HomeMy WebLinkAboutB07-0111 plansim
P 1 3 Kt
Nicol Associates, Inc.
U - TI Y %
k Structural Engineers
Consulting
2770 Dagny Way, vIte 202
Lafayette, Colorado $0026
P: J303) 665-0090 14
- F: (303) 665-1211
In
www.nicollttuct.c
copyflght @ 2007 Nicol Assocl:tes, Inc TONAL
PROJECT: VALENTINE RESIDENCE ADDITION I
PROJECT #: 06112 SHEET:
DATE: 2007-06-27
DRAWN BY: TJW
CHECKED BY: TjW
EXISTIG SEUER
EASEMENT
PROTECT ALL EXISTG
TREES
.. ... . . ... . ...
w }
C
REPLACE UJ/ NEW STEPS 00UN
N .-
LIMIT oF r=xcAvATioN, TO GRADE 4 IREVEGETATE UJ/
NATIVE GRASS SEEr.>
IA
129
AREA OF Aor.>TION
All
4
ti � 4'
MN
A 4
INA
V=f.A. V&.WAAM I
UNIT PECK
Date:
DRB Submi4al 05-19-06
Building Peat
#. et 09-08-06
Revisions t&%
indows and E>
Deck 07 6 T
Sheet Titf6mm;
Sit Ian
- TOWN OF "VAiL--J
ctrl
3
CL
4
4
L
it
C)
U .
C
0
00
L
, N
47
C Ll
4
0
- a
Cn t o,
E
41
0 c) 2
N 0
�b 00
U
0)
rn -
(N
r, �
'T
4
0
666
u
mc .0
U
m
r,
0 , C, 0
Qj
4
0
X
(L U U.
.4-
4.
4
Date:
DRB Submi4al 05-19-06
Building Peat
#. et 09-08-06
Revisions t&%
indows and E>
Deck 07 6 T
Sheet Titf6mm;
Sit Ian
- TOWN OF "VAiL--J
ctrl
3
CL
CL
L
it
C)
Date:
DRB Submi4al 05-19-06
Building Peat
#. et 09-08-06
Revisions t&%
indows and E>
Deck 07 6 T
Sheet Titf6mm;
Sit Ian
- TOWN OF "VAiL--J
ctrl
it
C)
U .
C
0
00
L
, N
47
C Ll
0
- a
Cn t o,
E
41
0 c) 2
N 0
�b 00
U
0)
rn -
(N
r, �
'T
Ua
0
0
666
u
mc .0
U
m
r,
0 , C, 0
Qj
<
0
X
(L U U.
Date:
DRB Submi4al 05-19-06
Building Peat
#. et 09-08-06
Revisions t&%
indows and E>
Deck 07 6 T
Sheet Titf6mm;
Sit Ian
- TOWN OF "VAiL--J
NOTES�
1 DATE OF' SURVEY: 4/06/06
ADDITIONAL DRIVEL LOCATES AND ELEVATIONS ADDED 5
_E WART TITLE ORDFR NO, 99018259 9
DATED JUNE 2", 199
2) S �k - I
WAS RELIED UPON FOR ALL TITLE AND EASEMENT INFORNIAT�ON.
3' NOTICE: ACCORDING TO COLORADO LAW YOU MUST `OMMENC AWY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN 1HREE YEARS
APPROX, LOCATiON 100 YEAR FLOOD PLAIN LINE AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT, MAY ANY
lNTERPOLAT D FRONT F,E,M,A. EAGLE COUNTY COLO. AC BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE
�E COL
O.
iNSURANCEE STIJDY NUMBER 08037VO00A THAN TEN YEARS FROM THE DATE OF THE CERTIFICAPON' SF CDWN
REVISED PRELIMINARY DATED AUGUST 28,2003 HEREON.
4 2'+ OF SNOW ON LOT AT TIME OF SURVEY SOME FEATURES MAY EXIST
4 2, 66' BUILDING OUTLINE BENEATH SNOW THAI' ARE NOT ON THIS DRAWING,
5) BASIS OF' ELEVATION: SEWER MANHOLE A INVERT=8039,75 (NAVD88). (SEE DRAWING).
LOT 44
6) BASIS OF PROPERTY LINE LOCATION: MONUMENTS AT S�1 COR '-o 45 PARCEL B AND N COR L�)T 44, rn EDGE LANDSCAPING S74. 6
SEWER -0
ORMAT11ON IS NOT PLATTED. PRIOR ANY DESIGN
LOT 44 t:�v
00 50' STREAM 1 6-1 . 7 3 , MANHOLE 7) Bull ING SETBACK INFC -0
-. 'RTY, 1 OF VAIL
OR CONSTRUCTION !MPROVFMENTS ON THIS P ROP"
SETBACK SHOULD BE CONTACTED FOR CORRECT BULDING SETBACK iNFORMATION,
8) �OSTED ADDRESS: 1255 WESTHAVFN CIR _E,
A.
A
0S
o
EDGE
ti
_�NE STREAM 0 3 0.7!
CE, 03
S RE A M 0
0, S
0.3 IN OUT 0.5' DIA
DRAIN !NV=8068.O
0-
EWER EASEMENT 7 V
SE G
O�3 O�3
0,
(TOWN OF VAIL STREAM TRACIT 3
) 0 . 4 `
0 3
,
'K WALL
TOP BANK 1�
IR 0' fi CONIFEROUS TREE WIIH APPROXIMATE T �
RUNK DIAMEER
X.X DEN
G�
0,3
8081.0
rFr
A
TE TRUNK D AAETER
0,5 X,X DENOTES DECIDIUOUS TREE '011 APPROXiMA 1 IM f:,
EDGE PAVER
DRIVE
C(- Y'
8080,2
05
C) Zc
0,5
LITILITY X,80812
PARCEL A
00 ENCLOSURE
IN
N07E. NU'MEROUS ""ON'FERS RANGINC 0,2630 ACRES FLA
GS
TONE
STE
DECK EL=8061.4 x
00
TRUNK DIAMETER FROIM 0,5' TO 2,0' LOWER 8070,3
C)
E�XiS`NNG lN AREA BETWEPN TOP OP BANK PS
A
EDGE ASPHALT
04
AND EDGE OP STREAM ARC NOT SHOWN
7'
,
UPPER 1�0
ca
070.8
DECK EL=8080 6
A
SPRINKLER
BAY WINDOW
VALVE 8071,6
co GARAGE SLAB c307f» 0 » CONC PAN
ELEV. ROCK WALL
ca 8071,8 ELEC dI
WOOD TIE
X 8071,7 IJVAL
O�6
STONE
80711" '
A=12'01*56"
ROOF
2 1/2 STORY OVERHANG Z�,
PIER R=295M
WOOD AND ROCK 1/2 DUPLEX t f
LOWER
L=61,95'
DECK
STORM X8079,6 T=3t09*
L=80 1.A JA
DRAIN (TYP. 5' 8071
EL=8070�8 ' C LEN =61.84'
C
8077,41/
BRG=Sl 8*3402"W
OVERHANG
1 1
f N"-,,,UPRER E
J EDGE OF ""OMMON DRIVE
DECK
RECIPRO
EL CAL DRIVEWAY EASEMENT
. 0 9 8071�6
=8070,
4, 1 1 47, PAGE 373)
N "Q x
(BOOK 4
E
4
Sl 9*51'00"W CONCRE*
DRIVEWAY
0 6.3 kp
8059, 4 8071
Is
SEWER MANHOLE A
INV 9 ' L =8039.75 'NA',"D -88)
MIIEAS�RIM=8049.4'
BASIS OF ELEVATION
4" HIG"IWAY 6 & 24, EAGL'E__VA!L
I '1 8
..... . .. .....
