HomeMy WebLinkAboutDRB140574 Plans ApprovedApproved by the
Design Review Board
TOBy Joe Batcheller at 3:57 pm, Jan 22, 2015
GONTAGTS -
OWNER:
RL BOL I N PROPERTIES, .LTD
424E <=MP BLVD, SUITE SIC
K C,H I TA FALLS, TX -76-308
ARCHITECT:
ASHTON H I RST AR.GH I TEGTURE
CATHERINE A5HTON-HIRST
PO E30X 1601
FRISCO, COLORADO E50443
('470) 581-1468
MONROE 4 NEWELL
HANNES SPAEH
PO B0X 1587
AVON, COLORADO 80424
(110) 141�1-17&8
CONTRACTOR:
A5HTON HI RST CONSTRUCTION
PO BOX 5102
FR.15CO3 COLORADO 80443
('�:f '70) 40cf-8024
LOT E3LOG< :-1 E31C=7HORN SUE3DIVISION THRID ADD I TI ON'A1\,//1ENDED FLAT
FROIJECT GENEfRAL NOTE&
I. GORES USED IN DESIGN: 2012 INTERNATIONAL RESIDENTIAL
GORE, 2012 INTERNATIONAL ENERGY GONSERVATION CODE
2. THE GONTRAGTOR SHALL DO .WHAT HE IS TOLD.
3. A-RCHITECT'S AGGEPTANGE SHALL BE 5EGURED FOR ALL
BUILDING ENVELOPE GHANGES.
4. THIS SET OF DRANIN65 GONSTITUES A "BUILDER. SET" ONLY.
THE GENERAL GONTRAGTOR SHALL BE RESPONSIBLE FOR ALL
EXISTING GONDITIONS, FINISHES, DETAILING AND OVERALL
PROJECT COORDINATION.
5. THE ARCHITECT HAS MADE EVERY EFFORT TO SET FORTH IN
THE GONTRAGT DOGUMENTS THE GOMPLETE SCOPE OF THE NOR<.
DUE TO THE GOMPLEXITY OF THE DE516N AND GONSTRUGTION
PROGE55, OM155IONS AND D15GREPANGIES MAY ARISE. ANY SUGH
CONFLIGTS MUST BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT PRIOR TO GOMMENGEMENT OF GON5TR.UGTION, OR THE
ARGHITEGT SHALL BE RELIEVED OF RESPONSIBILITY FOR. THE
GONSEOUENGES, SUGH OMISSIONS AND DISGREPANGIE5 SHALL NOT
EXGU5E THE GONTRAGTOR FROM PROVIDING A COMPLETE
PROJEGT IN AGGORDANGE KITH THE INTENT OF THESE DOGUMENTS.
C. DO NOT SGALE DRAWIN65.
7. DIMENSIONS ARE TO FAGE OF STUD, GENTERL I NE OF GRID, AND
FADE OF GONGRETE, UNLESS NOTED OTHERWISE,
8. PROVIDE ALL NECE55ARY BLOCKING IN WOOD STUD WALLS
AND GE I L I NG5. LOGATI ON5 I NGLUDE BUT ARE NOT LIMITED TO
TOILETS, BATH AGGE55ORIE5, GEILING AND WALL MOUNTED
ELEGTRI GAL FIXTURES, SHELVES, GL05ET RODS, GABI NETRY,
GOUNTERTOPS AND FALSE BEAMS,
pop
m 0- mm 1
Wall♦ +► \
BUILDING R (EXISTING W/ .ADDITION)
LOWER LEVEL 1,414 SOFT
MAIN LEVEL 2,0-7e> SOFT
TOTAL SOFT 3,42 SO FT
2-6AR. GARAGE Clq SO FT
BUILDING.? B (NEN DUPLEX)
LOWER LEVEL 854 SOFT
MAIN LEVEL 2,000 SOFT
UPPER LEVEL -744 SOFT
TOTAL SOFT 3,5g8 50 FT
2 -GAR GARAGE -ICO 50 FT
b455'U5615 = 100'-0" TOP OF GONGRETE LOWER
LEVEL
SHEET I NDEX
ARGHI TEGTURAL
AO
GOVERSHEET
GI
6RFA CALCULATION
SURVEY
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LANDSCAPE PLAN
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A2
PLANS
AS
ELEVATIONS
A4
ROOF, DOOR,/WINDOW AND GUARDR.A I L DETAILS
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OTSApproved by the
Design Review Board
TOWN OF 'VAIL
q
NOR"TH G"R*FA ELEVATION �
C
t"^VMP "A" K.a ■ fftoW FT
10fAL MMU. WWAZA'!l0 W IFT
s
WEST G"K"***FA ELEVATION
SCALE 1 3116" R ll`„O.
