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PROPOSES)
513'x32'
NOUSE
D
a
PROPOSED
LEACH
FIELD
PROPOSED
• +NELL
(90
CENTERLINE 15'
ACCESS
ROAD
a
(3
PARCEL 1
113,500
ACRES
Archibeque Land Consulting, Ltd
- Professional Land Surveying & Mapping
105 Caped Street, Suite 5 - P.O. Box 3993
Fagb, C&Sarado 61631
970.329.6020 Office 970,32B 60 11 Fax
SITE PLAN
SHANNON RANCH
PARCEL 1, WINDANCE RANCH
COUNTY RD. 151
COUNTY OF GARFIELD, COLORADO
LBOALDS5CRIFTION:
ruce3l, W1nCann RAM arrraLrg in the P4r1 Pal Lherro+
{f ptlonNe 8141071 sr 1Ord dor rend in the Clerk rid Re seem•
Of&ce. County of CarMLdd, Stria cd Gotondn
Alto hekg Mire NW} SP.of Section 2fi.• Towruldp S South • Pytnge
87W.to¢.thmew >.s
NOTES.
ti Stla Plan Data:Nal 17, 2012.
21 Lawton 4f tmprovemanta, Lal line and Easements us based upon the relaonood P.nal
Pial of Wlydance Renoh. L8cadon of proposedImprrrrerrerfs Wets fielded by client
3] SMB le grading le minimal, Grading edifice to structures eb08 slaw pdmihvdrairege away
hem ettreuieu on all skies s mirlmum pts% for ma ars; 10 Peal Dralnaga SWcdraa
Ir duding Era rant llmked to caAvarh, eh8 be Iretaled per manufacturer spa .
41 No Refalning walla ars Contemplated.
61 U0116ai ere shown apprtematefy and eboukf ba bald ve lled prior ba ACCAVi0pn.
018u rreydr epee net warrantor tertly'o 7e Integrity of sty D-iol r0ele supplied A
col Corson with Via documenL
71 Lineal Urea a Cha U.S. Reay Foc9 were reed hen.n.
APPROVED
SUBJECT' TO NOTED
EXCEPTIONS 4 IN51`n`110S
GARFIELD COUNTY
BUILD G D PAR 1
ELI) COPY
NO iNSPFCT1ON WITHOUT
THF„8E PLAr4S ON S1'1'E
Page of
GRAPHIC SCALE
far MIT )
tbush .l0 R
SHANNON RANCH
PARCEL 1 , WINDANCE RANCH
COUNT[ RD. 151
COUM7 or Gaisn D, COLORADO
12724 StlE2
04-26-12 xoaan: TJA
•
BLMF-5-12-25 1
C.3
Ea
C—
.1= .=
017
fen
021E
O
0
Floors over vented crawlspaces must be insulated; R-30 or enough to fill the cavity. Vents shall be
located below the bottom of the floor joist per 1RC, R-408.1. As an alternative to insulating floors,
crawlspace walls shall be permitted to be insulated when the space is not vented to the outdoors and
meets the requirements of IRC, R-408.3. Take precautions to protect plumbing in these areas.
\ \
REr1RERCL 51951)0 SIuov FOR KART ilE01 DMA'
W HP CEOIEOH, JOB NO. 112026A auto NAY 30, 2012
AtaiELLIMMIQN
1. 1101614 WC Fil 4441 BE COIPACIED N NV[ a Urs
r *2!) OP!M1B MOVE WONT TO S'S{ 50500116
PROCTOR DO.SrtY PER MN 0659.
I. ILL MIMI FOR *MIS AIA r00INCS, SNCL rE ABDE ROB
TIPS R CUM, SEINE AGGREGATE A+U SAW_ weld, 400D PSI
CCNPRE55Ik 001E901N N 2$ Oi00S, AIUI WEE MAYS A W71NL41
AAP OF 3 IR' AHO A 4411 WN RAM CF 0.15.
