HomeMy WebLinkAboutDRB140542 Plans ApprovedC--,,-,ONTAGTS-.
QNNER.:
RL BOLIN FROFERTIES, .LTD
4245 KEMP BLVD, 51JI TE 316
WIGHITA FALLS, TX -7650b
ARCH I TELT:
A5HTON H I R5T AR•GH I TEGTURE
CATHERINE ASHTON-HIRST
PO BOX 1&01
FRISCO, COLORADO 80445
(cl-70) 581-146 5
5TRUGTURAL ENGINEER:
MONROE �$ NEWELL
HANNE5 SFAEH
PO E30X 151 7
AVON, COLORADO 80424
(110) X4'4 -1-7&a
CONTRACTOR:
A5HTON HI R5T C0N5TRUGTI ON
FO E30X 5102
FR.15CO3 COLORADO 50445
(e-1'70) 40,q-0024
LOT 12/ BLOC/< 1� E310HORN SUBZ�IVISION THRID ADDITION AtvIENDED FLAT
LALE, COLORADO
PROJEC=T GENEfRAL N0TEE)
I. GORES USED IN DESIGN: 2012 INTERNATIONAL RESIDENTIAL
GORE, 2012 INTERNATIONAL ENERGY CONSERVATION GORE
2. THE GONTRAGTOR SHALL DO KHAT HE IS TOLD.
5. ARGHITEGT'S AGGEPTANGE SHALL BE 5EGUzED FOR. ALL
BUILDING ENVELOPE GHAN6E5.
4. THIS SET OF DRAWINGS GON5TITUES A "BUILDER SET" ONLY.
THE GENERAL GONTRAGTOR SHALL BE RESPONSIBLE FOR ALL
EXISTING GONDITIONS, FINISHES, DETAILING AND OVERALL
PROJEGT COORDINATION,
5. THE ARCH I TEGT HAS MADE EVERY EFFORT TO SET FORTH IN
THE GONTRAGT DOGUMENTS THE GOMPLETE 5GOPE OF THE WORK
DUE TO THE GOMPLEXITY OF THE DESIGN AND GON5TRUGTION
PROGE55, OMISSIONS AND DI5GREPANGIES MAY ARISE. ANY 5UGH
GONFLIGTS MUST BE BROUGHT TO THE ATTENTION OF THE
ARGMTECT PRIOR TO GOMMENGEMENT OF GONSTR.UGTION, OR THE
ARGHITEGT SHALL BE RELIEVED OF RESPONSIBILITY FOR THE
GONSEOUENGES. 5UGH OMISSIONS AND DISGREPANGIES SHALL NOT
EXCUSE THE GONTRAGTOR FROM PROVIDINO A GOMPLETE
PROJEGT IN AGGORDANGE WITH THE INTENT OF THESE DOGUMENTS,
6. DO NOT SCALE DRAWINGS.
i. DIMENSIONS ARE TO FAGE OF STUD, GENTERLINE OF GRID, AND
FAGE OF GONGRETE, UNLESS NOTED OTHERWISE.
3. PROVIDE ALL NEGE55ARY BLOGKING IN WOOD STUD WALLS
AND GE I L I NGS. LOGATI ONS I NGLUDE BUT ARE NOT LIMITED TO
TOILETS, BATH AGGESSORIES, GEILING AND WALL MOUNTED
ELEGTRIGAL FIXTURES, SHELVES, CLOSET RODS, GABINETR'r',
GOUNTERTOP5 AND FALSE BEAMS.
LOWER LEVEL 1,248 SOFT
MAIN LEVEL 1,360 SOFT
TOTAL SOFT 2,554 SO FT
IDATU�l ELEVATION
8450.5' USGS = 100'-0" TOP OF CONCRETE LOWER.
LEVEL
SHEET I NDEX
AO GOVERSHEET
AO.I GRFA GALGULATION5
SURVEY
Al 51TE FLAN
A2 DEMOLITION FLOOR FLANS
A5 DEMOLITION ELEVATIONS
A4 FLOOR. FLANS
A5 ELEVATION5 4 NINDOW DETAIL5
A& ELEVATIONS $ DOOR DETAILS
STRUCTURAL
51 GENERAL NOTES $ NEW ENTRY PLAN $ DETAIL5
A�'�IGN RE MEW,.>
STAFF APPROVA
D NOV 17 2014TOWN OF VAILI
SATE I I S/14 '
IPHASE 2 PERMIT SET
I�
Z
Lu
Lu
kill L-11111
Lu
CE
Lu
Lu
`•'a`S3a�.°.i\��"a�'�"..`
{9 i is �..�
L
Lj
UA
�.QryQ
Lu
....
.�,u
�'r.✓ ��
UA
U.