Al 615.
hl
11
8073.2
8073.4
8074,8
425ATOPO.D`NG 4/11 %'(,T KPJ
SURVEYOR'S CERTIFICATE
1, Michael J Post, a Profess'H)ncl Land, Surveyor registered iun<jer th,e loWs 0i
the State of Colorad'o, do hereby. CelrtjfV that this topographic wra-s
mode by rne and under my supervisi.on, ond 'hot; the survey `s accucte arid
correct to the besi of my knowiedae,
Niichrjeil Pos
..alorado P.I.-5. 30 1 F3
LINE OF DINING ROOM ADDITION
ABOVE
A SMOKE
DD C�:E PER
2003 I RC
NEW DECK FRAMING PER STRUCT
DRWGS, DECKING AND RAILING TO
MATCH EXIST'G - MIN. RAILING HT =
36 MAX. SPACE BETWEEN
BALUSTERS 3 %"
NEW PATIO DOOR TO MATCH
EXIST'G SIZE, MATERIALS AND
DETAILS
EXIST'G COLUMN TO DECK ABOVE
TO REMAIN
NEW COLUMN 70 DECK /ROOF
ABOVE -SEE STRUC ?.
EN
RELOCATED EXIST'G
WINDOW FROM NORTH WALL
OF EXIST'G BEDROOM
5 3
11
I � @ "tiff \"' ,.�.-
\:
,`�� ��\\,�; _�� :'�\�\ \�a:� : �\ \\ � .:a\�;w�'�a �\`\�� ..\�'k\.v3� a
f
ti
EXIST'G
SECONDARY
UNIT DECK
EXIST'G SECONDARY
UNIT BEDROOM
sWIM
1-nil Al-In"
a II d
NEW GUEST
BEDROOM E3AT -1
ADDITION
1-
NEW 3'- 0 "xI' -9> "AWNING
WINDOW TO MATCH EX IST'G
MATERIALS AND DETAILS LIMIT OF
CONSTRUCTION
IN In Ell N \ \ LINE
54" HIGH "BENCH"
V' HIGH "BENCH" �
1
S`
"1 C
M \ 4 -0
`\
� @..
y u�\a\\\\��� wa "a\\\\\ \ \ \�
N,
JD
Iff
001
REM
INE
sD 0
_
`Sl r,' -10 1/4 5' -10 1/411 f ® »...,
C 2 01
VESTI
ST
..............
6l �
... T T.O. Plywood
i
REMOVE CLOSET FRAMING 4
Y')nt ;PA _ itsxll 1 u15T'rK
BEDROOM
EXIST'G
REC, ROOM
NEW 2'- 0 "x3' -0" CASEMENT
WINDOW TO MATCH EXIST'G
MATERIALS AND DETAILS
NEW EGRESS STAIR TO GRADE.
• 2 RISERS 6 1 MAX. RISE
10" MIN. TREAD
GENERAL NOTES:
1. CONSTRUCTION ON THIS LEVEL LIMITED TO DINING ROOM ONLY -
ALL OTHER EX IST'G CONDITIONS TO REMAIN AS 16.
2, THESE DRAWINGS ARE FOR DESIGN INTENT ONLY - VERIFY ALL
EXIST'G CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION -
NOTIFY ARCHITECT OF ANY DISCREPANCIES
3. REUSE ALL EXIST'G DOORS, DOOR FRAMES, WINDOWS AND TRIM
WHERE POSSIBLE.
4. MATCH ALL EX15T'G INTERIOR FINISHES - VERIFY WITH INTERIOR
DESIGNER
5. MATCH ALL EX15T'G FRAMING AND EXTERIOR MATERIALS, FINISHES
AND DETAILS.
fa. FIELD VERIFY EXIST'G STRUCTURAL CONDITIONS AND PLATE
HEIGHTS AT BEARING WALLS - COORDINATE WITH STRUCTURAL.
1. ALL ADDITION CONSTRUCTION TO COMPLY WITH CURRENT BUILDING
CODES ADOPTED BY THE TOWN OF VAIL.
MM
LOWER LEVEL 1'1-..A .N & SI`T'E I' -. .N
1' 0 2 4 '
SCALE: 1/4" -- I' -0"
s4
0
Date:
DRB Submittal 04 -24 -06
DRB Revised Submit. 05 -19 -06
Building Permit Set 09 -08-06
Revisions to Windows and Exist
Deck 07 -02 -07
Sheet Title:
Lower Level
Floor Plan
o.: , 0905
Drawn By: i�: F
Checke j i
v
C
qi
a
�■
U.
N
N
•
�
O
C
N
in
G7
°'
_
Rs
Q
c t7
h !
E
i
�N 0
mmm
Q
O
i
M
N Q Q
�vq
p 0 0
O
V
s
�
X
r Co
0
� 0
X
Q
a V
.
i
( D
0
C
Date:
DRB Submittal 04 -24 -06
DRB Revised Submit. 05 -19 -06
Building Permit Set 09 -08-06
Revisions to Windows and Exist
Deck 07 -02 -07
Sheet Title:
Lower Level
Floor Plan
o.: , 0905
Drawn By: i�: F
Checke j i
i
Wo
..
i
PO
i
r
0
C4
mm
.
i
( D
0
C
i
LO
i
•
i
•
i
Date:
DRB Submittal 04 -24 -06
DRB Revised Submit. 05 -19 -06
Building Permit Set 09 -08-06
Revisions to Windows and Exist
Deck 07 -02 -07
Sheet Title:
Lower Level
Floor Plan
o.: , 0905
Drawn By: i�: F
Checke j i
a. 1 90 ♦ n • • .• •
-
VERIFY REUSE OF EXIST'G
NORTH DINING RM. WINDOWS
DECK ADDITION BELOW
NEW COLUMN FROM BEAM
ABOVE TO NEW CONC. PIER
BELOW - SEE STRUCT.
EXIST'G SLIDING DOOR -
COVERtPROTECT WI PLYWO
DURING CONSTRUCTION
EXIST'G DECK BELOW
EXIST'G DECK 4 RAILING
EXIST'G PRIMARY UNIT
DECK - TO RAMAIN
UNCHANGED
MAIN LEVEL LIMIT OF
CONSTRUCTION LINE
--------- ------- I ---------- 71
- -- ---- - - - --------- � -- - - - - -_ - - ------- -- --
a
E XIST'G WALL AND WIND
TO BE REMOVED
2X6 0 1+6" O.G. STUD WALL WI
RIS FIBERGLASS 15ATT
INSUL., TYP.