T Y
'r' r ♦ t
r t
5OUTH GFRFA ELEVATION——
�C.p►t..E: 3116' = 1 "-t?'
FHASE 3 4
GRFA CALCULATION
X
ALLO NABLE:
'�
.482 ACRES = 20,61115.g2 50 FT
'� i .�11111111111a,.
.46 FIRST 10,000 50 FT = 4,600 50 FT
r11/�111111111t/1>lir
.�I�il�ilm�r�
.
� ~�•�Irin�llu�r�,..
.13REMAINDER 5gg5.112 50 FT - Mq.46g6 50 FT
TOTAL ALLOWABLE ON LOT - 7,2761.47 50 FT
BUILDING h (EXISTING BUILDING W/ADDITION)
5OUTH GFRFA ELEVATION——
�C.p►t..E: 3116' = 1 "-t?'
FHASE 3 4
GRFA CALCULATION
X
ALLO NABLE:
'�
.482 ACRES = 20,61115.g2 50 FT
.46 FIRST 10,000 50 FT = 4,600 50 FT
.38 5EGOND 5,000 SO FT - i,g00 5O FT
.13REMAINDER 5gg5.112 50 FT - Mq.46g6 50 FT
TOTAL ALLOWABLE ON LOT - 7,2761.47 50 FT
BUILDING h (EXISTING BUILDING W/ADDITION)
ULJ
EXISTING:
K<
LOWER LEVEL: 1,248 50 FT
MAIN LEVEL: 1281 SO FT
W
TOTAL PROPOSED PHA5E 2: 2,517 SO
PROPOSED ADDITION:
V/LOINER LEVEL: 1,414 50 FT (ADD 1(o6 5F)
2031 LL
vo"HAIN LEVEL: 2,078 50 FT (ADD 7G7 5F)
2077 UL
GARAGE OVER 600 5F Ig 50 FT (ADD 6111 SF)
-600 G
3508 GRFA
TOTAL PROPOSED PHASE 3: 3,511 50 FT
2 GAR GARAGE (600 EXEMPT) 6lg 50 FT
<
BUILDING B(NEN BUILDING) Lower Level GRFA
n u
1508
PROPOSED:
x.48
LH
724
(LOWER LEVEL: 854 567 FT)
-600
LOiNER LEVEL (4b%): 410 So FT
124
MAIN LEVEL: 2,000 50 FT 124 LL
MAIN OVER 16': 120 50 FT 2107 ML
UPPER LEVEL: 744 SO FT 122 (ML)
GARAGE OVER 600 5F 160 50 FT
751 UL
TOTAL PROPOSED PHASE 4: 3,434 SO FT 3104 GRFA
2 GAR GARAGE (600 EXEMPT) -760 50 FT
3508
3104
TOTAL DUPLEX A � B: 6,c]45 SGS ETJ
6612 TOTAL
0
03
103
Basement Deduction: 50.5%
Wall Area/ Below Grade
313.75 / 313.75
516.25 / 220.6
523.45 / 321.87
340.08/0
1,693.53 / 856.22
a
1 4 q
Fs"Ey' LEVEL G`%FA ""LAN
UP""W,
NORTH
M
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PATE &WE
11/24/14 CONCEPTUAL REVIEW
12/24i/14 VES16N REVIEW
1/1/15 VESIGN REVIEW
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12/24i/14 VES16N REVIEW
1/1/15 VESIGN REVIEW
Approved by the
Desi n Review Board
TOWN OF VAIL 1By J e Batcheller at 3:57 pm, Jan 22, 2015
`UTILITY POLE
(DROP)
ELECTRIC
EDESTAL
IMPROVEMENT SURVEY PLAT AND TOPOGRAPHIC MAP
FOUND C.D.O.T. LOT T2, BLOCK 9, BIGHORN SUBDIVISION THIRD ADDITION AMENDED PLAT
-----RIGHT-OF-WAY MONUMENT
FOUND No. 5 REBAR SECTION 12, TOWNSHIP 5 SOUTH, RANGE 80 WEST OR THE 6TH
WITH ALUMINUM CAP
No. 11204 PRINCIPAL MERIDIAN, COUNTY OF EAGLE, STATE OF COLORADO
'1\
N-1
0
(0
GRAPHIC SCALE I- `'1 0 0 5 10 20 00
iN
mmmi "N'
IN FEET
1 inch 10 ft.
