HomeMy WebLinkAboutDRB120116 PLANS T H E W E LT N E R R ES I D E N C E Scott S. Turnipseed, AIA
archit xture I cons#ruction interiord'esign
Property Line
1677 BUFFEHR CREEK ROAD
LOT 1 , FILING 1 , ELENI ZNEIMER SUBDIVISION VICINITY MAP:
TOWN OF VAIL 81657 Q
IIAP�lLJE ? �, 200 m
goo ft
EAGLE COUNTY, COLORADO Q
LOT 1
c �
5.010 ACRES
,y CO
92,966 S.F. o
o
1677 0 C° ,
m
L
----- � p,', m •— U N
LlIc v O
\ / H o O
- ' ' U (15 C6
i- 3 FD) M
• Q o,
-'• PROPOSED • '~
-� ,•"- FOOTPRINT
y v Q
('7
}
----- Lt / PROPOSED 4—
IS 1 PROPOSED DRIVEWAY
f • PATIO 3,392 S.F.
V. `l 478 S.F.
cif..f f'• I
f ` ProPertY Li
Ql $ !v�c3l. hflir4 ne U
Front Character Elevations N
` � l G ENTRY WALK
STEPS
OF DENCE
S.F.
2GO8 Na .t:uesL Ir c.. '` Fic —lo2008NA'vTEQ or TP1,-,A1a�
OWNER DOUG & ANNE WELTNER ROCKFALL NATURAL HAZARDS DRAWING INDEX:
MITIGATION CONSULTANTS (FINAL DRB)
ART MEARS, P.E., INC. SITE AREAS SUMMARY:
CONSULTANT 555 COUNTY ROAD 16 CS COVER SHEET
GUNNISON, CO. 81230 A0.0 AMENDED FINAL PLAT (FINAL DRB)
P: 970-641 -3236 A0. 1 TOPOGRAPHIC LOT SURVEY z
/ SCOTT S. TURNIPSEED AIA
ARCHITECT BUILDER
A1 . 1 SITE PLAN TOTAL SITE AREA 92,966 SQ. FT. (LANDSCAPE TOTALS ON A1 .2)
A1 .2 LANDSCAPE PLAN
ARCHITECTURE, CONSTRUCTION, SITE COVERAGE ANALYSIS o
A2.0 LOWER LEVEL PLAN HOUSE / GARAGE FOOTPRINT 3,927 SQ. FT. or 4%
& INTERIOR DESIGN A2. 1 FOYER LEVEL PLAN BACK PATIO 478 SQ. FT. or .050 W w
1 143 CAPITOL STREET, SUITE 21 1 ENTRY STEPS, & WALKS 90 SQ. FT. or o 1% W W
P.O. BOX 3388 TOWN OF VAIL A2.2 MAIN LEVEL PLAN DRIVEWAY 3,392 SQ. FT. or 3.6% 4 W w Q
TOWN OF VAIL A2.3 UPPER LEVEL PLAN TOTAL COVERAGE and of TOTAL SITE 7,887 SQ. FT. or 8.20 U N
EAGLE, COLORADO 81631 RACHEL FRIEDE DIMOND,
PLANNING A2.4 ROOF PLAN minus DRIVEWAYS or 3.60
(970) 328-3900 PLANNER A3.0 GRFA CALCULATIONS
DEPARTMENT OF TOTAL SITE AREAS 4.6%
COMMUNITY A3. 1 BUILDING ELEVATIONS W 4 z
DEVELOPMENT A3.2 BUILDING ELEVATIONS
PAUL NEWKIRK A3.2 BUILDING ELEVATIONS
STRUCTURAL
NEWKIRK ENGINEERING P: 970-479-2138 A3.4 BUILDING ELEVATIONS o
ENGINEER 407 KENDALL PARKWAY F: 970-479-2452 A4. 1 BUILDING SECTIONS �
BOERNE, TEXAS 78015 A4.2 BUILDING SECTIONS GRFA SUMMARY: (FINAL DRB N
P: (830) 755-8164
PROJECT SUMMARY: M
F: (830) 755-8172 c�
NEW BUILDING : SINGLE FAMILY RESIDENCE ALLOWABLE GRFA = 5,267.4 S.F.
CIVIL N.A. OCCUPANCY GROUP: R-3
ENGINEER
CONSTRUCTION TYPE : V NON-RATED FLOOR AREAS SUMMARY: EXACT GRAPHIC CALCULATIONS ON SHEET A3.0 �
NUMBER OF STORIES : TWO + WALKOUT BASEMENT (FINAL DRB) LOWER LEVEL GRFA BREAKDOWN ONLY
BUILDING HEIGHT : 33 -0 MAX 1 FT 1,775 FINISHED S.F. 0 c14 o CO
ZONING : RC (RESIDENTIAL CLUSTER) LOWER LEVEL FINISHED ,775 SQ. . 1 ,015 UNFIN. 3 CAR GARAGE S.F. 0
FOYER LEVEL FINISHED 298 SQ. FT. 70 UNFIN. MECH. ROOM
O S
LOT AREA : 5.010 ACRES OR 92,966 S.F. 2,860 TOTAL S.F.
I I I MAIN LEVEL FINISHED 2,899 SQ. FT. *.52 ALLOWABLE DEDUCT UNDERGROUND (ESTIMATED % BURIED) "'
SETBACKS: 20 FRONT, 15 SIDES, 15 BACK 1 487 (subtract from total s.f. of 2,860)
z
LANDSCAPE N.A. PARKING : 3 CARS PRIMARY, 2 CARS SECONDARY UPPER LEVEL FINISHED 950 SQ. FT. 1,373 Q w
TOTAL FINISHED S.F. 5,922 SQ. FT. -600 ALLOWABLE GARAGE DEDUCTION Q �
ARCHITECT
z
773 GRFA TOTAL S.F. LOWER LEVEL w z
LU
UNFINISHED MECH. 70 SQ, FT, 298 GRFA TOTAL S.F. FOYER LEVEL z U
3,059 GRFA TOTAL S.F. MAIN LEVEL N O
U N FI N IS ED 3 CAR GARAGE 942 SQ. FT. 1,096 GRFA TOTAL S.F. UPPER LEVEL
GORE RANGE SURVEYING �
SURVEYOR TOTAL UNFINISHED S.F. 1 ,012 SQ. FT.
SAM ECKER
P.O. BOX 15 TOTAL ALL S.F. 6,934 SQ. FT. 5,226 GRFA TOTAL S.F. ALL LEVELS C S
AVON, COLORADO 81620
(970)479-8698 COVER SHEET
GENERAL INFO.
5 AMENDED fINAL FLAT
Title Certificate
TOWN OF VAIL ELENI ZNEIMER 5UE3DIV15ION
BOUNDARY Land Title Guarantee Company does hereby certify that the Title to all lands shown upon this plat have been
2 1 \ - examined and is vested in Westport Mall Investors, LP a Missouri limited partnership, and that title to such lands is
11 12 free and clear of all liens and encumbrances, except as follows:
SUBJECT TOWN Of VCOUNTY Of EAGLE STATE Of COLORADO
SITE
�o� o
Spy
Certificate of Dedication and Ownership
Know all men by these presents that Westport Mall Investors, LP a Missouri limited partnership, and Commerce
Bank, being sole owners in fee simple or mortgagee of all that real property situated in the Town of Vail, Eagle
County, Colorado described as follows:
LAND USE SUMMARY: Eleni Zneimer Subdivision, Lot 1, per the plat thereof recorded at Reception No. in the
_ office of the Eagle County Clerk and Recorder, Dated this day of A.D., 20
PARCEL AREA LAND USE GRFA(sq.ft.) ADDRESS
LOT -I 5.010 AC. ONE SINGLE FAMILY RESIDENCE 5267.4 1677 BUFFEHR CREEK ROAD containing 5.010 acres more or less; have by these presents laid out, platted and subdivided the same into lots and
SCALE: 1" = 1000' blocks as shown on this amended final plat under the name and style of Eleni Zneimer Subdivision, Lot 1, a Agent signature Address: 108 S. Frontage Road West#203
subdivision in the Town of Vail, County of Eagle; and does hereby accept the responsibility for the completion of Vail, CO 81657
required improvements; and does hereby dedicate and set apart all of the public roads and other public Agent name
improvements and places as shown on the accompanying plat to the use of the public forever; and does hereby
dedicate those portions of said real property which are indicated as easement on the accompanying plat as
easements for the purpose shown hereon; and does hereby grant the right to install and maintain necessary
structures to the entity responsible for providing the services for which the easements are established.
VICINITY MAP
EXECUTED this day of A.D., 20 .
Administrator Certificate
Owner : Westport Mall Investors, LP Address: 4520 Main St., Suite 100
_ a Missouri limited partnership Kansas City, MO 64111 This final plat is hereby approved by the Town of Vail Administrator this day of a.d.
86°22'07"E - 227.29' INDICATES SET A No. 5 REBAR
WITH A 1-1/2" ALUMINUM CAP By' 20
L.S. No. 30091 ATTEST:
Title:
Town Clerk Administrator
STATE OF ) Town of Vail, Colorado Town of Vail, Colorado
)SS
COUNTY OF )
The foregoing Certificate of Dedication and Ownership was acknowledged before me this day of
, A.D., 20 , by as of Westport Mall Investors,
LP, a Missouri limited partnership.
Surveyor's Certificate
My Commission expires:
I, do hereby certify that I am a Registered Land Surveyor licensed under the laws of the State of Colorado, that this
TRACT A Witness my hand and official seal. plat is true, correct and complete as laid out, platted, dedicated and shown hereon, that such plat was made from an
accurate survey of said property by me and under my supervision and correctly shows the location and dimensions of
(OPEN SPACE) the lots, easements and streets of said subdivision as the same are staked upon the ground in compliance with
Notary Public applicable regulations governing the subdivision of land.
In Witness Whereof, I have set my hand and seal this day of A.D., 20
Samuel H. Ecker
Mortgagee : Commerce Bank Address: Colorado P.L.S. No. 30091
CV
GRAPHIC SCALE 00 By:
50 0 25 50 100 zoo
L0
LOT 1 `J6'° Title:
1111111110 1111111110 �I o_��' Certificate of Taxes Paid
5.010 ACRES 0,
( IN FEET ) 1677 0�, STATE OF ) I, the undersigned, do hereby certify that the entire amount of taxes and assessments due and payable
Ln
1 inch = 50 ft. )SS upon all parcels of real estate described on this plat are paid in full.