D OWN
EXIST'G PRIMARY
UNIT GARAGE
EXIST'G PRIMARY
UNIT ENTRY
EX IST'G PRIMARY
UNIT LIVING ROOM
EXIST'G
PRIMARY
UNIT
EXIST'G PRIMARY
UNIT STUDY
� r
r
� r
� r
� r
� r
� r
� r
� r
--------------------------
EXIST'G SE UNIT
EXIST'G SECONDARY
UNIT GARAGE
1. CONSTRUCTION ON THIS LEVEL LIMITED TO DINING
ROOM ONLY - ALL OTHER EXIST'G CONDITIONS TO
REMAIN AS IS,
2. THESE DRAWINGS ARE FOR DESIGN INTENT ONLY -
VERIFY ALL EXIST'G CONDITIONS AND DIMENSIONS
PRIOR TO CONSTRUCTION - NOTIFY ARCHITECT OF ANY
DISCREPANCIES
3. INVESTIGATE REUSING WINDOWS FROM NORTH WALL OF
EXIST'G DINING ROOM IN WEST WALL OF THE DINING
ROOM ADDITION.
4. MATCH ALL EXIST "G INTERIOR FINISHES - VERIFY WITH
INTERIOR DESIGNER.
5. MATCH ALL EXIST'G FRAMING AND EXTERIOR
MATERIALS, FINISHES AND DETAILS.
6. FIELD VERIFY EXIST'G STRUCTURAL CONDITIONS AND
PLATE HEIGHTS AT BEARING WALLS - COORDINATE WITH
STRUCTURAL.
SIN LEVEL PLAN
iq
1 1 m z ' 4 '
v t- : 1/4" = 1' -0
I
I
-------- --------- --------- ------- - - - - -i
GENERAL NOTES:
EXIST'G DECK BELOW
--------------------------- - - - - -�
I
I
B
4
I
EXIST'G PRIMARY EXIST'G
UNIT BREAKFAST PRIMARY
NOOK UNIT
LAUNDRY
1200M
ti
�
N
U.
m
tv
i
~
w
ypE 9-0
Piz
20
M
T `"
n
Q
Jrw
0
tJ
r+
+ —°
O l 7
.v
d o ca
O
a
a►
L
,
�
cv�
®
CL ¢
a. u u.
_
:-
s
0 -
a
D.
D•- Submittal 04
D•: . 05-16-06
Sheet Title:
Fain Level
Floor Plan
• . t�
D By: TBF
Checke .
i
~
w
Piz
•
t
�r
0
•
a►
y
®
_
:-
s
0 -
a
i
•y
to
D.
D•- Submittal 04
D•: . 05-16-06
Sheet Title:
Fain Level
Floor Plan
• . t�
D By: TBF
Checke .
P L AN PT A t
UPPER LEVEL 0
z
121 41
5C:,41-F-: 1/4 V-0
c
40
U .
N
co
JA
E
4�
00
CL C4 0
U
a)
:3 N
g
0
O
6
.0
o x
F c"
0
0%
U
N
rH I
4 44
U .
I C U
C
14
*, .
sssttt
E 4�
=
0
-
U
a
{t}
=
0
41
0 XQ
coo
—
-C
It 0 C
rn rnrn
a.
_0
— EL
LL
a
•
4 44
•
Date:
DRB Submittal 04-24-06
DRB Re-submittal 05-19-06
Building Permit Set 09-08-06
rAII--S
rEWALL
Sheet Title:
Roof Plan
21 41
1/4 = 11-011
t
0
z
"W
i
�Proj. No.-:----09-05
Drawn By: TBF
Checked Bv:TBF
4!t*/ LIMIT OF CONSTRJrTION
LINE
CUT BACK EXIST DECK -
REFER TO PLANS
N
07 N\0
0
- -- - -- - -- - --
--------- ---------- - - - - -- -- - -- -
F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- a ----- - - - - -- - - - - - - - - - - - - - - -- - - - - -- - - - - - - - - - - - -
If
REMOVE EXIST DECK-
PROVIDE NEW STEP DOWN
TO GRADE, RE: PLAN
EXIST'G ROOF AND DORMERS
AT UPPER LEVEL BEYOND
CUT BACK EXIST DECK -
MODIFY DECK RAILING AS
NECESSARY
METAL ROOFING TO MATCH
EXISTING - APPLY ROOFING
OVER ICE 4 WATER SHIELD ON
ROOF SHT'G PER STRUCT.
NEW COLUMN FROM EXIST
BEAM TO NEW CONC, PIER
BELOW - SEE STRUCT.
NEW DIRECT SET WINDOWS - VERIFY
REUSE OF EXIST'G NORTH DINING 12
RM. WINDOWS, SEE ALT. WINDOW
CONFIG ON 3-A20 a
ob
T T.O. PLYWP.
DINING ROOM ADDITION
MATCH EXIST EXTERIOR
FINISH MATERIALS
12
aF 4-1,
OL
Y T.O. PLYUD. ff� TFPi
T.O. PLYUJO. LIV'?SiE5
BEDROOM ADDITION - MATCH
EXIST'G EXTERIOR FINISH
MATERIALS
0131-a°±
T.O. PLYWD. LOWER LEVEL
LOWER LEVEL DECK ADDITION
- MATCH EXISTING DECK AND
RAILING DETAILS
NEW CONC. DECK PIERS AND 157
BEAMS - SEE STRUCT. I
............... ........................... ........................... ........................ .............
................. ........... ............. .............. ............. .......... .............. ............
.......... ................ ............. ........... ........... --------- -
CRICKET ROOF BETWEEN SIDEWALL AND
NEW DINING ROOM ROOF
NEW CASEMENT wiNoows FLANKING FIXED
SASH CASEMENT PICTURE WINDOW -
MATCH EXIST'G WINDOW MATERIALS AND
DETAILS
NEW DINING ROOM ADDITION AT MAIN
LEVEL - MATCH EXIST'G EXTERIOR FINISH
MATERIALS
NEW COLUMN TO NEW FTG BELOW - SEE
STRUCT. - MODIFY EXIST DECK RAILING
AT MAIN LEVEL AS NECESSARY
............ .............. ............ ............. ...................... .......... -1-1 .......... ...................... ........... .......... 12
...... ........
...... .............. ... .................
.... .......... .. ...... ............... . ...... . .....
...........
................
------------
..........
.............. - ................ - ............... ............ - ................ .................. L ................................... . ... .... ... ........ ...
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . . . . . . . . . . ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . ...... . . . . . . . . . . . . ......... . . . . . . . . .........
......
...... ...... .......... ... . ......
12
S��
12
II
EXIST'G NIT
U
PRIMARY UNIT
DECK - TO RAMAIN
UNCHANGED
EXISTING PRIMARY I EXISTING
UNIT T SECONDARY UNIT
REUSE EXI�T'G WINDOW FROM
.-EXIST'G 4 EST f3EDROOM
-
... ... ....