Z_
Hf
4s :,£s I
N,
PILE OF ROCKS
"o
"Y
q
8456.9 V
4 1
4�1
8457.2
8459.7
LOT 11B 452.9
84
8459.4
_j ;x 8456Z
8452.8
STACKED
4
BUILDING
Qr SETBACK
ti DECORATIVE
MSE WALL
(TYPICAL)
8454,9
O 8452 N,
.8
EAVE OUTLINE
BOTTOM OF EAVE
ELEV. 8465.8
8452.9
N,
84,55.1 0"
8452.
Olt- 5"
N
8449.2
0, /
8449.4 %8 8452 84548 8458.5
.9 8458.5 2.2 8460.6
<0 1/Z ) 0 -,/--
8449.7
CTV PEDESTAL
(TYPICAL)
UTILITY POLE ELECTRIC
(DROP) TV PEDESTAL
4&
8449.5
!60�
4
K,
(9 wo
0
C3
8456 3
LANDING
84-5
WOOD DECK
ELEV. = 8458.8
\(CAR PORT BELOW)/
WOOD
DECK
BELOW
oQ0
fjjSEWER 8449,
LO T 12 4
CLEANOUT
8448.6
0.482 ACRES 8449.3
ADDRESS: 4193 SPRUCE WAY
/ GUY Y POLE
Al 'ZI
FOUND No. 5 REBAR t
WITH lY2" ALUMINUM CAP
L.S. No. 23506Q�
y
8429.2 8445.0
IN,
IN,8445.1
8429.2 8447.4
N,
'IN
842
FLOWLINE OFX 'I'll V\
4' CONCRETE PAN MULTIPLE PILES OF
BOUDLERS
N,
q
IN THIS AREA
8
8443.0
433.0
IN,
IN,
7" 3,
8429.2
Y
Qr
84412
1\ 8429.7-/
8
8430.1 438.4
BUILDING SETBACK
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ON
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EDGE OF ASPHALT �OF CURB AND
GUTTER 0 ,
Al
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3
.0� PARCEL A
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8431.3 -J
MULTIPLE PILES 6F'
7
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0
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8437.2
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If
FOUND No. 5 REBAR
WITH %" ALUMINUM CAP
DEPOSITED THIS DAY OF 20-- AT IN BOOK OF THE IN, L.S. No. 23506
EAGLE COUNTY SURVEYOR'S LAND SURVEY PLAT/RIGHTS-OF-WAY SURVEYS AT PAGE (N44'20'55"E - 0.26' FROM LOT CORNER)
RECEPTION No. 8434.9
1, N,
BOULDER WALL
(TYPICAL)
FOUND No. 5 REBAR
_----_.WITH 1)/2" ALUMINUM CAP
L.S. No. 23506
(N23'20'13"W - 0.25' FROM LOT CORNER)
LEGAL DESCRIPTION:
LOT 12, BLOCK 9, BIGHORN SUBDIVISION THIRD ADDITION AMENDED PLAT, TOWN OF VAIL, COUNTY OF EAGLE,
STATE OF COLORADO RECORDED OCTOBER 4, 1963 AT RECEPTION No. 98059.
GENERAL NOTES:
1. DATE OF SURVEY: OCTOBER 6, 2014.
2. BASIS OF BEARING: FOUND MONUMENTS MARKING THE WEST LINE OF LOT 12 BEING N36*41'30"E A
DISTANCE OF 140.00 FEET.
3. PROJECT BENCHMARK: SEWER MANHOLE MH 320 LOCATED SOUTH OF THE SOUTHEAST CORNER OF LOT 13.
RIM ELEVATION = 8446.26 (SEE DRAWING).
4. BUILDING TIES ARE PERPENDICULAR -OR RADIAL TO PROPERTY LINES AND ARE INDICATED IN PARENTHESIS
(XX.X').
5. LINEAL UNITS OF MEASUREMENTS SHOWN ARE GIVEN IN US SURVEY FOOT.
6, THE RESIDENCE AND AREAS OF THE SITE ARE UNDER RENOVATION. SEVERAL PILES OF DIRT, GRAVEL AND
BOULDERS WERE OBSERVED ON THE SITE AT THE TIME OF THE SURVEY.
7. LOT 12 IS SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, NOTES; EASEMENTS, RESERVATIONS
AND RIGHTS OF WAYS AS SHOWN ON THE PLAT OF BIGHORN SUBDIVSION, THIRD ADDTION, FILED JUNE 3,
1963 AT RECEPTION NO. 97510, AND AMENDED PLAT FILED OCTOBER 4, 1963 AT RECEPTION NO. 98059.
8. LOT 12 IS SUBJECT TO THE TERMS, CONDITIONS, PROVISIONS, AGREEMENTS AND OBLIGATIONS CONTAINED IN
TH ENCROACHMENT AGREEMENT RECORDED MAY 6, 2001 AT RECEPTION NO. 832490.