2. All MIMIC BARS SKILL BE 0505 7015-056DE se EXCEPT
MOM 1E5, BEM SII RUPS A* EMBEDDED RATE WHIRS
S
x10101 sm. Bi A65' -ORALE 40, TELCO 1110E TAM SN41
COMITY TO 1611.1 A185. HEADED MOS MALE *ROW TO ASM
MOO MTM 60 K4 TEN41E STREM001.
3. CONCRETE P901EC1105 FOR 5515000)591 (UNLSS OSMERWISE
A COE1rAFEE P0UE0 704015! EN1Th..........1•
e COME POURED N MS KO WORD TO *5*1MR
ee E DL I5 pas OR SWIM .......1
BH4 LARGER 11031 +5_........2'
C. COMM. GNLER.S AND VAS (MM.
PWORCEHENE. DES AND STOUPS). -_I 1rl•.
0. SUBS AND xALLs..........Y4'
1. 00 SPLICES OF PEIRFORCOAE91 LAY BE RADE ARD NO 55110IG TO
RENFOROW 51143. BE PEIBr5SEO, Dar AS DENIED OR
*noon el Tx 51R11CNRAL EIUNEElt. UP SPUC5 NEIE
PE10Ng0, SNAIL EE A IWAAA LIF 36 WR DARTERS IME
wee RE51ORCEIEMT must to cec r514ESH FLUS 2' u 5UE
Me EMO LIPS. BUT NOT LESS 1105 6, MC STOLE BE YORED
TO0EINER. NINE ALL BANS CONTINUOUS MOONS COMERS OR
PR/ME CORER OAR5. OF (0(111 077 AND SPAUNG.
5. DEM BARS N PeCOIm45CE 1401141550 LAIEST mos CF ACI
DEMING WAAYL AND FAX &1RDNG CODE REOUNEMENT5 FOR
RE#ORCfD CONERETE.
6. PRM ALL ACCESSDRES IIECE5SARI 10 arrow RUNFORCNO
AT POSITIONS SUNT ON 1M. PLANS
7. pm (7) - +5 BARS 1ItII 2'-0• PROJECTION AA01.0 ALL
OPEIU10S N mom.
50 SU115 AMO BEARS SHALL NOT KIK ATOMS INA lV1570NTAL FLARE.
AMI STOP OR CONCKIE 11,0PoE MUSE BE RADE Al CENTER Cf SPAM
1501 YEA71C & SICU HMS AND 10170111A1 LEI'S, MISS
MIME MORN ALL 5CIAS1RUC1O11 JOrRS 93111 BE AS
DEOAL1D OR AS APFl:PE0 LTR OR DOWER.
1.-06r-0•rr-0'Wwc0EIE 7005550 i
fe, (B) t5 Ex.
IPS
\ \
1.0.55. ELEV.
100'-r
ILOF. EIEV-
CRAINLSPACE
10 111 WENT BV55E9 MR MO SOI- SFX. it! PIPE
PENETRATIONS MO LMS OF IOPOR WWI
1'-0501-353'-O CONCRETE 11301E5 1'-1.15'-11%5WOORCEIE
xr 5) js E.1. f 11 1(6) 15 E.M.
P1•
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Toff -0-
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105-r
5.0J. REV.
GARAGE
4.004CRF1E SAB Rr 14 r 24.0.0. Ex.
CRS 4' OF ClitIERED SEM
SLOPE 1/4' FER FOOT TO 00045
1.0.55. [LER..