II ii 9F L - ------------------
ii
NEW WEST pEoRootk Aoo iToN AT
II LOWER LEVEL - MAT EXIST'G
EXTERIOR FINISH MA T
_NEW OPERABLE WINDOW - MATC H
it�WXIST'G WINDOW MATERIALS Att
DETAILS
T.O. PLYWD. UPPER LEVEL
PLYWO. Lbwr=P, LEVEL
NEW DECK ADDITION TO
EXIST'G LOWER DECK
2 NO-1-)%-`-vLH ELEVATION
3 WES'I' ELEVATIONS
ALT. DINING ROOM WINDOW CONFIG.
GENERAL NOTES:
1. NEW SIDING TO MATCH EXIST SIDIW-s IN PROFILE, SIZE AND COLOR.
2. NEW STUCCO TO MATCH EXIST'G COLOR AND FINISH.
3. PATCH AND REPAIR EXISTING MATERIALS TO MATCH.
4. ALL NEW WINDOWS TO MATCH EXIST'G UNITS.
1 0 2 4
ALE. 114" = 1'-0"
Date:
DRB Submittal 04-24-06
DRB Re-submittal 05-19-06
Building Permit Set 09-08-06
Revisions to Windows and Exist
Deck 07-02-07
Sheet Title:
Exterior
Elevations
C
0
%
iir
C
-00
C
M ph
E
E
00
a- N 0
0
0
U
N U
X
6 IT
6
0
0
0
co
•
J�2
VC
0
X
>
•
E
Z
0
q
4)
>
4)
P*
,
M
=
Date:
DRB Submittal 04-24-06
DRB Re-submittal 05-19-06
Building Permit Set 09-08-06
Revisions to Windows and Exist
Deck 07-02-07
Sheet Title:
Exterior
Elevations
0
0•
C)
0
•
- 0-
•
>
>
•
E
Z
0
q
4)
>
4)
P*
,
M
=
CL
(D
L6
c)
I"
NW
4c�
Lo
•
( 3
N
W
Date:
DRB Submittal 04-24-06
DRB Re-submittal 05-19-06
Building Permit Set 09-08-06
Revisions to Windows and Exist
Deck 07-02-07
Sheet Title:
Exterior
Elevations
GENERAL NOTES:
NEW
I sm
M
DINING
Room
Ar.DITION
GENERAL NOTES:
Date:
Building Permit Set 09-084)6
EXI6T'G & 3/4" x 22 1/2
Sheet Title:
Building
Sections
1 BUILDING SECTION
1. ALL NEW FOOTINGGS ARE BELOW MOST - STEP FOOTINGS AS REQUIRED TO
MINIMIZE EXCAVATION.
2. MATCH ALL EXISTIW-s ROOF, WALL, WINDOW AND DOOR DETAILS.
3. VERIFY ALL EXISTCs DIMENSIONS AND CCNOITIONS PRIOR TO CONSTRUCTION -
COORDINATE ANY DISCREPANCIES WITH THE ARCHITECT AND STRI.ICTURAL
IENGNIEER.
2 BUILDING SECTION
11 0 11 31
� � 111,11,11,00
SCAI-rz.- 3/8" = I'-0
I sm
M
Date:
Building Permit Set 09-084)6
EXI6T'G & 3/4" x 22 1/2
Sheet Title:
Building
Sections
1 BUILDING SECTION
1. ALL NEW FOOTINGGS ARE BELOW MOST - STEP FOOTINGS AS REQUIRED TO
MINIMIZE EXCAVATION.
2. MATCH ALL EXISTIW-s ROOF, WALL, WINDOW AND DOOR DETAILS.
3. VERIFY ALL EXISTCs DIMENSIONS AND CCNOITIONS PRIOR TO CONSTRUCTION -
COORDINATE ANY DISCREPANCIES WITH THE ARCHITECT AND STRI.ICTURAL
IENGNIEER.
2 BUILDING SECTION
11 0 11 31
� � 111,11,11,00
SCAI-rz.- 3/8" = I'-0
v
LL
0
0
sk
low,
U-
O
Date:
Building Permit Set 09-084)6
EXI6T'G & 3/4" x 22 1/2
Sheet Title:
Building
Sections
1 BUILDING SECTION
1. ALL NEW FOOTINGGS ARE BELOW MOST - STEP FOOTINGS AS REQUIRED TO
MINIMIZE EXCAVATION.
2. MATCH ALL EXISTIW-s ROOF, WALL, WINDOW AND DOOR DETAILS.
3. VERIFY ALL EXISTCs DIMENSIONS AND CCNOITIONS PRIOR TO CONSTRUCTION -
COORDINATE ANY DISCREPANCIES WITH THE ARCHITECT AND STRI.ICTURAL
IENGNIEER.
2 BUILDING SECTION
11 0 11 31
� � 111,11,11,00
SCAI-rz.- 3/8" = I'-0
sk
3 A
UPPER LEV EL P -
1 :
6
Tv�
3r
Dote:
DRB Submittal Set 04-24-06
oo
L010
3;z4 �
o �
"I
�4
N .
F715"
W
U.
6
0)
- V)
N O
tA
W
-j 00
V
IN
a 0
E
0
CL F4 0
co
0
U
0)
�M -
:3 (N 0
0 X
��T
6 o
to
0
C,
C
M
0
L>1
<
0
CL d
0- U
3 A
UPPER LEV EL P -
1 :
6
Tv�
3r
Dote:
DRB Submittal Set 04-24-06
oo
L010
3;z4 �
o �
"I
�4
N .
Sheet Title:
GRFA Plans
Proj. No.: 09-05
it Drawn By: TBF
Checked Bv:TBF
F715"
I
Sheet Title:
GRFA Plans
Proj. No.: 09-05
it Drawn By: TBF
Checked Bv:TBF
i 1 �i v . "`. ��I �
Sheet Title:
GRFA Plans
Do
I (( - '/,_.
11
to
6 6f
�2 of
6 of
1190: 0 �/
of
T f
-1
o.: 09-05
Proj. N
Drawn By: TBF
Checked Bv:TBF
NX
QI
o
N
LL
M
•
C:
C
C
E
E
:3
41
p
CL 0
(�b
u
a)
-
:3 N
q-
� '`
o
0
+1
0 X 6
6 0
u
0 e
M
r, t
()% C,
0 _ 9
.= ,
- CL
— L
L
Z
>
now
,
pt
4)
L6
i 1 �i v . "`. ��I �
Sheet Title:
GRFA Plans
Do
I (( - '/,_.
11
to
6 6f
�2 of
6 of
1190: 0 �/
of
T f
-1
o.: 09-05
Proj. N
Drawn By: TBF
Checked Bv:TBF
NX
•
si
E
Z
>
now
,
pt
4)
L6
r
I:c
U)
LO
4.
•
—J
0
(3)
ui
i 1 �i v . "`. ��I �
Sheet Title:
GRFA Plans
Do
I (( - '/,_.
11
to
6 6f
�2 of
6 of
1190: 0 �/
of
T f
-1
o.: 09-05
Proj. N
Drawn By: TBF
Checked Bv:TBF
NX
ci
co
.13
rL
0 8
c
cv
n .
cl)
co
N
co
9
r-_
C)
C)
rs
cu
C
co
us
C)
C>
0
N
15.:
1'-0" NOR.