9. 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 IMPROVEMENT SURVEY PLAT WERE PROVIDED BY TITLE COMPANY OF THE ROCKIES, ORDER NO.
0816834-C, DATED JULY 14, 2014 AT 7:00 A.M.
10. 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 IMPROVEMENT SURVEY PLAT WAS MADE BY ME AND UNDER
MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE.
R
DATE: -_®
27598
BRENT BIGGS
COLORADO P.L.S. 27598
FOR & ON BEHALF OF P INC.
L
PEAK LAND CONSULTANTS, IN(
PH:(970)476-8644 FAX. -(970)476-8616
1000 LION'S RIDGE LOOP, SUITE 1D
VAIL, CO 81657
DRAWN: JF SHEET
DATE: 10/03/2014 1 of 1
PLC JOB#:1968
EXISTING:
(24) &"-15" GONIFE'ROUS- VARIETY
(16) 6"-12" DECIDUOUS- VARIETY
® (50+) 5 GAL PERENNIALS- VARIETY
NEW:
2ELOGATED:
CONCEPTUAL REVIIEW
(4) NEW 3" ASPEN
R'
7ED
(2) RELOCATED 6" BLUE SPRUCE
NEN
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REL ED
(8) RELOGATED 6" ASPEN
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(1) RELOGATED 8" FLAME AMUR MAPLE
NEW:
(8) LT6 #3- LAND5GAPE FOOT L16HTINO
FOR STEPS
Approved y the \\ \ \
Design R iew Board \\ \ \
TOWN�1�� I By Joe Ba heller at 3:57 pm, Jan 22, 2015 \ \ \ FOUND C.D.O.T.
\ RIGHT—OF—WAY MONUMENT
\ \ FOUND No. 5 REBAR
> \
WITH 1Y2" ALUMINUM CAP
S, No, 11204
GRAPHIC SCALE
10 0 5 10 20
I. ALL AREAS OF SITE DISTRUBANGE SHALL BE REVE6ITATED WITH
NATIVE MIX, TEMPORARY IRR16ATION TO SUPPORT RESEEDED AREAS.
2. ALL RELOGATED TREES SHALL BE STAKED AND SUPPORTED.
3. ALL NEW PLANTINGS SHALL HAVE DRIP FRiZI6ATION.
4. BOULDERS TO MATCH EXISTING BOULDERS IN WALLS.
5. SITE FENCING AND SILT FENCE AS REGUIRED BY TOWN OF VAIL
BU ILD I N6 DEPARTMENT.
6 PROVIDE TREE PROTECTION FOR TREES NEAR OR IN SITE
DISTURBANCE AREA.
'REVE�&ITATE \,\, \ ♦\
1 inch = 10 ft, BOULDL� ^R� \ `
\ \
PIN
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6 \ `� IN \
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FOUND No. 5 REBAR \ / I b``�✓., ®� NEI:h i
WITH 1Y2" ALUMINUM CAP
L.S, No. 23506
NEW (�
OQ
FLOWLINE OF `. ) dao l)
\ 4' CONCRETE PAN
-
IN
1 /
4„ \
REVE&71 TA -4
IBOULDER Q —/� \x / \
\ \ 8,7�\ -
\ \ - 3" \ ' �1�1 IREVE6ITATE �`�
'?RI VENAY AREA
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Required Landscaping: 12,597
Proposed Landscaping: 12,810
IN
\ FOUND No. 5 REBAR
\
\ WITH 1Y2" ALUMINUM CAP
\\ \ L,S, No, 23506
\ \ (N23°20'13"W - 0.25' FROM L
N. A6,O IN \
\
\
\
4#*'&) PROPOSED LANDSCAPE PLAN
"®f SGALEB i. = 10._0.'
` \ \ems`. V\o� FOUND No, 5 REBAR
WITH 1y ALUMINUM CAP
`N\ L.S. No. 23506
\ \ (N44°20'55"E - 0.26' FROM LOT CORNER)
Toy
11/24/14
CONCEPTUAL REVIIEW
(4) NEW 3" ASPEN
V I or
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(1) 6 " EN6LEMANN SPRUCE
/�\\
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(5) #5 GALLON GONTAINER
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PERENNIAL/5HizUB- LILACS
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(5) #5 GALLON GONTAINE-R
�
PERENNIAL/SHRUB- SQUAW GURRANT
@)(5)
#5 GALLON CONTAINER
�
PERENNIAL/SHRUB- PIXWELL 600SEBE-RRY
\
(5) #5 GALLON CONTAINER
PERENNIAL/SHRUB- EMERALD MOUND
(5) #5 GALLON CONTAINER
ORNAMENTAL GRASS- LITTLE BLUE STEM
(5) #5 GALLON GONTAINER
OL
GROUND GOVER- SNOW IN SUMMER
Uj
(5) #5 6ALLON GONTAINER
GROUND COVER- IGEPLANT 5PEGIE5
21 _
(5) #5 GALLON GONTAINER
ORNAMENTAL 6RA55- BLUE FESCUE
(8) LT6 #3- LAND5GAPE FOOT L16HTINO
FOR STEPS
Approved y the \\ \ \
Design R iew Board \\ \ \
TOWN�1�� I By Joe Ba heller at 3:57 pm, Jan 22, 2015 \ \ \ FOUND C.D.O.T.