0 6, ��, COUNTY OF ) Dated this day of A.D., 20
z o
o The foregoing Certificate of Dedication and Ownership was acknowledged before me this day of
ENVELOPE LINE TABLE A.D., 20 , by as of Commerce Bank. Treasurer of Eagle County
LINE LENGTH BEARING My Commission expires:
L1 71.15' S69'03'26"E
L2 21.55' N34°02'45"E Witness my hand and official seal.
L3 12.97' S55°57'1 5"E
L4 28.96' N34°03'18"E
Clerk and Recorder's Certificate
L 2.48' S55°5715 E Notary Public
L7 0
2.50' S55°57'1 5"E LOT 2
L8 9.66' N34°02'45"E This Plat was filed for record in the Office of the Clerk and Recorder at o'clock on this
L9 13.90' S55°57'1 5"E
day of 120 and is duly recorded at Reception No.
L10 12.13' N79°02'45"E
L11 14.96' N34°02'45"E
L12 18.00' S55°57'1 5"E
L13 2.00' N34°02'45"E
Clerk and Recorder
L14 34.46' S55°57'1 5"E INDICATES BUILDING ENVELOPE
L15 4.17' S34°02'45"W CREATED BY THIS PLAT
L16 14.00' S55°57'1 5"E (5,460 SQ. FT.) By: Deputy
L17 25.67' S34°02'45"W
L18 14.00' N55'57'1 5"W RADIUS = 171.42'
L19 4.17' S34°02'45"W DELTA = 40°24'52"
L20 33.43' N55°57'1 5"W INDICATES BUILDING ENVELOPE
L21 13.03' S10°57'15"E VACATED BY THIS PLAT ARC = 120.91'CHORD = 118.42'
L22 14.21' S79°02'45"W (5,462 SQ. FT.)
L23 2.17' N55'57'1 5"W BRG = S82°00'00"W
L24 28.05' S34°02'45"W ^^ Z72
L25 7.50' N55'57'1 5"W v
L26 18.99' S34°02'1 9"W <, �,4
UTILITY EASEMENT
GENERAL NOTES:
L2 1) DATE OF SURVEY: MARCH, 2007.
S �
' N55°58'28"W
L28 8 1.50 1.50' S34°02'08"W � C � <�6 0
L29 18.65' N55°57'52"W
L30 34.96' N12°09'40"W C7 z �2 / 2) BEARINGS BASED UPON THE LINE CONNECTING THE MONUMENTS IN PLACE MARKING THE EASTERLY BOUNDARY OF SAID LOT
N04°44'08"W � �� 1, BEING S26'00'1 8"E (SEE DRAWING).
v 23 ��a v N77°4j, INDICATES FOUND No. 4 REBAR
82.64 �_ \ l29 v 34"W WITH A 1-1/2" ALUMINUM CAP 3) THE SOLE PURPOSE OF THIS PLAT IS TO MODIFY THE BUILDING ENVELOPE FOR LOT 1 AS INDICATED HEREON.ALL OTHER
�2S +�1 68.12' L.S. No. 5933 ASPECTS OF LOT 1, ELENI ZNEIMER SUBDIVISION PER THE PREVIOUS RECORD PLAT SHALL REMAIN IN FULL FORCE AND EFFECT.
N \ fk 4) NOTICE:ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS
ROAD RADIUS = 119.85' SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY
ACCESS, UTILITY & ROAD
- + ( 7V R . O° W° DELTA = 40'13'58" DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
MAINTENANCE EASEMENT \ �^ / ARC = 84.16' 5) STREET ADDRESSES ARE FOR INFORMATIONAL PURPOSES ONLY, VERIFY CURRENT ADDRESS WITH THE TOWN OF VAIL
\ ' CHORD = 82.44 COMMUNITY DEVELOPMENT DEPARTMENT.
BRG = S82°05'27"W
RADIUS = 405.74' /
/
U') N87°39'37"W �\� DELTA = 22°18'30"
N
13.46' N27°40'09"W C \ ARC = 157.98
4.16' g �F CHORD = 156.98'
Gore Range RADIUS = 36.00' BR j S72°56'49"W LI A ZN EI M ER
DELTA = 59 �
Surveying, ��� 59 28 ARC = 37.69' _ - S U B D I VI S I O N
PO Box 15 CHORD - 36.00
B
Avon, CO 81620
BRG = N57°39'53"W DRAWN Y.• DATE.•
SE 3 72 2007
sf-
(970) 479-8698 . fax (970) 479-0055
CHECKED BY.• DRAWING NO.:05-299AMElV
JOB NO.: 05-299 SHEET 1 OF 1
Ln
C)
N C)
Ln 61
00
C)
I
J o vG
Ln
.a
X °
8350
�n cts •-
0o
83
v �
�, 0 UO)
8330
°
°
8320
TRACT A
(OPEN SPACE)
LOT 2 8 310
9.029 ACRES
2.134 ACRES
PROPOSED BUILDING
ENVELOPE
(5460 SQ. FT.) LOT 1
8300 5.010 ACRES
8290 / Q
BUILDING ENVELOPE
n
O I'C'I
UTILITY EASEMENT
-P
I o
I 00 8280 N W
. 1
82'/ 0
00 2 ~
I / , TELEPHONE W O
PEDESTAL ' \
of Q`"P pro RADIUS = 119.85'
-P `' / DELTA = 40°13'58" .,
x-8-266.6 8268. s2�o.o- ARC = 84.16'
�
CONCRETE BLOCK A\° D( / — _ TANGENT = 43.90'
RETAINING WALLS N / �� 8264.2 CHORD = 82.44'
WATER VALVE � BRG = N82°05'27"E
W
—. FIRE HYD.
8254.5 ---ACCESS, UTILITY & ROAD 8251.9x \ 8261.5 /
OWp �
MAINTENANCE EASEMENT
N87°39 37"W
13. 46' 8250.1 O
_ CURB STOP / 8259.0
SEWER SERVI / / RADIUS = 171 .42'
82,49.4 DELTA = 40°24'52" / O
X8256.4 ELECTRICAL �
_ MANHOLE / ARC = 120.91 '
SEWER MANHOLE RADIUS = 36.00' — —
RIM ELEV. = 8252.6' / / / TANGENT = 63.09'
(BASIS OF ELEVATIONS) DELTA = 59°59'28" 8250
_ 5253. / / CHORD = 118.42'
ARC = 37.69' N27 040'09"W BRG = S82°00'00"W O
TANGENT = 20.78' 4.16' \ 8251.1 /
• 8248.4 r
CHORD = 36.00'
BRG = N57°39'53"W —� / EDGE OF /
R .� •� •� � PAVEMENT(70, LIA ZNEIMER R 0 AD NOTES:
EHR CREEK � SUBDIVISION ^^
1 ) DATE OF TOPOGRAPHY: 6/12/2006
BUFF � / RADIUS = 405.74'
_ — DELTA = 22°18'30" 2) BASIS OF ELEVATIONS: SEWER MANHOLE RIM ELEV. = 8252.6' (SEE DRAWING).
_ � � ARC = 1577.98'
TANGENT 80.00' 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY
\ I DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT,
_ CHORD = 156.98' MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS
_ BRG = S72°56'49"W FROM THE DATE OF CERTIFICATION SHOWN HEREON.
_ — \ 4) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD
\ PLAT FOR THE SUBJECT PROPERTY.
5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. O�
O
0
N N
1
SURVEYOR'S CERTIFICATE \ O
I I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE o
I OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY Z
SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE.
W � W
I GRAPHIC SCALE
I 0 10 20 40 80
1 1 1 1 1 1 SAMUEL H. ECKER
COLORADO P.L.S. No. 30091
FOR AND ON BEHALF OF g g N
( IN FEET ) GORE RANGE SURVEYING LLC
1 inch = 20 ft. L
O
m
m •.