1. ROOF CONSTRUCTION. ROOFIN& A6 PER ARCHt, OVER 5V APA RATED 5HEATHINC7,40120, EXP. 1, OVER PRE-EW51NEERED ROOF TRU55E-5 @ 24"oc.
MLE► 5 NOTED OPERN15E ON PLAN. ATTACH 5HEATHIN6, W/Dd COM, NAILS o 6'oL. AT PANEL E06r:5 AND 0 12"o.c. AT INTERMEDIATE SUPPORTS.
2. FLOOR CONSTRUCTION. 5/4' THICK 5TWD-1-FLOOR APA RATED 0 20"oL. EXP. 1, T46, OVER 2xI0 JOISTS a lb"or,. UNLESS NOTED OTHEPH15E ON PLAN.
C7LLE AND NAIL 5HEATHIN67 W1 10d COM. NAILS a 6"oc. AT PANEL E06E5 AND @ 12'oL. AT INTERMEDIATE SUPPORTS.
3. EXTERIOR WALL C0 TRUCTION: 2xb STUDS a lb"of, LNLE55 NOTED OTHERWISE ON PLAN. PR0`VIDE 2xb CONT. 50LE PLATE 4 (2)-2xb CONT. TOP PLATE.
EXTMOR FACE OF WALLS SHALL BE SHEATHED W/ 1/2" APA RATED 5 HEATHINC 7 , 24 /16, EXP. 1. ATTACH 5HEATHIN& wl &d COM. NAILS @ 6*oc. AT PANEL
ED6E5 4 a 12*oc. AT INTERMEDIATE 5UPPORT5.13LOGK ALL HORIZONTAL JOINTS AT PLYWOOD/055. INTMOR FACE OF WALLS ARE To BE SHEATHED W/
1 / 2 " THICK,� ( WALL WARD. ATTACH WALLBOARD wl bd COOLER NAILS o Toc. MAX AT PANEL ED6E5 AND IN THE FIELD.
4. TRIM 4 KIN6 STU05: PROVIDE (1) 2xb TRIM 4 (2)-2xb KIN6 STUDS AT EACH 51DE • DOOR 4 WINDOW OPENIN695. TYP. U.N.O.
5. AT BEAM BEARIN6 LOCATIONS IN 511V NALL5, PROVIDE MULTIPLE-5TUP •05TS E6VAL TO WIDTH • BEARIN67 MEMBEER UNLE55 NOTED OTHERW15E.
b. ALL BEAflb ARE FLL15H U.N.O.
I. ALL DOOR / WINDOW HEAVERS ARE DROPPED U.N.O.
&. SEE 6ENERAL NOTE5'CONNECTOR5 / FASTENERS' FOR ADDITIONAL CONNECTION RECOJIREMENT5 AND SPECIFICATIONS.
q- 5ffi ARCHITECTURAL PRAWIN66 FOR ADDITIONAL DIMEN51ON5.'
10. SEE %EET52 FOR 6ENERAL NOTE-5.
MAIN LEVEL FRAMING FLAN
p�AN NOTES: 1/4" = 1--o- NORTH
I. FLOOR CONSTRUCTION: 3/4' THICK 5TLPD-1-FLOOR APA RATED a 20'0.6. F.W. 1, T46, OVER 11 718 HOOD T-J015T5 (ril/pRo 2ios OR EQUAL) a lb"oc.
UNLE NOTED OTHERW15E ON PLAN. GLUE AND NAIL 5HEATHIN6 w/ Ibd COM. NAILS o b"o4. AT PANEL E0eE5 AND @ 12 AT INTERMEDIATE SUPPORTS.
2. DECK CONSTRUCTION: WOOD DE-CKIN6 AS PER ARCHL, OVER (2)-2x12 JOISTS M;ZEATED) o lb'04. UMX-'% NOTED OTHERW15E ON PLAN.
3. EXTERIOR WALL CONSTRUCTION: 2xb 5TUD5 a lb "o-c-, UNIX:% NOTED OTHERH15E ON PLAN. PROVIDE 2xb CONT. 501E PLATE 4 (2)-2xb CONT. TOP PLATE.
EXTERIOR FACE OF WALLS SHALL BE SHEATHED W / It2" APA RATED 5 HEATHIN 6 , 24 /lb, EXP. 1. ATTACH SHEATHING W/ 5d COM. NAILS 0 6"0,6. AT PANEL
ED6E5 4 0 12 "o c. AT INTERMEDIATE SUPPORTS. BLOCK ALL HORIZONTAL JOINTS AT PLYWOOD /0513. INTERIOR FACE OF WALLS ARE TO BE SHEATHED W/
1 THICK rz'YP"" WALL BOARD. ATTACH WALLBOARD W/ bd COOLER NAILS 0 I'ox,. MAX AT PANEL EO6E AND IN THE FIELD.
4. SEE GENERAL NOTES CONNECTORS / FA6TENER5' FOR ADDITIONAL CONNECTION RE6lUIREMENT5 AND SPECIFICATIONS.
5 - SEE ARCHITECTURAL DRANIN65 FOR ADDITIONAL DIMENSIONS.
6, SEE SHEET 52 FOR 6ENERAL NOTE5.
rRAMINC-7 PLAN
It NORTH
1. ROOF CONSTRUCTION: R1OFIN6 AS PER ARCHt., OVER 5/b"APA RATED 5HEATHINC7,40/2o, Exp. 1, OVER pRE-ENC-,INEEREp ROOF TRUSSES a 24*ol,.
UNLESS NOTED OnERH15E • PLAN. ATTACH SWATHINC7 W/ bd COM. NAILS a Oox- AT PANEL EDOE5 AND a 12oc. AT INTERMEDIATE SUPPORTS.
2. EXTERIOR WALL CONSTRUCTION. 2xb STUDS 0 Ibloc, MLE55 NOTED OTHERWISE • PLAN. PRO VIM 2xb CONT. 50LE PLATE 4 b CONT. TOP PLATE.
EXTERIOR FACIE OF WALLS SHALL BE SHEATHED W / 1/2N APA RATED 5HEATHIN65, 24/lb, M 1. ATTACH SREATHIN6 W/ M GOM. NAILS @ b"ok. AT PANEL
ED6E 4 0 12"oc. AT INTERMED PORT5. BLOCK ALL HORIZONTAL JOINTS AT PLYWO00105B. INTERIOR FACE • WALLS ARE To 13E SHEATHED W /
1 / 2 ' THICK C WALL BOARD. ATTACH WALLE3•A•D K/ bd COOLER NAILS 0 ToL. MAX AT PANEL E06E5 AND IN THE FIELD.
3. TRIM 4 KIN6 STU05: PROVIDE (1) 2xb TRIM s (2)-2xb KIN6 STUDS AT EACH 510E OF DOOR 4 WINDOW OPENIN66. TYP. U.ND.
4. AT BEAM BEARINO LOCATION5 IN 51W WALLS, PROVIDE MULTIPLE-STUD POSTS E68JAL TO WIDTH OF BEARIN& MEMBER UNLE55 NOTED OTWRWISE.