\ RIGHT—OF—WAY MONUMENT
\ \ FOUND No. 5 REBAR
> \
WITH 1Y2" ALUMINUM CAP
S, No, 11204
GRAPHIC SCALE
10 0 5 10 20
I. ALL AREAS OF SITE DISTRUBANGE SHALL BE REVE6ITATED WITH
NATIVE MIX, TEMPORARY IRR16ATION TO SUPPORT RESEEDED AREAS.
2. ALL RELOGATED TREES SHALL BE STAKED AND SUPPORTED.
3. ALL NEW PLANTINGS SHALL HAVE DRIP FRiZI6ATION.
4. BOULDERS TO MATCH EXISTING BOULDERS IN WALLS.
5. SITE FENCING AND SILT FENCE AS REGUIRED BY TOWN OF VAIL
BU ILD I N6 DEPARTMENT.
6 PROVIDE TREE PROTECTION FOR TREES NEAR OR IN SITE
DISTURBANCE AREA.
'REVE�&ITATE \,\, \ ♦\
1 inch = 10 ft, BOULDL� ^R� \ `
\ \
PIN
93
S \ >\ \
/ _ \ 6
/ ---------
IN
6 \ `� IN \
RE Q ♦�� \\ A8 \
IN
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NEW (�
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-
IN
1 /
4„ \
REVE&71 TA -4
IBOULDER Q —/� \x / \
\ \ 8,7�\ -
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Required Landscaping: 12,597
Proposed Landscaping: 12,810
IN
\ FOUND No. 5 REBAR
\
\ WITH 1Y2" ALUMINUM CAP
\\ \ L,S, No, 23506
\ \ (N23°20'13"W - 0.25' FROM L
N. A6,O IN \
\
\
\
4#*'&) PROPOSED LANDSCAPE PLAN
"®f SGALEB i. = 10._0.'
` \ \ems`. V\o� FOUND No, 5 REBAR
WITH 1y ALUMINUM CAP
`N\ L.S. No. 23506
\ \ (N44°20'55"E - 0.26' FROM LOT CORNER)
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11/24/14
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12!24/14
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Approved by the
Design Review Board
TOWN OF VAI L By Joe Batcheller at 3:57 pm, Jan 22, 2015
SITE IDEVELOFI�IENT
BUILDING A (EXISTING BUILDING NADDITIO
PARKING:
TOTAL
-REOUhRED:
3 SPACES (3,511 ORFA)
ENCLOSED:
2 5PAGES
UNENCLOSED:
I SPACE
SNOW STORAGE AREA:
1,401 50 FT
BUILDING B (NEW
BUILDING)
PARKING:
PATIOS BLDG A:
REGUFRED:
3 5PAGE5 (3,434 GRFA)
ENCLOSED:
2 5PAGES
UNENGL05ED:
2 SPADES
SNOW STORAGE AREA:
704 50 FT
SITE GOVE-RAGE.