100'
503. ELEV.
45-r
M ow
FOR ORAME
l_ 1 DIu+ J
7//r/�riiaiiiirrfe/ ifril/7//i2'l - 'f✓//'/ ///////A
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ae'
0542'
g /7, 77
FOUNDATION PLAN
MOTE T.0 W. •TOP OF IlAll
507. • IOTTOHa 1901)0
1'11 R
1' a za
•
-3.7: •
4f;d:-.(4::::::611:::: a •11*
BURKE RESIDENCE
TOPONAS, COLORADO
FOUNDATION PLAN
NtssenDesign
8360 Dover Way
Arvada, CO 80005
(303) 204-5662
DATE: 06/18/2012
SHEET:
S-1
(2)2c5 IREA1EP 5u PUN
WI SATO x 10' L *MR
BOLLS 0 2'-7.O.C. 510 6'
FRON PLATE EROS
HOP U BOOS IRE TO BE
BETON TOP SLIIFACE OF
UPPER 511 RATE
GRWE: SLOPE AVIAN
6'N FEST 5411
2-51 CAW. 1OP
2-15 CONI. BOi1g1
10
•
n n e
46'
1'-2' ISMS ALT NOON
2.45.
S-5
(2) 1121 BOLTS
UGH SOC
2% PUTE ATTACKS TO ROM
CONSTRUCTION ANEW ANO 11011/EB
ACIUAAO FASI!(IIS A 16' SIioG(AEO
FOUNDATION SECTION
1•=1•-0'
4-55 CONI. P1 FOOTING
11 718' TR, BLOG3WEB AS PER
7 4WUFACTURES REC.
31C7%111' SIEfl MILE
DOLT 5 -ROM Kw
551* (2) 1121 0325 P115.
37114' A36 SEW
114' % T' LONG FlLIF
111 1.1% IYP.
LATERAL SUPPORT SECTION AT MONOPOST
TWEE SHOES
NEB Si ER EACH SIDE OF BEAN
318'
1/45[Bk0'-' PLATE
3'1 5I0 RPE
515E C LAY:12: I'-0' (ILP)
11115
tan
51
COLUMN SADDLE AND
,►'s, BASE PLATE DETAILS
1•-1'-0.
TI
112'1
112 E]N. JIANT NAE'RUL
CCHCREIE SUB -y
5114 0 24' CC LW.
2e6 s4E PLATE (IYPIGLI
w1518'1 110' L. ANCHOR
BOLTS 0 S'-0.0.0. ARS
r ERON PLATE EH6
241 C0115. TOP
, 00.
2.16 SDML BOI10u
er.--4.15 CONN. IN FOOING
CAW: SLOPE AMY
5' 11 FRP 5' N.
16'
FOUNDATION SECTION
FOUNDATION WALL
CORNER REINFORCING
(2) 15 COMER REFANS
0 13'0C. 4A%
f*AM1M170111V5
FOUNDATION WALL
JUNCTION REINFORCING
51 314..1.-0'
rbc`, FOUNDATION ts DOOR OPENINGS
S-1 1._l.-0.
BEN! SO 10P OF 208
141411316 HATE 5 RUSN w1 TOP
OF 20101E SIL PUTE
USE 55111 SEALS F NECESSARY.
SUM MOOT FILL EOM POCKET
YAM 5-01AR SWAM. 290111
CRRETRO/ED ECK110Esr.1TP.
POCIEI SHOULD BEA We
Y IRO CONCRETE FALL
_ BEAM POCKET
3f4.4-0•
0 SECTION 0 INTERIOR COLUMNS
5.1 1•-1'-0•
3 1f2' C48LL 15116.0 Ng1E5 FOR
314.1 80110
3. 9BES
0 5 BEAM SPLICE
sl 1..y.-0•
ssenD esign.
8350 Dover Way
Arvada, CO 80005
(303) 204-5662
SHLET:
S-2
O 24141 M1 1g1ES
OEBITRI CODE
A0MERRAno RE510EN1AL CO01
IIO24 MO LWO 1 PLF
9104 LOAD. • KO 151
WTD LOAD. BA4C W1K16PUD • 1E 1vH EV 6
PREENGINEERED RF TRUSSES
HAVE ENGINEERING FOR INSPECTOR
AT TIME OF FRAME INSPECTION
TG / L e /007757: //6 /$
gA SECTION
5.1 1/4'=1.-o.