� v
a � o
I ' 8346 - - - - - - - - - - - - - - _ - - - - - - - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -
8344 - -1- - - - - - - - - - - - - - - - _ - - - _ - - - - - _ _ - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - -
- - - - - - -1- - - - - - - -I- - - - - - - - - - — - - - - - - _ _ - - - - - - - _ - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - -- - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - ---I- - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - _ _ - - - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Scott B. Turnipseed, AiA
- - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8330 - - - - - - - - - - - - - - - - - - - - - _ — _ — _ - - - ��cr�;r�r� � r9sirvclro I tenord g
' — — — — — _ _ — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - _ - - _ _ -LoTr - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _
- - - - - - - - - - - - -r - - - - - - - - - - - - - - - _ - - - _ - - - - _ _ - �OO � S _ _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _
- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - PROPOSED SOIL-N-ArL� _ - - - - - - -_ _ _ - - - - - - - - -
- - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - -RETAINING WALLS _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROP SEDFEMetIVG - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - _ _ - - - - RE: Sheet for allheight� - � - - - - - - - - - - - - - - - - - _ - _ _ _ - - _ _ _ - -
- - - - - - - - - -LIMITS OF DISTURBANCE
- _ - - - - - _ _ - - - - 8320- - - -
5 - - "ENDED PLAT
4 - - - - - - — _ - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - _ _ - - - _ _ _ _ L—SIN£- E VEL—OP>~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - � o
' - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ - - - - _ _ _ - - - - - - - . 18 16 ' _ _ _ - - - - - - , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - x
'2 - - - - 8320 - - - - - - - - - - - _ - - _
- -F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
r 19.` 14 — _P_RO-P--OSIED ,L co
1p - - - - - - - - - - - Q
_ - - - - - _
� r �
- 11
��-
- - - 08 BUILDING ENVELO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ t/>t = - �
_ 8308• 06 _ - - 12 � � - - - - ��62 S.F. - - - _
18 _ - - -
- - - - - -
Tb - s��ti _ - _ _ - _ - _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
0
- - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - -16 - - - - p F - - 8310 - � - - - - - - - - _ _ _ •� - N O
= O �
4-
16 _ _ o2S
- - - - - - - - - - p - - - - - - - - - - - - -
- 14 - 14 - - - G� _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - vii
p L O o
P _
.14 _ _ _ - _ 00 - - - - - - - - - - - - - - - - - - - U 0,
- _ - - - - - - - - - - - 06 _ _ - - _ - - - - - - - - - - - - - - - -
-12 -- --- - fit : -- - - - - - - - - - U N oNo
312 - _ - _ - •06 - - - \ 98 _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - ~ w
- - - - - - - /� - - N _O o
- - - - - - - - - - - - - - - - - - - _8310 - - 10 - � - - ' � - - - _ - Q �
310 _ - _ _ 9 �
1 - - - 02 - - - -
� u CL
1 - - — — 9 _ U
308 - - - _ 08 - 800
- - - - - - - - - - - - - - - - - - - - - - - - - - d
3306 - - - - - I - 9
- - - - - - - -
-06 - - - - - - -
- - -
�I- - - - - - - - - - - - - - - - - - - - - -
3304 - -
_
96 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Q 04 - - - - O
94
8302 - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - ® - - -
w 02 - / - - _
o - 7 92
- _
— - - - - - - - - -
8300 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
8298 - - ` ` PAQ_PQSED_EENCING & - - _ - -8300 / �r-QTr _.. 8290 _ - _
LIMITS OF DISTURBANCE - - / - - �Q�� - �� _ _ _ - - - - - - - - - - - - - - -PI'OP�SED6'=0"ORrtESS- - - - P,0, -
/ �
- - - - - - -98 1 1 1-' '" -_ - _ _ - - - - B- -WAllS_ -
8296 - , - - RETAINING
_
8294 ` � / - - - - - - - - - - - - - - - - - - �
-96 O
- - / / - - -
' REA96 OO -- - - -- - - 84 - -
8292 1 /
- - - - - - - - - - - - - - - - - -94 /
C E TRY t♦ ♦ / 8
ek3.5�ATrC� -- 82
d — � — - - - — — — —
' v
829p , `� - - - - -92 - �� 7 - - 8
--
I -- -
/ - � � - - - _ 1 _ I WALK / '80 7 8280-
PR�PER�I'�
80
w ` ` � 8290 � PATIO � -
_ / ♦♦ �� //
- - - - - - - - - - - - - -
8 , - -
828 �1 7
2 0 1 ASP - I/ 8 2
8 8 - - - - - - - - - - - - - - - - -88 - - 7$- _
-
- - — - '81 4 L , N � 10%SLOPE
8284 - - - - - - - - - - - - - 86 CK r°
O
7 �o%soPE S'OPf ° 76 — � � PR, Q
V'D-DECD - - - - - I - - - -- 6 ® s oPE 74 - _AIM
_ >< 84 •95. SNO RA
8282 1 U - - - - - - - - - - - - - - ��ry s SoPE �o%s°PE 8 = 74 - - - -
P4� O
8p , - - 0 - - - - - - - - - - - - - - - - - - - - - - - / - - -
28 82 ASPHALT N 0 ♦ ,off S OPE °r, 72 72 _ W W o0
N � - - �`-_ • �10%SLOE �16%SLOPE r ' .SLOPE � � o ---- ---- ----- --- -- --
o •� 80 �\ �, - DRIVEWAY _ (_,o%stoPE � 827
1 _ —
821 _ - �n - - - - - - - - _ 68 � 68 PROPOSI U N
8 ,
- _ b�, � PROPOSED FENCING & _ � l
\ �' b' i LIMITS OF DISTllRBAhtCF 66 NEW 18" FLARED W W a
82> 1 A- - - - - - - - - - - - - - - - - - � � ` SNOWSTORA � ,,. � � �` � � I--1
O - - - -
L v - 79 78 b U
- - - - - - - fGEO W
- - - - �� W _
UTILITIES TO H 74 73 72 ♦ S i
- - - - _ _ - - - - - - - - - -4 - - CTION 80 SNOW STORAGE ♦ � � / � � � � � � - - /� �� 266.6 4'-0" CONC. P / pa Z
8274 - - - - - - - - � � � � SPNP _ JNERT ^/ t� _l
- - - - - - - - - - - - - 72 � � e�4
272 - - - - - - - - - - - - _ - dt�� eon \� I
- - - - - - � � �tO ed� / 8264.2
_ - - _ ��p,G �- PROPOSED b'-0"OR LESS / pie so
70 - - - - - - - - - - - - _ �5� BOULDER RETAINING
WATER VALVE � ` - - - - - - - - - - _8270.- _ _ - ,pFROi ' WALLS
- -'- - - - - - - - � � � � � � / �p� / / � — Lane N
1 ` 8268- - - - - - - - - - - - - - - - - - - - _ _ /� /
. Eastboun C.
8254.5
FIRE HYD. - - - _ _
�- - - - _ _
_ - - - - - - - - / - -t
8266- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
EXISTING WALLS TO �
/0000 CP 8251. .5
REMAIN. �
0000 0000 100 CN�
64- - - - -
woo
-g7joI� - - - - - - - - - - - - -�- - -�- - � - - - -,---' � 'N87°3 moon GE OF S P
<
N oN I--�I
13.46' - - - _ _ PROPE� , � , � � � � � ' / � � ' � �p � / �\
262- — — — — '
411 N N
N
O 8250. — _ _ _ _ _ - - - - - - / / � - - � / / � // II, / � � N
CURB STOP — _ _ —
, � , • / 8259.0 / \
---— ------- � - - _ _ p_"I N N o c%)8260- - - - - - _ - _ N N
0 SEWER SERVICE ♦
A A 4
STUB
8258-
82494 o� v�
awo - - - - - _ - - _ _ � � / 8256.4 / \ / \ a� Z w CO
2ADIUS = 36.00' 8256- - - - - - - - - - - - - - - - - - - - - - - /// SPNP�� \ / / .� \e��0 / BI w w
DELTA = 59'59'28" _ OF r
Q,\RCa, aLu
= 37.69' 8254- - - - - - - - - - - - - - — - - - / Z FANGENT = 20.78'
:�HORD = 36.00' 8252- - - - Z
U U U-
3RG = N57 039'53"W
8250- - - - - - - - - - - - - - - - - - - - - - - / 53.3 II / � �/ /
►-� N o
N27 040'09"W — — — — — — 8248.3 / NAL� // 0�� / �s� i
4.16 /i DGE OF p,SP / � 1� � R tt 0 j
E ► ' / / .ro 1 MING ENVELOPE SITE / GRADING PLAN
I �
8248.4 / 8251.1 �� /\/ / / \ l SCALE: 1"= 10'-0"
/ / / �s , NORTH
1 6 i
I * I
8254 0000 SITE PLANS
100, IA EI R
\� \ / SUBDIVISION
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - _ _ - - - - _ _ _ — - - - - - -LOT' S _ — _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - -- - - _ _ _ _ - - - - - - _ _ _ _ - - - - - - PROPOSEDSO1L�Pd-A1L� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - Scott S. Turnipseed, AlA
- - - - - - - - - - - - - - - - - - - - _ -RETAT INGWALLS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - _ � _ achihcture�r r3s#ruciionlinteriorrsgn
- - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ - - - - _ RE: SheetC-I for all heights- - - _ - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - -. 8320_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - _ - - - - - _ _
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '
- - - - _ _ _ - - - - - - - - _ - -
- - - - - ----- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - 8320 � _ - - - - _ _ - - - - - -- - -_-_-_- - - -------- - - - - - - - - - - - - - - - -
- - - - - - - - - - - -1 - 16 - - - - - - - ----------------
-------------------------_-_-__ -9� - - - - - - - - - - - - - - - - - - - - - - - - - - -
jjj
0 14 ll _ - Q
18 - -
08 - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - -- - - - - - - - - -- - - 06 ��." 12 - - - - - - - - - - - - - - - - -
- - - -
- - - - - - - - - -
- _ - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - 16 - - _ - 16 _- - � 8310 - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - _ _ - _
— �J� _ Vl
- - - 14 - - - -PGA / qCF a 08 - - - ' - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W p
r
— — — - - - - -12 - - - - -0 _ - - — -
- �
m
oN 12 - - - _ _ _ o f
98 - - - - - -
_ o
_8310 -10 - _- - 9 , - ' - - - _ _ - _ N �O
- - - -
- - - - - - - - - - - - - - - - - - - - •� -
07 - _ - x -•02 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _
• CU
9
O
-OS 800 - - - - - - - - - - - - - - - - -
o O -
M
- -06
, — N
- -
- - - - - - - - - - - - - - o
- - _ .J
co
- - -� - - - - }
}-
04
- - - 94 o
o
- - 02 = - _ _- _ -
- - _ \
- - - - t co
-8300 ��� .... \ \ \
- - - - - - - - - - - - - - - - - - _ -- 90 � - � mom
82 � ��
- _ - 88 RETAINING RON=fib_ ��
PaSE - -LESS-
- _ - -
4
- - -oc
♦ �- - - - - - - - -- - - - - - - - - IAfALLS- - - � - - - -
- - - -
- - -
- - - - - - - O YP - c - --
_ 84 8
- - -94
FIRE
82
_ -
\ \ \
\ \ \ \
- _ \
- -- - - - \
rs
- - - - - - - - - - - - -92 - - - \ \ \PROPER
L.K ® '80 7 7 828=-�\ �•� .� �,\ .