5. ALL BEAMS ARE FLUSH U.N.O.
b. ALL DOOR / WINDOW HEAVERS ARE DROPPED U.N.O.
I. 5E 6ENERAL NOTE5 'CONNECTORS / FASTENERS' FOR ADDIT CONNECTION REGVIREMENT5 AND 5PIEGIFICATION5.
iD- 5 EE ARCHITECTURAL DRAWIN66 FOR ADDITIONAL DIME"ON5.
q. 5E SHEET 52 FOR 6ENERAL NOTES.
WTI
Date:
JUNE-16-2006
JUNE-27-2007 REVISION I
Sheet ritle:
FOUNDATION
& FRAMING.,
PLANS "
a
lProi.t.1 No.. "-" 'h'A66112 kU 111
ES/T,
UP PE R
LOWER " FRAMING PLAN P AN
Po o
0
co
vw
Q
40
0
C
• 0
C4
en
>
•
E
E
> C
0 plo
0
0
j
u
10 A,
4)
CNI
i vw
w
Date:
JUNE-16-2006
JUNE-27-2007 REVISION I
Sheet ritle:
FOUNDATION
& FRAMING.,
PLANS "
a
lProi.t.1 No.. "-" 'h'A66112 kU 111
ES/T,
UP PE R
LOWER " FRAMING PLAN P AN
2x12 BLKN'6 BTWN. DECK CONSTR.,
JOISTS — / AS PER PLAN.
�,,,,t" , 314 " =1'-U
I�
� 11
r
•tr • •
r
2x8 (TREATED)
LEDGER w/ (2) 16
NAILS a lb"o.c.
STEEL BEAM, AS
PLAN wl 2xb NAZI
FULL WIDTH ATT/'
W/ 0.1454) DRIVE
8 12 "o.c.5TA66 REP
♦
r
SIMP50N'
ITT2.1l11.88 HN6R.
EA. J015T
1 3/4'x11118' LVL
LED6EIZ CONT. ATTACH
wl (3) 'S1MP50N' 5D51/4 x
3 1/2 5GREW5 6 12 "o c.
2xb BLKN'6
BTWN. STUDS.
EXT, WALL CONSTR.,
AS PER PLAN.
FLOOR GON5TR.,
AS PER PLAN.
5EE PLAN J,
T.O. 514THN'6
• • ►R1
2xb ('TREATED)
SILL PLATE w/
1 /2 "N x p LAB. Is 0
48 "o-c. 2 11
#ra's I8 "o.c.
VERT. GOVT.
#4 a 18'o c.
HORIZ. CANT.
iv
a
d C
•
i
_Z
Q
a Q
a `¢
(2)45's CONT.
TOP 4 BOT.
HELICAL PIER
314' =1' - 0
TYF
rt- • •
■��itt�'♦�M�
51MPSON' ITT
HN6R. EA. JOIST
13 /4 "xq 1/4" LVL
LEDGER CONT. ATTACH
w/ (2) 'SiMP50N' 5051/4 x
3 1/2 SCREWS 0 12 "o.c.
LVL BEAM, AS PER
PLAN MAY BE
NOTCHED 1/4" AT
BEARING TO KEEP
HNeF- FLUSH w/ BOT.
OF J015T5. DO NOT
OVER NOTCH.
WOOD BEAM
SEE PLAN
MREATED), AS
T.O. PD5TL.
PER PLAN.
112'x8 "xO' -8' 5 BASE 4
"xo
( V2 "(p X
PLATE w/ 1 /4 71 112'
_
A B.'s AT 2 1I
SIDE PLATES. ATTACH TO e
BASE PLATE
BEAM wl (2) 1/2 "'Ia x 4"
50LID 4 PROVIDE 1/2 GR'S. AT EA JOIST
HN
LAG BOLTS EA. SiDE.
12 GONG. PEDESTAL,
(VOTE: —_—
REINF. wl (b) #5's VERT.
bxb WOOD P05T
ALONG PERIMETER wl #3
IN LIEU OF i = � i I ) I I III
— � TIES 12 "o c.
51M.
LOADS
Q
f
EXT. WALL
Z ►j
CONSTR., AS
.�
_ J
PER PLAN.
Q
CONNECTION OF HELICAL
t
_ ! !�• •\
PIER TO GRADE BEAM '
BY HELICAL PIER
SUPPLIER
,i
3
SEE PLAN
T.O. PIER
�,,,,t" , 314 " =1'-U
I�
� 11
r
•tr • •
r
2x8 (TREATED)
LEDGER w/ (2) 16
NAILS a lb"o.c.
STEEL BEAM, AS
PLAN wl 2xb NAZI
FULL WIDTH ATT/'
W/ 0.1454) DRIVE
8 12 "o.c.5TA66 REP
♦
r
SIMP50N'
ITT2.1l11.88 HN6R.
EA. J015T
1 3/4'x11118' LVL
LED6EIZ CONT. ATTACH
wl (3) 'S1MP50N' 5D51/4 x
3 1/2 5GREW5 6 12 "o c.
2xb BLKN'6
BTWN. STUDS.
EXT, WALL CONSTR.,
AS PER PLAN.
FLOOR GON5TR.,
AS PER PLAN.
5EE PLAN J,
T.O. 514THN'6
• • ►R1
2xb ('TREATED)
SILL PLATE w/
1 /2 "N x p LAB. Is 0
48 "o-c. 2 11
#ra's I8 "o.c.
VERT. GOVT.
#4 a 18'o c.
HORIZ. CANT.
iv
a
d C
•
i
_Z
Q
a Q
a `¢
(2)45's CONT.
TOP 4 BOT.
HELICAL PIER
314' =1' - 0
TYF
rt- • •
■��itt�'♦�M�
51MPSON' ITT
HN6R. EA. JOIST
13 /4 "xq 1/4" LVL
LEDGER CONT. ATTACH
w/ (2) 'SiMP50N' 5051/4 x
3 1/2 SCREWS 0 12 "o.c.
LVL BEAM, AS PER
PLAN MAY BE
NOTCHED 1/4" AT
BEARING TO KEEP
HNeF- FLUSH w/ BOT.
OF J015T5. DO NOT
OVER NOTCH.
- - - ---�
SADDLE HANGER
STEEL BEAM, AS
1/4" THICK SIDE,
PER PLAN w/ 2x
END AND BOT.
NQM
BTWN. JOISTS
PLATES JOINED w/
GONNEG71ON MAY REQUIRE
wl 0.1450 DRIVE
CONT. WA-V5.
FIELD MEASUREMENT5 FOR
50LID 4 PROVIDE 1/2 GR'S. AT EA JOIST
HN
PROVIDE
IDE (Z-3/4"O
SKEWED AND / OR SLOPED
EA. TR455.
5TA66ERED
BEAM CONNECTIONS.
OF TRUSS SHALL
TOP PLATE.