LAND5CAPE REGLARED (90%:
LOT SIZE: (.482 ACRES
BUILDING ALLOWABALE 20%
FOOTPRINT BLDG A:
ENTR'( A OVER 4':
FOOTPRINT BLDG B:
ENTRY B OVER 4':
20,gg5.G2 SQ FT
4,Icici.l84 50 FT
2,077.58 50 FT
12.58 50 FT
2,101.58 50 FT
4.28 50 FT
TOTAL
4,Ici6.02 SO FT
HARD LANDSCAPE ALLOWABLE 2090:
4,Ig01.184 50 FT
WALKWAY BLDG A:
44.28 SO FT
WALKWAY BLDG B:
148.86 50 FT
DECKS BLDG A:
Igq.21 50 FT
DECKS BL06 B:
382.6 50 FT
PATIOS BLDG A:
O
PATIOS BLDG B:
50 50 FT
0RIVEWAY BLDG A:
I,G27 50 FT
ORIVEWAY BLDG BBLDG B:
FT
ILIO 50 FT
TOTAL
4,062.25 50 FT
LAND5CAPE REGLARED (90%:
12,5ci7.55 50 FT
LANDSCAPE ACTUAL:
12,737.65 SO FT
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DATE 155UE-
11/24/14 CONCEPTUAL REVIIEA
12/2G/14 DESIGN REVIEW
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Design Review Board
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TOWN OF OVAI L ) By Joe Batchefler at 3:57 pm, Jan 22, 2015
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Design Review METAL ROOFIN6
TOWN OF VAIL Py Joe Batche er at 3:57 pm, Jan 22, 2015 CONTINUOUS SHEET
WATERPROOF IN6 UNDERLAYMENT
ROOF 15HEATHIN6 REF
-REF ROOF PLAN STRUCTURAL DRAWINGS,
/V
SPRAY FOAM
INSULATION R50 DRIP EDGE
MINIMUM
--2X4 RS CEDAR FASCIA
BOA -RD
2XI2 -R5 GEDARFA5C-,IA
BOARD
CONTINUOUS
"CERTAINTEED SMART 2XI2 SUB FASCIA BOARD
VAPOR RETARDER" RAFTER TAIL, REF
6)'Pe,um
5TRUGTURAL F-)RANIN,65
NALLE30ARD 0-Y
IX6 TaG GEDAR SOFFIT
R-21 BATT BOARDS
INSULATION IX4 RS GEDAR TRIM
BOARD
HOOD STUD- REF
STRUGTRUAL ONG5 SIDING, REFER TO
ELEVATIONS
EXTERIOR SHEATHING,
-REFER TO STRUCTURAL
DRAW N65
AIR INFILTRATION
BARRIER
F[DETAIL llz�-4— T'rf=CIAL EAVE
75c,,ALEE'- I -L" = 1'-0"
2
REF ROOF PLAN
MIN
SPRAY FOAM
INSULATION R50
MINIMUM
CONTINUOUS "GERTAINTEEP
SMART VAPOR RETARDER"
GYPSUM
WALLBOARD
R-21 BATT
INSULATION
HOOD STUD- REF
STRUC-TRUAL ONGS
METAL ROOFING j
CONTINUOUS SHEET
WATERPROOFING UNDERLAYMENT
-ROOF SHEATHING REF
STRUGTURAL DRANI N65,
DRIP EPI51E
2X4 RS CEDAR FASCIA
BOARD
2XI2 RS CEDAR FASCIA
BOARD
2XI2 SUE3 FASCIA BOARD
-RAFTER TAIL, REF
5TRUGTURAL DRANINC75
IX6 TaG GEDAR SOFFIT
BOARDS
IX4 R5 CEDAR TRIM
BOA -RD
SIDING, REFER TO
ELEVATIONS
EXTERIOR SHEATHING,
-REFER TO 5T-RUCTU-RAL
DRAWING
r. AIR INFILTRATION
13A$ZRIER
V-------------
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[DETAIL c5/A4— T"FICIAL
SCALE: Ij-" = 1'-0"
2
METAL ROOFING
GONTINUOU5 SHEET
SPRAY F(AM
INSULATION R50
MINIMUM
LINE OF TRUSSES
OR RAFTERS- REF
STRUCTURAL
j
DETAIL 9/A4= 7`FCIAL fRIDGE
1111MI!
SGALE: 1"' = 1'-011
GONTINUOUS "GERTAINTEED
SMART VAPOR RETARDER"
AIR INFILTRATION BARRIER,
V4RAP OPENING
SIDING, REFER TO ELEVATIONS
HEADER, REF
STRUCTURAL
METAL FLASHING N/
DRIP EDGE EXTEND UP
WALL 6" MIN
2 X b R5 CEDAR HEADER
TRIM
SEALANT & BACKER ROD
INSULATED 5HII-1 SPACE
INTERIOR TRIM, AS
SELEGTED BY OWNER
REF PLANS AND ELEVATIONS