8290 c � - - - - - ♦ Fs / o \
- -
- - w - YP 2
� \ \
A-
U
7 \
88 \ \ \ \ \
*81 7 4
- -
- - - - - - - - - -86 AC - , FS O 7 r
— o SL `�_ _
- - - - - - - / - 76
- - - 6 � 74 - -
E - -
84 - � __ � STO �1>E � - _ - - - - - _ -
OP
- - - - - - - - - - - - - - - - - - - - oPE �1a.,,s 0 74- - - - - - - - - - _ _
soy
PEA -. _-- _
O
- - - - - - - - - - - - - - - - - - 82 - ASPHALT « 01 ♦ ° o%SCOPE tf, 72 72 -
_ ♦- _ _'� 4(cy E—,o%SLOE '� ^ r '� � 827 - - - - - � _ — � — � - - -
�1• p CO i`J�y j�� �Iq%SLOPE -- — _
4— — —0280 --. - - -- -_._..-- RI DRIVEWAY—AY -_ �70%SLOPE SLOPE _ p O
- - - � � - �° 74 - 8270 - - - - - - - - - - _ - _
- - - - - - - - - - - - - - - - � - - - - - - - 68 68- -
_ _ - - - -
Q
- - - -fj - 78 - EG �� - - - b� - - - Q
- - - - - - - - - - - - - - � ISTURBED m l i
SNOWSTORAG ��1 ' �`b � � � / � � � - - 66 � .�
O 1 - - - - - -- - - P.-P.- - - 78 D� i - - - EfGE OF ASPHALT `.J C�
„ ,� - - - - - 79 `o
- - - W o0
0
72 Sb �� � � � � _ _ - - 4'-p < 8268. W
- - - - - - - - - 0 80 74 73 � � � � � � 4'-0" CO�C. PAN W/ 2" 1 827 W O
- - - - - - - - - - - - 74 SNOW STORAGE o � � � � � � / P�� 8266.6 \ 1 1� W Q
8274 - - - - - - - - __ ^ o / � PSPN JN�ERT _ z
UTILITIES TO HOUSE _ _ U
i / OF \ —
CONNECTION ° ° o, �pGE
8272 - - - - - - - - - - -
- - 0- - - -°- - - ' 8264.2
- - - - - - - - - _ _ PROPOSED 6'-0” OR LESS � � � � � � � � � � � � / / \
VALVE ` ® 70 - - - - - - - - - - _ _ _ _ _ _ N� BOULDER RETAINING
-8270 _ p'FRO WALLS - - - - / � � ' �\ — — — — L7
40 8268- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
FIRE HYD. / \ w
8266- - - - - - - - - - - - - - - - - -
\ _ - - - r°'�,
EXISTING WALLS TO � CP 3251.9 � _
N 8261.5
O
\
_
WOOD oo� 00 &
- _ PS
' - 262- - - - - - - - _ PRO
- _ - - - - - - /
8250. - _ _ _ _ - / - - - - - - / ' ' � � //
CURB STOP - - _ _ -
_ _ _ _ , , � , , / 8259.0
_ _ I / /
8260- - - �� _ - _ _ - - - - , - ' � � ' _ / / d-
\ SEWER SERVICE - - - _ _ _ - - , - ' , - ' / / / I / / �6� ' RADIUS = 171 .42'
STUB DELTA = 40°24'52" l
8258- - - • - - - - - - - _ _ - - - - - / 1 / / \ ARC = 120.91' I--I
82494 = , �__ - - - - - - - - - - - - - - - - - ' // i / / / TANGENT 63.09'
CV C,4 N
Plant Schedule N o co
�u� ~ N N
Symbol Common Name Scientific Name Flower Growth Exposure Count Size \' CO CO He2t,spread LANDSCAPE PLAN F/—{
Colorado Spruce XXXX None 25715 Sun/Filtered Shade 3 8'Ht.
1
Al.2 SCALE: I"= 20'-0" N
NORTH
v Z 3
Flowering Crabapple Malus sp.Dolga' Pink 15'/20' Sun 0 2"Cal. N Q W CO
TOTAL SITE AREA 92,966 SQ. FT. (LANDSCAPE TOTALS) IL w
O Quaking Aspen Populus tremuloides None 35725' Sun 20 2"Cal. J
~ Q
Boulder Final Count TBD � W Z
�� LANDSCAPE COVERAGE ANALYSIS H w LL
Native Yellow Potentilla Potentilla fruticosa Yellow 272' Sun 4 5 Gal. Z
�Q BACK PATIO 478 SQ. FT. or .05% O
Recitwig Dogwood Cornus stolinifera'Baileyi" White 8'/8' Adaptable 0 7 Gal. Z
ENTRY STEPS, & WALKS 90 SQ. FT. or .01%
O Alpine Currant Robis Alpinum 5 5 Gal. U) S O FTS C A P E AREAS 2,780 SQ. FT. or 3.0%
0 Ural False Sorbariasorbifolia White 5v7' Sun/Filtered 4 5Ga1. TOTAL COVERAGE and 17 of TOTAL SITE 3,348 SQ. FT. or 3.67o ►--�
Mixed Perennials 75 1 Gal.,18"o.c
9
� O
Gravel Cobble 825 Sq.Ft. a� ,�
•
ti'f•��' Native Grass Mix to Match Existing Grasses,Irrigated&Maintained All Disturbed Areas
Zero FINAL
Sod Areas
LANDSCAPE PLAN
> >
Scott S. Turnipseed, AIA
A4.1 a A4.1 A4.1 ch di e mr9lutio intenordesign)<A4.1
22'-6y2 7-0' 9'-5y2 16-2" 8'-1 6'-10" 19'-10"
Wall Q:
cO TOTAL S.F. = 152 0?
BURIED S.F. = 152
I II
I II
I II a a
I II
I II
I II N
I II
I
00
00
I Ventilated W
II
C r a w I s p a c e -0 x _
I Gravel Floor Wall S:back of garage Washer Dryer Utility Stacked `0 m O
1 1 1 Flat Ceiling @ 4'-1 1" TOTAL S.F. =479 Wall R: I Below Below I Sink Cubbies 'r r 01
I BURIED S.F. =479
TOTAL S.F. =85 — — — — H = N
I ti T.O. GRAVEL BURIED S.F. =85 L n d r # 1 M
a u
I EL. 94-0" Tile Floor
y = N O O
I Flat Ceiling O N a`
I U 06
I II � O O
TO S F 175 N —
a a _
Wall P �, 0 CD
1 1 23'-1 BURIED S.F. = 175 =O N U c")
A4.1 I j 1 Storage Shelves/ Wall O: A4.1
I 1 1
bikes is 0 p w o
I TOTAL S.F. =89 ~ }
I 1 W. I. C. -_ O BURIED S.F =89 0 } Q 0
11 Mechanical
O
I I Flagstone Floor Powder ^o
I 1 I I I 1 I I I
�U
Wall T: Concrete Floor Flat Ceilin g M �
U
TOTAL S.F. = 80 Flat Ceiling - - Fla g stone Floor
BURIED S.F. = 68 Flat Ceiling U
° G .ill-
II
I j j 3070 N - N - - - 5-9" O
o I II II _
co 1 - f -- E V L Wall N
I 1� 3070 T.O. SLAB 0 ` °�
r — EL. 86-0" CD I I \ TOTAL S.F. = 102
BURIED S.F. = 102
Wall M:
1 Line of Greatroom walls 1 T.O. SLAB - TOTAL S.F. =260
above. _ — —
EL.
85-6'
— u d r o o m
F BURIED S.F. =260
lagstone Floor ' Up to
I ar Gara - - - — -
I N Concrete Floor FJ�t�ei' I— �
Flat Ceiling
1 -��-- I I - ----- --
I 1 I Bench I ubf�ies - -
I Timber Header 1 �,
I
I I I 1 1 I I
I 1 1
71
St II
I I I Stairs Above II
I
A4.1 I j j I Open Rail to -+-
1 10090 1 1 1 1 I Stairs Above - Rough-In
I I n Its Foyer Above Wetbar
1 Custom O.H. Door I
C? L------ o e. I Flagstone Floor ...or closed? 1
o ��
/ I Flat Ceiling I
I
Built in
1 � 26'-4" Entertainment 0
DASHED LINE IS - ---- ---------------- ------------------------ - I Wall L ~
GRFA OUTLINE ----- ---------------- ------------------------ i / II I M,e d-id F I o p r o o m Center TOTAL .F. =243 Q ~
3070 10090 10090 I .-
Custom O.H. Door Custom O.H. Door I I 1 ���
Carpet Floors
p Rough in
BURIED S.F. =243
O 11 � Flat Ceiling Storage Cab
■ ■ ® ■ A4. I Wcol E:foyer co A4.1 i ��. �� '' Center
0 11 \-r �'= Wall K:around comer �-
- - - - - - - - - -. - - - - - - - - - - - - - - - - - - TOTAL S.F. co - 104 I r 1- TOTAL S.F. =20
T. . DRIVEWAY L Bl IED S.F. 0 � Wall F. BURIED S.F =18 W
Wall B: E . 85'-6" /
TOTAL S.F. = 103 I I I TOTAL S.F. = 122 W
Wall D:around corner BURIED S.F. = 24
BURIED S.F. = 0 I I
1 TOTAL S.F. =23 I-'--I
Wall A: Line of Arch in 1 BURIED S.F. = 01 1 ���� j U dj
TOTAL S.F. =204 stone above. 1
BURT D S.F. 0 I F- -1
Wall C: L J I L_ J I all G:around corner `••� h--� x W p
TOTAL S.F. =312 — — — W
BURIED S.F. = 0 TOTAL S.F. =2
RED S.F. = 4 W
i. C. # 1
W. i. C. # 2 Z >
> > Glass
A4.1 A4.1 � o Glass w
N CV --I .--i
\ 0
2870 2870 Bath # 2
d t h # 1 Tile Floor
Tile Floor - lat Ceili ig
UP 6-0"to Fat Ceilin (�
F YER
_ 2870
T.O. DRIVEWAY 2870 1 M
EL. 85-6" ------
' (�
1
LOWER LEVEL FLOOR PLAN N
A2.0 SCALE: 1/4"= Y 0" O
NORTH A4.1 A4.1
Wall H
A4.1 TOTAL S.F. =326
PROPOSED SQUARE FOOTAGE BURIED S.F. = 0 [—"�-171 14' 1" 14'-0,1/2" r N N N
11,775 FINISHED S.F. e d r o o m Wall�: F--� N o co
1,D15 UNFIN. 3 CAR GARAGE S.F. Carpet Floor -_- T TALS.F. =316 �"� M
70 UNFIN. MECH. ROOM
Bedroom # 1 Flat Ceiling BURIED S.F. =203 r�
m
2 860 TOTAL S.F. Carpet Floor rD N
52 ALLOWAB E DEDUCT UNDERGROUND ESTIMATED Flat Ceiling Q z
- ,487 ® Q w CO
® 0
1,373 w J � o
-600 ALOWABLE GARAGE DEDUCT Q J
773 GRFA TOTAL S.F. LOWER LEVEL ^ w z
H
LU
U U
l V) Z
h-� N O
® ® E E7 3'-10Y4' 11'-1/4' 7'-4j4 Wall l: -
TOTAL S.F. =382
BURIED S.F. = 56
*
GRFA OUTLINE is DASHED LINE
15-0" 24'-0" 22'-334' 30'-0"
A24, 0
1
A4.1 LOWER LEVEL
FLOOR PLAN
1 1 11 1
A4.1 A4.1 x•11 A4.1
Scott S. Turnipsead, AIA
archiEectun; oonstr�ction�i ntenor�esign
0
3080 a
a
. r-
00
❑ `!' _
x
® m o
�i 0-
b r Co
y 2.