- - - ---�
2x12 RIM GONT. —�
STEEL BEAM, AS
2xb OUTLOOKERS
PER PLAN w/ 2x
2xb BLKN'6.
NAILER FULL
BTWN. JOISTS
WIDTH ATTACHED
EAVE DETAIL.
wl 0.1450 DRIVE
� "5
PACK BEAM W1MF'SON' LUS28
PAINS ® 12 "o c.
50LID 4 PROVIDE 1/2 GR'S. AT EA JOIST
HN
STAB
THRU -BOLTS a Ib "o c.
EA. TR455.
5TA66ERED
(2) 2x6 GONT.
ROOF CON5TR., ---�.
AS PER PLAN.
2x BLKN'G FULL HT.
2x12 RIM CONT.
SEE ARGHt.
» � • - it
r
Iii t » •
314' =1'-0
2x12 13LKN'6 OVER -
6.E. TRUSS.
l
5
2x12 RIM GONT. —�
I I rT�I ' • / ♦ ♦ ♦ • '
2xb OUTLOOKERS
• • • ' t • " t • I ' • , , ,
0 24 "o c.
SEE ARGH'L. FOR
EAVE DETAIL.
PRE- ENOR'D
51MP50N' H3
ROOF TRU55.
ANCHOR.
SIMP50N' H25
PRE -EN6RtD CABLE
EA. TR455.
END TRU55. OB16N
(2) 2x6 GONT.
OF TRUSS SHALL
TOP PLATE.
INCLUDE PERP, WIND
e rr /
LOADS
r. ♦ r
f
EXT. WALL
I • t r • ♦ ♦I
CONSTR., AS
.�
_ J
PER PLAN.
LU52b HNGR.
INVERTED � EA.
�— PRE- EN C-AV
ROOF TRU55.
,— 2xb BLKN'C a
24'o c. TYP.
SEE ARGH'L. J,
T.Q. PLATE
(2) -2xb CONT.
TOP PLATE,
314' =P -O
EXT. WALL
A5 PER PL
2xb GONT.
(2) -2xb CO
EXT. WALL GON5TR.,
AS PEP, PLAN.
3/4' =1'-O
STEEL BEAM, AS PER
PLAN w/ 2x NAILER
FULL WIDTH RIPPED TO
7/8' ATTACHED w/
0.1450 DRIVE PAINS
12" o c. STAGGERED
3/8" END
PLATE
EXT. WALL -
GON5TR., AS
PER PLAN.
12
5�
318 "4 3/4 "xO' -5
1/2" BASE PLATE w/
0 3/8'4 x 3" LA6
BOLTS PROVIDE
SLOTTED HOLES AT
LAG BOLTS
(2) -2xb CANT.
TOP PLATE.
r
•II r r •
GENERAL NOTES: Valentine Residence
Jo No
( O n b112
a. Roof Dead Load - -- -- -_ 15 PSF
b. Roof Snow Load (Pf) - _-- --- - -- 80 PSF
c. Floor Dead Load - -- --- --- --- 15 P5F
d. Floor Live Load - -_ __ 40 P5F
e. Deck Dead Load - -- -- --- - -- 15 P5F
f. Deck Live Load - -- --- --- - -- 100 P5F
g. Basic Rnd Speed (V3s) -- ----- 10 MPH (Exp.G)
h. Seismic Design Category --- -- ---- B
I. .ode ___ ___ _ ___ 2003 I.B.G.
1 114" L.51- RIM
J015T CONT.
FLOOR GON5TR.,
AS PER PLAN.
SEE PLA t
T. 5HTHN'C
2X8 (TREATED)
LEDGER wl (2) Ibd
NAILS 0 Ib'o c.
314' =1'-O
I t U I I r t N 101 0
2x BLKN'6 FULL HT.,
2x12 CONT. RiM —1
SEE ARGH'L.
T.O. PLATE
SEE ARCH'L. FOR —
EAVE DETAIL..
EXT. WALL
CON5TR., AS
PER PLAN.
S1MP50N' H2.5
EA. TRU55.
(2) -2xb GONT.
TOP PLATE.
i requi rements as
(2) -2xb CONT. Requirements for Reinforced Concrete" (ACi stated in section 2303.4 of the I.B.G.
318 - 05/3188 -05). b. Trusses shall be designed by a registered Colorado
EXT. WALL C:ONSTR, b. All structural concrete shall have a minimum 28-day Professional bngWer to support the full uniform dead
AS PER PLAN. compressive strength of 3,000 psi and live loads and em ther superimposed loads. Web
c. Concrete shall be proportioned utilizing Type 11 cement. arrangement and member forces shall be determined by
Concrete susceptible to freezing shall be formulated for the fabricator. Stresses shall not exceed those allowed
maximum frost resistance in accordance with the ACi by the I.B.C. Load duration factor shall be 1.00 for roof
_ Manual of Concrete Practice. members only.
NOTE. —` d. Contractor shall notify engineer of cold . joint locations c. Provide wind/seismic anchor at supports for all roof
NO DECK AND 2x10 RIM prior to or during concrete forming. trusses. Anchor type shall be approved by the Structural
J015T CONT. AT '51M.2' e. Gold weather and/or hot weather concreting procedures Engineer.
3/4 " =I'-O
2x4 BLKN'6
BTWN. TRU95E
SIMP50N' H25
EA. TRL195
ROOF CON5TR
A5 PER PLAN.
(2) 2x8 LEDGE
w/ (3) Ibd NAIL
Ib "ox— EA. PLY
STEEL BEAM, E
w/ 2x NAILER I
RIPPED TO 11/4' ATTAG
w/ 0.1450 DRIVE PAINS 9
12 "o.c. STAGGERED
52 3/4' =I'-O
COPE BEAM AS
REQ'D FOR BRO. C
0 6LULAM 4
PROVIDE 3/8"
5TIFNR. PLATE EA.
51DE
�PF� util iz e, a or
STEEL BEAM, A5 PER PLAN � �
(Fa GUAM BEAM c. La veneer lumber (designated LVL on the sho ifically designed for �� a member led, as HU supp o a size
w/ 2x NAILER FULL WIDTH or
RIPPED TO 1 1/4" ATTACHED wn In manufacturer's published tables, Use maximum
w/ 0.1454 DRIVE PAINS drawings) shall have the following properties; number and size nails indicated in manufacturer's tables,
12'o c. STAGGERED ' Fb - -- - -- °°--° 2,600 s U.N.O. All nail holes shall be filled.
2x12 RIM CONT.
2x12 OUTLOOKE
0 24" o c.
SEE ARCH'L. FO
EAVE DETAIL.
EXT. WALL CONK
AS PER PLAN.
�
I I rT�I ' • / ♦ ♦ ♦ • '
t r • • / t t: r / I • • t r r /
• • • ' t • " t • I ' • , , ,
L -,; ...��.r..rrr.lwww�lr
1 ( 1
t r •', I r I' I' I R I I
, 1 1
♦ 'I • ♦
r ! 'rr I' I • «w r • • r I'
't • r Ir'r t w • t' •
• • r
'
• •� "I r ,• r• • •, ,
• rr ♦ • r• r ♦ - I • «
�
•rr r •
e rr /
I r / V'♦ I r w ♦ I /
r. ♦ r
,Si t
I • t r • ♦ ♦I
1 ,
.�
_ J
I' ', I I I ♦ f II I ♦' I'I I
I r •I I /' I • ,' I, t', f
t
_ ! !�• •\
,i
t rII • t w
♦ • • ti • • ♦ •' r • ♦ I I.
