINGS
~ E AP 12 -30 - 20 10
OF EMPLOYEES, WORKERS, OCCUPANTS AND THE PROPERTY ITSELF. MUST MAINTAIN TWO SUBCONTRACTOR MAY CALL THE ARCHITECT DURING NORMAL BUSINESS HOURS AT FOR COORDINATION OF ALL WORK AS REQUIRED TO PREVENT CONFLICTS BETWEEN F� � 01 -05 -2011
(2) ABC FIRE EXTINGUISHERS ON THE JOB SITE FROM START TO FINISH, 9- f0- 325-9280, VARIOUS TRADES DURING CONSTRUCTION, DD �'2 01 -12 -2011
4. MEASUREMENTS BEFORE ORDERING MATERIALS OR DOING ANY WORK, CONTRACTOR
10. 51GNAGE: CONTRACTOR AND ARCHITECT MAY ERECT A SIGN IDENTIFYING 6. ALL WORK TO BE INSTALLED IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND DD *3 01 -14 -2011
WILL VERIFY MEASUREMENTS ON SITE. THEMSELVES FOR THE DURATION OF THE PROJECT. THE SIGN MUST BE IN COMPLIANCE REGULATIONS AS WELL AS 501L5 TEST INFORMATION AND SOILS ENGINEERS � 1d 5etl 01 -14 -2011
5. MATERIALS ALL MATERIALS TO BE NEW, IN GOOD CONDITION AND OF STANDARD WITH ALL APPLICABLE LOCAL REGULATIONS AND SUBMITTED TO THE ARCHITECT FOR RECOMMENDATIONS. DD *4 01 - -2011
GRADE OR BETTER AS GALLED OUT IN THE CONSTRUCTION DOCUMENTS. IF ANY SPECIFIED APPROVAL PRIOR TO FABRICATION. - 1. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING AT ALL TIMES. � � D * 5 01 -23 -2011
PRODUCT IS UNAVAILABLE OR IF THE CONTRACTOR WlePE5 TO SUGGEST AN ALTERNATIVE, Il, DESIGN: DRAWINGS AND DESIGN CONCEPT ARE PROPERTY OF THE ARCHITECT AND 8, PROVIDE FLASHING AND /OR COUNTER FLASHING AND WATERPROOFING AT ALL t edes Teri 18 F 2011
CONTACT THE ARCHITECT FOR VERIFICATION. ANY USE OF SUCH DRAWINGS AND CONTENT FOR ANY OTHER PROJECT WITHOUT WRITTEN CONDITIONS WHERE ROOFING ABUTS VERTICAL WALLS AND WATERPROOF ALL FLAT )
DD oro 3 -01 -2011
ro. WORKMANSHIP ALL WOW SHALL BE PERFORMED BY MECHANICS SKILLED IN THEIR CONSENT FROM THE ARCHITECT 15 STRICTLY PROHIBITED BY LAUD. 5URFACE5 AT THE BUILDING PERIMETER (18" MIN.). "`"j � on, D 3/10/2011
RESPECTIVE TRADES IN ACCORDANCE WITH THE BEST PRACTICES OF THAT TRADE. 12. CHANGES: CHANGES MADE FROM THE PLANS WITHOUT THE CONSENT FROM THE 9. PROVIDE SMOKE DETECTORS AS REQUIRED BY LATEST EDITION OF APPLICABLE CODES � rb final 2a March 2011
CONTRACTOR 15 TO COORDINATE, SUPERVISE AND TAKE RESPONSIBILITY FOR ALL WORK OF ARCHITECT ARE UNAUTHORIZED AND SHALL RELIEVE THE ARCHITECT OF RESPONSIBILITY AND REGULATIONS. 0
HIS EMPLOYEES AND SUBCONTRACTORS AND THEIR EMPLOYEES. FOR ALL CONSEQUENCE5 ARRIVING OUT OF SUCH CHANGES. 10. PROVIDE ATTIC AND CRAWL SPACE ACCESS AND VENTILATION AS REQUIRED BY
1. DEBRIS 51TE AND BUILDING SHALL BE KEPT IN A NEAT AND SAFE CONDITION AT ALL CODE(5).
TIMES. CONTRACTOR TO PROVIDE A DUMPSTER ON SITE OF A SIZE NECESSARY TO Il. PROVIDE WATERPROOF MEMBRANE V -0" (MIN.) UP THE EAVE OVERHANG AT ALL ROOF
ACCOMMODATE ALL TRASH REMOVAL NEEDS. CONDITIONS,
8. CHANGES OWNER AND CONTRACTOR MAY NEGOTIATE ADDITIONS, DELETIONS, OR 12, PROVIDE ALL FIRE STOPPING AND DRAFT STOPPING AS REQUIRED BY CODE(5).
REVISIONS TO THE SCOPE OF WORK AND ADJUST THE CONTRACT SUM ACCORDINGLY. A 13. ALL EXPOSED FLASHING AND GUTTERS TO BE COPPER,
WRITTEN RECORD OF EACH CHANGE SHALL BE KEPT BY CONTRACTOR FOR FINAL 14. PROVIDE ONE HOUR RATED FLUE CHASES. T1,1
ACCOUNTING. THE ARCHITECT WILL BE MAILED A COPY OF ALL CHANGES. 15. ALL 5TUD FRAME WALLS 5 1/2" UNLESS NOTED OTNER11115
s
7946.1 7w
f
/
f
f
f
f
f
f
GRAPHIC SCALE
10 0 5 10 20
{ IN FEET )
1 inch = 10 ft.