( GABLE ENO SECTION
'.+�. 1•=1'-0'
LEGEND
-rrrlr�r.+ AEARINO IMI
• OR (2)-2+6 POSE CORN N 2x6 16,11.
PAM N0M0 0TH€AN5E)
•___...R(2)-1 Yen La. READER
PAM OTHER6P3E
.ekc4!/;I/gozAjli/0 rf,�P, dr/4/
AG_epuir(44/ Ariw e riiwchew •
e/ecrk.CS I An/ / 47ilovI /
74// / " C Fi$/f%/w5rtc Uii
A170UARH0EIBE�
FRAMING NOTES:
E. Moir 6W40 4142 1ENOER5 TO BE 1EM FR 12 OR 0ET1114 U11ISS
xolw OTIIERKSE.
2. ILL DOOR No 1174X01GOERS TO BE 2-1 3/(29 IEA' LA AI 2[6 FRAME 14115
OUTDID OUISIE a SW_
5
311.10 PLUS NOT{D ARE 1RFAEN S11.105' FOR 0AR01O EERY. PACAgE
M Me AS. MIMES. ALL 022240 FIR 116 ND 1RADERS
51W.E 9E 630 'TRIMS 54105' AT 114171 111) OF BEAM (AMISS
OTRfNM& WE0.
4. 141.111151091(14-411 5010 CFOIE OR Ina 116' O.C. IIRIISS N0M0
S. 2)41. 9105 964.1 B6 OESIGNm, DETNLEO. FABRICATED. +YD E EC1E0
11
ACCCROLACE 011H AL1.[- MIO WNOFACTUR111 S SPEC11C TIONS.
6. JOIST HAFCERS. KM WAGERS. TRUSS IEANGER5. TO BE 1P20+C111RED BT
511PSOI1 STR04O TIE CO.. INC. PROROE !S R(21120D 04 MANUFACNRER,
7. SIRUCIURY, E WBER EYPO5ED TO WEARER 51-01I BE 10112211E TRE41ER OR
N *11112 SEIZED AT TWE OF CONSTRUCTION. 1%IERIOR W000 OEMS OR
PORCRES TO E 14tY4IR j2 OA BETTER. CC% OR PORCH JOISTS 7110 BEAM5
TO OE PRISM 'RUTH/ OR WJCALIT RAO AT (RIE CF CONIAUCRON
a IRILi111E PLY ENGINEERED MINER REAMS ANO I(ADERS SHALL EE BERT OP
PER �111021221 SPECIFICA12HS OAT* BY 1404UFAL101ER
0 ADL JOST AND 11055 CNOTIIIE5 APD 110E1NONS WSW BE YENNED Of INE
1 111(214E 521PPUERS' SHOP ORAI11100 AND SPE1{IG113N5,
I0, SEE WONT 4111 LA. 1110I$ACNNERS' IJIERAIURE FOR SPICK 11 05IRUC114
OCTAES
11. SWANK 9AEL CR 30111 TO AMEAIb4I P11'E000 ASSOOANSIPS
CUEEQMI PRODUCT STANDARD SPECIFICATION AAD SKILL EC PERRORIAMICE RANO OF
nE ANERGIA RAM O 4SSOCU11 4 TOW WOES 9•EC FED.
A ROI OWING OKI BE 511' APA ROW 9[411140, 321!4, EXPOSURE 1,
401 kJ 6d WS Al 6' D.C. AT PNEL PFFfVLM01442 AT 12' O.C. AF
iRERRED14TE FRMA42
B. E%1ER.04 W.1 SHEAOIHG 9i41 BE 15132' APA RAZED SHEAINRIG, 32)71.
L1.1hE1RE 1 WAL RTI Id PEALS AT 4.00. N mum 100 r 0 .. 14 FEED.
BBIPS%TIE 1106$ REARO!$916W101RE
OVEN 2101 IIEN•2+O PO4P0,T17.