WSJ a
UJ
ati'.t�i S1"�
01 $
C I.0 �l
C�
fi
V C. r
SATE I I S/14 '
IPHASE 2 PERMIT SET
I�
Z
Lu
Lu
Lu
Lu
OL
UA
UA
SATE I I S/14 '
IPHASE 2 PERMIT SET
+ulllO-�", - - - - - - - - - - -
Fk� A 5 E 2
GfRFA GALCULAT�ON
ALLOWABLE:
.482 AGRE5 = 201-qq5.q2 50 FT
.46 FIRST 10,000 50 FT = 4,600 50 FT
3b SEGOND 5,000 50 FT = I,GIO0 50 FT
.13 REMAINDER 5,qq5.q2 50 FT 77q,46q6 50 FT
TOTAL ALLOWABLE ON LOT 50 FT
EXISTING:
6ARA6E
326 SO FT
LONER LEVEL,
q22 SO FT
MAIN LEVEL:
1506 50 FT
TOTAL EXISTING:
2,225 SO FT
PROPOSED:
LOWER LEVEL: 1.248 50 FT
MAIN LEVEL- 1506 SO FT
TOTAL PROPOSED PHASE.2� 2,554 SO FT
NORT�-1 GRFA ELEVATION.,
I
�Nffl:1141-4=
(ZT-' T T
T T 'I I I
%
uwxlz a OWFT
I I I ABOVE a �b 50 FT
EA5T GRFA ELEVATION
SCAILE: 1/6" = l' -o"
wv�M=lm
+94wk31) J— - -
WE6T GRFA ELEVATION
SCALE: 116" - 1'-0"
umt*T.W
L,
MOVE dOROUNP FIT ri L, ri � L-; j; -i L-; �;.j
50UTH GRFA ELEVATION
SCALE: 1/6"
LOWER LEVELGRFA FLAN
SCALEi
NORTI-I
--I- �l
171�1
MAIN LEVEL GRFA FLAN
VIP
SCALE: 1/5' 1'-0"
NO TP
DE MN REVA
EMook FF APPROVACk
Y:21=
DATE ISSUE i
ll/I3/14 PHASE 2 PERMIT SET
z
U)
Lu
K
Lu
Lu
CE
UA
LU
ui
Lu
'Q
< Ljj
K
coc cr
LL
<
ac)
Lu
U
<
DATE ISSUE i
ll/I3/14 PHASE 2 PERMIT SET
z
Lu
K
Lu
z
K
UA
LU
Lu
K
DATE ISSUE i
ll/I3/14 PHASE 2 PERMIT SET
v^ \
\
� \
\
�
\
�
�>=
IMPROVEMENT SURVEY PLAT AND TOPOGRAPHIC MAP
FOUND ���T.
-----mrmr-m�wuvwnm���nvr LOT 12, BLOCK v�� BIGHORN SUBDIVISION THIRD ADDITION AMENDED PLAT
----RIGHT-OF-WAY -`' -~'-~^~`'
FOUND No. 5REBAR SECTION X 2, TOWNSHIP 5 SOUTH, RANGE
1Y� ALUMINUM CAP ~ NTH
.
N < ' N~
o-
' 1J1
~.�
`
PRINCIPAL
LINIA
M
ET��R~^
IIAN ' COUNTY F , _
GRAPHIC SCALE
lq-
1 0 0 5 10 20
00
IN FEET
NNII
1 inch 10 ft qF
LOT 11B 8455.3
8456.9 OA -
8457,2
STACKED
BUILDING
Qr SETBACK
�
�04 '
.
7
DECORA
MSE WALL
8454.9
EAVE OUTLINE
BOTTOM OF EAVE
ELEV. 84658
AD 84519
84-49.8
8452,
�o*��-'u °--��°p-41 8*u8.5
845*n
8449.7
CTV PEDESTAL
UTILITY POLE ELECTRIC
(DROP) TV PEDESTAL
~�
�~
~
^
�
'
/.~
2
'
8449.5
84,5 2
WOOD DECK
ELEV. 8458.8
8449.9
DE K
BELOW GY0
SEWER 8449.4 1 All,
LO T 12
CLEANOUT
0.482 ACRES 840.3
/GUY POLE ADDRESS: 4193 SPRUCE WAY
FOUND No. 5 REBAR
.... .Y2 ALUMINUM °"
8445.0
8429.2
8445.1 8447.4--
8429.2 IN, 190
Ae IN,
FLOWLINE OF
OF/
4' CONCRETE PAN MULTIPLE PILES
BOUDLERS
IN THIS AREI
8443.0
8433.0
84-41.2
8429.7
BUILDING SETBACK
X438-2
8429.2
8429.8 ww
IN, 8437.8 8439.9
IT
8435.6
FLOWLINE
F CURB AND
---- - ASPHALT
GUTTER
A.
LlP 13
M LTIPLE PILES OF 8431.3
PARCEL A
BOUDLERS
IN THIS AREA
n43m a�r.u �0
N
P 84,36.932.9OA84,38.98432.9 84,34.98434,.8 8438.7DEPOSITED THIS WITH 1)/2" ALUMINUM CAPEAGLE COUNTY SURVEYOR'S LAND SURVEY PLAT/RIGHTS-OF-WAY SURVEYS AT PAGERECEPTION No. 8434.9 (N44'20'55"E - 0.26' FROM LOT CORNER)
BOULDER WALL
80 WEST OR THE 6TH
,STATE OF COLORADO
FOUND No. 5 RE8AR
»r
WITH 1�� ALUMINUM
L.S. No. 23506
nv=
�TH1J�A0��U���
LS Nu, 23506
&2D FROM LOT CORNER)
�
�
LOT 12' BLOCK 0, BIGHORN SUBDIVISION THIRD ADDITION AMENDED PLAT, TOWN OF VAL, COUNTY OF EAGLE,
~*
STATE OF COLORADO RECORDED OCTOBER 4, 1963 AT RECEPTION No. 98058.
GENERAL NOTES:1.
DATE OF SURVEY: OCTOBER G' 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 = 8440.26 (SEE DRAYY|NG).
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.
O. 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, CON0TI0NS, RESTR|CTIUNS, NOTES; EASEMENTB, RESERVATIONS
AND RIGHTS OF WAYS AS SHOWN ON THE PLAT OF BIGHORN SUBD|VS|8M, THIRD ADDTlON' FILED JUNE 3,
1963 AT RECEPTION NO. 07510, AND AMENDED PLAT FILED OCTOBER 4` 1983 AT RECEPTION NO. 98859.
8. LOT 12 IS SUBJECT TO THE TERW3, CONDITIONS, PROVISIONS, AGREEMENTS AND OBLIGATIONS CONTAINED IN
TH ENCROACHMENT AGREEMENT RECORDED MAYO' 2001 AT RECEPTION NO. 832490.