7945.8 7947.1
/ FLOW LINE OF CURB -�
/ AND GUTTER �. �.��► 7947.6
/ EDGE OF ASPHALT - / j f
/ ew= 7x47.4
`Y
/ ` INLET = 7947.3 / Tw= 7950.2
(FULL OF DEBRIS) f /�
DECORATIVE ROCK
7947,7 RETAINING WALL
EDGE OF ASPHALT -� y / FLOW LINE OF � f f ew =7947.2
CONCRETE PAN Tw= 7s5t.7
Co / v / Bw= 7848.5
Bw =7947.5
f / ; 7946.9
/ f
7944.9
/ 7946.3 1' 7947.7
BURIED SEWER LINE /
AS
DRI
ti
7944.0 / �,x O 7945.8 - / �/ f' J 7950.0
BURIED GAS LINE
EDGE OF ASPHALT
FLOW LINE OF CURB
AND GUTTER
7945.4
TOP BACK OF CURB
7945.2
7945.4
TELEPHONE
PEDESTAL
FOUND No. 5 REBAR
(S52 - 0.9' FROM LOT CORNER)
SEWER MANHOLE MH 1680
RIM ELEVATION = 7944.2
INVERT ELEVATION (NE) = 7935.6
(PROJECT BENCHMARK)
5
< 111/
BURIED CTV LINE
LOT 47
0.2564 ACRES
ADDRESS: 1916 WEST GORE CREEK DRIVE
37
�J
1 c0 / ,
L
FOUND No, 5 REBAR
/ I
/ LOT 4A
HIGHLAND MEADOWS FILING No. 2
L.S. No. 20695 (S65'07'E - 1,4' FROM LOT CORNER)
,.✓ LOT 5B
HIGHLAND MEADOWS FILING No. 2
(BOOK 727 AT PAGE 846)
LOT 5A
HIGHLAND MEADOWS FILING No. 2
(BOOK 727 AT PAGE 846)
GENERAL NOTES
1. DATE OF TOPOGRAPHY; JUNE 9, 2010..
2. PROJECT BENCHMARK: SEWER MANHOLE MH 1680 LOCATED NORTHWEST OF LOT 46. RIM
ELEVATION = 7944.2, INVERT ELEVATION (NE) = 7935.6.
3. LOT 47 IS SUBJECT TO THE EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS,
RESERVATIONS AND NOTES AS SHOWN OR RESERVED ON THE PLAT OF VAIL VILLAGE
WEST FILING No. 2 RECORDED JULY 7, 1965.
4. LOT 47 IS SUBJECT TO THE EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS,
RESERVATIONS AND NOTES ON THE PLAT OF RESUBDIVISION PLAT RECORDED MARCH 6,
2002 UNDER RECEPTION No. 788302.
5. ALL BURIED UTILITIES SHOWN HEREON WERE FIELD LOCATED BY OTHERS AND ARE SHOWN
FOR REFERNECE ONLY. PEAK LAND CONSULTANTS, INC. ASSUMES NO RESPONSIBILITY
FOR THE ACCURACY OF THE LOCATIONS SHOWN OR FOR ADDITIONAL UTILITES NOT
SHOWN. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
6. PEAK LAND CONSULTANTS INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT
PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS -OF -WAY OF RECORD.
RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED BY LAND
TITLE GUARANTEE COMPANY, ORDER No, V50027638, DATED FEBRUARY 12, 2010, AT
5:00 P.M..
7. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION
BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST
DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN
THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION
SHOWN HEREON,
SURVEYOR'S CERTIFICATE
1, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF
THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS
MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND
CORRECT TO THE BEST OF MY KNOWLEDGE.
••
DATE: - -_ - -- 4 •'
s .
lR �iw.rr!���
BRENT BIGGS
COLORADO P.L.S. No. 27598
FOR & ON BEHALF OF PEAK LAND CONSULTANTS, INC.
INDICATES A DECIDUOUS TREE WITH TRUNK DIAMETER.
t I
- -_t - INDICATES AN EVERGREEN TREE WITH TRUNK DIAMETER.