PRE4-1IGM I10D 11uISs7;'S 2: D[
5 1/2126 112 CLIA{A0 0R
11 211]0 51ER EE791 _
5x1FAO %
ROOF FRAMING PLAN
114'=1'-a'
CABLE OD TRUES
216LXl1101BAT20.O.C.
t 1e17 F1.1QA
ti
BURKE RESIDENCE
TOPONAS, COLORADO
GARAGE FRAMING
ssenDesign
8360 Dover Way
Arvada, CO 80005
(303) 2045662
DATE: 06/19/2012
SHEET;
S-3
E:\O1AAH DRAWING\000193 BURKE - Northstar\000193 CONFO.dwg, 5/11/2012 12:54:03 PM, PDF Pro
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Burke/Marcy, Shannon/Rome-5-1�-2511
CO 151 a Sweetwater Rd a Sweetwater
Modular home w/site built garage
0.A.;47/C.C. Cop),
NORTHSTAR HOMES
BURKE
HOSE
BIB
lin MIL ME
CUSTOM 4 -BOX CAPE
sem' FOUNDATION
KMM
lit!
3-5-2012
COLORADO
1/4' = 1'-O'
oym .- Alt Arnaricc n
Ver4Homes of
Colorado, LLC
MILLIKEN, COLORADO
TIC IIiERNATIOI ON THIS BLUEPRINT IS PROPRIETARY CF' AL1 ANERICNi
HOES, [TS UNAUlICREZED USE OR SALE ES PROHIBITED BY LW,
VIILATS IJLL BE PROSECUTED
Northstar\000103 CONFO.dwg, 5/11/2012 12:54:33 PM, PDF Pro
60"-0'
16'-5
43'-6
10'-1
9'-9'
7'-0'
7'-0'
8'-1(4'
8'-7
•
C9'4/641 -A/'l
09TC HSSA15d
S9'U6"rT -A/T
09fE KSHAISci
grit
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Lf)
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2"r/ZS -An
, ,0t HSgp..L d
3)2x6
POST
3)2x6
POST
OWNER
BEDROOM
E' O" X 18'-8"
29/C2 =Ari 11/11/(1I AT if SOD 2"9/E2 -Art z9ii2t-A!t
acre 1kS8A10 3) x Pt* Mire I�HAL d OS r€ H$HALDd
3)2x4
POST
3)2x4
P
re
i
{
1 1
42' CAPD WALL
UNDER STAIR5
2)2x 12
2)21.12
8' TALL
STATE CODES:
tj.
r-irlit.SIVIe.
2006 IRC 2006 IMC
2008 NEC 2008 IPC
DESIGN CRITERIA:
FLOOR LOAD: 40 #
ROOF LOAD: 100 #
WND LOAD: 100 MPH V -3s EXPOS C
SEISMIC DESIGN: B
cu
HOUSE CRITERIA.
ELEVATION ABOVE SEA LEVEL
1ST FL. WALL HEIGHT": 10'
2ND FL WALL HEIGHT.- VAULTED
gcl
WIND. HEADER HEIGHT: T-9314'
BASEMENT HEIGHT: CRAWLSPACE
1ST FL SQ.FT: 1800
2ND FL SQ.FT.: 1535 (liveable spare)
TOTAL SQ.FT: 3335
OVERHANGS: 12' OVERHANGS
FIRE SPRINKLER SYSTEM: N/A
ROOF INSUL R-52
WALL INSUL R-28
HVAC: CAPR1at
ADC HI ALT KIT 1 LP CONVERSION
HRV." NIA
141-1: TANKLESS WATER HEATER -0888
cin
- a �
PGTY$SH 1056 PG -PIM -180U PGTVBSH 1056
L/V- 1L9/6.1 IJV- L9/6.1 L/V+ 119/61
T
3'-6'
3`-6`
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n
1
6'-11d'
2/8
8' TALL
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POWDER
ROOM P
PGTM:14 1055
3)2x4
POST
3)2x4
POST
5' TALL
3/0
LVL
LVL
LIVING ROOM
24'-3° X 14-3°
FLUSH rIDR TBC "l.1LL LENGTH
PLUSH ?HOR 7E30 PULL LENGTH
N
ro
1J
t7
8
—Y.' FILLER
2'9/r +A/1
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2
TWO
CORBILS
AT
ISLAND
3G' HGT. 8R1Cf5T. BAR
ru
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3)2x4
POST
3)2x4
POST
DINING ROOM
141-4' X 1 7'_o.