Q. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO
ESTABLISH DYYNERSHIP, EASEMENTS DR 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,
WAY ANY ACTION BASED UPON ANY DEFECT iN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS
FROM THE DATE OF CERTIFICATION SHOWN HEREON.
SURVEYOR'S741
|. BRENT BK%XS A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAYS OF THE STATE OF
COLORADO, DO HEREBY CERTIFY THAT THIS IMPROVEMENT SURVEY PLAT WAS MADE BY ME AND UNDER
MY SUPERVISION, AND THAT THE WAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE.
1000 LION'S RIDGE LOOP, SUITE 1D
VAIL, GO 81657
DATE: 10/03/201
PLC JOB#:1968
\UTILITY POLE `
� (DROP)®� ,
ti
_ ELECTRIC
��EDESTAL
J
J
f
t
t
t
FOUND C.D,O.T.
RIGHT-OF-WAY MONUMENT
ti
FOUND No. 5 REBAR
WITH 1)�' ALUMINUM CAP
"-,\L,S, No. 11204
N,
ti
r,
GRAPHIC SCALE ,
10 0 5 10 20 J
CO
IN FEET } tf � _ �
1 inch = 10 ft,
IN
Nt
J -it --LARQE PILE OF ROCKS
"--(} --' Itd
/ m � --- 6157.2
8459,7
52.9ZCT 11B 1
1>0
= -
8456.3
STACKED
t f f DECORATIVE _
�* MSE WALL
f f " f `(,TYPICAL)
J BUILDING
SETBACK
J SETBACK x 9454.9 /
f t Q) f f° `, 9452.6 ti
f Q t! / �'
h?'
t
ftf f f e449.8,r 8452,9 (�11
`e UTILITY POLEr°111/ELECTRICJ,�
(DROP) t PEDESTAL/
\ f tf J
t
tff*! LOT 1
\ f
0.482 ACRES �+
fJUY POLE fJ ADDRESS: 4103 SPRUCE WAY
FOUND No. 5 REBAR
WITH 1Y2" ALUMINUM GAP
L.S. No. 2,3506
9429,2
8429.2 `
FLOWLINE OF
gyp- 4' CONCRETE PAN
8429.2
8429.7
EDGE OF ASPHALT
8430.6
3"
8430,1
8433.0,
m
FLOWUNE �` Y Vl % i
,QF CURB AND -'- -
GUTTER
8431,3
6438,4
438.2
8437.6 8439.9
8435.6 84 .3
6431.3
1,
8432.9
6436.3
8437.2.2
8434.6 -
>.00"
t
8445.0
i
1
1
a
r
'N\v - �r
r 8449.3
t n.
0
8447.4
err
r r•
t f
1 r'
`�-
41.2
r
t ,
t
t {
r '
BUILDING SETBACK --
1 f
a i
I r 1
t
1 qX,,7 P r
i t
1 i
1 1
t 1
t
0
t ���
t r
r r V
r ' MULTIPLE PILES OF
i r BOUDLER S
IN THIS AREA
i 8437.0 C
tr r ' t
r r 0 0
8436.9
N.,
i
r
t
r
t 8436.9
t
8434.9 1
r
t
r
r
8436.7
8434.9
8437.1 `
�r
ff'
r�
Y+N,
8449.9
r 8448.6
i
r
r
!
`---50Lip HATCH AREA
°REPRE5ENT!�-y AREA OF
ENTRY -ROC4--
k
Z
MULTIPLE PILES OF
Y�1�
BOUDLERS
IN THIS AREA >f
4 ..M
8460.6
6458.5
NIR
BOULDER WALL
(TYPICAL)
JWY15-kAl iP%1 (3f-
-66 me -p j ^ (1k,,A
y .J
W 1 l � loY5 O�
l) C
LOT 1
PARCEL A
P3 3 £i r`e1m
ff/%
(j�k✓fi..:k,.. L�=.:5 G(1�sirprf1 i�vrl4�wf`
M5IT"m "LAN
",7
FOUND No, 5 REBAR
WITH 1Y2" ALUMINUM CAP
L.S. No. 23506
(N44'20'55'§E - 0,26' FROM LOT CORNER)
FOUND
WITH 1
L.S. N
(N23'2
AS F1,04
ARC 401 ;
[Z
I�-
Z
dL9
o
uj
cd
xmwwwow
:Z)
Lu
t�
Lu
r�
`I.... S
<
0
-00 1:4
jx
F~
'0
C>
W
V)
. {
k )
:�t
lei
AS F1,04
ARC 401 ;
f resin Bili E I iPm5E s PERmir sEr I I
[Z
I�-
Z
dL9
o
v
Lu
f resin Bili E I iPm5E s PERmir sEr I I
5�EET GE-NEEFRAL NOTEE5
1, ALL EXTERIOR HOOD WALL R -VALUE ASSEMBLIES TO REMAIN
UNDISTURBED. PATCH AND REPAIR AS NECESSARY.
2. ALL -ROOF -R-VALUE ASSEMBLIES TO REMAIN UNDISTURBED. PATCH
AND REPAIR AS NEGESSARY.