LOT 6B
HIGHLAND MEADOWS FILING No. 2
(RECEPTION No. 840994)
FOUND No. 4 REBAR WITH WASHER
(S78`31'E - 0,9" FROM LOT CORNER) AND
FOUND No. 5 REBAR WITH 1Y2" ALUMINUM CAP
L.S. No. 20695 (S71'41'E - 1,0' FROM LOT CORNER)
T OPOGRAPHIC AP
LOT 47,
1 RESUBDIVISION OF THE STRAUSS SUB DIVISION,
V VILL • L I AND I
TOWN OF 1 E COLO
DRAWN: J
DATE: 06/09/10
REVIEWED: BB
PLC JOBB #:
SHEET 1 of 1
RAIL ROAD RETAINING
WALL (TYPICAL)
FOUND No. 5 REBAR
(N88'02'W - 1.3' FROM LOT CORNER)
SEVVER UANHOLE Ir,fl-i 168.0
RiM ELE`iA'PON - 7944�2
T ! E 1, 7 0 1,
N E (NE" = ^i
ARK T BENCH
Ile
IS44.0 ---\\V 100,
F
TOP B AC
TELEPHONE
PE DESTA L
FOUND
(S52* 35W - 0.9' FROM
/X
7�,4 1 --7
I -le
LO 6B
HIGi-P iNND I1,!EADO'VVS R� - ING Nrl "
(RE'CEPPON No. 340,9194 , )
FOUND c,. Z REBAR Vv'1 W;-NSHER
R0.'A LOT
/ - � f 9 1` J CORNEP" A 1\1 D,
�S��8 31 ).'� '' ' 1�
FOUND No. 5 PFB, VIVITH I Ai-' 'jV1NfLjM CAP
L.S. Nc. 20695 (Si. ' 4VE FRMI LOT CORNER)
LOT 5B
HIGHLAND VIEADOVVS FILING No. 2
(BOO✓ 7 /27 AT PAGE 8461) GRAPHIC SCALE
2
IN FTET
LOT 4A I inch = 10 ft.
HIGHLAND �EADOINS FILING No. 2
EXk5TING; &ITE FLAN.
6C,4LE. P=10"-0
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Gies Architects, Inc.
Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be ii
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differew
than it was originally drawn.
Not to be published- all
rights reserved.
PROJECT NO.
2010-03
1-21-2011
-23-2011
�--' V21 - t." 1 fliStll L'- I �, Q'111i_,11 )
7950'- 2 3/8"
11, 7 7 - 0" Al)
794 5_9
I 714
A N D G U R
7947 4
NLEI 7947.'
'RIS)
D EC'
EL _)RATIVE ROCK
RE T / I N G
EDGE Cr A
l0
'_ L FILO"N LINE T_'� No 5 REBA
. R 7
ASPH'k T OF loo, 7 1 � , 47 �� ��,N_, FCUN .1 1 ( �
F�,__qg ' - (N8 8' 0 2', 1/ - 1.35' F RO M LC' ORN
n,E-_'R`
C 0 N C R F T E P
'00
'000, " ') , LIMITS OF
"Ov R��--7947.5
loo Y,� DISTURBANCE
X FENCE
, 44�9 7952'- 8 3/
9, A
7948'- 4 VOOD , FENCIE
,>
A— 7 \V
loe SNOW
STORAIS
SNOW F3W-7114S17 �� ���
:-3U:R'!ED SEY&ER LINE STORAGE A EA BY
AREA
NOW BLO
,Ole 51 s A'j IALT 25 of
X WAY
Q) IM TS OF <
0 Ju DIS 17URBANCE
y T
EDGE OF ASPHAI-T .f STUCCO ENCE 107 k
/1 100, AL �� /\ LICH7 POLE
IS44.0 7 Q 4 5 S, F N TYPIC AL)
1001 \-) 'I',
M A L T A 1 f S
BURIEl) GAS L11 !I: _AND'NC
CCES Drv 7950 •
GARAGE
SLAB UP
F L 011 i N E O C U R E
AND T__
ylm S O F
7 1,4 5 DISTUR
FEN f �F
lop B/AcK or 1 -k-RE
R
AB
%
FO'UNE Nc_ 5 REDAR
( S52 0.9 FROM LC rORNER)
0 00 60 60 40
BURIED C V LINE
%
jjjj,j,0111,111 %
HAI % % EXIST. R ♦ L ROAD IDGE=7982.25
v (T) Al % %
wall not to be touched LIMITS of NOTE: % % G I R 961
DISTURBANCE ADD- LD FLOWER %
%
FENCE MIX TO REA ♦♦
%
LOT 47 %%
Ll
SECURE FENCING TO
2" X 2" METAL POSTS
PCVOING HT.
FILTER FABRIC ATTACH
SECURELY TO UPSTREAM
SIDE OF POST W BATTEN
SCREWED OVER TOP Or
FABRIC
F`CNDW_v HT.
L-4'x6* TRENCH WITH
COMPACTED MAC-10
$TANI2ASV 12ETAIL
TRENCH WITH NATIVE 13ACOILL
CJ' ILT FENCE
NO SCALE
NOTE,
1) INSPECT AND REPAIR FENCE AFTER EACH STOW
EVENT AND REMOVE SEDIMENT WHEN IT REACHES
S" DEPTHL
2) REMOVED SEDIMENT SHALL BE DEPOSITED TO
AN AREA THAT WILL NOT CONTRIBUTE TO AN AREA
THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE
AND CAN M PEF"ANIENTLY STABILIZED.
a) SILT FENCE SHALL BE PLACED ON SLOPE
CONTOURS TO MAXIMIZE PONOING EFFICIENCY.
4) TURN SILT PENCE UPHILL AT THE ENDS TO
PREVENT WATER FROM FLOWM AROUND THE
FENCE.