'0 N
co
co 0
o C),
1 1 u
L
cn O �
A4.1 A4.1 N U
c�
—— ' U N o6
V) cN
0 o Lu O
0 O�
00 U} D-
10 N N U
,F
t �
}
u �
a
3080 ou }
F9 F9 F9
W
0
0
v
y
0 0
goo i
pen ai ing i
Upstairs i
I
1 Clo. Fo er o boo
A4.1 Flagst ne Floor _ �°w0 `ti
Vltd Ceiling N OSp�
� T.O. SUBFL OR @FOYER �� (D I
EID1 0
J E L. 91'-6" Ql�
4�3
O
1 1 wo
Q
oD
A4.1 0
00 A4.1 °
Cov d Entry
Heat e ''S one Floor �^ W 00
Itd filing
A
l
Down 6-0"to
O
Driveway
I I- - - - - - - - - -1 1 ossz N �T, w U
W
1 1 I I - - - - - — — — — 1 I o [�]
II
I 1- - - - - - - - - -1
I L - - - - - - - - - - J 1 � H
11 11 � O
I I - - - - - - - - - - - -I 1 `�
I I- - - - - - - - - - - - -- 1 0
L
1 �
FOYER LEVEL FLOOR PLAN A4.1
N
A2.0 SCALE: 1/4"= 1'-0" 1
NORTH
A4.1
PROPOSED SQUARE FOOTAGE c-1
►�
298 FINISHED S.F.
298 GRFA TOTAL S.F. FOYER LEVEL a N N N
ti p N N O N
O r) c� 4
~ M m
CA < wm a
Qr °0:�
* GRFA OUTLINE is DASHED LINE Q w Z
U U
cn Z
O
i—�
F-�-1
A2 *
FOYER LEVEL
FLOOR PLAN
0
Power
Firepit P a t i o Stub for Hot Scott S. Turripseed, AIA
Flagstone Tub ar�chitcckrEre construction IiritenorWsgn
Z T.O. PATIO
1 8'-0..
1 11 1
A4.1 ���
A4.1 /x:11 A4.1
_ - - - _ - a
BBQ Gas 1
Stub
Ip a
1 - - - - -- -
— T T Gas Fire lace — T —
1 1 1 1 I TV unit wall mount 00
11 I I I I .4) �
Exterior Walls I 1 1 I I Fireplace Hearth I 1 X
Below I 1 1 1 1 1 1 v 11 Exterior Walls o co
;o i
1 I I I I I 1 1 Stone veneer Below O M ocO
11 � 1 A t/f � � � co
o o-
= rl O
1 1 i I I Greatroom I I 1 U > 0
Wood Floor v
- - - - - O o
1 I I I vltd Ceiling Ell
afl
O O o a� U °;
1 Ventilated U aj cp
�- - - - F - - - - -- - - -- -- - - - - � I- - - - - - - - - - - - I - - - - :. . Crawls pace--
' 0_1
_ M
r - - - - - _ - - - - - - - - — — I- - r f" - - - - - - - - - T � - - — � 1 - - :. .• •• .,.° ' :. Gravel Floor O O
n Wood FloorO S t I r S - — — Flat Ceiling @ 4'-1 1" �
1 e c 1 1 I 1 o,
U v 1 Flat Ceiling 10'-0" Q
A4.1 ate one ectc'rf I I v 1 — — °T.O. GRAVEL : A4.1 U
2s'o" M
1 1 I I I I I - - - - - - - - - - - - - a .• EL. 105-0° } u d
' I I SrbrS�v�i1r s3
11 I I I I 11 Up19R @6.94" :-
1 1 w/ 11"Treads
co
Exterior Walls 1 1 1 1 I Llne of Flat
Below 1 1 11 I 1 I Ceiling/Vaulted Ceiling N
I I 11 1 .. •. .. ..
1 30bd I I I I I Landing \ E v
- - - - - - - - - - - - - - - - - - - - - - the r branROeHOmeE
L L ! Down to Wood Floor k,a
- - - — — — - - - - - - - — - - - - - eFoye T.O. 0
- - - - - - I ----
1 1 Wood Railing along EL. 100'-0"
7-7" - 1 I I I 4'-0" 2'0" Staircase&Opening :'• .
Powder
Exterior Walls I I — — t t — — — — — 1 1� �— Art Niche Wood Floor ;
O
w. ..
Below I 1 I I 10 1 P a Irl t1 r y 9'-6"Flat Ceiling
1 I = 31 i j Wo dFI or / . •
1 1 I I 36'UC I 9 P I I �'-2" IW�die
1 1 1 1 I I 1 OVEN 1 10)ml lo' o'1ce�l�ng 1 Slt q i rlc q s e // /
O
Nook / �b�
Wo d Foor C Runner
l h l � p1 ----- ---
1 V td eili g
S 1D ck + '�
Hea ep Stone Decking
I 1 r� i-pacl Conv.K i t c h e n ntrol i i Mirco & � Laundry
Tile a I Her CIO.
1 Wood Floor Coffee �O 9-6"Flat Ceiling I Carpet Floor
I 1 1 b
A4.1 I I I`n 1 10'-0"Flat Ceiling I I I
Foyer Below O�b010 �� 9'-6"Flat Ceiling i z
- - - - - - - - - - - - - - - L- L - - - - - - - -tJ o I O
1
r Si - - - -
— — —
48"Refrigerator/ 1 24"UC '' 24"UC — — — — — — —
Exterior Walls Freezer DW ° DW i 1 I SOOc�, I
Below _ S O
Study o W w w 00
/ II � I w
A4.1 Wood Floor o _ 0
9'-6"Flat Ceiling & u bier W Q
`f - - —� — — H— I- - - � I z
I
His Clo. ll O
Line of Building
Envelope
w W U
F _ F
I I 1 I 1 1 0m;
I I 1 I I N
1 1 1 1 1 I i1 O
A4.1 A4.1 I I 1 1 11 - - - - - - - - - - - - - - - - - -
I I I 1 Heated
Towel Bars (�
I I I 1 11 II II
I I I 1
MAIN LEVEL FLOOR PLAN 17'0"
1 0 0 I I I 1 I O N
A2.o scALE: 1/4' = 1'-0" - - - - - - - - - - - - � - � I 1 �O1 I
OI I I Master
NORTH 1 Z) I I Make-Up, B a t h r o o m
PROPOSED SQUARE FOOTAGE 1 i — ' I IM a s t e r B d r o o m— U > Tile Floor
Flat 9'-6"Ceiling
— —� — —
Carpet F or
3,059 FINISHED S.F. � � I —1-T — Vtd Ceti g — — — —
3,059 GRFA TOTAL S.F. MAIN LEVEL :� �! - r
A4.1 1 U 1 1 U �,._j A4.1 M� � N o
* GRFA OUTLINE is DASHED LINE I i 1 1 1 i� r
1 1 1 J
Heateda
I� 1 ' 1 1 I I Towel Bars-
11
1 I I I n o z w
II II Q m
- - - -IL - - - - - - - - - - L - w a
1
- - - - - - - - - - - - - J �
11 ~
r- w z
TV Location w
1 Benc O U U
I 1 ►—� N o
I�
A2 ,02
MAIN LEVEL
FLOOR PLAN
1
A4.1
Scott S. Turnips eed, AIA
arehitectu Icorisina Banll*rurduu ljn
1 1 1 1
><A4.1 A4.1 A4.1 A4.1
- - - - - - - - - - - ---
_- - - - _ _ _ ___ _ _ _ —
— - - - - - - T _ — — _T - - - - - - - -
I I I 00
I
l i II I o
w co
co
I o m °
I
•� co
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - y 0 co co
._ `O N
l i I I I i - - - -
— — — — — — — - - - - - - I I I �
- -* 0- - - - - - - - 64'Plate } 0 °
•C
I I I I
o 0
1_ - - - - - - - - - - - - - - -- _ o
! - - - - - - - r - - - - - - - - - - - - —� i - - - - - L � - - - - - - - - - - - - -L -i - - - - - L - - I '- 3 ° I I U � Cl?
I � F- - - - - - - - - - - - - - - } — 1 2670
I — C r et I '
N
Bath # 5 c?
O
Q Bedroom # 4 Q o•r — — — T_ � -T T — L a I�ubGlass Tile Floor EuroGlss
VItcJ Ceiling
—° N
n m Carpet Floor .4.1
U
I 1 N _ - - _ I VItd
I I I I I I I I I lI l I i i I I I I I I I I I I I I 1 r I 1 1 ❑O— — <_ �- -�n - -
Ceiling i 1 I I I
y}}O V
u
Q �0 Bat #
Tile Floor- - ,Vltd Ceiling 5• OZ9Z
Do n 11 -0to
Bedroom # 5 o. i 59"
rpet F oor 2670 —
td Cei ing o
�
/T\ E v o 1 co 14_
� — — — - - - - - - LL - - - - - - - - - - - - � I 14'-0" I \ \� 0 c I
— — — —
- - -I - - - - - - - � 1- - - - - - - - - -I- - - - / I \ 3070 � ° I
� \ I I ](D C Io.