FOR DOOR TYPE AND SIZE -
[DETAIL 4//44— DOOR \EAIDER
5GALE.. I -L" I r -oil
2
FL77777,77E F -77M rIM15H PLAN,
GONTRAGTOR TO INSTALL PER
"NARMBOARD" RECOMMENDATIONS
Va" VqARMBOARD RADIANT
HEAT 5UBFLOOR
STRUGTURE VARIES, REF
STRUCTURAL ONC75
R-50 BATT INSULATION
BETWEEN FLOORS (12-50
SPRAY FOAM INSULATION
ABOVE GARAGE) P
E \AIL -5/A4— DOOM 51'
L L
SCALE: Ij-" = 1'-0l'
2
WOOD TOP
GUARDRAIL
4" MAX DIA
fo�
METAL PIC*
4" MAX DIA
SEE PLANS AND
ELEVATIONS FOR DOOR
TYPE AND 51ZE
SHEET WATERPROOFING TO
WRAP OPENING AT SILL -
EXTEND 15" MIN
METAL FLASHING N1 DRIP
T/c PL1rVq000 -
2x IRS GEDAR TRIM <IGK,
RIP TO FIT
T/O DECK
SHEATHING REF STRUGTURAL
DRAKN65
LEDGER REF 5TRI)GTURAL
DRAWINGS
ISSUE
t
X
12/2tl/14
DESIGN REVIEW
Lu
VE51,511 REVIEW
SPRAY FOAM
INSULATION R50
MINIMUM
CONTINUOUS "GERTAINTEEP
SMART VAPOR RETARDER"
GYPSUM
WALLBOARD
R-21 BATT
INSULATION
HOOD STUD- REF
STRUC-TRUAL ONGS
METAL ROOFING j
CONTINUOUS SHEET
WATERPROOFING UNDERLAYMENT
-ROOF SHEATHING REF
STRUGTURAL DRANI N65,
DRIP EPI51E
2X4 RS CEDAR FASCIA
BOARD
2XI2 RS CEDAR FASCIA
BOARD
2XI2 SUE3 FASCIA BOARD
-RAFTER TAIL, REF
5TRUGTURAL DRANINC75
IX6 TaG GEDAR SOFFIT
BOARDS
IX4 R5 CEDAR TRIM
BOA -RD
SIDING, REFER TO
ELEVATIONS
EXTERIOR SHEATHING,
-REFER TO 5T-RUCTU-RAL
DRAWING
r. AIR INFILTRATION
13A$ZRIER
V-------------
K�E
[DETAIL c5/A4— T"FICIAL
SCALE: Ij-" = 1'-0"
2
METAL ROOFING
GONTINUOU5 SHEET
SPRAY F(AM
INSULATION R50
MINIMUM
LINE OF TRUSSES
OR RAFTERS- REF
STRUCTURAL
j
DETAIL 9/A4= 7`FCIAL fRIDGE
1111MI!
SGALE: 1"' = 1'-011
GONTINUOUS "GERTAINTEED
SMART VAPOR RETARDER"
AIR INFILTRATION BARRIER,
V4RAP OPENING
SIDING, REFER TO ELEVATIONS
HEADER, REF
STRUCTURAL
METAL FLASHING N/
DRIP EDGE EXTEND UP
WALL 6" MIN
2 X b R5 CEDAR HEADER
TRIM
SEALANT & BACKER ROD
INSULATED 5HII-1 SPACE
INTERIOR TRIM, AS
SELEGTED BY OWNER
REF PLANS AND ELEVATIONS
FOR DOOR TYPE AND SIZE -
[DETAIL 4//44— DOOR \EAIDER
5GALE.. I -L" I r -oil
2
FL77777,77E F -77M rIM15H PLAN,
GONTRAGTOR TO INSTALL PER
"NARMBOARD" RECOMMENDATIONS
Va" VqARMBOARD RADIANT
HEAT 5UBFLOOR
STRUGTURE VARIES, REF
STRUCTURAL ONC75
R-50 BATT INSULATION
BETWEEN FLOORS (12-50
SPRAY FOAM INSULATION
ABOVE GARAGE) P
E \AIL -5/A4— DOOM 51'
L L
SCALE: Ij-" = 1'-0l'
2
WOOD TOP
GUARDRAIL
4" MAX DIA
fo�
METAL PIC*
4" MAX DIA
SEE PLANS AND
ELEVATIONS FOR DOOR
TYPE AND 51ZE
SHEET WATERPROOFING TO
WRAP OPENING AT SILL -
EXTEND 15" MIN
METAL FLASHING N1 DRIP
T/c PL1rVq000 -
2x IRS GEDAR TRIM <IGK,
RIP TO FIT
T/O DECK
SHEATHING REF STRUGTURAL
DRAKN65
LEDGER REF 5TRI)GTURAL
DRAWINGS
V
51PINC?, REFER TO ELEVATIONS
CONTINUOUS VAPOR RETARDER,
WRAP AND SEAL TO OPENING
6,ONTINUOU5 "GERTAINTEED
SMART VAPOR RETARDER"
HEADER, REF STRUCTURAL
DRAWINGS
METAL FLASHING LAV DRIP
EXTEND UP HALL 6" MIN
2x6 -R5 CEDAR HEADER TRIM
INTERIOR TRIM AS
SELEGTED BY OWNER
IN TIT F."