I" t I • ..I • •
I • r I • • •
�
I I Ii • t I t•/ t ,f •
♦ I t• I I I r I r r r •«I
•• • •• I r ♦w I III • • • I
J
• •r ♦ r / •• r 1 I r• • r
I I• ♦ r
"
Y
♦r - • • • • ` ' r i
�� ppp � t
e / • ' • • I
{ III
'1'1111
w 1 I I t f r •, F • ♦ I
t ' t / / I/ t , r'
t :
♦ /
��,_,,.,,.�
�- ► it . � ►. ► t
• • • iw""� r r R %„f�i �►...Z+.t+'1�+'
�PF� util iz e, a or
STEEL BEAM, A5 PER PLAN � �
(Fa GUAM BEAM c. La veneer lumber (designated LVL on the sho ifically designed for �� a member led, as HU supp o a size
w/ 2x NAILER FULL WIDTH or
RIPPED TO 1 1/4" ATTACHED wn In manufacturer's published tables, Use maximum
w/ 0.1454 DRIVE PAINS drawings) shall have the following properties; number and size nails indicated in manufacturer's tables,
12'o c. STAGGERED ' Fb - -- - -- °°--° 2,600 s U.N.O. All nail holes shall be filled.
2x12 RIM CONT.
2x12 OUTLOOKE
0 24" o c.
SEE ARCH'L. FO
EAVE DETAIL.
EXT. WALL CONK
AS PER PLAN.
V I r" ♦ � I i'7I I! I I` :,. � I rr ♦'.. t I ' I
I I rT�I ' • / ♦ ♦ ♦ • '
i
t r •', I r I' I' I R I I
it � °-
r r • t • r , • r rt• r
• •rt / tt / / • ,r • /• • «
• •� "I r ,• r• • •, ,
• rr ♦ • r• r ♦ - I • «
•rr r •
e rr /
I r / V'♦ I r w ♦ I /
r. ♦ r
,Si t
I • t r • ♦ ♦I
1 ,
.�
_ J
I' ', I I I ♦ f II I ♦' I'I I
I r •I I /' I • ,' I, t', f
t
_ ! !�• •\
,i
I" t I • ..I • •
I • r I • • •
•• • •• I r ♦w I III • • • I
J
• •r ♦ r / •• r 1 I r• • r
I I• ♦ r
"
Y
M ��
♦ v
r
• • tt• • r , w r
I I / I I r I ♦ I • I♦• I r•
, I t 1 I I I' I I I I • I,
I -' I f w r , 1 t
♦ •I/ I I I IIf •' I I I •I
I t r ♦ .. I
I♦ I ,•,
f I ♦ t • • I r I •
it Ir
r • • ♦ / I „• « ♦ ♦' ♦
, • •I ♦ I » ,' , , w r
Ilia
r ► r w `
« r I r v ♦ r I t
r r"r
I , , I ♦ I I• I' I •i
« I f w I ♦ I' •
�PF� util iz e, a or
STEEL BEAM, A5 PER PLAN � �
(Fa GUAM BEAM c. La veneer lumber (designated LVL on the sho ifically designed for �� a member led, as HU supp o a size
w/ 2x NAILER FULL WIDTH or
RIPPED TO 1 1/4" ATTACHED wn In manufacturer's published tables, Use maximum
w/ 0.1454 DRIVE PAINS drawings) shall have the following properties; number and size nails indicated in manufacturer's tables,
12'o c. STAGGERED ' Fb - -- - -- °°--° 2,600 s U.N.O. All nail holes shall be filled.
2x12 RIM CONT.
2x12 OUTLOOKE
0 24" o c.
SEE ARCH'L. FO
EAVE DETAIL.
EXT. WALL CONK
AS PER PLAN.
(
r�
1
j
•
• t 1 - 11 ' r / t ,rt / • tr
i
t r •', I r I' I' I R I I
I !• I t, f 1« •• t•, I �.. • •
r r • t • r , • r rt• r
• •rt / tt / / • ,r • /• • «
•rr r •
e rr /
I r / V'♦ I r w ♦ I /
r. ♦ r
,Si t
I • t r • ♦ ♦I
:rr
t III rIr i t
t
_ ! !�• •\
,i
I" t I • ..I • •
I • r I • • •
n •
r I r1 - • ♦ • • I♦ r I
"
Y
r
• • tt• • r , w r
I I / I I r I ♦ I • I♦• I r•
, I t 1 I I I' I I I I • I,
I -' I f w r , 1 t
I tIt I .r r" I I ', I t••
f I ♦ t • • I r I •
(
r�
1
j
� +
s �
4
i
1
rt
.w
+r •
�t
(
Date:
JUNE -16 -2006
JUNE -27 -2007 REVISION 1
Sheet Title;
SECTIONS
AND
GENERAL
NOTES
m
I
t ° 0.0
SEWER EASEMENT
PARCEL A
0.2630 ACRU-3,
DECK
'92
10' 20' 30'
BAY
I
8075.0' ND
LOWER
DECK
6OW, -R BAY Y /�(
ROOF PEAK ,,N D
DER
ROOF 13EAK gppER
DECK
D-C
ADDITION
EXISITING 2 1/2 STORY
WOOD AND ROCK 1/2 DUPLEX
w
all
S19*51
OM'
•
Ll
41199 HIGHWAY 6 & 24, EAGLE--VAfL
P,O. BOX 1230
EDWARDS, CO, 81632
(970)949-1406
0 SEWER MANHOLE A155,4
INV EL=80-39.75 (NAVD 88)
MEAS RIM=8049.4
BASIS OF ELEVATION
MICHAEL J. POqTi'
COLORADO P,L,S; 30116
4251LCA.DWG 10
M3111EMAMA
ST
zw t) ttl
to
V)
00
0
t ° 0.0
SEWER EASEMENT
PARCEL A
0.2630 ACRU-3,
DECK
'92
10' 20' 30'
BAY
I
8075.0' ND
LOWER
DECK
6OW, -R BAY Y /�(
ROOF PEAK ,,N D
DER
ROOF 13EAK gppER
DECK
D-C
ADDITION
EXISITING 2 1/2 STORY
WOOD AND ROCK 1/2 DUPLEX
w
all
S19*51
OM'
•
Ll
41199 HIGHWAY 6 & 24, EAGLE--VAfL
P,O. BOX 1230
EDWARDS, CO, 81632
(970)949-1406
0 SEWER MANHOLE A155,4
INV EL=80-39.75 (NAVD 88)
MEAS RIM=8049.4
BASIS OF ELEVATION
MICHAEL J. POqTi'
COLORADO P,L,S; 30116
4251LCA.DWG 10
M3111EMAMA
ST
zw t) ttl