FILTER FABRIC ATTACH
SECURELY TO UPSTREAM
SIDE OF POST W1 BATTEN
SCREWED OVER TOP OF
FABRIC
SEAL
ALIEENATE DETAIL
TRID4CI4 WITH GRAVEL
.EfRO,51CN CONTfPC)L �IETHC)F,)5,
SCALE: NONE
TfP,,EE FROTECTION
V�,L_ 9 &CALE.-NONE
%
0.2564 AC RES
NEW RIDGE=7991.25'
Z I � L
ADDRESS: 19`6 NES! CORI: E'2R�vE
♦
%
NOTE
REVEL ALL DISTURB
AREA'S WITH NATIVE
GRASS
PROPOSED
HOT TUB
Ra ............
LOT 46
LIMITS OF ,�
DISTURBANCE
FENCE
FOUND No. 5 PE13AR
LOT 4A
HIGHLAND MEADO"i'vS FLING No. 2
"g W011
, vdoW
LIMITS/ OF
DATE
RE APP
LIMITS OF
DISTURBANCE
0
FENCE
Dr) *2
01-12-2011
EV *3
01-14-2011
BId Set
01-14-2011
DD 0 4
01-21-2011
DID wo
01-23-2011
deslar
15 Feb 2011
lDr-> #(0
1
on. DRIE5
3/10/2011
rb f Ina
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PRICING
5ET & APRIL 2011
U_
0-
Of—
00)
tu
UJ
0-
<1
tu
Z
SEAL
ALIEENATE DETAIL
TRID4CI4 WITH GRAVEL
.EfRO,51CN CONTfPC)L �IETHC)F,)5,
SCALE: NONE
TfP,,EE FROTECTION
V�,L_ 9 &CALE.-NONE
%
0.2564 AC RES
NEW RIDGE=7991.25'
Z I � L
ADDRESS: 19`6 NES! CORI: E'2R�vE
♦
%
NOTE
REVEL ALL DISTURB
AREA'S WITH NATIVE
GRASS
PROPOSED
HOT TUB
Ra ............
LOT 46
LIMITS OF ,�
DISTURBANCE
FENCE
FOUND No. 5 PE13AR
LOT 4A
HIGHLAND MEADO"i'vS FLING No. 2
"g W011
, vdoW
LIMITS/ OF
NOTE:
IS
FOUNrD No. 5 REPAIR '1111H 1 1 /." ALUMINUM CAP
L.S. No. 20695 (S65 07'E - 1.4' "FROM 1101, - C 0 R N E R)
LOT 5B
HIGHLAND MEADOWS FILING No.
(BOOK 727 AT PACE 8461
ALL DI
WITH
A❑
EXISTING AREA CALCS
ALLOWABLE SITE COVERAGE: (0.256 AC) 11, 151.36 SF * 20%
ALLOWABLE SITE COVERAGE IS 24% OF THE LOT
PER VARIANCE APPROVED IN 1985
TOTAL SITE COVERAGE AS BUILT -
SNOW STORAGE
DRIVEWAY AREA: 820 SF
30% = 246 SF
ON SITE SNOW STORAGE AREA= 301 SF
PARKING:
L 0 T I 6B 4 SPACES
HIGHLAND MEADOW' !N(] No. 2 4,000 sf to 5500 sf= required 4 spaces
FOUND No. 4 REE3AR N - NASilE
(S78' 3VE FROM LC COPN R) /,N'D
�rOUND No. 5 RE*;BAIP N !H AL 11 1 CAfP
L.S. No. 206 (S71' 41 .,0 FrC1'\4 LCI CORNER)
LOT 5A
H I GH 1 - AND MEADOhS FILING No. 2
(SOCK 727 AT PAGE 846)
GRAPHIC SCALE
10 0 5 10 20
IN FEET
1 inch — 10 ft.
LANDSCAPE KEY
SYMBOL QUANTITIES COMMON NAME BOTANICAL NAME SIZE
grA DOUGLA5 FIR f-61HUDOTSUGA MENZIESII Iro'-20'
2 ASPEN FOnLU5 TfREMULOIDES 4"
2
REMOVE ASPEN
EXI&TING
47 TREE
5 PERENNIAL SHRUB 5 GAL
LANDSCAPE AREA CALCS
LANDSCAPE SITE AREA: (0.256 AC)
LANDSCAPE MIN. 60% OF 11,151 SF:
BUILDING SITE COVERAGE:
DRIVEWAY/•A
.•D .• AREA:
LANDSCAPE AREA REQ.
NATURAL AND PLANTED LANDSCAPING:
2,230 SF
2,673 SF
2 SF
11, 151 SF
6,690.6 SF
2552 SF
895 SF
688 SF
2,555 SF
7,992 SF
DATE
RE APP
LIMITS OF
DISTURBANCE
DD 4 4
FENCE
Dr) *2
01-12-2011
EV *3
01-14-2011
BId Set
01-14-2011
DD 0 4
01-21-2011
DID wo
01-23-2011
NOTE:
IS
FOUNrD No. 5 REPAIR '1111H 1 1 /." ALUMINUM CAP
L.S. No. 20695 (S65 07'E - 1.4' "FROM 1101, - C 0 R N E R)
LOT 5B
HIGHLAND MEADOWS FILING No.