I I III I I I I I I I T.O. SUBFLOOR I I OL9Z L ! n
I I I I I Vltd Ceiling A d�eilin EL. 111'-0" I ---
I I I I I I I I I 111 I I I f I II
- - - - - - - - - - -I I I- - - - - - - - - - - - - - - - - - - I- - - - -
- - - - - - - - - - --1i1- - - - - - - t- t- - - - - - - - - - I- - - - -
I 111 I I I I 111
I I I III I I I I 111
I I 111 111 L - - - - - - - - - - � I
IL� - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — - - - - - - - - -
Foyer Below
I I I I I I I I ZO
II 1 � - - - - - - 1 � - - - - - - - - LL - - - - - - - -
I�
- - —
A4.1
- - - J - - —� - -
1
I I A4.1 I � ~ W aO)
I F -1 I LA
I LJ LJ �F_ �a Z >
1 1 I I I I it O
A4.1 A4.1 I I I I - - -
I I I I l - - - - -17
I I I I I1 II II N
I I I I I1 II II �
1 I I I
I I I I
II II II N
UPPER LEVEL FLOOR PLAN - - - - - - - - - - - � - � d-
I ; II II
A2.3 SCALE: 1/4"= 1 -0" I I I
PROPOSED SQUARE FOOTAGE NORTH
1,096 FINISHED S.F. 1 I7 I—I
1,096 GRFA TOTAL S.F. UPPER LEVEL I I N N N
A4.1 I I A4.1 aj N O CO
N N
* GRFA OUTLINE is DASHED LINE I CO ` )
II II
jl II II N
II II /
11 II II Q w m \
- - - - - - - - - - - - - - - - LI- - - w o
- - - - - - - - - - - - - -
I1 w z
w J U-
I1 U U
zz
L ' O
H
A293
UPPER LEVEL
FLOOR PLAN
COPPER GUTTER A4.1 A4.1 A4.1 A4.1
AND DOWNSPOUT
><
CHIMNEYS Scott S. Turnipseed, AlA
ahitect r e carssln coon interiordeslgn
EAVE 1 HEIGHT: EAVE=8308',EXIST.GRADE=8290',PROPOSED GRADE=8293'
SHED ROOF @
DINING ROOM BELOW
— a _ OVERHANG ABOVE.
a
�� — 1. n --- ----
LINE F DECK ——— — o N
O C ` I L_
BELOW.
�o
w , EAVE 2 HEIGHT: EAVE=8313',EXIST.GRADE=8313',PROPOSED GRADE=8308'
:211
0 ---r--=' — 1
1 o
CA a� x
-- — ---------- — A� ° °°
W L
O c�
L
-- o o N 00 0
0
RIDGE RIDGE — I o, O
T-1 i I 2 m W I •_ -
RIDGE 1 HEIGHT: RIDGE=8317',EXIST.GRADE=8287'`��OPOSED GRADE=8282' I I I p N
N —° 0
1 II ill II I 1 H 00
A4.1 °° i I // I I I I I A4.1 u N a co
Il I I �
o
00 I l 00 l T-� h avi U
RIDGE RIDGE RIDGE } i
I ° r
l I l N I I
1 _ ------� -------- ll
II I Il I l l
w
RIDG E E 2 HE<I<GFH�T: RIDGE 8322-',EXIST.GRADE=8-303'T,I PROPOSED GRADE=-8282'
00
00 N
I I ——N —
I
�
♦0
EXTERIOR WALLS
AT UPPER LEVEL
BELOW
3/ 12 8/ 1 FD
SHED @ STUDY ___________ __ _________________ _-- — __
------------ -- r- -------------- - -------
co
° o o
Q o O� I
0 0-A4 o
u-
�
_ _ N 8_/ 12 w w 8/_12
�—' @� — \ 8/ 12
LINE OF DECK L EXTERIOR WALLS I ! °
Lu BELOW. AT MASTER CLOSET
LA
BELOW co'w COPPER GUTTER
AND DOWNSPOUT X w w
Q
Q>A4.1 Z~
w
2,-6„ w I I w
= w - II (.T.� w 0C
W
o N w
II
N
O F W � Q
a
O �
a (p)N W I l w w v
CD
1 1 I o m
COPPER GUTTER __
A4.1 A4.1 AND DOWNSPOUT r J_.J o y I W
COPPER GUTTER + r X = I
AND DOWNSPOUT I w
8/ 12
°° o
-T
° I
A4.1 RIDGE 6 HEIGHT RIDGE=8313',EXIST.GRADE=8294',PROPOSED GRADE=8282' RIDGE 5 HEIGHT: RIDGE=8313',EXIST.GRADE=8299',PROPOSED GRADE=818 2�I
I.
RIDGE RIDGE
1 I 1
A4.1 I L A4.1
N 1po
— N N
I co co T
L
L
T i t 8/ 12 LL' 8/ 12 m h''"1
W
= o N z 3
I CA J W m
L ---_--- -- — --- J Q�f
J
ROOF LEVEL FLOOR PLAN -i - i I.- z
W J
LL
A2.4 SCALE: 3/16"= 1'-0" l i U U
NORTH L-------- -- -----J N O
LINE OF SHED
ROOF
COPPER GUTTER BELOW.
AND DOWNSPOUT �T
A2941
A4.1
ROOF LEVEL
FLOOR PLAN
Scott S. Turnipseed, AIA
a�hitecture cflnslr�ction ir>teriorrsgn
BEDROOM 05
Typical Main Roosna
Typical Cedar Sltllna Ec Shake Roof.
Typical Stone Veneer oiling In Rough Sawn Cedar Style and
Style and Color TBD vertical Color TBD
Co.,TBD
NOOK
a
T.O.Upper Level Subfloor T.O.Upper Level Subfloor
Typical FaSo C',d RaBers El.1 11'-0"
All Rough Sawn Cetlar
T.O.Upper Level Subfloor pieces T.O.Upper Level Subfloor
EI.111'0" EI.111'0"
COVERED DECK
ader aulslde. - C CY)
yin M
or to r shade inside I I
N CY)
x _
Y O
FIR PIT PATIO A a O m CJ\
T.O.Main Level Subfloor T.O.Main Level Subfloor W �L
(8296') El.100' �El.100'-0" (8296') -11— O 06
T.O.Main Level Subfloor T.O.Main Level Subfloor •A .� N
(8296') El.100'-9 v•ri T1 �EEI. (8296)
CRAWLSPACE LLJ LLJ
I i I �
E—I o
Typical Accent RopNng H O
aquiva1-t C U o,
_ I j Metal ro0/ i noted I cations f' I`` (15 C6
co
Tvai<al Stone Veneer rn CN
s"drystook stone T.O.Lower Level Slab T.O.Lower Level Slab � LJ/ CY)
Color/Style TBD T�
(8282') EL 86'0" - \ EL (8282') W O w O
T.O.Lower Level Slab T.O.Lower Level Slab COVERED ENTR Y ^
(8282') EL 86'-0" S.L
El.86'-0 (8282')
all A; W al I C: ^, 1L
•IH
V'D EMRY TOTAL S.F. =204 TOTAL S.F. =312 WaII D:around came. Wall E:foyer TOTAL too,;
W oil WaII R: WaII F: a
70TAL S.F. =85 TOTAL S.F. =122 707ALS.F. � BURIED S.F. = 0 BURIED S.F. = 0 TOTAL S.F. =23 TOTAL S.F. =104 TOTAL S.F. =382 =
BURIED S.F. = 0 BURIEDS.F. = 0 BURIED S.F. =56 M
BURIED S.F. =85 I S.F. = 24 BURIED S.F. = 0 (Y)
Wall Wall G:around corner f' V
TOTALS.F. =22 V
Wall T: WaIIB: BURIED S.F. =4 L
TOTALS.F. =280 TOTAL S.F. =103 O .-
BURIED S.F. = 68 BURIED S.F. = 0 1 1 I
A9.1 .nq_I n I I nb.l
0
jl
APPROVED MAX. GRFA = 5,267 4 S.F, according to � -
• ( T C r o w I s p a c e tyyl5,back of aaraae
\�/JI I BOURIEDS.F, =479 TOTAL
Amended Flnal Plat of Eleni Zneimer Subdivision, a part of aDndly#,
TOTAL
Tract A, Lions Ridge Subdivison. II II -- ! ( TOTALS.F =175
BURIED S.F. =1)b
4.1 A9.1
oll O t_ ' OTALSF =2� I I I
Mechanical POW d
W
W.l C. BOURIEDSS.F. =B4
BURIED S.F. =68 Cancrele FOO! F F9 C'In9-
Key •• walls below grade for calc s
L.L. WALL NAME TOTAL WALL S.F. BURIED S.F.+/- 1 Wa1N. o"1F
\� eorALS.F. _i�z
URIED S F
Lr ;udroom euRIEDsF. zoo
A 204 0 LOWER LEVEL FLOOR PLAN �I; 0 o�n�Iaga nE nr
B 103 0 I �L� — T� I�fITITI I ----
C 312 0 IT
I
D 23 0 & ELEVATIONS
E 104 0
II II
LL_
Foyer Above I
Finanone enor
F 122 24 A3.0 NOT TO SCALE U I i- ol°eln�
oF,F
G 22 4 DASHEa11NE1SJ -------- --------- I Wall: z
E GRFA OBTDNE -- ----- --------- I / I Media/Flo groom rorAL S.F. =2aB O
BURIED S.F. -2.
H 326 0 GRAPHIC PROPOSED SQUARE FOOTAGE CALLS F-6;
I 382 56 — — — — W AESO r A4.1 rl Wall6:� Q
IEDSF. BOTAL S.F.cn ce-�0
J 316 203 WdI F: - RIFD S F B
wa SS.F. =103 TOTAL S.F. =122
K 20 18 a RIED S.F. o wm p:oroona corm surelED S.F.