LOWER LEVEL C)EMOLITION
NORTH SCALEo 1/40 = IR -0 a
REMOVE
NINDON
REMOVE
WINDOW
M
1 AIN LEVEL DEMOLITION vr--'*LAN
22-25" 61-10 1 "
2
5-51
4-7'-&'
t
ml
m
m
Lal
"a
w
Ln4
REMOVE ALL
DECKING, STARS
AND STRUCTURE
VE
)vq
uJ
I
Q
0
I
im
iz,:EMO\/E -REMOVE
WINDOW NINDON
EXISTINC7
BATHROOM
L REMOVE ALL
00 DECKING, STAIRS
EX15TIN& REMOVE INTERIOR EX15TIN(5 AND STRUCTURE
BED ROOM #3
HALLS 5KITCHEN
00 EX15TIN(5
NEGESSARY FOR
[:?INIIJ(5 ROOM
REMODELING
15TINC7
,65
If- L ET EX15TIN
BATHROOM
EXISTING
c-
GL05ET 4
CL05FT EXISTING
T
EXISTING E
C�05ET
CLOSET
MOVE INTERIOR
HALLS AS
NECE55AR'r FOR
PROP05ED
REMODELING
FAMILY ROOM
EX15TIN&
EXISTING 200
BEDROOM #4 BEDROOM #5
EX15TIN
TRY
El
UU77
REMOVE REMOVE REMOVE ER( REMOVE ALL ty
-IN<;-, Ste'
AND STRUCTURE
Tf'7�'rl i'�
76-64,Fbc APPRO, MAI -
22'-2g"
Ir DATE I IG UE I
If/la/14 I PHAsE 2 PERMIT SET I I
Z
LU
K
LU
z
LU
-A
LU
LU
Of
D
-A
OL
LU
LU
-A
<
en
QL
>
K
Lu
LU
z <
L.L
<
LU
L
w <
<
LL
Ir DATE I IG UE I
If/la/14 I PHAsE 2 PERMIT SET I I
Z
LU
K
LU
z
-A
LU
LU
D
-A
OL
LU
-A
<
>
K
LU
Ir DATE I IG UE I
If/la/14 I PHAsE 2 PERMIT SET I I
4
1
—Oh7T
I.u!
DEMOLITION EAST ELEVATION
T 4
r-^ai-wnr.. it
Trl `i v\
T
r �
DEMOLITION LUE5T ELEVATION
� J
124'-0"C7E
h lip), -6"v_ �®
r T O PLL ATE
T O PLY`WOOP f
1001-01, N565
8450.3') — . . �— . _
T 0 GONGRETE
LOWER LEVEL
E3
I REMOVE
A
I
I
DEMOLITION -- • ,rir
-Al
PATE ISSUE
II/13/14 PHASE 2 PERMIT SET
r
DEMOLITION
5CALEi 1/4"
I�
Z
Lu
InLu uj
4
OL
QY�
-
Mll
<
0
G
M
o U-t/
'.X..7 75
UJ
[ ,%.
a
.."1 Q U' i
C, C w Q
`- cy,
r
mj
< t
PATE ISSUE
II/13/14 PHASE 2 PERMIT SET
r
DEMOLITION
5CALEi 1/4"
I�
Z
Lu
OL
QY�
-
�
OL
ks)
mj
PATE ISSUE
II/13/14 PHASE 2 PERMIT SET
r
DEMOLITION
5CALEi 1/4"
5�4E E T GENE AL NOTES
I. ALL INTERIOR WOOD WALLS ARE 2X5 UNLE55 NOTED OTHERWI5E.
2. ALL DIMEN51ON5 ARE: TO FACE OF STUD FRAMINO.
5. GENTER DOORS IN ROOMS OR PROVIDE 5" WALL RETURN UNLE55
NOTED OTHERWI5E.
4. WRITTEN PIMEN51ON5 OVERRIPE 5GALEP PIMEN51ON5
5. ALL MEGHANIGAL OR ELEGTRIGAL ITEMS 5HOWN A -RE FOR
GOORDIANTION PURP05ES ONLY UNLESS DIMENSIONED OR NOTED
OTHERV415E. ALL MEGHANIGAL, PLUMBIN& AND ELECT-RIGAL SYSTEMS
ARE: DE516N-BUILD BY GONTRAGTOR.
�LOWE"o"'
1
K'LEVEL FL00"on" ""-Iffif"LAN
NORTH
—L "LOOR vr---"LAN
MAIN LEVE
NORTH
— —I— — TT -G
22,-25°'
6°-102°,
5,_52,°
6,_O,°
( 6'-11°,
26'-52°°
-74°-O"
Z
Lu
"'A
STAFF APPROVAL
m
r,
Fx,
/tT T
d°ilr�
ARC -4L 1 iia ,
6'-102„
5°-E'„
6,_0„
b' -IIS"
25'-52„
I�
Z
Lu
aLu
Lu
Fu
F- ui
LLJ
Cn tY
m <
LA
OL
Lu
cr
Cr
..:...
,, u -
fit;
._�.
Z 77
C. LLJ
i L�7
y^.
i
r,
Fx,
/tT T
d°ilr�
ARC -4L 1 iia ,
PATE 15SUE
11/15!14 PHASE 2 PERMIT ''SET
22'-2"
6'-102„
5°-E'„
6,_0„
b' -IIS"
25'-52„
I�
Z
Lu
Lu
UA
LLJ
OL
Lu
Lu
IL
PATE 15SUE
11/15!14 PHASE 2 PERMIT ''SET
22'-2"
6'-102„
5°-E'„
6,_0„
b' -IIS"
25'-52„
-74'-O"
0
(': a 0 " l) U&
Y
SIDING, -REFER TO ELEVATIONS
GONTINUOU5 VAPOR -RETARDER,
WRAP AND SEAL TO OPENING
CONTINUOUS "GERTAINTEED
SMART VAPOR RETARDER"
HEADER, REF STRUCTURAL
DRAW I NGS
METAL FLASHING W/ DRIP `� j
EXTEND UP WALL 6" MIN 1f
2x& R5 CEDAR HEADER TRIM
INTERIOR TRIM AS
5ELEGTED BY OWNER
INSULATED SHIM SFACE
BACKER ROD AND SEALANT
JAMS CA51NG TRIM BEYOND
JAMB EXTENSION
-REF PLANS AND ELEVATIONS
FOR WINDOW TYPE
i
[DETAIL I/A5- UJINEDOW k4EAEDEF,
SGALE; 5" ®---I ,,-0 —
SIDING, -REFE-R T(
GONTI NUOU5 "GEF
SMART VAPOR. f
AIR INFILTRATIO)
WRAP OFENINC,
BACKER -ROD Al`
2X4 -R5 GEDAR .