(BOOK 727 AT PACE 8461
ALL DI
WITH
A❑
EXISTING AREA CALCS
ALLOWABLE SITE COVERAGE: (0.256 AC) 11, 151.36 SF * 20%
ALLOWABLE SITE COVERAGE IS 24% OF THE LOT
PER VARIANCE APPROVED IN 1985
TOTAL SITE COVERAGE AS BUILT -
SNOW STORAGE
DRIVEWAY AREA: 820 SF
30% = 246 SF
ON SITE SNOW STORAGE AREA= 301 SF
PARKING:
L 0 T I 6B 4 SPACES
HIGHLAND MEADOW' !N(] No. 2 4,000 sf to 5500 sf= required 4 spaces
FOUND No. 4 REE3AR N - NASilE
(S78' 3VE FROM LC COPN R) /,N'D
�rOUND No. 5 RE*;BAIP N !H AL 11 1 CAfP
L.S. No. 206 (S71' 41 .,0 FrC1'\4 LCI CORNER)
LOT 5A
H I GH 1 - AND MEADOhS FILING No. 2
(SOCK 727 AT PAGE 846)
GRAPHIC SCALE
10 0 5 10 20
IN FEET
1 inch — 10 ft.
LANDSCAPE KEY
SYMBOL QUANTITIES COMMON NAME BOTANICAL NAME SIZE
grA DOUGLA5 FIR f-61HUDOTSUGA MENZIESII Iro'-20'
2 ASPEN FOnLU5 TfREMULOIDES 4"
2
REMOVE ASPEN
EXI&TING
47 TREE
5 PERENNIAL SHRUB 5 GAL
LANDSCAPE AREA CALCS
LANDSCAPE SITE AREA: (0.256 AC)
LANDSCAPE MIN. 60% OF 11,151 SF:
BUILDING SITE COVERAGE:
DRIVEWAY/•A
.•D .• AREA:
LANDSCAPE AREA REQ.
NATURAL AND PLANTED LANDSCAPING:
2,230 SF
2,673 SF
2 SF
11, 151 SF
6,690.6 SF
2552 SF
895 SF
688 SF
2,555 SF
7,992 SF
Gies Architects, Inc.
Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be ir
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
1 PROJECT NO.
2010-03 1
168LIE
DATE
RE APP
12-30-2010
DD 4 4
01-05-2011
Dr) *2
01-12-2011
EV *3
01-14-2011
BId Set
01-14-2011
DD 0 4
01-21-2011
DID wo
01-23-2011
deslar
15 Feb 2011
lDr-> #(0
1
on. DRIE5
3/10/2011
rb f Ina
-A
PRICING
5ET & APRIL 2011
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Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be ir
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
1 PROJECT NO.
2010-03 1
168LIE
DATE
RE APP
12-30-2010
DD 4 4
01-05-2011
Dr) *2
01-12-2011
EV *3
01-14-2011
BId Set
01-14-2011
DD 0 4
01-21-2011
DID wo
01-23-2011
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15 Feb 2011
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3/10/2011
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PRICING
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15 APR IL 2011
NEW 61TE A LANA AF FLAN
SCALE: P=10'-011 I I I
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NO SCALE
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HIGHLAND MEADOWS FILING No. 2
7950'- 2 3/8"
7 0"
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HIGHLAND MEADOWS FILING No. 2
(BOOK 71,271, A-T PAGE 846)
( IN FEEF )
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Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be it
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
PROJECT NO.
2010-03
C) ISSUE DATE
m;ZE AFF, 12 - = 30-2010
U DD 0 1 01 -05 -2011
Dr-> #2 01-12-2011
DD 0 3 01-14-2011
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C) DD *5 01-23-2011
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HIGHL.AND MEADOWS FILING' No. 2
(HErUPTION No, 840994)
FOUND No. 4 PEBAR 'RITH VASHER
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.EVEL DE�10 FLAN
I 2a March 2011
REMOVE
2. ALL KITCHEN CARS /APPANCES
TO BE REMOVED
3. ALL DRYUTALLIINSULATION
TO IBE REMOVED
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DD 0 2
01-12 -2011
DD *3
01 -14 -2011
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01 -14 -2011
DD 0 4
01-21 -2011
DD *5
01-23 -2011
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18 Feb 2011
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3 -01 -2011
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3/10/2011
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L � L �7 / I
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ROOF TO REMAIN
I. ALL WINDOUro/VOOR TO BE RMOVEr->
2. ALL KITCHEN CAVS/APFANCES
TO BE REMOVED
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TO BE REMOVED
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TO BE REMOVED
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plans, drawings, and notes.
Any authorization must be it
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
1 PROJECT NO.
2010-03 1
II
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DEMO NOTES:
L � L �7 / I
DEMO ROOF
ROOF TO REMAIN
I. ALL WINDOUro/VOOR TO BE RMOVEr->
2. ALL KITCHEN CAVS/APFANCES
TO BE REMOVED
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TO BE REMOVED
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Gies Architects, Inc.
Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be it
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
1 PROJECT NO.
2010-03 1
II
I 2a March 2011
EXISTING DRIVE TO REMAIN
SCALE. 1/4"=V-0
SEWER LINE
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Gies Architects, Inc.
Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be it
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
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Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be it
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
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TOTAL SITE COVERAGE AS BUILT
1352 SF
1804 SF
3156 SF
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SEAL
Gies Architects, Inc.
Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be ir
writing.
The owner and architect
assumes no responsibility fo
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
1 PROJECT NO.
2010
1561JE
Cq
'RE AP F
> 12-30-2010
01
01-05-2011
DD
rq
DD 0 3
01-14-2011
51d Set
01-14-2011
DD 1 *4
01-21-2011
DD
01-23-2011
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CC %
3-01-2011
on. DR E5
311012011
cirb f Ina
125 March 2011
PRICINGG
SET ro APRIL 2011
REV. DR13
15 APRIL 2011
00
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M
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SEAL
Gies Architects, Inc.
Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be ir
writing.
The owner and architect
assumes no responsibility fo
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
1 PROJECT NO.
2010
1561JE
DATE
'RE AP F
> 12-30-2010
DD 0 1
01-05-2011
DD
01-12-2011
DD 0 3
01-14-2011
51d Set
01-14-2011
DD 1 *4
01-21-2011
DD
01-23-2011
edeelgr
IS Feb 2011
CC %
3-01-2011
on. DR E5
311012011
cirb f Ina
125 March 2011
PRICINGG
SET ro APRIL 2011
REV. DR13
15 APRIL 2011
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Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be ir,
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
PROJECT
2010-03
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plans, drawings, and notes.
Any authorization must be ir,
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
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41,-3
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2010-03
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assumes no responsibility for
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assumes no responsibility for
use of incorrect scale.
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This drawing may have been
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Not to be published- all
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1 PROJECT NO.
2010-03 .7
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12-30-2010
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3-01-2011
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3/10/2011
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15 APRIL 2011
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15 APRIL 2011
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MR
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ISET ro APRIL 2011
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Gies Architects, Inc.
Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be it
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
I ---
PROJECT NO.
2010-03
16SUE
DATE
IRE 14P
2-30-2010
DO 0 1
01-05 -201I
DD #2
01-12-2011
C)0 0 3
01-14-2011
Ici 'Set
01-14-2011
DD #•
01-21-2011
DD *5
01-23-2011
edesler
16 Feb 2011
DD #6- v
3-01-2011
on. DRS
3/10/2011
drb final
26 March 2011
PRICING
ISET ro APRIL 2011
REV. DR6,
15 APRIL 2011
2,1
PROPOSED RIDGE RIDGE 1 1/2"
UPPER LEN
FINISH FL*
10
MAIN LEVEL I
FLOOR
- —
7 5'- 9 5/8"
LOWER LEVEL
FINISH FLOOR — — — — — — — — — — — — — ----- — — — — — — — — — — — — — — — — — — —
NEW 50UTH ELEVATION
6C,ALE. 1/4"=V-0
PROPOSED RIDGE RIDGE '111590 1/2
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Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be it,
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
1PR0jr=C,T No
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15_6UE
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DATE
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Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be it,
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
1PR0jr=C,T No
----20-10-03
15_6UE
IRE AF`F
DATE
12-30-2010
DE) 0 1
1 01-05-2011
Dr "1
01 - 12 - 2011
DID 0 3
01-14-2011
Bid Set
01-14-2011
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01-21-2011
DD *5
01-23-2011
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3-01-2011
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3/10/2011
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PRICING
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2,2
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RE: ELEVATIONS FOR
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unauthorized use of these
plans, drawings, and notes.
Any authorization must be i
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published - all
rights reserved.
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PROJECT NO.
2010 -Q)3
ISSUE
DATE
IF RE AP
._ 12 -30 -2010
DD *1
01 -05 -2011
DD "2
01 -12 -2011
DD '"3
01 -14 -2011
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01-14-2011
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01 -21 -2011
DD *5
01 -23 -2011
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18 Feb 2011
DD *6
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RE: ELEVATIONS FOR
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12
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RE: 5TRUCT FOR MORE INFORMATION.
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FOR MORE INFO.
SIDING MATERIAL VARIES
RE. ELEVATIONS FOR
MORE INFORMATION.
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WED BLOCK AS REO'D
TYPE "X" GYP. 5D.
TYPICAL EXT. WALL FRAMING
TYVEK HOUSE PAPER OR SIMILAR
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GRADE WALL SHEATHING ON 2X4
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INSULATION. (MIN R.-21)
WIN
SCALE: 1 1/2"=1' -0
3/8'X 4 1/2" KNIFE FL
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•
AN
Gies Architects, Inc.
Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be k
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
166ut=
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2-30-2010
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RE: ELEVATIONS FOR
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STANDING SEAM METAL FROOFII
AND WATER SHIELD OVER PLYI
SHEATHING OVER 4 X 0 RAFTEF
RE; &TRUCT FOR MORE INFORM,
EXISTING 2 X 0 RAFTERS 12 O.C. AND
PLY WOOD TO REMAIN, SISTER NEW 11 �'- ML
TO EXISTING RAFTERS 0 24 O.0
RE STRUCT FOR MORE INFO.