WdIA: TOTALSF =23 (F11
L 243 243 a°T L S'F 0 I❑ I BURIED S F. = O ❑ Q
ure DS.F. n I _ J
waona: woR G:or000e coroe< —� ,
i DSF =311 TOTALSF
M 260 260 BURIED SF. = D
uRIEDSF. _
N 102 102 a.#, i iw.l.a.n W � ono
O 89 89
Barhn2
P 175 175 B a t h k l
r,iece o
Q 152 152 � �-�
R no,�Al��n �
85 85 =__ ___ C)
S 479 479
T 280 68 F—� W a C
A4.1 A4.1
woe N:
A41 ioTALSF. =326 1 T 1
BURIED S.F, = 0 W
Bedroom p2
r' ,noer TOTAL S.F. =311
Bedroom ff 1 Fo BURIED S:F. =3N I T
W
TOTAL 3,799 1,958 l�
PERCENTAGE APPLIED TO LOWER LEVEL GRFA
WaII I: �—I
TOTAL SF =381
URIED S.F. =56 O
I
I
I
I N
BEDROOM M4
BEDROOM 84
BATHROOM k6
I
I _ M
Soil Nail Retaining wall STAIRS BP
tl Nail Retaining wall I-leighf TBD
Height TBD
8314')
(8314')
T.O.Upper Level Subfloor T.O.Upper Level Subfloel r�
T.O.Upper Level Subfloor T.O.Upper Level Subfloor EI.I 1 I'-0" —_— EI.11 I'-0"
El. em Floor Syst ll
---� 12"+/ W p I -
COVERED DECK I� }� cr� O I M
CRAWLSPACE greatroom Wall CRAWLSPACE ^4 C14
I I
dining room wall A
__— J� L------------------7 I M m
Footing System I —
Footing System 10 +/- (/)
T.O.Main Level Subfloor,i T.O.Main Level Subfloc z <
TO.main Level Subfloor ,` T O Main Level Subfloor (8296') El.100'-0" EI.100'-0" (829e
/, i >
(8296') EI.100'-0" ————— MASTER CLOSET w
w
�EL 100.0,. (8296') :.;',': �
W
J � J
LLJ
1 �T Z
O
T.O.Lower Level Slab T.O.Lower Level Slal
T.O.Lower Level Slab. wT.O.Lower Level Slab (8282') EI.86'-0" —— ———————— ——————— —— —————- El.86'-0" (82+
(8282') EI.86'-0" — Br EI. (8282')
WallN r'
TOTAL S.F. =102 W
Wall L: BURIED S.F. =102 WaIIP: Wo11M:
TOTAL S.F. =175 Wall O: Wall O: Wall S:back of oaraae
Wall K:around corner TOTAL S.F. =243 TOTAL S.F. =260
TOTAL BURIED S.F. =175 TOTALS.F. =89 TOTAL S.F. =152 TOTAL S.F. =479
BURIED S.F. =316 TOTAL S.F. =20 BURIED S.F. =243 BURIED S.F. =260 BURIED S.F. =89 BURIED S.F. =152 BURIED S.F. =479 A300
BURIED S. =203 BURIED S.F. =18
GRFA CALC'S
ELEVATIONS
Scott S. Turnipseed, AIA
architecture l construction I intedordesgn
)< 1 1 1 1)<A4.1 A4.1 A4.1 A4.1
a
a
BEDROOM#5 co
,y CO
X
i O
w,
W 0 m 0`1 M
y �
U � �� L
t/1 aUi U
T.O. Upper Level Subfloor T.O. Upper Level Subfloor } U
EI. 1 1 1'-0" � r
— — — — — }
o
COVERED DECK
O
CL Jul
0 0
LJ_ O \
Lj Lj
LJ CID
N
T.O. Main Level Subfloor T.O. Main Level Subfloor
(8296') El. 100'-0''
El. 100'-0" (8296')
LA �A LLJ
I LLJ -1 L4
z
o
T.O. Lower Level Slab T.O. Lower Level Slab W
z �
(8282') El. 86-0" — — — — — — — El. 86-0" (8282')
O
Typical Exterior Light Fixture W W O
TOV Code compliant COVERED ENTRY
downlight fixture w/full w W U
sheild. TT�
Final Color TBD
RESIDENCE FRONT ELEVATION w
A3.1 SCALE: 1/4"= 1'-0"
O
N
i
M
EXTERIOR LIGHTING CUT SHEET N
i
NOT TO SCALE
RE: BUILDING ELEVATIONS,SHEETS A3.1-3.4 for all locations.
` N N N
N N O M
N N
�{ m
CA Q LU � C
w
w o
J �
J
F-- Q
W Z
W J LL
U U
1 Z
O
A3 ,01
u�u
I1r�TI �
BUILDING
ELEVATIONS
F seed, AIA
n interiordesign
a
a
Co
N �
O M
X _
O m O
�L CT
1 1 1 _4 M
A4.1 A4.1 A4.1 H C o- -6 N
M
r M O
= C1l O
•� O
U � �
L (n O
v O O
_ U g'Line of ceiling in O
Greatroom U } N
N M
O L o
0000 • } Q CT
N a� U
M
Typical Main Roofing V
Typical Cedar Siding Eco-Shake Roof, } L
Rough Sawn Cedar Style and
a r
Typical Stone Veneer
5"Drystack stone Vertical, 1x8's& IXIO's Color TBD
Style and Color TBD Re-Claimed O
/ o
Typical Fascia,Soffit, Rafters&Lookouts
i All Rough Sawn Cedar, or D. Fir
/ \ \ pieces:2x4,2x8&3x8
Stain Color TBD
0 0
T.O. Upper Level Subfloor T.O. Upper Level Subfloor
El. 1 1 1'-0" / El. 1 1 1'-0"
of � � \
I I
BBQ AREA r / \ / \ / \ I // v \\ I o
/
b / \
/ 6 \\ \ Typical Aluminum Windows
Sierra Pacific Aluminum Clad
/ I Wood windows, typ.
JJ / Color TBD
I \ / I
FIREPIT PATIO I I I Typical Cedar Siding
Rough Sawn Cedar Z
` Horizontal, 1 x 10 Lap 0
� I I Stain Color TBD Q
� T.O. Main Level Subfloor OL T.O. Main Level Subfloor
(8296') El. 100'-0"
EI. 100'-0" (8296') O Q
T cal Exter r Llaht nT� W
NUNN TOV od an
W
CRAWLSPACE I I own ig W O
xN r�--rJ---- -- --------------
L---L---- —
I / ►—� r--� W W o
Typical Deck Railing
Typical Accent Roofing
Rough sawn Cedar newels, - -- --- — / L Cor-ten or equivalent --
&pickets, final style TBD. I \ / ` Metal roof at noted locations Q
P Y U
I
Stain Color TBD
I
I W
L Typical Stone Veneer '-
� w
5"drystack stone
1 Color/Style TBD
I I
T.O. Lower Level Slab I ? T.O. Lower Level Slab
---------------------------------
(8282') El. 86'-0" L--------------------------------------------rJ El. 86-0" (8282')
I I �
RESIDENCE SIDE ELEVATION 1------I- COV D ENTRY _
A3.2 SCALE: 1/4"= 1'-0" L--------J M
� N
CV N CV
N CV CD M
O M c�) 4
M
N
v� Qwm
J
W
J �
Q ~ Q
L LZ Z
LL
U U
l _� Z
N
h—� O
A3 ,92 IIr�TI
BUILDING
ELEVATIONS
Scott S. Turnipseed, AIA
architecture l construction I intedordesgn
a
a
1 1 1 1
A4.1 A4.1 A4.1 A4.1 Co
N C)
0 (X
X
0 m 0"
O cy)
V) = a� -o N
BEDROOM#4 BATHROOM#5 r 00
= CV O
U � �
o U M
Soil Nail Retaining wall STAIRS UP U c N
Height TBD O
• } CT
8314
t �
} a r
(8308')
noun
V
T.O. Upper Level SubfloorA, T.O. Upper Level Subfloor y
El. 11 1'-0"
Floor System
12"
0
CRAWLSPACE COVERED DECK
C? I o
I- - - - - -
0
Footing System RRQ AREA
10"+/-
T.O. Main Level Subfloor T.O. Main Level Subfloor A. J71
(8296') EL 100'-0" � - - - - - - - - — �- - - - - - - -�—
— — — — — — — — — 'El. 100'-0" (8296')
DINING ROOM
CRAWLSPACE I I I Q
4
W oQ
CI- - - - - - - - - - - - -I-7 - - - - - - - - - - - - - Z - - - - - I- - - - - - - - - - - W WWI
I I I I I Q x zo
T.O. Lower Level Slab T.O. Lower Level Slab L7
- - - - - - - L - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - -I W � z >
(8282') El. 86-0" - - - - - - - - - - - - - - - - - - - T- - - - - - - - - - � El. 86'-0" (8282')
w
H
O
_r-,
RESIDENCE BACK ELEVATION
A3.3 SCALE: 1/4"= 1'-0" N
1
M
N
1
�t
CV N N
(ll CV (D CO
N Cpl
O c ) M 4
M �
N
v� Qwm
J �
W
J �
Q ~ Q
L LZ Z
LL
U U
l _Ln Z
h—� N O
A363
z
IIr�TI
BUILDING
ELEVATIONS
F seed, AIA
n interiordesgn
1 1 1
A4.1 4.1 A4.1
a
BEDROOM#4
a
N �
O (X
X _
i O m O
t Nail Retaining wall f� '� 01
Height TBD cY) 0000'
(8314') r o0 O
= N O �
•� O 0 O,
Ld
U � �
O O o
T.O. Upper Level Subfloor T.O. Upper Level Subfloor
g N U Q
El. 111'-0"
t C-)
v �
Floor System WIN= a
I I
o CRAWLSPACE I O
Ll LJ
o V
H
Footing System
10"+/-
MASTER CLOSET
T.O. Main Level Subfloor _ _ _ _ _ _ _ _ _ _ _ I T.O. Main Level Subfloor
(8296') El. 100'-0" - - - - - - - - - - - - � �
EI. 100'-0" (8296')
I
o I I o
I I o
I I W oQ
T.O. Lower Level Slab I _ — — — — — — — — —I T.O. Lower Level Slab W r� �
— — — — — — — — — — — — — —
- - - - - - - - - - - - - - - - - - - - - - - - � 8 -0 (8282')
RESIDENCE SIDE ELEVATION ►�-� ►-� W W o
A3.4 SCALE: 1/4"= 1 -0" W
� W z >
r,
w
H
O
W
N
M
N
�t
N N N
N N O co
O c ) M 4
M �
N
v� Qwm
J �
W
J �
Q ~ Q
L LZ Z
LL
U U
Z
h—� N O
A3 ,94 IIr�TI �
BUILDING
ELEVATIONS
12 12
8 8
/ Scott S. Turnipseed, AID
/ 12 archiWLre I wnslructer 11n1PHordesigri
/ a3
6-4" /
a
Bed room #5 Bath #5 1a3
a
00
T.O. UPPER LEVEL SUBFLOOR N
x
O m O
p.