i N5ULATED SHI M
BACKER ROD Ah
,.IAMB EXTEN51ON
INTERIOR TRIM A
5ELEGTED BY Ob
REF PLANS AND
FOR WINDOW TYF
SILL EXTEN51ON
SELEGTED BY Or
E)ETAlt- 21A-5- UJI'MDOW JA�15
SG,ALE; 5o - 1'-0"
SHEET GENEfRAL NOTE1
I. WINDOW AND EXTERIOR DOOR SIZES ARE BASED ON SIERRA PAGIFIC,
UNLE55 NOTED OTHERWISE.
2. ALL. 51LL HE16HT5 FOR EGRE55 WINDOWS A -RE A5 SHOWN.
3. ALL WINDOW HEADER DETAILS ARE I/A5 UNLESS NOTED OTHERWISE.
4. ALL WINDOW JAMB DETAILS ARE 2/A5 UNLESS NOTED OTHERWISE.
5. ALL WINDOW SILL DETAILS ARE 3/A5 UNLESS NOTED OTHERWISE.
6. ALL DOOR HEADER DETAILS A -RE I/A6 UNLESS NOTED OTHERWISE.
-1. ALL DOOR THRESHOLD DETAILS A -RE 2/A6 UNLESS NOTED OTHERWISE.
REF PLANS AND ELEVATIONS v
FOR WINDOW TYPE
SILL EXTENSION, AS 5ELEGTED
BY OWNER
INTERIOR TRIM AS SELEGTED BY
OWNER
INSULATED SHIM SPAGE
p I
BACKER ROD AND SEALANT 8450.2'
2x4 R5 GEDAR SILL
BAGKER ROD AND SEALANT
AI -R INFILTRATION BARRIER,
WRAP OPENING
CONTINUOUS "CER.TAINTEED 8450.3'
SMART VAPOR RETARDER"
SIDING, PREFER TO ELEVATIONS ,
�' 12 106E_
I�o PLATE
T O FL7 WOODT� _
84502' � IobI-10"�
LOWER LEVEL
8450.3'T01-01, 0 GONORETE
IV 0 (0565 b23-0.51)
T
B G D E F
SIDING TO REMAIN AS 15
UNTIL PHASE 4 DUPLEX
-
� CoN'C(NUoW
"w ELEVATION
+M
1 t
I/13 4 1 PHASE :2 PERMIT SET
I�
a
Z
Lu
UA
u.,
OL
LU
1>
K
Lu
LLJ
LLJ
r
_
Lx
o.
L;
tia
F—
—
z
z
o�
cn
LL
U,
o
c,
LLJ
-
ut
<
b
\
I/13 4 1 PHASE :2 PERMIT SET
I�
Z
Lu
UA
OL
LU
1>
K
Lu
I/13 4 1 PHASE :2 PERMIT SET
CONTINUOUS '
SMART VAPC
AIR INFILTRA
WRAP OPEW
SIDING, REFS -
HEADER, REF
STRUGTURAL
METAL FLA5f
DRIP EDGE E
WALL 6" MIN
2X(bR5CE1
TRIM
a +�
INSULATED 51 -
INTERIOR TRII
SELEGTED B)
REF PLANS A
FOR DOOR T'
ED E T A I L I / A �"�o -
FL0;'dk 1fN-; SEE C?GRI ttti H PLAN,
CONTRACTOR TO INSTALL PER -
"WARMBOARD" RECOMMENDATIONS
�//," WARMBOARD RADIANT SEE PLANS AND
HEAT SUBFLOOK ELEVATIONS FOR DOOR
TYPE AND 51ZE
STRUCTURE VARIES, REF
STRUGTURAL DWGS
R-30 BATT INSULATION SHEET WATERPROOFING TO
BETWEEN FLOORS (R-50 WRAP OPENING AT 51LL-
5PRAY FOAM INSULATION EXTEND 18" MIN
ABOVE GARAGE) ---�
eTAL FLASHING W/ DRIP
T//1 Iii Y9nIr'S/lY9
2x RS CEDAR TRIM KICK,
RIP TO FIT
[DETAIL 2/Ae?- [DOOF-,
SCALE: i2" ® 1'-0"
LL
SNEi GENEfP,,,,AL NOTES
I. WINDOW AND EXTERIOR DOOR SIZES ARE BASED ON SIERRA PACIFIC,
UNLESS NOTED OTHERWISE.
2. ALL SILL HEIGHTS FOR EGRESS WINDOWS ARE A5 SHOWN.
3. ALL WINDOW HEADER DETAILS ARE I/A5 UNLESS NOTED OTHERWISE.
4. ALL WINDOW ._IAMB DETAILS ARE .2/A5 UNLESS NOTED OTHERWISE.
5. ALL WINDOW SILL DETAILS ARE 3/A5 UNLESS NOTED OTHERWISE.
6. ALL DOOR HEADER. DETAILS ARE 1/A6 UNLESS NOTED OTHERWISE.
i. ALL DOOR THRESHOLD DETAILS ARE 2/A6 UNLESS NOTED OTHERWISE.
1 2 T
4 5
I I I I I
I
T 0 RI DGE .
124'-0;;
,6 T 0 PLATE
IV 1161-101,
T O PLYWOOD.