INSULATED SHIM SPACE
BAC,KER. 1ROD AND SEALANT
JAMB cASING TRIM BEYOND
JAMB EXTENSION
REF PLANS AND ELEVATIONS
FOR WINDOW TYPE
DETAIL 4-4= WINDOW k4EA[:)EfR
REF PLANS AND ELEVATIONS
FOR WINDOW TYPE —
SILL EXTENSION, AS SELECTED
BY OWNER
INTERIOR TRIM AS SELECTED BY
OWNER
INSULATED SHIM SPACE
ROD AND SEALANT _E31216M
2x4 RS CEDAR SILL
BAG<E-P, ROD AND SEALANT
AIR INFILTRATION BARRIER,
WRAP OPENING
C,O'i1TINUOU5 "GERTAINTEEP
SMART VAPOR -RETARDER" W
SIDING, REFER TO ELEVATIONS
DETAIL =3/A.4= WINDQ'=,)W &ILL
SGALE: 5" = 1'-0" 1
Sk�E-ET GrENEF,,AL NOTES
I. WINDOW AND EXTERIOR DOOR SIZES ARE BASED ON SIERRA PACIFIC,
UNLESS NOTED OTHERWISE.
2. ALL SILL HEIGHTS FOR EGRESS WINDOWS ARE AS SHOWN.
3. ALL WINDOW HEADER DETAILS ARE I/A4 UNLESS NOTED OTHERWISE.
4. ALL WINDOW JAMB DETAILS ARE 2/A4 UNLESS NOTED OTHE-RN15E.
5. ALL WINDOW SILL DETAILS ARE 31A4 UNLESS NOTED OTHERWISE.
(q. ALL DOOR HEADER DETAILS A -RE 4/A4 UNLESS NOTED OTHE-RN15E.
-1. ALL DOOR THRESHOLD DETAILS ARE 5/A4 UNLE55 NOTED OTHERWISE.
ISSUE
11/24/14
X
12/2tl/14
DESIGN REVIEW
Lu
VE51,511 REVIEW
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CONTINUOUS VAPOR RETARDER,
WRAP AND SEAL TO OPENING
6,ONTINUOU5 "GERTAINTEED
SMART VAPOR RETARDER"
HEADER, REF STRUCTURAL
DRAWINGS
METAL FLASHING LAV DRIP
EXTEND UP HALL 6" MIN
2x6 -R5 CEDAR HEADER TRIM
INTERIOR TRIM AS
SELEGTED BY OWNER
IN TIT F."
INSULATED SHIM SPACE
BAC,KER. 1ROD AND SEALANT
JAMB cASING TRIM BEYOND
JAMB EXTENSION
REF PLANS AND ELEVATIONS
FOR WINDOW TYPE
DETAIL 4-4= WINDOW k4EA[:)EfR
REF PLANS AND ELEVATIONS
FOR WINDOW TYPE —
SILL EXTENSION, AS SELECTED
BY OWNER
INTERIOR TRIM AS SELECTED BY
OWNER
INSULATED SHIM SPACE
ROD AND SEALANT _E31216M
2x4 RS CEDAR SILL
BAG<E-P, ROD AND SEALANT
AIR INFILTRATION BARRIER,
WRAP OPENING
C,O'i1TINUOU5 "GERTAINTEEP
SMART VAPOR -RETARDER" W
SIDING, REFER TO ELEVATIONS
DETAIL =3/A.4= WINDQ'=,)W &ILL
SGALE: 5" = 1'-0" 1
Sk�E-ET GrENEF,,AL NOTES
I. WINDOW AND EXTERIOR DOOR SIZES ARE BASED ON SIERRA PACIFIC,
UNLESS NOTED OTHERWISE.
2. ALL SILL HEIGHTS FOR EGRESS WINDOWS ARE AS SHOWN.
3. ALL WINDOW HEADER DETAILS ARE I/A4 UNLESS NOTED OTHERWISE.
4. ALL WINDOW JAMB DETAILS ARE 2/A4 UNLESS NOTED OTHE-RN15E.
5. ALL WINDOW SILL DETAILS ARE 31A4 UNLESS NOTED OTHERWISE.
(q. ALL DOOR HEADER DETAILS A -RE 4/A4 UNLESS NOTED OTHE-RN15E.
-1. ALL DOOR THRESHOLD DETAILS ARE 5/A4 UNLE55 NOTED OTHERWISE.
DATE
ISSUE
11/24/14
X
12/2tl/14
DESIGN REVIEW
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VE51,511 REVIEW
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DATE
ISSUE
11/24/14
X
12/2tl/14
DESIGN REVIEW
Lu
VE51,511 REVIEW
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DATE
ISSUE
11/24/14
4 ONCEMAL REVIEW
12/2tl/14
DESIGN REVIEW
1/-1/15
VE51,511 REVIEW