� O �
2'-6"
CL
� O
12 0 N O 0-
3
•� = O 4—° u 0 dS
11
II=1II III=III=III=III=1I1= _ t u °
III=III=III=III=III=II [Ed 1 U 0 00
g ° I I1 I I III —Ill-1 I_ 5 �
Stairs = Dinin — — -
III-III-III-
�- o w o
I I1=1II II1=
a III 1- 11.0. MAIN LEVEL SUBFLOOR N U U Q
1=1 I IHI_ 00`-0" (8296') s
�° III=III=III
I 1=III III- a
o
I =1IMI
}
1 1111 1II= O
I � Crawlspace II I=I
11
Cov' d E n t r y 1 �
I - - - -- - - - � II=III III-
FT - - -- � I III I II I II 11 y
°` I
T.O. FOYER LE FLO 111-�I- -I I -III-III-III-� I I I-
a=1--1=1II=�1-=1--1=II=1-I-I=I-I-I-I -
1001-0° - -�d�-ti room W. i . C.
1II-III-II1 III-I I I-
____ � I-III 111=1II=1II=1I
1=1 ITI 11=1 I I I I 11=1
°Q
III-1111 III-III ° I III
=111=III=1 1 1=111=1 11=1 I I I 1=1 1= T.O. LOWER LEVEL SLAB
III=111=111 111 1 1 111 11 III 1 I I1 I 1 11 1 1I 100'-01,
-1 I I-I I -1 I I-1 I I-I I I-III-III-III=III=11 I===1 1-1 I I-I I I-I I I-I I I-11 I-I 1-I I I-1 I I-I I -1 11-I 11-1 I -I 11-I I I-1 I I-III �_�
-I I II I I III III-III- � IIIIIII I I-
-I 11-111-111-11 I-�I -11 I-I 11-111-�1
BUILDING SECTION
A4.1 SCALE:3/16"= 1'-0" Z
4'-0" O
Q �
Overframing STONE CHIMNEY CAP _>
Pre-Fab Roof Trusses 0 Q
8 12 12 8 Overframing 1��8
\I
44 �J w4 W °°
II Z
e-Fab R of Truss
� w
w w
/ B.O. BEA _ _ I WALL PLATE @ GREATROOM w
— I
Re-claimed Beams
Insert Wind s once finalized.!!
/
Insert Windows once finalized.!! Re-clai ed Beams
/ F as Fireplace Spec ? I o
b II M
/ o o
Cov 'd Deck _ I I N
` 3
a Kitchen Greatroom
II
33-0"MAC' 12
_ 3
D I�
T.O. MA I T.O. MAIN LEVEL SUBFLOOR Ak
100'-0"
_ _ _ _ _ __ 11=111=111=111=111=I C-+
Beam 111 111=111 111-111-111_ �-+ °' N N
III=1 11=1 I III=1 11=1 11=1 = 11=1 11=1 I=1'1=1'1=' C, �, 4
Crawlspace IIIMII- Ill—ICI—ICI—lil Crawlspace __
Figure out deck height/framing.!! 111=111=I CID
111-111- _
1 V-0"Drop Ceiling ? _— _ 1=1 1 =I 11'-0''Drop Ceiling ? Q w
V1 _ CO
O I
III III III III III III III -I 1-I 11 -
III III-I 1-I 11-1 I I-I 1-I 1 I 1117 -I 1-I w o
III-III-I 1 1-11 I-III- III-III-III-III I^ -I I-III-III-III-III-III-III-III-III-III- pq
_ I I IIIIII1111IIII I I 1 11 11 11= _ III I I 1=1 1=1 11=1 11=1 1=1 11=1 11=1 11=1 1=1 I I p� Q
III-III;,III,;,III,;III, ,III,;,III,;III, ,III ,I o z z
Driveway o �, w
C, r ra a III=III= D r 1 v e w a 0 3Car Garage 111 111= Q a� v v
1 1-11 I � V) z
111=III= 111 111= '� O
III-I I I=1 1=1 �
IIIIIIIII�1 III II1= �
T.O. LOV =I I=I T.O. LOWER LEVEL SLAB
11 111 111 1 1 111 1 I 11 11 I 111 I 100'-0" - 100'-0" (8282')
_ _ _ _ _ _ _ _ �� I I I1 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 111 11 � �
_-__=-III-III-II III-III-III-III-III-III-III-III-III-III-III-III-III-III-III III-III- - - - - - - - - - _ -
- - - - - - Ell - - - - - - - - - _ B ILDIN E TI N -_III-_lIl-_III-_II1-_lIl-_1II-_II1-_III-_1II IIII��IIII�IIIII�IIIII��IIII�IIII��IIIII�III11��lII��l1III�IlI11��1III�IIII��IlI11�1II11�11I1-III-II1-III-III- BUILDING
=111=111=111=111=111=111=111=111=111 =111=111=111=1111=111=111=111=111=111=111=111=111=111=111 111 _, U G S C O I-111-111-111-111-111-111-111-111-II 111- 111-111-111-111-I , U G
=1II=1II=1 1=111=1II=111=111=111=1 111=1II=1II=111=111-1 I 1-1 1-111-111-1 I 1-111-111-1 I 1-1 1-111 11 I X41 SCALE: 3/16"= 1'-0" -111=1II=1II=111=1II=1II=111=111=1II ;1II;II1 111 1II; A4.1 SCALE: 3/16"- 1'-0"
A4 ,01
=111=I I I =111=111=III=1
_ _ _ I-1 I -11 I-111=1 11-111-1I1=1I1-II1= I-
-III=III I=III III-III- ___ _ a BUILDING
' I I I I -1
II-1I I=I 11 -111-111-11I-1 111 111-111-111 111- SECTIONS
=1 11=1 11=1 I I—I 11=1 11=1 11=1 I I-
12 12
8 8
14"M.L.Rafters Scott S. Turpipseed, AIA
architectures conslructier�1MeriordOgn
12 1
3 � Pre-Fab Roof Trusses
WALL PLATE @ NOOK h
Beam
Stone Deck 0 00
�
C? N
X
Sun Deck Nook en Pantry m
H n, -0 �
00 (Y)
CD
T.O. MAIN LEVEL SUBFLOOR CL O N O rn
(8296') 100'-0"
•�
U
0 06
0 CD
a U °r,
II
U � N 00
V) 5) cN
II
Beam ~ N O U O
11'-0"Drop Ceiling ? ' 0 Q
0
II U
II s co
II
3Car Garage
II 0
II V
II
II �
T.O. LOWER LEVEL SLAB = F I I H_ _ =1
ob(8282') 100'-0" — —_
=1 I I=1 I I=1 I I=1 I I=1 I I=1 III=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I 1=1
—I — I— I I I=1 I— _I— I—I I— I I— I —
I—I I F=d 1 11-11 1-111= =111-11 1-1 11 I—I 11=1 I I-
I—I 11=1 = 1= =1 11-1 1 I_ 1-11 I-1 11=
— �LI El l r �� r1 1��� r��1
4'-0" 4'-0''
BUILDING SECTION
A4.2 SCALE: 1/4"= 1'-0"
z
0
4'-0" Q
_>
W O Q
w1 W
00
W
� W O
Uz �
tx
N
� w
w w
Shower
0 t S Toilet Bath # 4
I �
O
WALL PLATE Ca GREATROOM a
III EI I IEI I = N
1=1 11= I 1=
1=1 11=1 11= c�
Crawlspace —III—II
11=III= d"
- I 1=1
-1 I E I I I-1 I -1 I I-1 11-1 I I-1 I -1 I I-1 I -1 I IEI I I-1 11-1 I I-1
C o v 'd Deck � Din ' R � s t a i r u I=1�1=111=1�1=1�1=111 11 I 111-111 11 11 1 1=111-111=1 I I-111-111-111-1 I
G r e a t r o o m I I=1 I I = 11= 1 1= I I=11 = 1=
III=III III=III=1 � N N N
T.O. MAIN LEVEL SUBFLOOR _�_ = I =�_ ►—�
OL
a) N O co
100'-0" ___ ______ °s - _— <' M
�II11111�1�1—I I 1-
m
1=1 11=1 11=1 11=1 11= z
III=III III—I —I
Q w
CO
— 1 -1 -
111=III° III=III=1 pa CL � 0
—1 I I—I I I—I I I-1 11-
1 1'-0"Drop Ceiling ? 10'-0"Drop Ceiling ? I—I I w Z
I I= 1=I I I=I 11=1 11=1 I I= -w=
=1 I 1=1 I I=1 I I I I E I I E Ed U U
o I-1 - I-1 I -1 = N o
=1 I I=1 I I—III III—
III
II_i 1— 3Car Garage Mech. W. i. c. Pwdr. Lndry 1—1 I —1 I 1-11-11-
—111—II 1-111 � —11—I ►—,
I1—III= ==-I 1 1-1 11—III-111-
I1 l I Ed II 111=11E'd I Ed I—�
T.O. LOWER LEVEL SLAB =III=III =III=1 2 BUILDING SECTION
(8282') 100'-0" 1=1 1 I I=1 I ==1 I==1 I I==1 I ==1 1==I==1 I I==1 ==1 1==1 11==I I==1 ==1 I==1 I ==1 I==1 I I=1 I I=1 I = 1 1= I I=1 I
A4.2 SCALE: 1/4" = 1'-0"
A492
illillilillillil -1 1 1=1 1 1= 1 I 11 _111_11 1_1 1 _
_1
I IE1 11= I =1 = 1= 11= 1 = I = 11=1 I I=1 =1 1= I I=1 I = 1=1 I I=1 I =1 I 1EI 1 = 1 =1 I I- BUILDING
SECTIONS
I I=1 I I=1 I I=1 11= I I=1 I I=1 I I=1 I I=III— I I 1=1 11=1 11=1 11=1 11=1 11=1 11=