8450.2' IV lob, -loll
I
LONER LEVEL
T 0 GONGRETIT
8450.3' 1001-01,505 845-0 3')
I
SOUTH ELEVATION
E D G B A
:UCTURAL
TURAL I I I I I I
T 0 RIDGE
T O PLATE
3450.2' h IOC' -O 5/8"
T 0 PLYWOOD �_
3450.3' cj Q0'--0"-5-25 P?450 3.')
T 0 GONGRETE
LOWER LEVEL
I�
VVIN
v)v�,
N REWREWN
..isr_ ff
S leu a Ci ilY) SEP M
.2X6 WINDOW AND DOOR.
HEADER
2X4 WINDOW AND DOOR TRIM
2X8 CORNE-R TRIM BOARD
V -GROOVE VERTICAL SIDING
2X8 CORNER TRIM BOARD
2x12 HAND HEWN 51D1N6 WITH
I" CHINKIN(5
EXISTING AND PROP05ED
GRADE
3/Al BUI,
SGALEi 1/4"' = 1 *-0"
�u iiL
ARC -4013'8
,OAl�
41,
I
I�
uj
Z
Lu
Lu
...
w
cr
E
Lu
\
W
�
OLLuO
Ll
s
cr mu
Lu
S tY
10 LL u; —
\;4aU\may
<
L —
\
c,
ti.
L
�u iiL
ARC -4013'8
,OAl�
41,
i 11/13/14 1 PHASE 2 PERMIT 5ET
I�
Z
Lu
Lu
Lu
�O
�
OLLuO
Lu
i 11/13/14 1 PHASE 2 PERMIT 5ET
STRUCTURAL GENERAL NOTES
I UvU LOADS U5E2IN DE-5j_N:
A. ROOF: 50 P5F
B. TYPICAL FLOOR: 40 PSF
G. DECKS: &0 P5F
D. RIND
3 SECOND GUST: 115 MPH
E. LIVE LOADS ARE REDUCED PER CODE AS APPLICABLE
F. BUILDING CODE U5ED IN DESIGN: 2012 IBC
2 TESTIN6 IN5PEGTONS AN Q ORAR2VAT )N5
A. THE STRUGTURAL ENGINEER DOE5 NOT PROVIDE IN5PEGTION5 OF
GON5TRUGTION. PERIODIC, 055ERVATION5 OF CONSTRUCTION BY THE
STRUCTURAL ENGINEER SHALL NOT REPLAGE REQUIRED IN5PECTION5 BY THE
GOVERNING AUTHORITY OR SERVE AS "5PEGIAL IN5PEGTION5" AS MAY BE
REQULRED BY CHAPTER 11 OF THE INTERNATIONAL BUILDING CODE,
3 FOUNDATIONS
A. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE USED IN DE51CaN: 2000 P5F
SOILS ENGINEER SHALL VERIFY ALLOINABLE BEASZING PRESSURE DURING
EXCAVATION AND PRIOR TO PLACEMENT OF CONCRETE FOOTINGS.
B. ALL FOOTING BEARING ELEVATIONS SHORN ON THE CONSTRUCTION
DOCUMENT5 ARE ASSUMED TO BE ON UNDISTURBED SOIL. ACTUAL FIELD
GONDITION5 SHALL BE VERIFIED BY THE GONTRAGTOR
AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING CONCRETE. THE
BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM OF 3'-4" BELOW GRADE.
G. GONTRAGTOR SHALL BACKFILL EQUALLY ON EACH 51DE OF FOUNDATION
PIERS IN 12" MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED INTHE PROJECT
SOILS REPORT. REFER TO SOILS REPORT FOR BACKFILL MATERIAL,
D. CENTER ALL FOOTINGS UNDER iAlALL5, GOLUMN5 UNLESS NOTED OTHERN15E
ON PLANS.
E. CONTRACTOR TO NOTIFY SOILS ENGINEER WHEN EXCAVATION 15 GOMPLETED
50 THAT GONDITION5 MAY BE'REEVIENED PRIOR TO PLACEMENT OF ANY FILL
OR CONCRETE.
�5LAF3 O�
A. THE PREPARATION OF THE 5UB-6RADE FOR THE 5LAB ON GRADE SHALL BE
PERFORMED IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT
RECOMMENDATIONS. CONTRACTOR SHALL DIRECT ALL QUESTIONS -REGARDING
SUB -GRADE PREPARATION TO THE GEOTEGHNIGAL ENGINEER.
B. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING
CONNECTED TO BOTH THE SLAB AND TO OTHER PORTIONS, OF THE STRUCTURE.
150LATION .DETAILS FOR NON-BEARING;+ PARTITIONS, BA5EBOARD5, PIPING AND
OTHER SENSITIVE ITEMS MAY BE REQUIRED, REFER TO THE APPROPRIATE
DRANIIN65 ANDIOR CONSULT KITH THE RESPONSIBLE MEMBER OF THE DESIGN
TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND OTHER
PORTIONS OF THE STRUCTURE.
5. CONGRETE
A. ALL GA57-iN-PLAGE CONCRETE SHALL BE MADE WITH TYPE I/H PORTLAND
GEMENT, 5TONE AGGREGATE, AND SHALL SATISFY THE FOLLOWING
REQUIREMENTS:
GONGRETE ITEM F'C MIX TYPE MAX WC RATIO 95 AIR ENTRAINMENT
FOOTINGS/PIERS, 2500 psi STD. N/A N/A
EXTERIOR CONCRRETE
SLABS 4500 p51 STD OAS
(MAXIMUM SLUMP FOR EXTERIOR CONCRETE SLABS SHALL NOT EXCEED 4")
B. GONTRAGTOR SHALL SANGUT OR TROWEL GUT JOINT5 IN 5LA135 ON GRADE
AND IN TOPPING 5LAB5 WHERE INDICATED ON PLAN. UNLE55 NOTED OTHERNI5E,
JOINT5 5HALL BE SPACED AT 15'-0" MAXIMUM IN EACH DIREGTION AND GUT 1/4
OF THE SLAB DEPTH X 3/16" NIDE NITHIN 12 HOURS AFTER PLACEMENT. ALL
5LAB REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONTROL JOINTS.