A6PPALT SHINGLES ROOFING OVER ICE AND
WATER SHIELD OVER PLYWOOD SHEATHING
OVER RAFTERS W/BLOWN-IN FOAM IN5UL.
(MIN, R-50)
RE: 5TRUCT FOR MORE INFORMATION. 21-011
2 X 2 CEDAR FREEZE BID.
(MATCH WE), SIDING)
W -aeg o -0.4
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RE: ELEVATIONS FOR
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RE. ELEVATIONS FOR
MORE INFORMATION.
EAV
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TOP OF BRGING
WED BLOCK AS REO'D
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TYPICAL EXT. WALL FRAMING
TYVEK HOUSE PAPER OR SIMILAR
ON 1/2" PLYWOOD EXTERIOR
GRADE WALL SHEATHING ON 2X4
STUD WALL W/5PRAY FOAM
INSULATION. (MIN R.-21)
WIN
SCALE: 1 1/2"=1' -0
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BOLTS W/2" DIA.
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•
AN
Gies Architects, Inc.
Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be k
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
166ut=
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IRIE AP
2-30-2010
DD 0 1
01-05-2011
DD 0 2
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01-14-2011
r->ID 0 4
01-21-2011
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01-23-2011
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28 March 2011
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RE; &TRUCT FOR MORE INFORM,
EXISTING 2 X 0 RAFTERS 12 O.C. AND
PLY WOOD TO REMAIN, SISTER NEW 11 �'- ML
TO EXISTING RAFTERS 0 24 O.0
RE STRUCT FOR MORE INFO.
A6PPALT SHINGLES ROOFING OVER ICE AND
WATER SHIELD OVER PLYWOOD SHEATHING
OVER RAFTERS W/BLOWN-IN FOAM IN5UL.
(MIN, R-50)
RE: 5TRUCT FOR MORE INFORMATION. 21-011
2 X 2 CEDAR FREEZE BID.
(MATCH WE), SIDING)
W -aeg o -0.4
TOP OF 5RG
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2 X 5 SUB FASCIA
2 X BLOCKING ----
PAINTED METAL
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2X4-2X8 CEDAR
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IXro CEDAR T4G
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SIDING MATERIAL VARIES
RE. ELEVATIONS FOR
MORE INFORMATION.
EVV' TYPE "X" GYP. 51).
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TYVEK HOUSE PAPER OR SIMILAR
ON 1/2" PLYWOOD EXTERIOR
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TYVEK HOUSE PAPER OR SIMILAR
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12
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RE. ELEVATIONS FOR
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ON 1/2" PLYWOOD EXTERIOR
GRADE WALL SHEATHING ON 2X4
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INSULATION. (MIN R.-21)
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SCALE: 1 1/2"=1' -0
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Gies Architects, Inc.
Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be k
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
166ut=
DATE
IRIE AP
2-30-2010
DD 0 1
01-05-2011
DD 0 2
01-12-2011
DD 0 3
01-14-2011
Id Set
01-14-2011
r->ID 0 4
01-21-2011
DD 0 5
01-23-2011
eclesigr
le Feb 2011
DD 0 6
3 -01 -2011
on, ID
3/10/2011
drb fina
28 March 2011
( cz) ENTH' fROCF,
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Gies Architects, Inc.
Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be i
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
PROJECT NO.
ISSUE
ELECTRICAL.... LEGEND
®
5" CAN 5" WATERPROOF CAN
DD *1
5" SLOPED CAN 5" SLOPED WATERPROOF CAN
DD *2
PENDANT LIGHT FIXTURE
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F-(C}
HALL WALL SCONCE
Id Set
EXTERIOR WALL SCONCE + EXTERIOR LAMP POST
DD 0 4
BATHROOM WALL SCONCE
DD S
FAN ONN PAN. ONLY
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FAN /LIGHT COMBO (NETONE 169 RFT)
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ROPE LIGHTING 10 5OX BEAMS
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CEILING MOUNT FIXTURE
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FLUORESCENT LIGHT FIXTURE
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JUNCTION BOX
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SWITCH $ SNITCH BOX ONLY (BLANK COYER) WITH POWER INSIDE
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3 -WAY SWITCH
3
7
4 -WAY SWITCH
4
DIMMER SWITCH
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GFI SWITCH
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DUPLEX OUTLET OUTLET NOTE:
ELECTRICAL CONTRACTOR RESPONSIBLE FOR
SINGLE OUTLET ADDITIONAL OUTLETS PER CODE REQUIRMENTS
SWITCHED DUPLEX OUTLET
GFI OUTLET
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FLOOR OUTLET (YIP LOCATION W/ OWNER)
AUDIO OUTLET /JACK IN FLOOR (VIF LOCATION W/ OWNER)
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ALL DATA OUTLETS TO HAVE SINGLE RJ45
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IN LAUNDRY ROOM
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Gies Architects, Inc.
Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be i
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
PROJECT NO.
ISSUE
DATE
AF F,
12 -30 -2010
DD *1
01 -05-2011
DD *2
01 -12 -2011
DD 0 3
01 -14 -2011
Id Set
01 -14 -2011
DD 0 4
01 -21 -2011
DD S
01 -23 -2011
edes ign
18 Feb 2011
DD 0 6
3 -01 -2011
on. D
3/10/2011
rb final
28 March 2011
1.1
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MAIN LEV ELECTfRICAL FLAN
SCALE: 1/4"=V-0
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Gies Architects, Inc.
Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be i
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
PROJECT NO,
2010 -Q>3
186UE ; DATE
RE AP 12 -30 -2010
DD *1 01 -05 -2011
DO 0 2 01 -12 -2011
DO 0 3 01 -14-2011
id Set 01 -14 -2011
DD *4 01 -21 -2011
DO 'tea 01 -23 -2011
eclesler 18 Feb 2011
DD 0 6 3 -01 -2011
an. D 3/1012011 _
rb final 28 March 2011
E 1,2
ELECTRICAL LEGEND
®
5 CAN 5" WATERPROOF CAN
5" SLOPED CAN 6'� 5" SLOPED WATERPROOF CAN
PENDANT LIGHT FIXTURE
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HALL WALL SCONCE
E-(D)
EXTERIOR WALL SCONCE EXTERIOR LAMP POST
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BATHROOM, WALL SCONCE
FAN ONLY
FAN /LIGHT COMBO (NETONE 769 WT)
SCI
RE LIGHTING 10 BOX BEAMS
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CEILING MOUNT FIXTURE
- -.• --
CABLE LIGHT SYSTEM
FLUORESCENT LIGHT FIXTURE
Q
JUNCTION BOX
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UNDER CAB LIGHT
SWITCH $ SWITCH BOX ONLY (BLANK COVER) WITH POWER INSIDE
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3 -WAY SWITCH
3
j
4-WAY SWITCH
4
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DIMMER SWITCH
D
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DUPLEX OUTLET OUTLET NOTE:
ELECTRICAL CONTRACTOR RESPONSIBLE FOR
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SINGLE OUTLET ADDITIONAL OUTLETS PER CODE REQUIRMENTS
SWITCHED DUPLEX OUTLET
GFI OUTLET
FLOOR OUTLET (VIF LOCATION W/ OWNER)
AUDIO OUTLET /JACK IN FLOOR (ViF LOCATION Wl OWNER)
Q
TELEPHONE
ALL DATA OUTLETS TO HAVE SINGLE RJ45
WIRED WITH CAT 6 TO COMM$ CLOSET
IN LAUNDRY ROOM
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TELEVISION
P
ALARM WIRING FOR "PIR" SENSOR
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HOME RUN BACK TO THE
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ALARM KEY PAD (LOWER LAUNDRY RM)
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Gies Architects, Inc.
Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be i
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
PROJECT NO,
2010 -Q>3
186UE ; DATE
RE AP 12 -30 -2010
DD *1 01 -05 -2011
DO 0 2 01 -12 -2011
DO 0 3 01 -14-2011
id Set 01 -14 -2011
DD *4 01 -21 -2011
DO 'tea 01 -23 -2011
eclesler 18 Feb 2011
DD 0 6 3 -01 -2011
an. D 3/1012011 _
rb final 28 March 2011
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-{B}-
PENDANT LIGHT FIXTURE
E-{C)
HALL WALL SCONCE
EXTERIOR WALL SCONCE E-{Lr EXTERIOR LAMP POST
BATHROOM WALL SCONCE
FAN ONLY
FAN /LIGHT COMBO (NETONE 169 RFT)
ROPE LIGHTING m BOX BEAMS
CEILING MOUNT FIXTURE
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GABLE LIGHT SYSTEM
Q
FLUORESCENT LIGHT FIXTURE
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3 -WAY SWITCH
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4 -WAY SWITCH
4
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ELECTRICAL CONTRACTOR RESPONSIBLE FOR
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SINGLE OUTLET ADDITIONAL OUTLETS PER CODE REOUIRMENTS
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FLOOR OUTLET (VIF LOCATION W/ OWNER)
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AUDIO OUTLET /JACK IN FLOOR (VIF LOCATION W/ OWNER)
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TELEPHONE
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ALL DATA OUTLETS TO HAVE SINGLE 5J45
WIRED WITH CAT 6 TO COMMS CLOSET
IN LAUNDRY ROOM
t� I
TELEVISION
ALARM WIRING FOR "FIR" SENSOR
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ALARM WIRING FOR CONTACT SWITCH HOME RUN BACK TO THE
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Gies Architects, Inc.
Expressly disclaim any
responsibility from any
unauthorized use of these
plans, drawings, and notes.
Any authorization must be i
writing.
The owner and architect
assumes no responsibility for
use of incorrect scale.
Drawings are not to be
scaled.
This drawing may have been
reproduced at a size differen
than it was originally drawn.
Not to be published- all
rights reserved.
PROJECT NO.
2010 - Q�3
ISSUE
D ATE
RE AP
12 - 30 - 2010
DD *1
01 - 05 - 2011
DD *2
01 -12 -2011
DD 0 33
01 -14 -2011
1d Set
01 -14 -2011
DD 0 4
01 -21 -2011
DD *5
01 -23 -2011
edesfc,
18 Feb 2011
DD *6
3 - 01 - 2011
on. DR6
3/10/2011
rb Final
28 March 2011