3)2x6
PIIST
REP3296
3'4' FILLER
3:' FILLER
KITCHEN
18'--1'X
RAISE CABINETS 3/4'
REP3296
CI,
OMIT
j:26 -
B30 B30
V12
42
v3342
B30
B24
42
PC3696
PGTVB Sit 2040 2 )2 X IC SPN2N
L/V- U.9/61 L/Y+ 4.9/2.6
11' -lo'
P
MUD
ROOM
PGCLCA X40-3
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14,-7'
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NOTES:
ALL EXTERIOR OPENING HEADERS'
ARE 2> 2 x 12 SP#2 N UNLESS
NOTED OTHERWISE
COLORADO
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2'-10a'
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2'-1
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0"
5'-6
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9•-5i`
9,-5
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5'-6
15'-0'
15'-0'
30x_0'
Mirs NORTHSTAR HOMES
NI IIKOS Nit
CUSTOM 4 -BOX CAPE
COLORADO
MIT Ina FLOOR PLAN
_eGu>rr
1/4'
= 1'-0`
MUD A.
KMM
MEM BE
Mt
3-5-2012
40. All American
j Homes of
Colorado, LLC
MILLIKEN, COLORADO
TIE II CIDIATICN 111 THIS ILLEPRINT IS PIKIPRIET*' CF ALL AMERICAN
MES, UNALITHORLZED USE IFI SALL O MICIUIITED IIY LAV.
VID.ATERS VIII IE PROMITED
1X4 ON 1412
SOFFITS ON MAiN
HOUSE 4 GARAGE
CAVES
ALL
CORNS"
TRIM
IX6
SIDING
05BB
NOTE:
5.12 50. FT. or
NET FREE ATTIC
VENT
FLASHING OVER
WINDOWS AND
DOORS TYP.
T.iNuQu5
.ICS E VENT
1
ii�i��l.■i�`e�iii�iw�isr�iiG�ii%
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'111=11■i=■11ir•11
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11= !•r■.= •iiI■.■
I.=■1. r
inn sum
Minim min. Nino ii•r.
11111111MW AM:
12
1 1 1 T11Ti i t
MEM
ME III
-I 4.6 FRIEZE BOARD
ON ALL HOUSE 4
GARAGE GABLE
END5
10
THESE DRAWINGS ARE FOR REPRESENTATIONAL PURPOSES ONLY.
DRAWINGS MAY NOT EXACTLY REPRESENT FINAL PRODUCT.
DETAILS MAY VARY.
GRADE
1X2 ON IX‘
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040193
E:\01AAH DRAWING\000193 BURKE - Northstar\000193 CONFO.dwg, 5/11/2012 12:55:14 PM, PDF Pro
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REVISIONS:
PROJECT NUMBER
000193
A5
E:\01AAH DRAWING\000193 BURKE - Northstar\000193 CONFO.dwg, 5/11/2012 12:55:25 PM, PDF Pro
7/16' APA
RATED OSB
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BEAM
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SHIELD,
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REVISIONS: A
CIVIRVIEWAMMIt
PROJECT NUMBER
000193
E:\01AAH DRAWING\000193 BURKE - Northstar\000193 CONFO.dwg, 5/11/2012 12:55:36 PM, PDF Pro
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THE INFORMATION OH THIS IiLI1ETRDIT u PIEPRIETARY of ALL AHER1CAM
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