G. ALL SLABS, fOOTIN65, AND PIERS SHALL NOT HAVE JOINTS IN A
HORIZONTAL PLANE.
D. ALL CONCRETE WORK AND REINFORCEMENT OETAILIN65HALL BE IN
ACCORDANCE WITH AGI -318, LATEST EDITION, UNLESS NOTED OTHERWISE. USE
STANDARD HOOKS FOR ALL FOOTING ROWELS UNLESS NOTED OTHERWISE.
PROVIDE 3/4" GHAMFER AT ALL PERMANENTLY E'XP05ED EDGE5 OF
CONCRETE UNLE55 NOTED OTHERAISE.
6. REINFORCEMENT
A. ALL REINFORCING 5HALL BE 1161-5TREN6TH DEFORMED BARS CONFORMING
TO A5TM A615, GRADE 60 EXCEPT TIE5, STURRUPS AND PLATE ANCHORS WHICH
SHALL BE A5TM A615, GRADE 40 OR ASTM A706, GRADE 60.
B. WELDED WIRE FABRIC, SHALL CONFORM TO A5TM A i2+5, GRADE 65 AND
5HALL BE LAPPED ONE FULL MESH AND BE SECURELY WIRED TOGETHER AT
SPLICES.
G, MINIMUM CONCRETE DOVER FOR REINFORCEMENT
1, CONCRETE CAST A&AIN57 EARTH 3"
2. CONCRETE CAST IN FORMS (EXPOSED TO EARTH OR WEATHER) 2"
3. COLUMNS AND BEAMS (TIE BARS ONLY) 1 1/2"
4. 5LA€35 AND NALL5 (NOT EXP05ED TO WEATHER) 3/4"
D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE
WITH A61-518 LATEST EDITION.
E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR
AUTHORIZED BY THE STRUCTURAL ENGINEER.
I WOOD
A. ALL FRAMING AND TRUSS LUMBER 5HALL BE DRY HEM -FIR (USE DOUG -FIR
FOR 5x5 AND LARGER MEMBERS) GRADED BY WESTERN WOOD PRODUCTS
ASSOCIATION AND CONFORMING TO THE INTERNATIONAL BUILDING CODE AS
FOLLOWS:
2" THICK / 4" TO 6" WIDE (HALL STUD ONLY) STUD Fb = 615 P51
2" TO 4" THICK / 6" AND WIDER #2 Fb = 850 PSI
5" AND THICKER / 5" AND NIDER #1 OF Fb = 1350 F51
NOTED ALLOKAI.3(._E STRE55ES ARE MINIMUM5 AND FOR NONREPETITIVE U5E5
PRIOR TO ALLOWABLE 5TRE5S INO REASE5.
B. WHEN PRESERVATIVE TREATED LUMBER 15 U5ED, ALL METAL GONNEGTOR5
AND NAILS SHALL BE GALVANIZED (DOUBLE -DIPPED OR BETTER).
C. PROVIDE METAL GROSS BRIDGING OR BLOCKING AT NOT OVER 8'-O"
SPACING FOR ALL 2X WOOD JOISTS. PROVIDE 501-10 BLOCKING AT ALL
5UPPORTS AND AT ENDS OF CANTILEVERS.
D. FASTEN ALL WOOD MEMBERS AITH COMMON NAILS AS PER IBC TABLE
2304.6.1 UNLE55 NOTED OTHERWISE. JOIST HANGERS AND OTHER
COLD -FORMED METAL PLATE CONNECTORS SHALL HAVE FA5TENER5 AS
REQUIRED BY MANUFACTURER'S SPEG(FICATIONS. LA6 SCREWS SHALL BE
INSTALLED IN PRE -DRILLED HOLES WITH A DIAMETER BETWEEN 40% AND 60%
OF THE SHANK DIAMETER FOR THE THREADED PORTION AND AT THE FULL
5HANK DIAMETER AT THE UNTHREADED PORTION.
E. PLYWOOD AND/OR ORIENTED STRAND BOARD SHEATHING
1. PANEL THICKNESS SHALL 13E A5 SHOWN ON THE DRAV41N6. APPLICATION
SHALL BE IN ACCORDANCE NI TH RECOMMENDATIONS; OF THE AMERICAN
PLYAOOD A55061ATION,
2. EACH PANEL 5HALL BE IDENTIFIED WITH THE GRADE -TRADEMARK OF
THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REG&J REMENT5
OF U.S. PRODUCTS STANDARD P51, LATEST EDITION FOR PLYWOOD. ALL
PANELS HAVING ANY SURFACE OR EDGE PERMANENTLY EXPOSED TO THE
WEATHER SHALL BE OF THE EXTERIOR TYPE,
3. FOR 5013 -FLOORING USE 3/4" TONGUE AND GROOVE STURD- I -FLOOR
SHEATHING GLUED WITH GON51RUGTION ADHESIVE AND FASTENED WITH 10d
NAIL5 AT 4" ALONG PANEL EDGES AND AT L2° LONG INTERMEDIATE SUPPORTS.
4. FOR -ROOF SHEATHING U5E 5/6- (40120 PANEL SPAN RATING) EXPOSURE
I SHEATHING FASTENED WITH 5d NAIL5 AT 6" ALONG PANEL EDGES AND AT
12"AT INTERMEDIATE SUPPORTS.
5. EXTERIOR WALL5 SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I
PLYN009 OR 0513 5HEATHIN6 FA5TENED W1TH W NAIL5 AT b" ALONG PANEL
EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. PROVIDE 2 x BLOGKING
AT ALL UNSUPPORTED PANEL EDGES.
6. FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE
GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINT5 5TA&GERE0.
1. INSTALL 5UITABLE EDGE SUPPORT FOR -ROOF SHEATHING BY USE OF
PLYWOOD GLIP5 OR SOLID 5LOGKIN0.
F. LAMINATED VENEER LUMBER MEMBERS (LVL) 5HALL HAVE THE FOLLONIN6
5TiRE55 CAPACITIES: Fb = 2500 PSI, E = 2,000,000 PSI, Fv = 255 PSI, Fc =
'750 P51 -BUILT-UP MEMBERS SHALL BE FASTENED TOGETHER IN AGGORDANGE
WITH MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE
OPTION OF U51NG 3 1/2" OR 5 114" N1DE MEMBERS INSTEAD OF U51N6 MULTIPLE 1
3/4" WIDE MEMBERS.
5. GENERAL
A. ENOINIEER'5 ACCEPTANCE SHALL BE SECURED FOR ALL 5TRUGTU.RAL
SUBSTI TUT IONS.
B. ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE
OBTAINED PRIOR TO ATTAGHIN6 MEGHANIGAL AND ELEGTRiGAL ITEMS TO THE
STRUCTURE. RESPECTIVE 5U5-CONTRAGTOR5 SHALL FURNISH ALL HANGERS,
GONNECTION5, ETC. REQUIRED FOR INSTALLATION OF THEIR ITEMS.
C. PROVIDE ASPHALTIC MASTIC ON ALL STEEL OR WOOD EXPOSED TO EARTH.
D. 5UBMIT SHOP AND EREGTION DRANI1465 FOR ALL STRUCTURAL STEEL
MANUFACTURING OR FABRICATION OF ANY ITME5 PRIOR TO V4fRITTEN REVIEW
OF THE SHOP DRAWINGS RILL BE ENTIRELY AT THE R15K OF THE CONTRACTOR.
E. NATERPROOFING, VAPOR BARRIER5, WATER5TOP, ETC. SHALL BE AS SHOWN
ON THE ARCHITECTURAL DRAAIN65 AND AS INDICATED IN THE SPECIFICATIONS.
F. ALL MASONRY AND STONE VENEERS MALL BE ATTACHED TO INTERIOR OR
EXTERIOR WALL5 AS SPECIFIED IN 5EGTION 1405 OF THE INTERNATIONAL
BUILDING CODE.
G.ALL DIMEN51ONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST
FIELD AND ARCHITECTURAL DRAWIN(5S. DO NOT 5CALE DRAWINGS.
R CONTRACTOR SHALL VERIFY ALL EX15TINf3 CONDITIONS. IF GONDITION5 ARE
DIFFERENT THAN A55UMED, NOTIFY ENGINEER.
-RE: PLAN
MOOD P05T
:E: PLAN
iIMP50N GB POST BASE
" MINIMUM GROUT
Z" X 12" CONCRETE PIER
13 TIES AT 1'-0" WITH (2) AT TOP
4)- #5 VERTICAL X
6"
3)- #5 EAGH WAY
SECTION 1/61— ENT FOUMDATION
5C►A>LEv 112. m 1._0.
(2) 51MP50N SD5 X 4�"
5CREW5 EACH 51DE
EACH CONNECTION—
(2)- '" + LAG 56REW5
AT 2" WITH 4" MINIMUM
EMBED AT POST, BOTH
FULL HEIGHT
BLOCK! N(a -
WOOD BEAM
RE: PLAN -
,J" X 6" X W PLATE
WITH (6)-�" 4) X 4"
LAG BOLTS=
WOOD P05T
IRE: PLAN -
a11 -try
a N
O --,- =_
PLATE �" X 6" X 6" WITH
(p THRU-BOLT5
COUNTERSUNK AND
PLU60ED
=Kv
r
SECTION 2/52— ENTfR--�l TfRUS,ll
SCAM I ILT - 1._0M
0
0
O
(4)- 16d NAILS
2X FULL HEIGHT
BLOCKIN&
GONTINUOU5 IX T8(5
METAL ROOF
WOOD BEAM
'RE! PLAN
1'7\1' `P ^a i
:r1 I NOR,
c ' i;r st
1.. _ uwpt
u
■M� � ■fir
5GAM 1/,4" = I #-C?"'
EOOTIN6 V1111-1-0") #5
EACH WAY (TYP 2
,--i A s r r
I' -o" x 40„
CON( E PIER:
(TYP 2 19L -AGES)
5'-51 '
O„
6' -IIS"
74'-O'.
z
u
■M� � ■fir
5GAM 1/,4" = I #-C?"'
EOOTIN6 V1111-1-0") #5
EACH WAY (TYP 2
,--i A s r r
I' -o" x 40„
CON( E PIER:
(TYP 2 19L -AGES)
IN
WA
I FOUNDATION fo_�OLAN
a
5'-5�"
V _�
_O
6'-I E"
74'-0°
z
IN
WA
I FOUNDATION fo_�OLAN
a
PATE I ISSUE I
1/13/14 1 PHASE 2 PERMIT SET I
i -
z
LuLu
Ufi,.ti�xa3
Lu
LLJ
2'
�
oo
n; 3
aN
\j
Lul
Lu4
w
CL
r �=
t4 ;% 2
(-:j Cr
z
.....
lt
I.L. f .�
r
Cs
U3LLJ
w
W <
IN
+7 C
*60
PATE I ISSUE I
1/13/14 1 PHASE 2 PERMIT SET I
i -
z
LuLu
LLJ
�
oo
OL
aN
\j
Lul
PATE I ISSUE I
1/13/14 1 PHASE 2 PERMIT SET I